09-0403 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
I
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 5/01/09
Application Number: 09 00000403--� Owner:
Property Address: 81471 JACARANDA CT ROBERT REESE
APN: 764-280-999-161 -300236- 81471 JACARANDA COURT
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 4868
Contractor:
Applicant: Architect or Engineer: LA QUINTA• PATIO -COMPANY
40133 CALLE LOMA ENTRADA
BERMUDA DUNES,
CA
-(760)863-4335
Lic. No.: 449379
NA QQ
-------------------------------------------------------------------------- 4?A
LICENSED
--------
CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my Licensep is in full force and effect
License Class: C51 - 17 J4censeNq.: 449�a
ate:
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 (55001.:
(_) 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 h& or she did not build or
improve for the purpose of sale.).
1 _ 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.).
(_ 1 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
WORKEFFS COMPDECLARATrOW
I hereby affirm under penalty of perjury one of t ollowing `J
I have and will maintain a certificate of 0, pens ion, as provided
for by Section 3700 of the Labor Code, for the p i i yep rk for whi h this permit is
issued.
I have and will maintain workers' compensation insurance, as require ion 700 of the Labor
Code, for the performance of the work for which this permit is issued. My wo kers' compensation
insurance carrier and policy number are:
Carrier 1ST COMP INS Policy Number WEN0003727-03
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' comp
ens on laws of California,
and agree that, if I should become subjec o e workers' compens. on
of Section
/ 37790 of the Labor Code, II forth ih ply w' prov'
jietl3: !i ® pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAQ IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. .
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to buildi construction, an ereby author�reprent. 'ves
of IN ounty to mer upon the above-mentioned property fo specticn p se
ate: �l ' ature (Applicant or Agent): gac
Application Number .
. . . . 09-00000403
Permit . . .
PATIO COVER PERMIT w
Additional desc .
Permit Fee . .
72.00 Plan Check Fee .'.
-46.80
Issue Date . . . .
Valuation . . . .4868
Expiration Date
10/28/09
Qty Unit Charge
Per
Extension
BASE FEE
45.00
3.00 9.0000
THOU BLDG 2,001-25,000
27.00
---------------------------------------------------------_----
Special Notes and Comments
INSTALL 2 ALUMAWOOD LATTICE SHADE
STRUCTURES AT REAR OF
SFD (366 S.F.
TOTAL)
----------------------------------------------------------------------------
Other Fees . . . . .
. ... . BLDG STDS ADMIN (SB1473)
1.00
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
1.50 .00 .00
1.50
Grand,Total
120.30 .00 .00
120.30
LQPERMIT
Bin #
City of La Quinta
Building 8L Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
La Quinta, CA 92253 - (760) 777-7012
0q.-
Building Permit Application and Tracking Sheet
j b %��/ �� �it�i Owner's Name: g J ���
Project Address: ���--�------
C, Address:
A. P. Number:
City, ST, Zip: L1¢- �U[.c, e 4 7-5,3
Legal Description:
Telephone: ( �
Contractor: L14 UI A) r6'1' �� T l D
Address: 40 - ( 3 3 C� Ll_� ��M� �NTI[y}(�R Project Description: t,, D
F'
zip: I N 0 1 0 C A-
a 2 0 3 i
ST,
Telephone: % S 7 v"f 3Dip
-q' 13
T%i NG
#:
CiryLic.7C
State Lic. #
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construction Type: Occupancy:
LTelephone:
Project type (circle one): New Add'n Alter Repair Demo
te Lic. #:
b7-
L �� O L Sq. Ft.: ��� # Stories: # Units:
Name of Contact Person: T A -
_ -7 Li _ p 3 Estimated Value of Project: 3'`% Z �a
�
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS LINE
PERMIT FEES
# Submittal Req'd
Recd / Amount
'TRACKING . Item
Plan Check submitted
Plan Sets
Plan Check Deposit
Reviewed, ready for corrections
Structural Calcs.
Plan Check Balance
Called Contact Person
Truss Calcs.
Construction
'
Energy Cales.
Plans picked up
Mechanical
Plans resubmitted
Iain plan
Flood p P
21' Review, ready for corrections/issue Electrical
Grading plan
Plumbing
Subcontactor List
Called Contact Person
S.M.I.
Plans picked up
Grant Deed
Grading
Plans resubmitted
H.O.A. APP royal
Developer Impact Fee
MReview, ready for corrections issue
IN HOUSE:-
A•I.P.P.
Planning Approval
Called Contact Person
Date of permit issue
Pub. Wks. Appr
School Fees
I /� n I1�1
f L..r'\ l,( � V
CITY OF
BUILDING &-8A DE Tro I Permit Fecs
FOR CONSTRUCTION
DATE, -'5 -H --0q BY �
81471 JACARANDA CIRCLE'
PROPOSED ALUMAWOOD OPEN LATTICE
SHADE STRUCTURE
EAVE
TYP.
8'
- 5'-52.. -
RAFTER TYP.
15'-2" -
BACK YARD
13'-1"
HOUSE
28'-2"
CITY OF to QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE 5- /'6 `T BY �:S T
PLAN VIEW
POST
WALL OR PROP. LINE TYP.
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
require additional information. 1 11
Tom Camp• -
No. 37948
�• 313x/08
q CIVIL
CALIf�a
should you.
-Wj
Site Information.
Owner's Name
Address JIK-4 94?4(!17-
City/Town
!1City/Town (,/{- o/^ La
State �z ��
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES: MAR 15
GOVERNING CODES : .
U. 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 8 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 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
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.
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
A
SEE
MAX
6 O.H.
li_ 25% OF SPAN 1
SEE SCHEDULE
LENGTH OF STRUCTURE VARIES
_4N.
EACH COMPONENT IS INTER-
IGEABLE WITH ANY OTHER
'ONT��THERWISE SHOWN.
OPEN'LATTI- TYPE PATIO COVER
RAFTER. SEE TABLE
FOR SIZE
AND SPACING .
25�OFp'H' O 2S%OF SPAN O.H
R
�Tso cti� c
OST HEIGHT
SE HEOULE
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
• - NOTE: THIS OPEN LATTICE -TYPE STRUCTURE o' PROD.
MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
RAFTER.TABLE
FORSI
FOR SIZE
AND SPACING
NOTE: THIS OPEN LATTICE -TYPE S'
MAY NOT BE ENCLOSED OR
SF�T�[FC/'W'G SEE POST DETAI
NOTE: EACH COMPONENT IS INTER- p 31/2 SLAB
CHANGEABLE WITH ANY OTHER s Ds MAYBE USED
RF TSp TO CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. T7B�D/H I\ FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE °G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
MAX. PROD.
SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
O.H
SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
Fk/ST/NG .
POST WITH SIDE-
,''IUIII IIIUIII PLATES SEE TAIL '
11/2' 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
9 MAY NOT BE ENCLOSED OR COVERED.
'OO
"POSTHEIGHT
1S
O�
�G
SEE CH DOLE
POST WITH SIDE-
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- °os
SFFr
MAR 151009
31,2• SLAB ATTAC
LIVE LOAD =
MAYBE USED Vu}i
SF SrSp
PERMITTED.
SCALE: NONE
SEE SCHED t
)TING WHEREREQUI
OMPONENT IS INTER-
: SCHED..FOR FOOTI a 1 P
��
TH ANY OTHER
COM NLESS OTHERWISE SHOWN.
CE -TYPE S
TTI^r e%-rrn11i1 -
E
BE N
BE ENCLOSED OR
�
RANCHO CUCAMONGA, CA, (951) 741-2107
:TRI If TI 1 Nn A
dit Zr-%r- RrR A'r A i.1 L -
NOTE: THIS OPEN LATTICE -TYPE S'
MAY NOT BE ENCLOSED OR
SF�T�[FC/'W'G SEE POST DETAI
NOTE: EACH COMPONENT IS INTER- p 31/2 SLAB
CHANGEABLE WITH ANY OTHER s Ds MAYBE USED
RF TSp TO CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. T7B�D/H I\ FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE °G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
MAX. PROD.
SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
O.H
SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
Fk/ST/NG .
POST WITH SIDE-
,''IUIII IIIUIII PLATES SEE TAIL '
11/2' 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
9 MAY NOT BE ENCLOSED OR COVERED.
'OO
POST CROSS-SECTION,
SFF
SEE POST DET L
��FC/ryG
31/2•SLAB
NOTE: EACH COMPONENT IS INTER- °os
SFFr
To ONSTRAIN
CHANGEABLE WITH ANY OTHER SPgO/
LIVE LOAD =
FOOTING, SEE
EE
COMPONTENT UNLESS OTHERWISE SHOWN. ��F NG
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FOOTING WHERE REQUIRED
10, 20 S 30 psl
SEE SCHED. FOR FOOTING CUBE SIZE
TVPI= 11W" Gnr_I=cTAnInIKIt_ RAI 11 TIC`MAA1 I
TTI^r e%-rrn11i1 -
DRAWN BY: K.K
DATE: 1012312007
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB N0. GF0774
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 S 30 psl
DURALUM PRODUCTS, INC.
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA, (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90,100 s 110 MPH
(916) 452-7021 FAX 403-1518 seles@duralum.com
SHEET 3 OF 29.
SOLID PANEL TYPES
ATTACHMENT CHANNEL LEIVG7-tl
O
ALUMINUM SEE DETAIL hDSHq<LAFSTRUCTUREV
SEROOF PANEL E SCHEDULE EPRO/EC ��N IF OS
FOR SPANS SED
O, SPAN
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE p OPTIONAL: CANTILEVER
EE SCHEDULE
SO. POSTS, SIZE VARIES SEE SCHEDULESE R
S POSTS ACING
OH.
3 1/2" SLAB ATTACHMENTALTERNATE: 25% OF T EXCEE
MAY BE USED WHERE SINGLE POST qN
PERMITTED. SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
i NOTE: NO SPLICE AT THIS
r POST ANDA END BAYS.
FOOTING WHERE REQUIRED ✓ G3
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTE
CHANGEABLE WITH ANY OTHER W
COMPONTENT UNLESS OTHERWIS
TX/Yl1- IIAII An-Arur-n RPAN W/CANTILEVER OP
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
0
"O.H." NOT TO EXCEED 25%
OF SPAN
(Mqy NOT
BE ENC[ OSEO )
ALUMINUM
ROOF PANEL
SEE SCHEDULE —�
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL LENGTHOF
SEE DETAILS THO SHgLL STRUC711RE
MIN. 0.5" SLOPE PER FT. E pRO LL / OT BE LES VAR'
TION /F ENCLOTHAO
L) SEE DETAIL FOR SPLICE
OPTIONAL: CANTILEVER BEAM
v
SEE
EE S NG
SEE SCHEDULE FOR
v m
F-: SQ. POSTS, SIZE VARIES
CHEO ULES
PO SPACING
E2:1. v
O H O
3 1/2" SLAB ATTACHMENT
WHERE
ALTERNATE:
25% OF SpgN
SEE SCHEDULE FOR
r MAY BE USED
SINGLE POST
ULES
2
PERMITTED.
EE SCHEDULE
SEE SCHEDULE
CHEpU[ES
POST SPACIN
C c HT.= 12'
T SS/
,per
3 1/2" SLAB
NOTE. 0 SPLICE AT THIS
O•H.
?5^ OFO CEE 2.
3 1/2" SLAB
MAY BE USED
POST AND AT END BAY
25 ; OT T07
OF Sp GEED
MAY BE USED
ALTERNATE:
SINGLE POST
SpgN O iv
F ERE REQUIRED ✓
TO CONSTRAIN
SINGLE POST
SCHEDULE
E FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENTaS INTER-
SEE SCHEDULE
ggSE
r m
CHANGEABLE WIITH OTHER
SHOWN.
�� 'it1i1 AR 1 5 2009
0 SPLICE A THIS
NLESS
COMPONTENT UNLESS OTHERWISE
ALUMINUM
ROOF PANEL MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25%
OF SPAN
LENGTH OF ST
.H RUCTUREVgRIES
(Mqy
NOT BE ENCLOSED)
SEE DETAIL FOR SPLICE
III
SEE DETAIL FOR SPLICE '�
PO ST
OPT13NAL: CANTILE
p OSTSpgC/
OPTIONAL: CANTILEVER BEAM
SP
SEE SCHFD ING
SCHEDULE R
SE PST
SEES NG
SEE SCHEDULE FOR
SO. POSTS, SIZE VARIES
ULES
SPACING
SQ. POSTS, SIZE VARIES
CHEpU[ES
POST SPACIN
3 1/2" SLAB
O•H.
?5^ OFO CEE 2.
3 1/2" SLAB
MAY BE USED
ALTERNATE:
25 ; OT T07
OF Sp GEED
MAY BE USED
ALTERNATE:
SINGLE POST
SpgN O iv
TO CONSTRAIN
SINGLE POST
SCHEDULE
TO CONSTRAIN
SEE SCHEDULE
FOOTING, SEE
NOTE
NOTE
0 SPLICE A THIS
FOOTING, SEE
0 SPLICE AT
SCHEDULE
POST
DAT END BOYS.
SCHEDULE
Pp TE D AT END BAYS.
i
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
112 x 9" STEEL ROD
PE "C" FREESTAND
DRAWN BY: KK
DATE: 1012312007
SCALE: NONE
REVISED BY: K.K. & D.P.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
NG W/CANTILEVER OPTION
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
FOOTING WHERE REQUIRED ✓ Cr/
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
112 x IZ STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674
SOLID PANEL 10, 20 8 30 psl DURALUM PRODUCTS, INC.
STRUCTURES HORIL WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29
90, 100 P. 110 MPH 1(916)452-7021 FAX 403-1519 sales@durelum.com
RAFTER .`
EQU
L OY X004 -H36
OR
OR EQUAL
m
OMMERICAL & PATIOS 90%100/110 MPH EXPOSURE B & C
UM. ALLOY 3004.1136 ����1fll
EQUAL �MAX.� 2" I•� 6.5" 3.0;'
ALUM. ALLOY 3004-H36
1� --�, OR EQUAL .042"
1����jj .� .032"
'1
*SEE NOTE BELOW
m DBL. 2 x 6 1/2" RAFTER m v 3 x 8" RAFTER .
Z
T' m c� 90 MPH 100 MPH 110 MPH
CL L.L.= H;NT
m c� 90 MPH 100 MPH' 110 MPH
ASF) (IN.) v, c EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) N 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, 25,77, 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'-0" 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„ 15,4„ 15,_2„ 15,_2„ 16" 21,_0„ 21'-0" 21'-0" 21,_0„ 21,_0„ 21,_0„
.042
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"
.032 16" 20,_7, 20,_2„ 20'-2" 20'-2„ 20,_2„ 20,_2„
24" 16,-6„ 16'-0" 16'-6" 16'-0" 16'-6" 16'-6"
16" 12,_5, 12'-5" 12'-5" 12'-5" 12'-5" 112'-5" 042 16 17,_3„ 17'-3" 17'-3„ 17'-3" 17,_3„ 17,_3„
.02430 24" 10 _2„ 10'-2" 10'-2" 10 _2„ 10 _2„ 30 24" 14'-2" 14 _2„14,_7, 14,_7, 14,_7, 14,_7,
16" 16'-7" 16'-7" 16'-7" 16'-T' 16'-7" 032 -
13'-0" 13'-6" 13'-0" 13'-6" 13,-6„
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" D.C. OR 48" D.C. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
'
DRAWN BY: K.K.
a 8
y -
76-112" RAFTER
'1 " 90 MPH- -- -t00 MPH--
EXP: B,EXP.CI! EXP. B EXP.0
---- 110 M
EXP. B EXP C
L.L.=
(PSF)
"T'
(IN.)
*.02
16"
14'-4"
13-0
'"
13,-0"
11,_8„
12'-10" 11,-4„
REVISED. BY: KK 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
24„
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
10,4"
9,_3„
10
032
16
19'-1"
17'4"
17'-4"
15'-0"
17'-1"
15'4"
.
24" 15,-6„ 14,_2„ 14,_2„ 12,_8„ 13'-11"
12,_3„
.042
16"
26'-4"
23'-10"
23'-10"
21'-6"
23,-0„
20,_10„
24" 21,-0„ 19'-6„ 19'_61- 17'-6„ 18,_9„
17,-0„
8
.024
16"
10'-8"
10,-8„
10,_8"
10,_8„
10,-8„
10,_8„
24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9"
8'-9"
20
.032
16"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
14'-3"
24" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8"
11'-8"
11
.04224"
16"
19'-8"
19,_8„
19,4„
19,4„
19,-8„
191-8„
12
12
13
.024
16"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
24" 7'-2" 7'-2" 7'-2" T-2"
T-2"
30
.032
16"
11'-9"
11,_9„
11,_9„
11'_9„
113%6'
11,_9„
24" 9'-7" 9'-7" 9'-7" 9'-7"9'-7"
.042
16"
13,-6„
13,_6„
13'-0"
13,-6„
13
13'-0"
13'-3" 13'-3" 13'-3" 13'-3"
13'-3"
15 1
15
16
TRIBUTARY WIDTH
TABLE
0. H.
6
7
8
9
10
11
12
13
0
3
4
4
5
5
6
6
7
1'
4
5
5
6
6
7
7
8
2'
5
6
6
7
7
8
8
9
3'
-
7
7
8
8
9
9
10
9
9
10
10
11
OMMERICAL & PATIOS 90%100/110 MPH EXPOSURE B & C
UM. ALLOY 3004.1136 ����1fll
EQUAL �MAX.� 2" I•� 6.5" 3.0;'
ALUM. ALLOY 3004-H36
1� --�, OR EQUAL .042"
1����jj .� .032"
'1
*SEE NOTE BELOW
m DBL. 2 x 6 1/2" RAFTER m v 3 x 8" RAFTER .
Z
T' m c� 90 MPH 100 MPH 110 MPH
CL L.L.= H;NT
m c� 90 MPH 100 MPH' 110 MPH
ASF) (IN.) v, c EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) N 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, 25,77, 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'-0" 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„ 15,4„ 15,_2„ 15,_2„ 16" 21,_0„ 21'-0" 21'-0" 21,_0„ 21,_0„ 21,_0„
.042
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"
.032 16" 20,_7, 20,_2„ 20'-2" 20'-2„ 20,_2„ 20,_2„
24" 16,-6„ 16'-0" 16'-6" 16'-0" 16'-6" 16'-6"
16" 12,_5, 12'-5" 12'-5" 12'-5" 12'-5" 112'-5" 042 16 17,_3„ 17'-3" 17'-3„ 17'-3" 17,_3„ 17,_3„
.02430 24" 10 _2„ 10'-2" 10'-2" 10 _2„ 10 _2„ 30 24" 14'-2" 14 _2„14,_7, 14,_7, 14,_7, 14,_7,
16" 16'-7" 16'-7" 16'-7" 16'-T' 16'-7" 032 -
13'-0" 13'-6" 13'-0" 13'-6" 13,-6„
* ENGINEER'S NOTE: WHERE SINGLE RAFTERS ARE SHOWN, DOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" D.C. OR 48" D.C. SO LONG AS SINGLE RAFTER SPANS ARE NOT EXCEEDED.
'
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
PROJECTION -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
REVISED. BY: KK 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
SPAN
PAN
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
'
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.mm
- CLEAR
SPAN
(FT.)
14is
16
17
18
19
20
21
h
7
8
8
9
9
10
10
11
TRIBUTARY TRIBUTARY=
8
9
9
10
10
11
11
12
1 WIDTH 1 1/2 SPAN + O.H.
9
10
10
11
11
12
12
13
10
11
11
12
12
13
13
14
;
11
12
12
13
13
• NOTE: TRIBUTARY ON MULTIPLE SPANS IS
14 1
14
15
EQUAL TO CENTER SPAN TO CENTER SPAN
12
13
13
14
14
15 1
15
16
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10/2312007
SCALE:NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
REVISED. BY: KK 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
'
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.mm
SHEET 6 OF 29
11
PANEL FASTENERS 90/100/110. MPH
AR 15 200
24
24" TRI --'V" PAN Q�OFE
L.L.= PSF 90- MPH 100- MPH 110- MPH �PS,•
i bj 0
10 #10 S.M.S. , #10 S.M.S. #10'S.M.S.a N 37948 1
20 #10 S.M.S. #10 S.M.S. #12 S.M.S.t * E .31 201
CNk
30 #12 S.M.S. #12 S.M.S. #12 S.M.S. �'9
IL X J 114 VV
L.L = PSF
90- MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
10 S.M.S.
#:j
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
750"
.075"
.440"
EXPOSURE B & C
.860"
I OPTIX& PRODUCTS ACRYLIC PER
R9.250 I.C.C. E.R. 5411 OR EQUAL
DETAIL 1
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
PANELS 2 1/2
SCHEDULE
TO SPANS
FLAT PANEL ADJACENT
100- MPH
110 -MPH
10
6" PANEL SPANS / 8" PANEL SPANS
L.L.=
t=.020" 4"
t=.032"
t=.040"
#10 S.M.S.
6" 8" 8"
6" 8"
6" 8"
10
10,-2"
112'-9"
10'-2" 12'-9"
13,-4„
13'-4"
14'-7"
14'-7"20
JDATE',�
V-10"
8'-10" 10'-3"
11'-4"
11'-4"
12'-3"
12'-3"
30
7'-1"8'4" 8'-4"
9'-10"
9'-10"
10'-8"Ll
0'--8-
USE A MAX. OF (1) SKYLIGHT PANEL PER:
(3) 8" ROOF PANELS OR (4) 6" ROOF PANELS
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2)—V'S
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
BY: KK
TOMCAMPBELL 8 ASSOCIATES, INC.
10 20 & 30 pst
DURALUM PRODUCTS, INC.012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ WIND =
ALPINE AVE, SACRAMENTO,CA 956$HEFT
5 OF 29
JDATE',�
L:NONE
RANCHO CUCAMONGA. CA (951)741-2107
g0, 100 & 110 MPH(916)452-7021
(916
FAK 4011519 seles(r�duralum.comISED
BY: K.K. & D.P.
HANGER CHANNELS AND MOUNTING BRACKETS
1.50"
ALUM. 3004-H36 .06
1W:::� 202"
.010"X90" DIA.
iD o 563"
N f7 19 lh
.060 B
ANGER CHI NE
o 0 ` WALL
FASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.\�
EXTRUDED H
ALUM. PANEL E j \
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION C
.281"
ALU ALL
606-T6
WALL FASTENERS
�—
300"
SEE TABLE
i
25"R 05
#10 SMS @ PANEL
LOCKS OR #8 SMS _
AT EA. CONTACT
8•. 0
T=.060"
.20
w
CONTINUOUS A- RAIL
ROOF PANEL
3 (WHERE OCCURS)
N
ALUM.ALLOY
WALL FASTENERS
F
rn 6063-T6
#10 SMS @ EA. CONTACT
W ,
WALL CONNECTION
O
ALUM.ALLOY
606. 3-T6�
I.R. HANGERCC
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
�-1#10 SMS T.0
1.880"�}- AT 12" O.C.
CD
LLI I\.:. '7948
* E);NAR 31 201111
s� CN11. ��
/ SIDE
WALL• ( STUD, MASONRY OR CONC.)
2.740"
ALLOWABLE DECK/ RAFTER SPAN
HANGER / RAIL FASTENER TO FASCIA,
U -BRACKET.
8•. 0
T=.060"
WIND
w
AT WOOD STUD "
A MASONRY
E� MAR
1 5
N
16" O.C.
WALL FASTENERS
r1CAUCK
1 TO DRAIN
CD
o
LL=10 LL=20 LL=30
SEE TABLE
LL=10 LL=20
LL=30
90
A BorD BorD
E E E
O
K
K. .
100
BorC BorD BorD
E E E
J J
�
110
A
E E E
APPROVED 3" OR
T-0"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
INSUL. ROOF PANEL
FULL
Luo
A=3/8"0 x 1 1/2" @ 12" O.C.
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
�-1#10 SMS T.0
1.880"�}- AT 12" O.C.
CD
LLI I\.:. '7948
* E);NAR 31 201111
s� CN11. ��
/ SIDE
WALL• ( STUD, MASONRY OR CONC.)
SHINGLE ROOFING TO PROVIDE SEAL
ALLOWABLE DECK/ RAFTER SPAN
HANGER / RAIL FASTENER TO FASCIA,
U -BRACKET.
8•. 0
STEEL
WIND
AT 2x FASCIA ,
AT WOOD STUD "
A MASONRY
E� MAR
1 5
DESIGN W/ SIMPSON A35
16" O.C.
LL=30
/
r1CAUCK
1 TO DRAIN
5" MIN. 1
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
90
A BorD BorD
E E E
J J
J J
K
K. .
100
BorC BorD BorD
E E E
J J
K
110
-D BorD BorD
E E E
24" O.C,
T-0"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
3'-0" !
FULL
Luo
A=3/8"0 x 1 1/2" @ 12" O.C.
E=3/8" 0 x 4" @ O.C. EACH STUD
2'�xWFULL OR
B=3/8"O x 1 1/2" @ B" O.C.
F=7/16" 0 x 4" @ O.C. EACH STUD
17'-6"
14,_0„
w w
C=7/16"0 x 1 1/2" @10" O.C.
J=1 /4"0x1 1/8"@ 16"-A:B.
Qnla}
LLW F
D=7/16"0 x 1 1/2" @ 12" O.C.
K=1/4"0x1 1/8"@12':A.B.--�-�
6
29,_3„
25, 0„
` r
,_
24" O.C.
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
�-1#10 SMS T.0
1.880"�}- AT 12" O.C.
CD
LLI I\.:. '7948
* E);NAR 31 201111
s� CN11. ��
/ SIDE
SHINGLE ROOFING TO PROVIDE SEAL
ALLOWABLE DECK/ RAFTER SPAN
EXIST. RAFTER
U -BRACKET.
8•. 0
STEEL
J
OR 1 1/2" }
0
0
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
/
r1CAUCK
1 TO DRAIN
5" MIN. 1
TYPICAL BRACKET AT EVERY 2x
RAFTER
13�-10•.
9'-3"
2" x 4"
16" O.C.
2'-0"
FULL OR
FOR SPAN SEE ALLOWABLE
SPAN TABLE
1'-6"
10,_8„
8 _g•
2„ x 4„
24" O.C,
T-0"
4'�„
3'-0" !
FULL
3/4"
2' 0"
C
PATIO COVER
(3}#1 3 12" W.S. PATIO
2'�xWFULL OR
24" O.C.
2'-0"
17'-6"
14,_0„
r1
9'-6" 1
2"x8"NOTCHED
29,_3„
25, 0„
16' 9'
2"x8" FULL
24" O.C.
t1
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
�-1#10 SMS T.0
1.880"�}- AT 12" O.C.
CD
LLI I\.:. '7948
* E);NAR 31 201111
s� CN11. ��
/ SIDE
SHINGLE ROOFING TO PROVIDE SEAL
1D# L.L.=(2)98 SMS EA.
1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE
7,
3/16"
U -BRACKET.
8•. 0
STEEL
J
OR 1 1/2" }
0
0
1/4"0 HOLES,TYP.
NOTE: PROVIDE WATER
�3/4'
I
B' O
O
PROTECTION METAL FLASHING
JOINTS AND SLOPE
I 2x6 1 /2'.
O
r1CAUCK
1 TO DRAIN
5" MIN. 1
TYPICAL BRACKET AT EVERY 2x
RAFTER
FAX 403.1519 sales@dumlum.mm
1 1/4"
_
14" OR 1 1/2" 1
— — —' ---- _ _
\
FOR SPAN SEE ALLOWABLE
SPAN TABLE
�
\
SAVE LENGTH
DECK/RAFTER
EXISTING WOOD STUD FRAMING
„L„
\
\j� 2x6 OR 2xe LEDGER
/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf
/16"0 3-1/2' LAG SCREWS L.L.=20 AND 30 psf
RAFTER
3/4"
x
C
PATIO COVER
(3}#1 3 12" W.S. PATIO
RAFTER
W
WALL CONNECTION 0 NOTE: PLACE "SIKH FLEX" OR SIMILAR
KET AND COMP
DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC. H- GER CHANNEL
DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS
REVISED BY: KK. 8 D.P.
MATERIAL BETWEEN BRAC
SHINGLE ROOFING TO PROVIDE SEAL
NOTE:BRACKET
MAY BE MOUNTED
4O BRACKET CONNECTION
BELOW RAFTER W/
SAME CONNECTION'S.
OVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
LIVE LOAD =
10, zD & 3o psr
M PRODUCTS, INC.
HORIZ WIND=
NE AVE., SACRAMENTO. CA 95826
L(916)IA452-17021
SHEET 7 OF 29
90, 100 & 110 MPH
FAX 403.1519 sales@dumlum.mm
MAR157N0
Q�ofE Sip
��O Pg 1: CgMp
2
LN'. 37948
* EAR -3"1,11
COLUMN / POST . TYPES—'&—SURFACE MOUNT ATTACHMENT DETAILS
3.00' SQ. .032" �#10,SMS ---] 3.00 SQ. 3.00" SQ.
6.5"
O
3" SQ. ALUM. POST , 3'
ALUM. ALLOY 3004-1-136
47—u
ALUM.ALLOY
6063-T5
"H" BRACKET
ALUM.-ALLOY/3.0(
.024" @24"O.C.
EA. SIDE
14"R .075'
040" ALUM.
032" TYP. .048"STEEL
024"L -OL -i \ j 28" O O
5!8" PLASTIC PLUG)j F E
UM. POST MAG POST
E PLATES �l D')� 3 3004- 36 �n AI I lkA --
bes -15 i - 2.40'
1.375"
0 0 -750'
c 1.60"
1.50
INSTALL WASH. PLATE O9O" T�YP.
1%" x.5/16" x 5}4" WHEN USING Tl
YT
WIND AREA
'-,-0b0" BRACKET FOR 3" POSTS
7' ALUM "T" BRACKET
3 -3/8" LAG SCREWS OR
4 -1/4" LAG SCREWS
J (2.5" PENE. INTO WALL)
T I
W
q 7/16"OHOL
ASTM GRADE 40 STEEL
15T.'
TYP-
USE FOR 3"
POST ONLY
CL 2- 5116"0
40 I ALUM. ALLOY 6063-T6
STEEL "T" BRACKET
'T'BRACKET
718" @ WSQ. POST W/
(2)-#12 SMS EA.
0 1 2„ SIDE OF POST OR
1' 1/4" M.B. THROUGH
POST
7 �GAPL. (.18")
11/16"0 ROD 3116"
1040 STL. _
AUGER PARTS PAINTED 20"
"RUST-O-LEUM" OR EQUAL .POST BRACKET:
SQ"
OR HOT DIPPED GALVANIZED 3SQ4" 0 M.B.
OR ELECTROPLATED PER SIDE (2 -TOT.)
= t.
ILnLL=3"SQ.Xt-
.188'
p.250'1(I.18811cn .188".0"
SQUARE
STEEL POST
ASTM A36 GRADE 40
2 FLANGES
2 1/8" APART
BASE FLARES
TO T WIDE EA.
SIDE OF FLANGES
Z 1-7/16"0 HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
5
n," SQ. ALUM POST
I..
2 1/2"x 2 1/2"
x 7 GA. STL.
PLT. ASTM A36
3" x 8" ALUM. RAFT. BRACKET
4" DIA. 9 GA.
ASTM A-36 HELIX
3" x 8" ALUM. HEADER
3/16'9"x
NOTE:
16'k7 GA.
" STEEL PLATE
SINGLE PASS WELDED
AUGER ANCHOR
MAY BE USED WITH
ASTM A36
HEADER BRACKET
3 SQ. ALUM. POST
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
NOTE:
ONLY.
OR HOT DIPPED GALVANIZED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
OR ELECTROPLATED
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PASS WELDED O
SEE CONC. SLAB POST SPACING TABLE FOR SPACING. STEEL FOOTING
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. UVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
DATE: 10/23/2007 COLUMN / JOB N0. GF07-0674
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 8 30 pst DURALUM PRODUCTS, INC.
RANCHO CUCAMONGA, CA (951) 741-2107 POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH SHEET 8 OF 29
(916) 452-7021 FAX 403-1519 sates durelum.com
COLUMN/POST
'T'BRACKET\
3"SQ. POST W/
Q!POST (2)-#12SMS EAN
SIDE OF POST OR
1/4" M.B. THROUGH
POST
(2)-3/8"0 HILTI "KWIK"'1
BOLTS, OR EQUAL, EACH
BRACKET TO SLAB. l I
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
- k—.N.,,;.;" SLAB SHALL BE IN
GOOD CONDITION
31/2" MIN.
TING SLAB f
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16„
24"
28" SQ.
20„
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28-
32"
43" SQ.
30"
34"
47" SQ.
32„
36"
51" SQ.
34"
38"
55" SQ.
37„
40"
60" SQ.
39„
42"
64" SQ.
41"
44"
69" SQ.
43"
CUBE FOOTING W13 ill" SLAB
t
POST
ES &~SURFACE MOUNT AND EMBED
ALUM.'T"BRACKET USE WITH STEEL POST ON
POST TYPE B,C;D, OR E.
I USE POST TYPI
STEEL.-T"BRACKET USE HATH i �F, G'H, J OR K
POST TYPE B,C,D,E;F,G,H,J OR K. / i ` J'
STEEL. -I -BRACKET: :
KWIK
/1/2,DEPTH OF
F,OOTING�OR
I I
I
I
USE (2)-3/8"0 HILT[
BOLTS OR EQUAL `
,12" MIN.
I
I I
FOR POST TYPE J
• I•'
2" MIN. EMBEDMENT DEPTH
/
I I •
FOR KWIK BOLTS
I�•'
'� /
1 I I:•`.
FOR ALL OTHERx
1
.188"CONDITIONSASTM
'- LL
d p
•. • w
STEEL
T_O.C_ASTM
w
POURED CONCRETE
FOOTING SEE NOT
\ -
{�, t:•• .•1 1\ C
NC.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE SINGLE POSTS EMBED.
BOLTS
23" & 24' CUBE (2)-1n"0 3 1/4•
25" - 30" CUBE (4)-112"0 3 1/4"
31" - 34" CUBE (4)-5/8"0 4-
35" - 39' CUBE (4)-3/4"0 4 314"
(4)-3/4'•0 4 3/4'
40" - 42' CUBE
NOTES: BOLTS SHALL BE HILT[ KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
1, DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
Ya" X 0'- Y," AT STEEL'T'
�F2ACKET.
ED.
NT DETAILS
(3)-1/8"0 BOLTS
FOR POST TYPE J
(2)-/2"0 BOLTS6"INSERT
FOR ALL OTHERx
.188"CONDITIONSASTM
&A512
A36
STEEL
T_O.C_ASTM
STEEL
3" SQ. POST (STL.) -- - -"
OR FLUTED
OR 4" SQ. POST (STL.)
INSERT
9O PL.5/8"THK. `-" --
1 112" 9" 11/2"
1 1 n" 15" 1 1 n"
'V WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. B
12" SQ. xS/8-1 B, C, D. F & G
18"SQ.x5l8" B,C,D,F,G,&H
MAR 151009
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
1(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
12'x12"x 5/8' PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
1(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH) '
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674
r
WN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. COLUMN 10, 20 & 30 ps( URALUM PRODUCTS. INC.
E: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
LE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT g0, 100 8 110 MPH (916)452-7021 FAX403-1519 sales®duralum.com SHEET 9 OF 29
SED BY: KK. & D.P.
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE �1 0
1,79" OCCURS SPLICE WHERE SPLICE WHERE
OCCURS OCCURS
cfl 73 , 2.57" 4.6" 4.6' .075•
TYP.
14"R .048"
2.19" T 2.04- .065• TYR
2.08„ 2.04.1 4.00D0' TYP.
ass^
•—� YP. .28"
012.93" � T� 3.0'�
z.7'
038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY ASTM A653 GRADE 40
FASCIA-ALUM. ALUM. ALLOY 6063-T6 6063-T6 � E
ALLOY 3004-H36 6063-T6
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAMO
f- 4" -� MAR l 1.009
QRpfESd 3.0"
3„ 2" 6.5"
MAX.
SPLICE1__7 —1 � � � � —� .042"
WHERE 4" SPLICE WHERE LILI
CD No. 37948 iii
OCCURS ^070„ OCCURS I V .7Y0 x i _ 6.0„
P. * j 312011 .032"
.110„
TYP.
CNII
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004 H36 ALUM. ALLOY 30D4 -H36
6063-T6 I -BEAM O 76063-T6 O OR EQUAL J OR EQUAL
4" -BEO
' I:BEAM DBL. 2 x 6.5 BEAM 3 x 8 BEAML K
3.0"
_ � 1� ! ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3" e' 5„ ,
r 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
.042"
j
8" .042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
–y 7.875' ASTMA653GRADE50
� I I
.625"
ALUM. ALLOY 3004-H36
OR EQUAL L \ OR EQUAL ALUM. ALLOY 3004-H36' --.-� 2.875"
F•��
O e•
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM3,� 3 x 8 BEAM N
STEELINSERT
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 10 OF 29
90, 100& 110 MPH
(916)452-70.21 FAX 403-1519 selesQduralum.ecm
.i x.50")
+
BEAM TO POST CONNECTION
DETAILS
L _ _
3" SQ. POST ,
2.35"
_
.TOP & BOTT. TOT.=16
OPTIONAL DECORATIVE FASCIA .�
j
2-
6 1/2"x2"x'
i
( WOOD, ALUM. OR HARDBORD)
2410 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: BOLT
i
3" X 8' x.042" BEAM,
1/4"0 W/ WASHER
EA. SIDE OF 3"SQ. POST
3" X 3" ALUM. OR
15 RAFTER "TAIL" TO GUTTER 5
STEEL POST
MAG BEAM. SQ. STEEL OR
M
3:125" FOR 3 x RAFTER
\)-#10 S.M.S. EA. SIDE (4) -TOT.
i
14
GUTTER FASCIA
MAG BEAM 3" SQ. POST
3"SQ. STL. BEAM
�� H - BRACKET TO POST
ALUNI ALL
_ --_2.125" FOR 2 x RAFTER
#10 S.M.S. TOP & BOTT. (2) -TOT.
2412 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
#10 x 1/2" S.M.S. TOP
ALTERNATE: 1/4'0 BOLT W/ WASHER
& BOTT. (2) -TOT.
1 1/4"
EA. SIDE OF 3" SO. POST
'
5 "
ROOF -PANEL
14"
B 1/2"
-
75
+ 1.10"
j O
ROLLFORMED OR
_
.i x.50")
+
(4)-#14 SDS @ EA. SIDE
EXTRUDED GUTTER
FASCIA ALUM.BRACKETX
L _ _
3" SQ. POST ,
2.35"
_
.TOP & BOTT. TOT.=16
#10 S.M.S. @12"O.C.
j
2-
6 1/2"x2"x'
i
.024"RAFTER
2410 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: BOLT
i
1/4"0 W/ WASHER
EA. SIDE OF 3"SQ. POST
3" X 3" ALUM. OR
15 RAFTER "TAIL" TO GUTTER 5
STEEL POST
3:125" FOR 3 x RAFTER
3.00" 3" SQ. POST
OR .240"
i
14
GUTTER FASCIA
MAG BEAM 3" SQ. POST
3"SQ. STL. BEAM
�� H - BRACKET TO POST
ALUNI ALL
_ --_2.125" FOR 2 x RAFTER
OY 3003-H24 ALUM. ALLOY 3003-H24
1.50"� 1.50" 1 1/2" y t = .040" 6063'-T6.
1,28' „ 28" t = .040" 3004-H36 ALUM.
y
(4) - #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER
2"x3" LATTICE TUBE f
" SQ.O BE P2 �1/2" MINgIFES .
O
�#8 x 2 "SMS, 21/2"J-
( OR 3 1/2", TYP. MAR i 5 7109 - _: o
1 1/2" OR 2" SQ. OR 2"x3" LATTICEy 0 �� ({� O
@ WO.C. MIN. UP TO 7"O.C. MAX. CD
w N0. 37948 2.750'
—RAFTER 1 ExIMAR j 1 ajj I �\
LATTICE TUBE TO RAFTER CIVIL P (4)BRACKETTO BEAMEWS
17
"U" -BRACKET - RAFTER TO BEAM /18
DRAWN BY: KK: - TOM CAMPBELL & ASSOCIATES, INC. LIVE LonD = PATIO COVER SYSTEM AS MFG. BY:
DATE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING BEAM H POST 10. 20 8 30 psl DURALUM PRODUCTS, INC. JOB NO. GF07-0674
SCALE: NONE . RANCHO CUCAMONGA, CA (951) 741-2107 ATTACHMENT HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH
(916)452-7021 FAX 403-1519 seles@duralum.com SHEET 12 OF 29
SIMPLE SPLICE
SPLICE DETAILS < 1)
FULL MOMENT
I ' '
#10 S.M.S. II #12 S.M.S. II
IS TOT. TYP. THICKNESS =.035 (24 TOT TYP. THICKNESS =.035"
II
6.38" II
+ u } } ++ + + �� + + ++
II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDEDOR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE•SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
3"--{ TOTAL= (8)-1/2"0 BOLTS
0 +---o 1 0 0
SPLICE WHERE 4"
OCCURS 070„ O 0
TYP. I T
ALUM. ALLOY
6063-T6 1 6" 'I "
4' I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WF
OCCU
ALUM. ALLOY
6063-T6
7" I -BEAM
DRAWN BY: K.K.
DATE: 101232007
SCALE: NONE
REVISED BY: K.K. 8 D.P.
MOMENT C -SPLICE
TOM CAMPBELL 8 ASSOCIATES, INC. BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS
RANCHO CUCAMONGA. CA (951) 741-2107
BEAM TO POST DETAILS
(2VALOLEY, TYP �.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB
(6061-T6) ALTERNATE TO POST W/(2)-1/2"0
STL. C -BEAM
THRU-BOLTS
SQ. POST
INn BEAM TO POST CONN.
'j 1 Tom+
�R 31 1311
#12 METAL BACKED,
NEOPRENE WASHERED
CNI\- TEK SCREWS @ B"O.C.
AX. STAGGER IN BEAM
OFc FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKETTO POST.
POST, SEE SCHEDULE --�
ALTERNATE BEAM TO POST CONN.
LIVE LOAD = PATIO COVER SYSTEM AS MFG. tlY: JOB NO. GF07-0674
1a, 20 s 3o Psr DURALUM PRODUCTS, INC.
HORIZ. WIND= 6269 ALPINEAVE.. SACRAMENTO, CA 95626 SHEET 11 OF 29
90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales®duratum.com
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTION PLAN 2
ALTERNATE:,
4414 5.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
r
'
4.5" 0 6"
----
---
3"x 3"STL.POST (24") I o I
ALTERNATE:
INSERT ATTACHED OR I
(2)-2x6.5" OR
3"x 3"STL.POST COLUMN
(2)-3"x8"HEADER
FOR FREESTANDING
(2)-1/2"BOLT
2"x 6.5" SIDEPLATE -.
w
DBL. -RAFTER/ DBL.
HEADER CONN. 19
a
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3'K, RAFTER
- ALTERNATE. 1/2" BOLT
ALTERNATE:
2)- #10 S.M.S. EACH RAFTER
0 COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN 20
LATTICE BEAM TO POST CONNECTION
JBEAWSPLICE T -Cl 5/8" O PLASTIC
J_ -OCC -UR -DIRECTLY OVER
�I POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2 -POST UNITS SCREW SIDE
PER -SIDE I #14 SMS MAY
BE USE AS
3.5" ALTERNATE TO
1/4"0 BOLTS -
3.5"
8" BEAM _-
3.5"
3.5"
_.5
❑1 OR F
4 SMS EA
6-tr1 I
� 6 1/2" SIDEPLATE EA. I�
SIDE I I SIDE SEE POST SCHED.
#14 SMS EA. SIDE, I I f
I P�MID HEIGHT
AND.BOTOM.� 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULES 21
[]]
3" SQ. x.024" + (2)-2" x 6 1'/:xx04242 " 3" SQ.x .024" + (2)-2" x 6 1/2" x .032"
W/ (6)-#14 S.M.S. EACH SIDE? USE60N1CONCSSLAC SIDE.
USE ON CONC._SLAB_O.`NUY1' p y ,
SHIEATHING MAR ` �oo9
oQ�OFESS,
2"x6" LEDGER (EXIST.) A
Gj ZO
3/8" LAG SCREW
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY: K.K. & D.P.
E STUCCO OR EOUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SOB NO. GF07-0674
LATTICE 10, 20 & 30 pst DURALUM PRODUCTS, INC.
CONNECTIONS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 13 OF 29
90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales®durelum.com
POST F MAX HT.= 8' FREESTANDING ONLY
I AUNLU SULIU PATIOS 12' OR LESS EXP. B & C
4.5" / MAG GUTTER
MAX.POST FREESTAND ATTACHED
SPACING
MAG BEAM
MAX.POST FREESTAND
SPACING MIN.
(ING POST
TYPE
6.5" ROLLFORM
4" I -BEAM
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
MIN.
FTG. POST FTG.
(IN.) TYPE (IN.)
MIN.
TYOFE
m o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
EE 00 g
SPACING
ON SLAB
SPACINGSPACING
22
FTG.
MIN.
FTG
MIN.
FTG.
MIN..
FTG
MIN.
13'-0"
28
F
(IN.)
POST
TYPE
(IN.)
POST
TYPE
F
(IN.)
POST
TYPE
(IN.)
POST
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19'
11'-5" 26 G 24
G
24
26
G
25
B
12'-7"
8.10"d28
28
G
25
B
5'
13'- 7"
13'-0"
28
F
23
B
18'-0"
26
G
25
B
10'-1" 26 G 25
B
10'-5"
26
G
26
B
11'-7"
26
9'-6" 26 G 26
B
9'-10"
6'
11'-4"
11'-10"
26
F
23
B
16'-8"
B
G
26
B
26
G
27
B
10'-10"
26
G
15'-7"
B
9'-0"
7'
9'-8"
11'-0"
26
G
24
B
15'-5"
1 B
G
27
B
28
H
28
B
10'-3"
28
H
14'-5"
B
OQ
8'-4"
8'
8'-6"
10'-3"
26
G
24
B
14'-6"
28
G
27
B
28 1
H
28B
9'-9"
28
H
13'-6"
B
~ R! , 37
7'-10"
9'
7'-7"
9'-8"
26
G
25
B
13'-7"
28
G
28
B
28
H
29
B
9'-4"
28
H
12'-9
B
q NIL
7'-4"
10'
6'-9"
9'-2"
26
G
25
B
12'-1 "
11
28
G
28
B
33
H
29
B
9'-0"
33
H
12'-1 "
B
B
7'-0"
11'
6'-2"
8'-9"
26G
8'-10"
26
B
12'-3"
28
G
29
B
11' 6"
12'
5'-8"
11'-9"
26
G
29
B
13'
5'-2"
11'-3"
28
H
30
B
10'-7"
14'
4'-10"
10._1
28
H
30
B
15'
4'-6"
10'x"
28
H
30
B
16'
4'-3"
10"-2"
28
H
31JB
s,-6„
17'
4'-0"
9'-10"
28
H
31
9'-3"
18'
3'-9"
9'-7"B
28
H
31
9'-0"
19'
3'-7"
9'-2"
33
H
31
B
20'T-4"
s' -o"
33
H
32
B
8'-7"
POST F MAX HT.= 8' FREESTANDING ONLY
I AUNLU SULIU PATIOS 12' OR LESS EXP. B & C
4.5" / MAG GUTTER
MAX.POST FREESTAND ATTACHED
SPACING
MAG BEAM
MAX.POST FREESTAND
SPACING MIN.
(ING POST
TYPE
ATTACHED
3" SO. STEEL
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
MIN.
FTG. POST FTG.
(IN.) TYPE (IN.)
MIN.
TYOFE
FG'
(IN.)
MIN.
POST
TYPE
FTG'
(IN.)
MIN.
POST
TYPE
�G'
(IN.)
MIN.
POST
TYPE
15'-2" 28 F 22
B
14'-0"
28
F
22
B
15'-2"
28
F
22
23
B
B
13'-6" 28 F 23
B
13'-0"
28
F
23
B
14'-1"
28
F
12'-4" 28 F 24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
11'-5" 26 G 24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
10'-8" 26 G 25
B
11'-1"
26
G
25
B
12'-0"
26
G
G
26
27
B
B
10'-1" 26 G 25
B
10'-5"
26
G
26
B
11'-7"
26
9'-6" 26 G 26
B
9'-10"
26
G
1 26
B
11'-2"
26
G
27
B
9'-2" 26 G 26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
9'-0"
26
G
27
B
10'-6"
26
G
28
1 B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
OQ
8'-4"
28 1
H
28
B
1 o' -o"
28
H
. 29
B
28 1
H
28B
9'-9"
28
H
30
B
~ R! , 37
7'-10"
28
H
29
B
9'-6"
28
H
30
B
ELdLJ
7'-7"
28
H
29
B
9'-4"
28
H
31
B
q NIL
7'-4"
28
H
29
B
9'-2"
28
H
31
B
7'-2"
33
H
29
B
9'-0"
33
H
32
32
B
B
7'-0"
33
H
30
B
8'-10"
33
H
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B _J;�— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
DATE: 10/23/2007
SCALE: NONE
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID
POST SPACING TABLE
LIVE LOAD =
10, zo a 30
COVER SYSTEM AS MFG. BY:
PRODUCTS, INC.
JOB NO. GF07.0674
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2707
FREESTANDING
AND ATTACHED
psr
WIND
LDURALUM
INE AVE., SACRAMENTO, CA 95626
10#LL 90MPH
900108 MPH
-7021 FAX 403-1519 ules(ijlduralum.com
SHEET 14 OF 29
10# L.L., 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ. STEEL BEAM L. 3"_x8"x.042"BEAM SBL OR 35x8'BEAM�M 3"x8" BEAMw/INSERT ,
} MINIMUM NO. OF POST
r o z FREESTAND ATT. FREESTAND ATT. MAX•POST MAX.POST FREESTAND ATT. FREESTAND ATT.. o FOOTNOTE:
� o L) MAX.POST MAX.POST SPACING SPACING MAX.POST
F mP SPACING SPACING m
v) 0 FTG. MOST FTG. FTG. POST FTG. FOR DBL. FOR 3" x 8" FTG. MOST FTG. SPACING FTG. MOST FTG. POST TYPE 7 POST TYPE 2
T (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 25'-4" 17,`��, 28 23'-1O" 16'-4" 16'-4" 32'-0
G 22 3,_2„ 33 G 23 28 G 20 3� 33 G 27 s' 2 2 2 2
_ i. 5'-7" 16'-4"
�5'` `20 3� 16'-1" t 128 G 23 Z,�P 20' 8,; 33 G24/ 14'-83'-11" 14'-8"14'-8" 28'-7
_ 28 G 21 33 G 28 T 2 2 2 2
y 7._g..
6' 16'-10" 15'-2'� )28 G 24 19'-s" 33 G 24 13'-4" -13'-4" 28 21 26'-2" 33 28
18'-10' 12'-8" 13'-4" G r 5 G a' 2 2 2 2
7' 14'-6" 14' 28 G 25 18 T -s" 33 G 25 12 -41,-g„ 12-4 28` �G� 22 24'-2° 33 G 29 9, 2 3 2 2
12,
8'' 12•_8 �13'_g' 28 G 26 1s'-4" 28 G 25 11'-7"11 o r;1' 71 r26 �G '22 22'-s" 33 G 30 10' 2 3 2 2
11'-7. 1'-11 A
9' 11'-3... 13'-3" 28 G 26 15'-1 "x;;28 [26 1-0'=1- 1 ,10'-1 :26 23 21'-4" 33 � ' 30
_ 5'=5t G I � � 1.0 F4"- /�i10'-10' (j 0,�8„ (FG j 11' 3 3 2 2
10' 10'-2" 12'-9" 28 G� `27 ' 15'-2"� 1 28 26 10 -4"'�4 1 o'-4" �,26 X23 20`-3+` 3�3^ 31
I21 0 4'-8 28 G 2 s'-1 o" -10" X 01 °'-4! � t G� / , ` ' s' r' ` G 12' 3 3 2 2
11' 9'-3" 12'-4" F 9'-4': r y 9,'-10"., I r 19
28 G� r 14 13-11 " G f r, �26 G� 24 _4" 33 G 32 13' 3 4 2 2
12' 8'-5" 12'-0" 26 28 13'-s" X28. G 27t �9'-5" :9.5„ r 18'-8"
G 3._4 I l s'-0" !; ; g1_5„ 26 a G 24 18'-6" 33 G 32 1a' 3 4 2 2
17'-10'
13' 7'-9" 11'-8" 28 H 29 12'-10 w ,��28� 11H�I 2 ' 9-1 8 8 ` 1,1 9 1„ 28 H 24 17'- 9" 28 H 32 15' 3. 4 2 3
17'-2"
14' 7'-3" 11'-5" 28 H 29 12 2,�,� ,,28jr�Fi�!28� 8'_s" 81-9.1 28 H 25 17-1" 28 H 33 16' 4 4 2 3
15' 6'-9" 11'-2" 28 H 30 12 -11'-111 28 H 28 8 -5 8'-5" 28 H 25 16'� 28 H 33 17' 4 5 2 3
8'-0" 8'-5" 16'-0"
16' 6'4" 10'-11" 28 H 30 11'-11" 28 29 8'-2" 8'-2" 28 25 16'-0° 28
H 7'-9" 8'-2" H 5.�„ H 34 1a' 4 5 2 3
17' S'-11" 10'-8" 28 H 30 1'_2.. 28 29 7'-11" 7'-11" 28 25 155.0„ 28 H 34 19' 4 5 3 3
Tom" T-11' H
18' 5'-8" 10'-6" 28 H 31 11'-3" 28 H 29 7 8„ 7 -8' 15'-1..
0'-10" 7'-4" 7'_8" 28 H 26 14'-7" 28 H 34 zo' 4 5 3 3
19' Ste„ 10'-4" 33 H 31 11'-0" 33 H 29 T-6" 7.6„ 14'-8"
10'-7" 7 33 H 26 14'-3" 33 H 35 FOOTNOTE:
20' 5'-1" 10'-2" 33 H 31 10'-8" ER AND OR MIN. NO. OF POST
33 '-4" 7'�" 33 H 26 14' 33 35 REQUHEAIRED RED SPACING MUST EXCEED
10'-4" 11" 7'-4" 3'-10" H ALLOWABLE SLAB SPACING
C MAR 1'5 2009 FOOTNOTE: ' OR LESSER MUST BE USED
NOTE: O� A� �yI COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. COL. TYPES 2 = .032" SIDEPLATES, ON CONC.SLAB ORONLY
FOOTING SHOWN REPRECOD FOOTING! r
SENTS LENGTH OF Z
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. w ~ No. R7 1 1r�
WHERE SLAB OCCURS, CUBED FOOTING SIZE I
AR
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. 1 E(�
i D�
SEE ALTERNATE FOOTING TABLES tS' CN
SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B`FIGURE INDICATES EXPOSURE C
ADDITIONAL FOnTNOTF• vn4p:RF nw wnmp clr_i ioo cunnaa IAlrllf^ATCC r
DRAWN BY: K.K.
DATE: 1012312007
EL C.
TOMAND
LATTICE
POST SPACING TABLE
LIVE LD=
O.A.
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
SCALE: NONE
COMMERCIAL S NGINEERING
FREESTANDING
to, 20 8 psr
DURALUM PRODUCTS, INC.
REVISED BY: K.K. 8 D.P.
O CUCAM 951 741-2107
AND ATTACHED
HORIZ. WIND =
HORI .110
8269 ALPINE AVE., SACRAMENTO, CA 95826
24 OF 29
10 # 1 1 90 MPH
MPH1(916)SHEET
452-7021 FAX 403.1519 sales@duralum.com
MA
FOOTNOTE: "SAMPLE" FESS/O�
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE
C% ? I C'44
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX Z
w ~ [• 37948 r m
* EMIA.R 31 2911
NOTE: c \P
ALTERNATE
FREESTANDING FOOTING
TRIBUTARY
MPH
100 MPH
110 MPH
SOLID
PATIOS / COMMERCIAL
12' OR11LESS
EXB&C
EXP.B&C
SQ x
309 L.L: 110 MPH
FREESTAND
10' OR LESS
& ATTACHED
18" DEEP
}
cr F
�p
F
p Z m
v -g
a z
rn0
7" I -BEAM
4'-7" SQ x
5'-0" SQ x
MIN.
POST
TYPE
18" DEEP
DBL. 311
11x.042"BM
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
MIN.
POST
TYPE
B
DBL.2 x6.5 x.032
OR 3"x8"BEAM
BEAM
ATTACHED
3x8 BEAMMINSERT
uvE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GFo7-0674
MAX.POSTrFTG
SPACING
15'-9"
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACING TABLE
10, 20 8 30 psi
DURALUM PRODUCTS, INC.
MAX.POST
SPACING
FREESTAND
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
8'-0"
MAX.POST
SPACING
FOR 3 x 6
BEAM
g'-4"
FREESTAND
EESTAND
REVISED BY: K.K. & D.P.
ATTACHED
MIN.
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN
POST
TYPE
FTG
(IN.)
FTG.
(IN,)
28
MIN.
POST
TYPE
FTG
(IN.)
19
MIN.
POST
TYPE
B
.ST
N•)PE
32
.
T
F7G'
(IN)
22
POST
TYPE
C�
4'
' "
6"2"
19'-5"
37
J
24
F
11'-9'
32
22
B
B
7'-2"
6'-6"
7'-5"
6'-9"
28
28
J
20
21
B
B
�::14'-1"
12'-10"
32
32
J
J
23
24
C�
CX
s'
4'-10"
17'-4"
32
J
25
F
10'-6"
32
J
22
23
s'
4'-0"
15'-10"
32
J
26
F
9'-7"
28
J
B
6'-0"
6'-3"
26
J
21
B
11'-11"
28
J
25
T
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E
E�
B.
3'-1"
13'-9"
32
J
27
F
8'-4"
28
J
24
B
5'-4"
5'-6"
28
J
22
B
10'-6"
28
J
26
EX
9
13'-0"
32
J
27
F
7'-10"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
E
10'
12'-3"
32
J
28
j=
7'-5"
28
J
25
B
5'-0"
28
J
23
B
9'-6"
28
J
26
E/
11'-9"
28
J
28
F
7'-1"
28
J
26
B
9'-1"
28
J
27
EX
12'
11'-3"
28
J
29
F
6'-9"
28
J
26
B
8'-9"
32
K
27
E�
13,
10'-9"
32
K
29
F
F6'-6"
32
K
26
B
K
28
E�
1a'
10'-4"
32
K
1 30
F
6'-3"
32
K
27
R 1 � 799
MA
FOOTNOTE: "SAMPLE" FESS/O�
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE
C% ? I C'44
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX Z
w ~ [• 37948 r m
* EMIA.R 31 2911
NOTE: c \P
ALTERNATE
FREESTANDING FOOTING
TRIBUTARY
MPH
100 MPH
110 MPH
WIDTH
B&C
134"
EXB&C
EXB&C
SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
FOOTING SHOWN REPRESENTS LENGTH OF
CA
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
SOLID
uvE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GFo7-0674
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACING TABLE
10, 20 8 30 psi
DURALUM PRODUCTS, INC.
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 23 OF 29
1(9161452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107 AND ATTACHED
ie u l ' il" uou
90,100 & 110 MPH
FAX 403-1519 selesQ4dumfum.com
REVISED BY: K.K. & D.P.