08-1586 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: ' 08-00001586
Property Address:
47755 DANCING BUTTERFLY
APN:
649-030-069-95 -31311 -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
HIGH DENSITY RESIDENTIAL
Application valuation:
3259
Applicant:Architect or Engineer:
� .� At
LICENSED CONTRACTOR'S DECLARATION
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
1 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: lQ �Contractori
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ I 1, 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.).
(_ I 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
I _ 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
Owner:
CARPENTER, ANDREA
47755 DANCING BUTTERFLY
LA QUINTA, CA 92253
(
Contractor:
LIFETIME PATIOS
P.O. BOX 5806
LA QUINTA, CA 92248
(760)772-0013
Lic. No.: 770843
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 9/17/08
----------7-------------------------------
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 forthwith 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.
1 certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county toe er upon the above-mentioned property for inspection purposes.
Date: -(/� `ignature (Applicant or Agent): _144-
Application Number . . . . . 08-00601586
Permit . .
. PATIO COVER
PERMIT
Additional desc .
Permit Fee . . .
. 63.00
Plan Check
Fee
40.95
Issue Date
Valuation
. . .
. 3259
Expiration Date
3/16/09
Qty Unit Charge
Per
Extension
BASE
FEE
45.00
2.00 9.0000
THOU BLDG
2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and
Comments
WEATHERWOOD OPEN LATTICE PATIO STRUCTURE
PER APPROVED PLANS
TOTAL OF 245
SQUARE
FT.
------------------------------------------------------------
Other Fees . . ...
. . STRONG.MOTION
(SMI)
----------------
- RES
.50
Fee summary
-----------------
Charged
--------------------
Paid Credited
----------
----------
Due
Permit Fee Total
63.00
.00
.00
63.00
Plan Check Total
40.95
.00
.00
40.95.
Other Fee Total
.50
.00
.00
.50
Grand Total
104.45
.00
.00
104.45
LQPERMIT
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 ticampbellCaD-charter.net should you
require additional information.
Sincerely,
W
1 NO. 37948 r rn
Tom Ca bell, PE p•si3iia9 ;'`
CIVIL �P %
�CF CRLIFna`�
Site Information
Owner's Name%(
Address q77:55
City/Town 1 ^f cx�
State - q7 -7-(S 3
q-7 7ST
ve-j &j
APPR
'IBY p NNG-
A
Y PLAN T
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EN
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Msl
Bin #
'
City of La Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet.
Permit #
Project Address:4
Owner's Name: ,
A. P. Number:
Address: -
Legal Description:
City, ST, Zip: ZA X;A
Contractor: bFET ti/iC f% 7—/,OS .
Telephone:
Address:�ngQ�
Project Description:
// JJ
City, ST, Zip: 1A &IW—t eA ��� 7
Telephone: 76,o - 77,,? -Qo / 3S
JL4-
State Lic. # : 13-77D94 3.
city Lic. #: a
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
III
Construction Type: Occupancy:
Project type (circle one): New Add'n •Alter Repair Demo
Name of Contact Person: �n�5 /
Sq. Ft.:
#Stories:
# Units:
Telephone # of Contact Person: !6O bbg -1701)
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec°d
TRACMG .
PERMIT FEES
"
iladsets
Plan Check submitted
hero
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading.plan
2°d Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' 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
PATIO COVER SYSTEM AS MFG.'BY. DURALUM PRODUCTS, INC.
GENERAL NOTES:1�oQQFIOF�S�j�
GOVERNING CODES : r� Q 0•
.:,.
ASCED/SEII7 05 M N MIUM DESIGN LOADSIFOR BUILDINGS -AND OTHER CODE,
A ND,TIHOE 2000 ALUUMIINUM MONUA.L-ADM i-00. CALIFORNIA'BUILDING CODE, co �®
DRAWING NOTES �W
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL. HEADER SPAN. COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. �Ilo. -d(jJ�' yr
3. EACH INSTALLATION SHALL BEAR AN IDENTIFY114G TAG INDICATING THE NAME AND ADDRESS OF THE MA14UFACTURER DESIGN LOADS AND ENCLOSABILITY. tv
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. s -
5. THE APPROVED SET OF DRAW114GS AND SPECIFICATIONS SHALL BE KEPT Al THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED S'
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. Atli ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUM14 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: SO 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.S.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS. RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTIO14 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, SECTIO14 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. EASTERNERS: 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. TIME EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KANIK 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. NONHEATED STRUCTURE).
W114D LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR. EXPOSURES B AND C.
110 MILES PER HOUR. EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2.
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C. NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR. EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
DATE: 1012312007
TOM CAMPBELL 8 ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LIVE LOAD =
10, 20 d 30 psl
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
JOB NO. CFO? -0674
SCALE: NONE
K Y. P
RANCI-10 CUCAMONGA. CA (95 11741-2107
GENERAL NOTES
h10RIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95 826
SHEET 1 OF 29
REVISED BY, P.MPH
D
11 M
9n 1nnx tin
IVtAt d57.7n71 FAY dna-t5t9 e�lac�iBA��nliim rr
RAFTER. SEE
OPEN LATTICE TYPES
FOPORSIZE
AND SPACING
JsOS
J'�
POST CROSS-SECTION, -
//MAX. PROD.
SEE SCHEDULE
MAX. O.H.
G'
FA -s - -.
�0
C�
NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMAX. PROJ.
MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
RAFTER, SEE TABLE
25% OF SPAN
f
FOR 512E
AND SPACING ,
lictiD G
y
JsOS
J'�
POST CROSS-SECTION, -
POST
HEIGHT
rFF TSp
SEE SCHEDULE
SLAB
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
rs0
SFF S"AC
16
lT
�7�e NC
3 12 SLAB
Otz
NOTE: EACH COMPONENT IS INTER-
y�0
CHANGEABLE WITH ANY OTHER
SF
COMPONTENT, UNLESS OTHERWISE SHOWN.
TO CONSTRAIN
FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TY PE PATIO COVER
SCHEDULE
(�
C FOOTING WHERE REQUIRED
— -- SCALE: NTS
-i,/n-C'II�II `n TTAr-'L"JCf, 011:11-_`I C CIOAI
RAFTER, SEE TABLES
FOR SIZE SEESI
AND SPACING
MAX.
O,H.
O.H
25% OF SPAN
HEIGHT
LENGTH OF STRUCTURE VARIES
�G \ FOO i7NG WHERE REO)O,- R�►-taa
SEE SCHED. FOR FOOTIN1 G 1 ^�
NSE: THIS OPEN LATTICE -TYPE , P
MAY NOT BE ENCLOSED OR
_ATTICS STRUCT ` �
U ~JNo.379
�G EXp.3/31
NOTE:
/THIS OPEN LATTICE -TYPE TVR
NOT BEE `/ .
A V
rT0
-POST HEIGHT
SEE Cli DOLE
LENGTH OF STRUCTURE VARIES
JUN 0 2 7008 SFF T�C61Cr1C
OTE: EACH COMPONENT IS INTER-
GEASLE WITH ANY OTHER
P&NTENT UNLESS OTHERWISE SHOWN.
4,0 2
�' TYPE "F" ATTACHED M
8 r rFl ,
MAX. PROJ.
i SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
i ANO SPACING
. O.H
?s 4G MAX. O.H.
k0
.0 25 % OF SPAN
Ry
Ltsrs �'�'c
CiyC
OST HEIGHT
POST CROSS-SECTI� I LENGTH OF STRUCTURE VARIES
SEE POST DETAI
fA-rSTr'1'C
BUr�OrNC \\
POST WITH SIDE-
PLATES SEE DET,
•}sem ] 12" SLAB ATTACHMENT
MAY BE USED WHERE
v PERMITTED..
J SEE SCHEDULE ,
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE•TYPE STRUCTURE
q MAY NOT BE ENCLOSED OR COVERED.
-SFT aq
�TFCrA'C
JsOS
J'�
POST CROSS-SECTION, -
rFF TSp
SEE POST DET L
SLAB
T<FcrNc
NOTE: EACH COMPONENT IS INTER-
DS MAY e UUSED
TSA
16
{
3 12 SLAB
Otz
y�0
COM PONTENT UNLESS OTHERWISE SHOWN.
TF ° SCHEDULE
NOTE: EACH COMPONENT IS INTER-
•°
s °sTs
TO CONSTRAIN
FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY
COMPONTENT UNLESS OTHERWISE SHOWN.
FFTgB"Fc,yc
SCHEDULE
(�
C FOOTING WHERE REQUIRED
OST WITH SIDE-
PLATES SEE DETAIL
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE IIHII FREESTANDING MULTISPAN L
312" SLAB ATTACHMENT
MAY BE USED WHERE
TSpgCi._ I
PERMITTED./Te
SEE SCHEDULE f
�G \ FOO i7NG WHERE REO)O,- R�►-taa
SEE SCHED. FOR FOOTIN1 G 1 ^�
NSE: THIS OPEN LATTICE -TYPE , P
MAY NOT BE ENCLOSED OR
_ATTICS STRUCT ` �
U ~JNo.379
�G EXp.3/31
NOTE:
/THIS OPEN LATTICE -TYPE TVR
NOT BEE `/ .
A V
rT0
-POST HEIGHT
SEE Cli DOLE
LENGTH OF STRUCTURE VARIES
JUN 0 2 7008 SFF T�C61Cr1C
OTE: EACH COMPONENT IS INTER-
GEASLE WITH ANY OTHER
P&NTENT UNLESS OTHERWISE SHOWN.
4,0 2
�' TYPE "F" ATTACHED M
8 r rFl ,
MAX. PROJ.
i SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
i ANO SPACING
. O.H
?s 4G MAX. O.H.
k0
.0 25 % OF SPAN
Ry
Ltsrs �'�'c
CiyC
OST HEIGHT
POST CROSS-SECTI� I LENGTH OF STRUCTURE VARIES
SEE POST DETAI
fA-rSTr'1'C
BUr�OrNC \\
POST WITH SIDE-
PLATES SEE DET,
•}sem ] 12" SLAB ATTACHMENT
MAY BE USED WHERE
v PERMITTED..
J SEE SCHEDULE ,
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE•TYPE STRUCTURE
q MAY NOT BE ENCLOSED OR COVERED.
-SFT aq
�TFCrA'C
JsOS
J'�
POST CROSS-SECTION, -
rFF TSp
SEE POST DET L
SLAB
T<FcrNc
NOTE: EACH COMPONENT IS INTER-
DS MAY e UUSED
TSA
3 12 SLAB
CHANGEABLE WITH ANY OTHER ScF TO CONSTRAIN
TqB 9CH I FOOTING, SEE
MAY BE USED
COM PONTENT UNLESS OTHERWISE SHOWN.
TF ° SCHEDULE
NOTE: EACH COMPONENT IS INTER-
•°
s °sTs
TO CONSTRAIN
FOOTING. SEE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
CHANGEABLE WITH ANY
COMPONTENT UNLESS OTHERWISE SHOWN.
FFTgB"Fc,yc
SCHEDULE
(�
C FOOTING WHERE REQUIRED
SCALE: NIS SEE SCHED. FOR FOOTING CUBE 512E
SEE SCHEDFO
. FOR FOOTINGCUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE IIHII FREESTANDING MULTISPAN L
TTICE STRUCTURE
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GFD7-0674
DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE I. 20 d 30 psl DURALUM PRODUCTS, INC.
SCALE: NONE STRUCTURES HORI2. W)ND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
RANCHO CUCAMONGA. CA (951) 741.2107 90,100 6 110 MPH SHEET 3 OF 29
REVISED 6Y: K.K. b D.P. (916) 452-7021 FAX 407.1519 sales®durslum.com
SOLID PANEL TYPES
ATTACHMENT CHANNELLES
ALUMINUM SEE DETAIL ANDSHAiOFSTRUC
ru
ROOF PANEL THEPR0JEC OT BEL SRE VgR1ES
SEESCHEDULE
HEDDULESPANS TION IF ENC HAN
O ED
0. SPPN
"O.H." NOT TO EXCEED 25%
OF SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE --
DRAWN BY: K.K.
DATE: 10123/2007
G
C-)
SEE DETAIL FOR SPLICE -
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
POS7-
u
OPTIONAL: CANTILEVER BEAM m
O i
OPTIONAL: CANT EVER
BEAM
SEESChFO���S
SE PSCHOSTEDULE ~
~
OPTI NAL: CANT E
SQ. POSTS, SIZE VARIES
SE SCHEDULE POST SPACIN
SPACINGR x
x .
S0. POSTS, SIZE VARIES
f0OR
SES
SE PS ST SPACINGCHEDULE R
f
O.l2 OTT
�5% OFg AN EED
?
3 I1r SLAB ATTACHMENT
MAY BE USED WHERE
ALTERNATE:
O5;° OT Tp
OFSPA� CEEO in
v;
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
S114GLE POST
=
SINGLE POST
SEE SCHEDULE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'T
SEE SCHEDULE
NOTE 0 SPLICE AT THIS
SEE SCHEDULE
PERMITTED. lc�
SSJr�V•= IT
TTT"'
NOTE O SPLICE THIS
(.�
AT
POST AND AP LICE END BAYS.IS ��
FOOTING WHERE REQUIRED 4A FOOT
SEE SCHEDULE FOR FOOTING CUBE SIZE C/3'y SEE S
NOTE: EACH COMPONENT IS INTER- I
CHANGEABLE WITH ANY OTHER 'D F— NO- 37948
COMPONTENT UNLESS OTHERWISE SH6 3131 '()g
iv�'a>;T'T",r A`i+ :LJ•Ci •eC'Iklr I C COAAI-- 1 K'nF` A' f. i"f' I I C\/C)Tfr l' I
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SO. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
LENGTk OF ST
.H RUCTURE V
ARIES
(MAYNOTB
E ENCLOSED)
ATTACHMENT CHANNEL
SEE DETAILS -
MIN 0.5" SLOPE PER FT.
0 2 2008 f !'
E REQUIRED
FOR FOOTING CUBE SIZE
ALUMINUM
OOF PANEL MIN. D.5' SLOPE PER FT,
SEE SCHEDULE
FOR SPANS
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
LENGTh OF S7.UC
RTU
.N R'-
( . MAYN
E(MAYN
O T BE ENCLOSE,
1 I
"
DRAWN BY: K.K.
DATE: 10123/2007
TOM CAMPBELL 6. ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
POST
SEE
OPTIONAL: CANT EVER
BEAM
HORIZ WINO =
6269 ALPINE AVE., SACRAMENTO, CA 95626
POST
SEESC/�
OPTI NAL: CANT E
SChEO SES
SE SCHEDULE POST SPACIN
90. 100 & 110 MPH
SO. POSTS, SIZE VARIES
f0OR
SES
SE PS ST SPACINGCHEDULE R
ALTERNATE:
O.l2 OTT
�5% OFg AN EED
?
3 1/2" SLAB
MAY BE USED
ALTERNATE:
25%'0 NO
FSP� Ek EO
SINGLE POST
SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SINGLE POST
SEE SCHEDULE
NOTE 0 SPLICE AT THIS
SCHEDULE
NOTE O SPLICE THIS
POST D AT END BAYS.
POST 40, AT END BOYS.
FOOTING WHERE REQUIRED _BE FOOTING WHERE REQUIRED —,/ I /'�j J
SEE SCHEDULE FOR FOOTING CUBE SIZE /�/�/ SEE SCHEDULE FOR FOOTING CUBE SIZE _�/'
NOTE: EACH COMPONENT IS INTER -
1/2 x 9'• STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
DATE: 10123/2007
TOM CAMPBELL 6. ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
LIVE LOAD =
10. 20 6 30 psl
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
JOB NO. GF07-0674
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741,-2107
STRUCTURES
HORIZ WINO =
6269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 2 OF 29
REVISED BY: K.K. H D.P.
90. 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@dumlum.00m
f RAFTER SPANS FOR OPEN"CATTICE COMMERICAL & PATIOS -,.I i, 90/10.0/ 1.0
6, 5" ALUM. ALLOY 300aM36 3,. 6.5"
2" OR EQUAL 2••
ALUM. ALLOY 3004-H36
OR EQUAL
rn v
C C
"T' a
(PSF) (IN.) o
16"
.024
24"
^� 16„
10 .032-
24"
16"
.042
r24"
16"
.024
24"
16"
20 .032 24"
16"
.04224"
16"
.024
24"
16"
30 .032
24"
16"
.042
24"
* SEE NOTE BELOW
024"
032"
.042"
T
27 6 1/2" RAFTER 'yJ
90 MPH el 1100 MPH 1 110 MPH L.L.=
=XP R 'EXP.0 I EXP. B I EXP.0 VEXP. 8 1 EXP.0 (PSF)
14'-4"
'13'4" 1
13'-0'•
11'78"
12'-10" 11'-4"
11'-8"
10,_7"
10,_7"
9'-6"
10,11,•
9'.3"
19,_1"
17,4"
17,4„
15,_6„
17--l"
15' 4"
15,_6„
- 14,_2")
14,_2"
12'-B”
13'-11"
12'-3"
26'11"
23'-10"
23'-10"
21'-6"
23'-0"
20'-10"
21 •_6,•
t 9. 6„
19 6„
17' 6„
181_9„
IT -O"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
10'-8"
15'-2"
15'-2"
8--9"
B,4.
81_9,.
8,_91.
14,_3"
14,_3"
14,_3•,
14,_3„
14,_3,•
14'-3"
12'-4"
11'-8"
11' 8"
11'-B"
11 B"
20,_2,
20'-2"
20'-2"
20'-2"
032
16•_1„
16'-1"
16' 1"
16' 1"
16,_1•'
16'-1"
16'-6"
16"
12,_5„
12•_5,
T,_2„
7%2"
T,_2„
T,_2„
T,_2„
T-2"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
11'-9"
10'-2"
16"
16'-7"
16'-7"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-6"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
13'-3"
1 ALUM. ALLOY 3004-H36
024•• OR EOUAL
.032"
EXPOSURE B & C
1L I1 ,042"
* SEE NOTE BELOW
DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
c
90 MPH 100 MPH 110 MPH L.L,= •T• m °� 90 MPH 100 MPH 110 MPH
SF)
024
16
20'-3"
18,4„
18,-4„
16' 6"
1 18--l"
16'-D"
10
24"
16'-6"
15'-0"
15'-0'
13'-6"
14'-5"
13'-1"
10
.042
24"
23,_0„
24'-G'
24,_6„
22,_0"
24,_2,
21,11.,
SHEET 65 OF 29
.032
24"
22.0„
20,_0„
20'-D"
18'-0"
19,_8„
17,-4„
042
16"
15'-2"
15'-2"
15'-2"
15'-2"
15'-2"
15'-2"
20
.024
24"
12'-4"
12'-4"
12'-4"
12'4"
12'4"
12'-4"
16"
20,_2,
20'-2"
20,_2,
20'-2"
20'-2"
20'-2"
032
24"
16'-6"
16'-6"
16'-6"
16'-6"
16'-6"
16'-6"
16"
12,_5„
12•_5,
12,_5„
12,_5,.
12,_5.
12,_5,
30
.024
24"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
16"
16'-7"
16'-7"
16,_7,.
16' T'
16'-7"
16._7.:
.032
24"
13'-6•'
13•_6,•
13,_6,•
13'-6"
13' 6"
13•_6.
SF)
(IN.)
Na o
EXP. 8
EXP.0
EXP.8
EXP.0
EXP.8
EXP.0
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
16"
28'_2,
25'-7"
25,_7„
22,_6„
25,_2„
21'-2„
10
.042
24"
23,_0„
20'-10"
20,_10„
18•_9"
20•_6.,
18'-2„
SHEET 65 OF 29
042
0„
20
24"
17._2. 1
17' 2'
17'-2"
17'-2"
17,_2
IT
042 116117'-3117' 3117' 3117'-3117'-3117. 3117'-3117' 3117' 3117'-3117'-3117 3"
30 24" 14'-2" 14'-2" 14'-2" 14'-2" 14' 2" 14'-2"
* ENGINEER'S NOTE: WHERE SINGLE RAFT. FjO-apOUBLE RAFTERS WITH 3" MAX. SPACING
BETWEEN MAY BE USED AT 32" D.C. OR 48'0 ��NGS9�1�, LE RAFTER SPANS ARE NOT EXCEEDED.
JUN 0 21008 r ��
O 7,37948 r PROJECTION
' 3/3709 rL SPAN
f f�
J
TRIBUTARY TRIBUTARY=
WIDTH Iill SPAN - O,H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10/232001
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 d 30 psl
DURALUM PRODUCTS, INC.
1(916)452-7021
JOB NO. GF07-0674
SCALE: NONE
RANCHO CUCAMONGA, CA (95 1) 741.2107
RAFTER SPANS
HORIZ vNNO =
6269 ALPINE AVE., SACRAMENTO, CA 95626
REVISED BY: K.K. a D.P.
90, 100 8 110 MPH
FAX 403-1519 sale QdumIum.com
SHEET 65 OF 29
PANEL FASTENERS
DRAWN BY: K.K.
90/100/110 MPH
EXPOSURE B & c
LOAD
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
OAT E: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN
&0011 00"
10. 20 & 30 psi
DURALUM PRODUCTS, INC.
18
RANCHO CUCAMONGA. CA (951) 741-2107
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
10* -2"
10'-2"
r12'-9"
12'-9"
13'-4"
F-
14'-7"
14'-7"
465
CA
No. 37:MOB
JUN (-t2ffl8
(19
OPTIX@ PRODUCTS ACRYLIC PER
R9.250
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
FLAT PANEL ADJACENT TO SKYLIGHT PANELS
DRAWN BY: K.K.
6" PANEL SPANS / 8" PANEL SPANS
LOAD
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
OAT E: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN
&0011 00"
10. 20 & 30 psi
DURALUM PRODUCTS, INC.
18
RANCHO CUCAMONGA. CA (951) 741-2107
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
DRAWN BY: K.K.
6" PANEL SPANS / 8" PANEL SPANS
LOAD
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
OAT E: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN
&0011 00"
10. 20 & 30 psi
DURALUM PRODUCTS, INC.
18
RANCHO CUCAMONGA. CA (951) 741-2107
10
10* -2"
10'-2"
r12'-9"
12'-9"
13'-4"
13* -4"
14'-7"
14'-7"
1
USE xMAX. or 1SKYLIGHT PANEL PER:
(3)o^ROOF PANELS oe(4)a^ROOF PANELS
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES 'INC�INEERING'
LOAD
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
OAT E: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN
&0011 00"
10. 20 & 30 psi
DURALUM PRODUCTS, INC.
18
RANCHO CUCAMONGA. CA (951) 741-2107
PANEL FASTENERS
HORIZ. VIAND
0269 ALPINE AVE.. SACRAMEN70 CA 95826
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES 'INC�INEERING'
LOAD
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
OAT E: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN
10. 20 & 30 psi
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
PANEL FASTENERS
HORIZ. VIAND
0269 ALPINE AVE.. SACRAMEN70 CA 95826
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1.50"
.06
.012'90" .202"
DIA.
o c563"
r m 281"
ALUM.ALLO
6063-T6
,060 B
m a WALL
N " m FASTENERS
1.75
D
R'OLLF�O.RME'HAI' 'G'E R'
sat::,t:,, . �,.� ass, s . .
R.F. OR EXT. HANGER
CHANNEL. 2x OR 3x
RAFTER BRACKET. \
ALUM. PANEL 2x OR/
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROD.
SEE TABLE BELOW
Y
EXTRUDED HANGER CH
EXIST. EAVES, RAFTER
EXISTING EAVE_—
EXISTING EAVE CONNECTION ( 2
WALLFASTENERS
SEE TABLE
.25"R
410 SMS 0 PANEL
LOCKS OR M SMS
4"
I
AT EA. CONTACT
AT MASONRY OR
CONCRETE
OVERHANG
'
.200' 45•
LL=10 LL=20 LL=30
90
—� CONTINUOUSA-RAILL
E E E
ROOF PANEL
3 "ERE OCCURS)
C
E E E
ALUM.ALLOY
110
D BorD BorD
6063-T6
J J K
A 10 SMS (til EA. CONTACT
5'-6"
AL6063-T6 Y
I 5" MIN. OR 8"
of
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
WALL CONNECTION
O I.R. HANGER
2.7 40"
T=.060"
WALL FASTENERS
SEE TABLE
> APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND AT 2x FASCIA
DESIGN WI SIMPSON A35
AT WOOD STUD
16" O.C.
AT MASONRY OR
CONCRETE
OVERHANG
LL=10 LL=20 LL=
LL=10 LL=20 LL=30
LL=10 LL=20 LL=30
90
-30
A B or D B or D
E E E
J J K
100
8orC BOrD 8orD
E E E
J J K
110
D BorD BorD
E E E
J J K
8'-3"
5'-6"
2'-0" T-0" 4'-6"
I 5" MIN. OR 8"
of
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
2'-0"
zz
Waw
tnwo
N
LL��
A=3/8"O x 1 1/2" @ 12" O.C.
B=3/8" 0 x 1 1/2" @ B" O.C.
C=7/16"0 x 1 112" @ t0" O.C.
D=7/16"0 x 1 1/2" @ 12" O.C.
E=3/8"O x 4" @ O.C. EACH STUD:
F=7/16" 0 x 4" @ O.C. EACH STUD
J=114"0x1118" 16"A.B.
@
K=1/4"0x1'1/8"@12" A.B, -
2"x8" FULL
EXIST. RAFTER
r
10# L.U.=(2)#8 SMS EA. SIDE
ALLOWABLE DECK/ RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30 1
2 x 4
FULL OR
.
16" O.C.
1'-6"
16,_8"
13,_10„
9'-3"
2'-0" 11'-8" 8'4"
5'-10"
2" x 4"1'-6"
FULL
24" O.C.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
10'-B"
8'-3"
5'-6"
2'-0" T-0" 4'-6"
I 5" MIN. OR 8"
2"x6"FULL OR
2"xB"NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-D"
NOTE: AT 10, 20 & 30 L.L. MAY USE: f UN Q `Z 1UUU�4� 51. C M
2x6 DF -L fit LEDGER MAY BE INSTALLED WHERE i� 0
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) GO
USE: f
(2)-3/8"06" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER S No. 37948
P-33 ,
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO I
Z2
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.).
RESPECTIVELY -1
- _ 1.8
w
N
O
O
i 0
A
N
O
O
#10 SMS T&B
r AT 12" O.C.
!
r
10# L.U.=(2)#8 SMS EA. SIDE
TOM CAMPBELL & ASSOCIATES, INC.
///
1 1/2" 209/30#L.L.=(2)910 SMS EA. SIDE
3116„
.
U -BRACKET
811 D
STEEL
10, 20 & 30 PS!
'
;�44, 3/4' OR 1 1/2"----
p
\ p
114"0 NOLEs,TYP.
SCALE: NONE
RANCHO CUCAMONGA. CA (9511 741-2107
•1
NOTE: PROVIDE WATER
8269 ALPINE AVE.. SACRAMENTO, CA 95826
I 2x6 112"
jj} B O
} O
O
PROTECTION METAL FLASHING
CAUCK JOINtS AND SLOPE
r TO DRAIN
I 5" MIN. OR 8"
t(
(9161 452-7021 FAX 403-1519 salesaduralum.com
RAFTER
I
TYPICAL BRACKET AT EVERY 2x
-
\
FOR SPAN SEE ALLOWABLE
ry/DECK/RAFTER SPAN TABLE
"I< EXISTING WOOD STUD FRAMING" VELENGTH
\
�Gi \ \ 2v6 OR ]xB LE OGER
13/
2. 2 EACH 1/4-0. 3-1/2" LAG SCREWS L.L,=10 sl N
t" TT' 2 EACH 7118'0 x 3.112" LAG SCREWS L.L.=20 AND 30 psi
RAFTER )
r frI x71/2"W.S. PATI. 1C.ER'
�..
RAFTER TO
WALL CONNECTION O NOTE: PLACE 'SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE EIRACKET
MAY BE MOUNTED
4 BRACKET CONNECTION BELOW RAFTER Wl
SAME CONNECTION'S.
O
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07.0674
.
DATE: 101232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 & 30 PS!
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (9511 741-2107
ATTACHMENTS
NORM WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 7 OF 29
REVISED BY: K.K. b D.P.
90, 100 d 110 MPH
(9161 452-7021 FAX 403-1519 salesaduralum.com
O
T
COLUMN/ POST TYPES &,SURFAQE MOUNT ATTACHMENT DETAILS
�!" 3„—I-2 1 3 00" SQ
3.00"SQ. I� ' .032"
.024"
I iL
024"
@) 5/8" P
3" SQ. ALUM. POST �SQRI A'L. M- P;OS1
WITNtsMUMfi
ALUM. ALLOY 3064-H36. -ALUf311 ALS( .Y dj � F1.36s
y°�
< IN p 2 2 LUM. ALLOY".-. 3.00".OR_ r
10� y0 .6063-T5 2.40"
1.375„
8 a / 0 75.,
9 / 0
a
1.60" /
'INSTALL WASH. PLATE IR
090" TYP
1%'-X;5116" x 5Y, W1•IEN USING
IN 1'10,�i1P i.WINDAREA
�7o9b,,esRAC;KET•FOR.3" POSTS
3j-318" LAG SCREWS OR
�f 41-1/4" LAG SCREWS
J\ 10 S" DCAIC IAI-rn %A/AI I 1 , _
J
LU
ALUM.ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
s
1110 sM5I—
@24"O.C.
EA. SIDE
O 075"
T R ,040" ALUM.
TYP. 048"STEEL
LASTIC PLUG I - `28" O L O
:' ST I
3" SQ. ALUM. POST
ALUM. ALLOY 6063-T6
CL 7116"OHOLE
"
TOM CAMPBELL &'ASSOCIATES, INC. -
ASTM GRADE 40 STEEL 1.125"
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
75"
157"
TYP
_
USE FOR 3"
COLUMN/
POSTTYPES
10, 20 & 30 psr
POSTONLY
5.50"
5.50'
CL2-5/16"O• _ :HOLES
-
'
STEEL- "T"
6269 ALPINE AVE., SACRAMENTO, CA 95626
FAX 403.1519 ialesQduralum.com
SHEET 8 OF 29
21/8"
-T' BRACK
3 -SQ. POS
1
.y
(2)-1112 SMS
oSIDE
1.2"
,
OF POS
1/4" M.B. THR
POST
7 GA. PL. (.18") _
11/16" 0 ROD
3116"
1040 STL.
AUGER PARTS PAINTED
20
OR
"RUST-O-LEUM" OR EQUAL
3"SO.POST B
OR HOT DIPPED
(1)-1/4- 0 M.
OR ELECTROPLATED
PER SIDE ( 2
4" DIA. 9 GA. —
ASTM A-36 HELIX
•
NOTE:
SINGLE PASS WELDED
AUGERANCHOR
MAY BE USED W
3'SOALUM.P SITH
ONLY.
NOTE:
STEEL FOOTINGS AND AUGER ANCHOR TO BE
'
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
cac rnMr Cl AR R CT cDAr kl TART a Cl. CO -1.1
BRACKET:
ET
T W/.
EA.
TOR
OUGH
=3"SQ.xt=.1 BB"
=3"SQ.x(=.250'I
=4"S0.xt=.188'I
SQUARE
STEEL POST
ASTM A36 GRADE 40
2 FLANGES
2.1/8" APART
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
(11-7116"0 HOLE
& 2-3/8" HOLES
TYP. EA. -SIDE
5)
3" SO. ALUM POST
J I .
RACKET: 2 112'x 2 112"
B• x 7 GA, STL.
-TOT.) PLT. ASTM A36
. Vitt
9"x16"x7 GA.
" STEEL PLATE
ASTM A36
AUGER PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
OR HOT DIPPED GALVANIZED
_ OR ELECTROPLATED
SINGLE PASS WELDED -
S FEEL FOOTING O
DRAWN BY: K.K.'
TOM CAMPBELL &'ASSOCIATES, INC. -
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
POSTTYPES
10, 20 & 30 psr
OURALUM PRODUCTS, INC. -
1(915)452-7021
'
SCALE: NONE
REVISED BY: K.K. b D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
HORIL.WIND ='
90, 100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95626
FAX 403.1519 ialesQduralum.com
SHEET 8 OF 29
1
ATTACHED
ALTERNATE FTG
CUBE SIZE
-COLUMN/ POST TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
20"
21" SO.
12"
22"
ALUM.TBRACKET USE WITH
16"
24"
28" SO.
20"
26"
I
23"
28"
POST TYPE B C,D, OR E.
25"
30"
STEEL POST ONLY:
28"
32"
43" SQ.
"T' BRACKET \�
34"
STEELTBRACKET USE WITH
POST TYPE B.C,D, E,F,G,N.J OR K.
321•
I
USE POST TYPE
F, G, H. J OR K
3 -5/8'0 BOLTS
( )
FOR POST TYPE J -
'
�.�
i
3"S Q. POST
3 -SQ. POST
(2)-#12 SMS EA..
P SO. POST
ALUM."T'BRACKET:
USE (2)-310'0 HILTI
BOLTS
39„
42"
64" SQ.
415"
44"
69" SQ.
SIDE OF POST OR ;
KWIK OR EQUAL
STEEL.TBRACKET:
112 DEPTH OF
1 1
(2�-112"0 BOLTS
16"INSERT
114" M.B. THROUGH f
USE 2)-318'0 HILTI KWIK
(
FOOTING OR
I I
I (
F R ALL OTHER
CONDITIONS 4 5"
x .108"
POST ��
(Z)-3/B"0H(LTI"KWIIC"- 1
SEE NOTES BELOW
eoLis OR EQUAL
(2' MIN. EMBEDMENT DEPTH
t2" MIN. EMBD.
I 1
::. y ;,
ASTM A36
STEEL
BOLTS, OR EQUAL, EACH + 1
FOR KWIK BOLTS
T.O.C.BRACKET
TO SLAB.
j
2•'S .OASE PLT
MINIMUM DISTANCE TO
J
-so A
EDGE OF SLAB = 2-112"
418
w
ASTM A572 STEEL
DEPTH ,
.Q
w Q
n =
3/16"
-
/
SLAB SHALL BE IN -
4" GOOD CONDITION
POURED CONCRETE
FOOTING SEE NOTE
'�•; -•;',"••-'.
; ; T' ::�'.
F
0.
3" SO. POST (STL) -
FOR s1zE
(,)-112"0M.8.
OR "SQ.P
OR 4•' S0. POST (LUTED STL.)
\\\�
31/2"MIN.
SEE FOOTING
x9" LONG, 1'
SQUARE
SCHEDULE SQUAR
FROM END
OF POST
SEE FTGS,
SCHED.
INSER
,
_//
_ EXISTING SLAB a O7
3" SQ. POSTS TO CONC. FOOTING O
SQUARE
INTO
POST
FOOTING
EMBED. 9
PL.5/8"THK.
1n'
,.
i/2..
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SO.
12"
22"
25" SQ.
16"
24"
28" SO.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30"
34"
47" SQ.
321•
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39„
42"
64" SQ.
41"
44"
69" SQ.
43"
' CUBE FOOTING WI 3 Ill' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23' B 24' CUBE
(2)-1R"0
3 i/4'
25' - 30' CUBE
(4)-112'0
3 114'
31' - 34' CUBE
(4)-SIB"0
4'
35' - 39' CUBE
(4)-3/4"0
4 3/4'
40' -42' CUBE
(4)-314'0
4 3l4'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
SPECIAL INSPECTION REQUIRED.
NOTES:
DRAWN BY: KY
1. DO NOT USE ALUM. -T'
N
BRACKET WITH 3X8 BM.
PATIO COVER SYSTEM AS MFG. BY:
W/INSERT, MAG. BEAM, 4' OR
7" I -BEAMS.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2. POST TYPE E
10, 20 d 30 psf
INSTALL WASHER PLATE, 2"X
JOB N0. GF07-0674
Y. X 0'-5'" AT STEEL "T'
SCALE: NONE
BRACKET.
AND EMBEDMENT
3. POST TYPE F
8269 ALPINE AVE., SACRAMENTO. CA 95826
DO NOT USE STEEL "T"
JUN
N 7008
BRACKET Wl 7" I
1 ((11
90, 100 8 110 MPH
(g16)452-7021 FAX 403-1519 seles®dumium.mM
SHEET 9 OF 29
No
nlp•
3;94,8
Exp' 3/31/09
r
rr
� C
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
WELDED STEEL EASLPLATE 0
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
12- SQ. x518- B. C,D.FBG
18 - SQ. x 518' B, C. D. F. G, BH
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL
12'x12"x 5l8' PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH )
(4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL
18,08,X518, PER I.C.C. ESR -19170R EQUAL
1(4 3/4' EMBEDMENT DEPTH )
DRAWN BY: KY
TOM CAMPBELL 8 ASSOCIATES. INC.COLUM
N
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 d 30 psf
DURALUM PRODUCTS, INC.
JOB N0. GF07-0674
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND "
8269 ALPINE AVE., SACRAMENTO. CA 95826
REVISED BY: K.K. d D.P.
90, 100 8 110 MPH
(g16)452-7021 FAX 403-1519 seles®dumium.mM
SHEET 9 OF 29
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" 61" GUTTER EXT. CLIP GUTTER EXT. CLIP
r _ 3.00" SQ.
2.00" SPLICE WHERE-� SPLICE WHERE
179OCCURS SPLICE
OCCURS E OCCURS
rr �-
� 4.6'
6"
TVP.
" 2.5%" 4. 3 - Z
730
TYP.T
2.19" 2.04' ' .048"
2.08" 2.04" 06TYP.
—r P• 4.0000• u .
2.93
" TM7
ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6' 6063-T6
ALLOY 3004-H36 O 6063-T6 O O
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL BEAM E
�rt:ba)v �
4" 1UN O'2 2�OV 7 ry� I
_ _ 1. CA C
OA�� LZ I� MAX."�I 2•
Tr
No. 37 r m 042'
WHERE 4" SPUCEWHERE 3/31/08 8.0"
OCCURS OCCURS .-
070' —
TYP. —110" .032„
TYP.
11
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004FI36
ALUM. ALLOY ALUM. ALLOY OR EQUAL J OR EQUAL
6063-T6 F 6063-T6
4" I -BEAM f 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
�^ 1.25
•__ ALTERNATE STEEL C -BEAM FOR ALUM. [-BEAMS
1 i T_ ►-I�
�;�• -
/�` MAx.—� 3" .625„ ��` 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
I - .042" ,
042 T- 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
8" 7.875 ASTM A653 GRADE 50
I
I I
rALUM.
`ALUM. ALLOY 3DD4-H36 ALLOY 3004-H36 .-62i-5" � 2
OR EQUAL O OR EQUAL ' M —� 2.875" O
3 x 8 BEAf�I`W/�ST:LT�'IN,S.ET DBL. 3 x 8 BEAM 3 x 8 BEAM,
-,.,.�T�°=''-'',�•!•`-' �- • r STEEL INSERT
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 012 312 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 6 30 po
DURALUM PRODUCTS. INC.
1(9161452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
BEAM TYPES
HORIZ. WIND -
B269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 10 OF 29
'
REVISED BY: K.K. B D.P.
90, 100 8 110 MPH
FAX 403-1519 sales®duralummm
OPTIONAL DECORATIVE FASCIA
(WOOD. ALUM. OR HARDBORD )
2-1112 a 112" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 114"0 BOLT Wl WASHER
EA. SIDE OF 3" SO. POST
GUTTER FASCIA
MAG BEAM
3•'SQ. STL. BEAM
3" SO. POST
2410 z 112- S.M.S. EACH SIDE OF 3"
SO. POST (4-TOTAL]j
ALTERNATE: 114"0 60LT WI WASHER
EA. SIDE OF 3" SO. POST
3'SO. POST
1 3' SO. POST
BEAM TO POST CONNECTION DETAILS
" x 8" x.042" BEAM,
" SQ. STEEL OR
IAG BEAM.
410 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER _.
(4)-#14.SDS @ EA. SIDE, FASCIA
TOP & BOTT. TOT.=16 a10 S.M.S. @12 O.C.
i
X 3" ALUM. OR
TEEL POST
14
H - BRACKET TO POST
13 ALUM. ALLOY 3003-H24
.28" 3" 2"
018,L
P1
2"x3" LATTICE TUBE
x 2 "SMS, 2 1!2"
(\ OR 3 1/2", TY P. -
1 1/2" OR 2" SO. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX)
— RAFTER _
LATTICE -TUBE TO RAFTER
4 17
ALUM ALLOY 3003-H24' `
1.50"
JL 2 12 '
.28"
1 1/2" SQ: OR
6 1/2"x2"x
.024"RAFTER
\)-410 S.M.S. EA. SIDE (4) -TOT.
a10 s.M.S. roP a BOTT. (2) -TOT.
1 1/4"
4
ALUM. BRACKET X
2" 1" _..
RAFTER "TAIL" TO GUTTER 15
3.125" FOR 3'x -RAFTER
2.125" F 2 x RAFTER
1 1/2" t = .040" 6063-T6 \ �,
I = .040" 3004-H36 ALUM. 1,
(4) - #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER I 1t
2" I'ATTICEXs TUBE 2 J1/2" MIN.
itO
11,
,��,��5 �. c�'� 1UN 0 2 200t;
O
.-u 1\10. 379,,? j1 2.750„
Exp. 3/31
(.(4) - 98 x 3/4" TEK SCREWS i
''BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO'BEAM—,
— �j
DRAWN BY: K.K
_sT01v1 CAMPBELL &ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 012 312 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
.10. 20 b 30 psl
DURALUM PRODUCTS. INC. -
SCALE: NONE
RANCHO CUCAMONGA. CA (95 1) 741-2107
HORIZ WIND =
90, 100 d 110 MPH
8269 ALPINE AVE.. SACRAMENTO, CA 95B2fi
SHEET 12 OF 29
REVISED BY: K.K. b D.P.
(916) 452-7021 FAX 403-1519 sales®dumlum.com
SPLICE DETAILS
SIMPLE SPLICE
9„
.5" 3" 1"1 11 3"
410 S.M.S.
(B TOT.
BEAM TO POST DETAILS 12
FULL MOMENT
1 (2)#10 S.M.S.0 EA.
�I II I I I I VALLEY, TY�
912 S.M.S. II
(24 TOT NP, THICKN IMS =.035"
38"
II
•i-+ tt ntt 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
i -BEAM ALUM ALLOY
(6061-T6) ALTERNATE I
`1� 2 7 C -BEAM
u
TYP. THICKNESS =.035
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I
II
- t II t f
II
6.
BEAM TO POST DETAILS 12
FULL MOMENT
1 (2)#10 S.M.S.0 EA.
�I II I I I I VALLEY, TY�
912 S.M.S. II
(24 TOT NP, THICKN IMS =.035"
38"
II
•i-+ tt ntt 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
i -BEAM ALUM ALLOY
(6061-T6) ALTERNATE I
`1� 2 7 C -BEAM
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR '
SO. POST,CONNECTWEB
I TO POST WI(2)-112"0
THRU-BOLTS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I
3 Irr TOTAL= (8)-t12"0 BOLTS
`���
JOB NO. CF07-0674
--- _..._._...... — --- --- — - ---
1.00"
SO. POST
�SJ(U���l
COP4MERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
i AQP
0 �-0 O o ��, P
1. C,gMA <(. BEAM TO POST CONN.
•' 2'00"~.-� O
:I
,
SPLICE WHERE
OCCURS 4,•
_.070"
n o o u
TYP.' I �� E
r
0.37948rri
P• 3/31/08
SPLICE DETAILS
HOAiZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 29
ALUM. ALLOY Z
6063-7616" 1" f
4" I -BEAM
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPUCE WHI
OCCul
ALUM. ALLOY
6063-T6
7" I -SEAM
MOMENT C -SPLICE
#12 METAL BACKED.
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
'qAAX. STAGGER IN BEAM
FLANGE
ROOFPANEL
4"x3'• ALUM. "I" BM. OR / {4)-1/4"0 M.B. BEAM
7"x4" ALUM. "i" SM. —/ TO BRACKET
2- 3/8"0 M.B. TFIRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE y
ALTERNATE BEAM TO POST CONN.
•
DRAWN 0Y: KK.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. CF07-0674
•
DATE: 1012312007
COP4MERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
8�'M
10.20 8 30 psl
DURALUM PRODUCTS, INC.
,
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HOAiZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 29
REVISED BY: K.K.d D.P.
g0, 100 d 110 MPH
(91fi)452-1021 FAX 401.1519 sales®du2lum.com
DOUBLE RAFTER CONNECTION DETAILS LATTICE.-BEAM:TO 'POST;.CONNECTION
- BEAM SPLICE TO _
1 1/2" OR 2"LATTICE 48 S.M.S. OCCUR DIRECTLY OVER 5/8" 0 PLASTIC-,
POST. NOT PERMITTED PLUG WHERE .,,Pl
ALTERNATE 1/2" DOUBLE RAFTER- @ 2 -POST UNITS SCREW IS.INSIDE
BOLT CONNECTION PLAN 2 6 SCREWS
ALTERNATE : PER SIDEI
4414 S.M.S. EACH #14 SMS MAY
RAFTER TO COL. BE USE AS
3.5 3.5"
-- CONNECT, (8 -TOT.) ALTERNATE TO 1 1/4"0 BOLTS
3.5" 3.5"
.5 - 8" BEAM
3"x 3"STL.POST (24") ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I 1 (2)-3"x8"HEADER
FOR FREESTANDING
J-L� LL (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL, HEADER CONN. 9
#8 S.M.S. EACH SIDE
/__ LATTICE 1 1/2" OR 2"
I
} O1 ORE
16-#14 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA. f
#14 SMS EA. SIDEI SIDE SEE POST SCHED. J(
TOP, MID HEIGHT
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES Jl
�---BEAM TO POST CONNECTIbN , -
�POST SCHEDULE 21
3" SQ. x.024" +.(2)-2" z 611/2".x .024"<. 3" SQ. x..024" + (2)-2" x 6 1/2" x.032"
2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC._SLAB ONLY, USE ON CONC. SLAB'OR FOOTING.
EXIST. �l
SHEATHING
JUN 0 2. 7008
�oQ�tOFt_��/��
2"x6" LEDGER (EXIST.) CJI CA y`
X ` 3/8" LAG SCREW
2"x6.5" OR 3"x8" RAFTER
• LLl ✓— � Z
ALTERNATE: 1/2" BOLT '. / NO 37948 r' IT
r`
Exp. 3/31/09 _-o
-t ALTERNATE:
2 - 910 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN 20
E STUCCO OR EQUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K.
TOM CAMPBELL 8. ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY;
JOB NO. GF07-0674
DATE: 1012312007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10. 20 & 30 psl
DURALUM PRODUCTS, INC.
1(916)
SCALE: NONE
REVISE08Y: K.K. D.P.
, .
RANCHO CUCAMONGACA(951) 791-2107
CONNECTIONS
HORIZ. WIND -
90, 100 6 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
I SHEET 13 OF 29
8
110
452.7021 FAX 403-1519 sales®dumiumcom
10#fi L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
r
SOLID
6.5" ROLLFORM
4" I-BEAM
JOB NO. GF07-0674
4.5" /
MAG GUTTER
MAG BEAM
POST SPACING TABLE
FREESTANDING
3" SQ. STEEL
BEAM
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHED
HOR12. WIND •
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 14 OF 29
REVISED BY: K.K. d D.P.
10 q L.L 90 MPH
90,100 & 110 MPH
(916) 452-1021 FAX 403-1519 sales�duralum.wm
o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN•
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
PIN-
FTG.MIN,
ON SLAB
POST
'
POST
POST
POST
POST
POST
POST
POST
POSTPOST
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
14'-6"
28
F
22
B
19'-4a'-10"
33
G
24
B
15'-2"
28
F
22
B
14'-0"
28
F
22
B
15'-2"
28
F
22lf'
B
5'
13'-7"
13'-0"
28
F
23
B
18'-0>�,-1„
28
G
25
B
13'-6"
28
F
23
B
13'-0"
28
F
23
B
14'-1"
28
F
23
B
6'
11'-4"
11'-10"
26
F
23
B
28
G
26
B
12'-4"
28
F
24
B
12'-3"
28
F
24
B
13'-3"
28
F
24
B
15-7'
7'
9'-8"
11'-0"
26
G
24
B
15'-s"
28
G
27
B
11'-5"
26
G
24
B
11'-8"
26
G
25
B
12'-7"
28
G
25
B
4--5"
8'
8'-6"
10'-3"
26
G
24
B
14'-6"
28
G
27
B
10'-8"
26
G
25
B
11'-1"
26
G
25
B
12'-0"
26
G
26
B
13'-6'
9'
7'-7"
9'-8"
26
G
25
B
13'-1>2
28
G
28
B
10'-1"
26
G
25
B
10'-5"
26
G
26
B
11'-7"
26
G
27
B
10'
6'-9"
9'-2"
26
G
25
B
12'-1 >--
28
G
28
B
9'-6"
26
G
26
B
9'-10"
26
G
26
B
11'-2"
26
G
27
B
11'
6-2"
8'-9"
26
G
26
B
12
28
G
29
B
9'-2"
26
G
26
B
9'-5"
26
G
27
B
10'-10"
26
G
28
B
6
12'
5'-8"
26
G
29
B
9'-0"
26
G
27
B
10'-6"
26
G
28
B
13'
5-2"
11' 3"
28
H
30
B
8'-8"
28
H
28
B
10'-3"
28
H
29
B
14'
4'-10"
10,_1
28
H
30
B
8'-4"
28
H
28
B
1u'-o"
28
H
29
B
15'
4'-6"
10' 6" �
28
H
30
B
8'-1"
28
H
28
B
9'-9"
28
H
30
B
9'-10"
16'
4'-3"
10"-2"
28
H
31
B
7'-10"
28
H
29
B
9'-6"
28
H
30
B
17'
4'-0"
28
H
31
B
7'-7"
28
H
29
B
9'-4"
28
H
31
B
18'
3'-9"
9 -7 �
28
H
31
B
7'-4"
28
H
29
B
9'-2"
28
H
31
B
9'-0"
19'
3'-7"
9'-2'8
33
H
31
B
7'-2"
33
H
29
9t0"
33
H
32
B
10"
�
20'
9 08,
33
H
32
B
7'-0"
33
H
3�
1.
y"�'3
H
32
B
3'-4"
7„
P
POST F MAX HT.= 8' FREESTANDING ONLYI[IN (2 2008�� n
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 8 C.
r- Z
N0. 37948 r m
`xp 3/31 /09
�,,n�,
DRAWN BY: K
i TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF07-0674
DATE: 1 012 712 0 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 70 pal
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHED
HOR12. WIND •
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 14 OF 29
REVISED BY: K.K. d D.P.
10 q L.L 90 MPH
90,100 & 110 MPH
(916) 452-1021 FAX 403-1519 sales�duralum.wm
10# 'L.L- 90 MPH"FREESTAND.& ATTACHED -OPEN -LATTICE -PATIOS -12' OR'LESS- -EXP...B'. & C--
DRAWN BY: K.K.
TOM CAMPBELL & ASSO RTES. INC.
3" SO.
STEEL BEAM
PATIO COVER SYSTEM AS MFG. BY:
`—`-
DBL. 3"x8"x.042'
BEAM
5
DB,L.2"x6.5"x.032"
OR:3"x8"BEAM
BEAM
DURALUM PRODUCTS. INC.
3"x8" BEAMw/INSERT
SCALE: NONE
d
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
-- -
MINIMUM NO. OF POST
Ia- I=-
O Z m
g
•
0
FOOTNOTE: '
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
POST TYPE 1
POST TYPE 2
o
m -
� 3
v
In
a
SPACING
3
2
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" 8"
SPACING
1,-9„
12,-4„
_m
c
MIN.
MIN.
MIN'.
MIN.
28
H
z
f U) p
16'28
FTG
POST
FTG.
11'-7"
FTG.
POST
FTG.
22
x
FTG.
POST
FTG.
FTG
POST
FTG.
2
1—
EXP. B
EXP. C
EXP. B
EXP. C
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
2^ z 6.5x.032^
BEAM
(IN.)
TYPE
I
(N.)
(IN.)
TYPE
(IN.)
G
26
15'-1."
25'-
17'-4"
28
G
22
23'-10"
33
G
23
16 4
16-4
28
G
20
32'-0"
33
G
27
B'
2
2
2
2
10' 4"
10' 1
3'-2"
0'-8'
5'-7"
16'-4"
31 -0
12, „
28
G
27
15,_2„
28
G
26
10'-4"
5'
20'-3-3"
1 '-1"
28
G
23
21'-4"
8"
33
G
24
1.4'-8"
14'-8"
28
G
21
28'-7"
33
G
28
7'
2
2
2
2
9, 7„
20'
13'-11"
14'-8"
28
G
28
T-9"
28
G
27
9' 10"
9'-10"
26
G
24
19' `)"
6
16'-10"
' 15'-
28
G
24
19 6"
33
G
24
13,-4„
13'-4'>-28
. 11
13'-11"
G
21
26'-2"
33
G
28
B.
2
2
2
2
tl
10' 10'-2"
11' 9'-3„
12' 8--5--
1
'-5"
14' 7'-3"
15' 6'-
16' 6'-4 '
17' 5'-1
18' 5'-8„
19' 5'-4„
2
2
2
2
2
2
3
3
3
3
3
3
10 -4 33 H 31 1 p _7" H 7' 2" 7' s" H 14' 3" H FOOTNOTE: '
33 10'-8" 33 F POST
7-4 33 26 14' 33 35 REODUERED SPR AND ACING MUST OEXCEED
10'-2" H 31 ri (" "„ 7'-4" H 3'-10" H ALLOWABLE SLAB SPACING
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
(� OR LESSER MUST BE USED
FOOTNOTE: '
JUN 0 <• 1000 COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
r COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING:
NO. 37948 r n
Exp. 3/3 Z FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
i, 0�FIGURE'INDICATES'EXP05URE 6
1, I ADDITIONAL FOOTNOTE: WHERE 014LY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSO RTES. INC.
18 -10
PATIO COVER SYSTEM AS MFG. BY:
,JOB NO. GF07.0674
12'-8
13 -4
p05T SPACING TABLE
FREESTANDING
10, 20 d ]0 psl
DURALUM PRODUCTS. INC.
5 -4
SCALE: NONE
d
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
,NORIY_ WINO •
90,100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 24 OF 29
•
14'-4
28
G
25
18,_1„
33
G
25
12'-4"
12'-4"
28
G
22
24'-2"
33
G
29
9•
2
3
2
17'-6„
1,-9„
12,-4„
3,_5,
13'-9'
28
G
26
16'28
G
25
11'-7"
11'-T'
26
G
22
22'-8"
33
G
30
10'
2
3
2
16'-4
11'-0'
11'-7"
1'-11
13'-
28
G
26
15'-1."
) 28
G
26
10'-1
10'-1 „
26
G
23
21' 4"
33
G
30
11•
3
3
2
5'-5"
10' 4"
10' 1
0'-8'
12, „
28
G
27
15,_2„
28
G
26
10'-4"
10'-4"
26
G
23
20'-3"
33
G
31
12,
3
3.
2
14'-8"
10
10,A„
9, 7„
28
G
28
14'-5"
28
G
27
9' 10"
9'-10"
26
G
24
19' `)"
33
G
32
13'
3
4
2
13'-11"
9'-4"
9'-10"
18'-8"
26
G
28
13'-9"
28
G
27
g'-5"
9' S"
26
G
24
18'-6"
33
G
32
14'
3
4
2
3'-4"
g' -O"
9'-5"
11'-8"
28
H
29
28
H
28
9-1"
g. -v
28
H
24
17'-9"
28
H
32
151.
3
4
2
12'-10'
1'
28
H
29
12'_9„
28
H
28
8 9
8 -9"
28
H
25
17' 1"
28
H
33
JB'
4
4
2
2,11„
8,
8,-9„
6,-7„
8
p
12 -4
28
H
28
8 -5"
8'-5"
28
H
25
16'-6"
28
H
33
IT
4
5
2
J _2
11'-11'
8'-O"
8'-S"
16'-0"
1 0'-1
28
30
11'-11"
11'-6"
28
H
29
8=2"
7'-9"
8,-2,,.
8'-2"
28
H
25
16'-0"
5-15"
28
H
34
18,
4
5
2
1
H
7
28
29
T-11"
7'-41"
28
H
25
16'-6"
28
H
34
19'
4
5
3
30
1' 2"
H
7'-6"
7'-11'
15' o'
1 6'
8
H
11'-3"
28
H
29
7
28
H
26
15'-1"
28
H
34
20�
4
5
3
31
O' 10'
711
7' 8"
14'-7"
11'-0"
33
29
T-6„
7,-15„
33
26
14'-8"
33
35
2
2
2
2
2
2
3
3
3
3
3
3
10 -4 33 H 31 1 p _7" H 7' 2" 7' s" H 14' 3" H FOOTNOTE: '
33 10'-8" 33 F POST
7-4 33 26 14' 33 35 REODUERED SPR AND ACING MUST OEXCEED
10'-2" H 31 ri (" "„ 7'-4" H 3'-10" H ALLOWABLE SLAB SPACING
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
(� OR LESSER MUST BE USED
FOOTNOTE: '
JUN 0 <• 1000 COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
r COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING:
NO. 37948 r n
Exp. 3/3 Z FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
i, 0�FIGURE'INDICATES'EXP05URE 6
1, I ADDITIONAL FOOTNOTE: WHERE 014LY ONE FIGURE SHOWN INDICATES EXP. 8 & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSO RTES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
,JOB NO. GF07.0674
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING'
p05T SPACING TABLE
FREESTANDING
10, 20 d ]0 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
d
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
,NORIY_ WINO •
90,100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 24 OF 29
•
REVISED BY: K.K. D.P.
10 tF L.L. 90 MPH
(916) 452-7021 FAX q0]-1519 sales®dumlum.cam
30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
�
Il-
o
1-
O (Dm
0 - g
nOQ z
gyp
7" I -BEAM
110 MPH
WIDTH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032', BEAM
OR 3"x8' BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
4'-0" SQ x
MAX.POST
SPACING
FOR DBL.
2x6.52,032
MAX. POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(1N.)
MIN.
POST
TYPE
FTG
(IN)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN•)
MIN.
POST
TYPE
FTG.
(IN.)
) I'I
POST
TYPE
FTG
(IN•)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POSTPOST
TYPE
FTG.MIN.
(IN.)
TYPE
4'
6'-2"
19'-5"
37
j
24
F
11'-9"
32
j
22
B
8'-0"
8'-4"
28
j
19
B
15'-9"
32
J22
C/
B-
4'-10"
17'-4"
32
.j
25
F
10'-6"
32
J
22
B
7'-2"
T-5"
28
J
20
B
14'-1"
32
J
23
C�
61
4'-0"
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
C�
7'
T-6"
14'-6"
32
.j
26
F
8'-11"
28
24
B
6'-0"
6'-3"
26
21
B
11'-11";
28
J
25
81
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
5'-4"
5'-6"
28
22
B
10'-6"
28
26
ID•12'-3"
32
J
28
F
7'-S"
28
.j
25
B
5' 0"
5'-3"
28
23
B
10'-0"
28
J
26
E�
i)
11'-9"
28
j
28
F
7'-1"
28
26
B
5'-0"
28.
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�
14
10'-4"
32
K
30
F
6'-3"
32
K
27
B
T-5"
32
K
28
E�
.IUN ll ?.70'q
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C�11��,
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXPEyo.
No. 37946
. 3131
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS. CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
Nyc'.
'r m
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
T-4" SQ x
T-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:
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
Ia. 20. 30 ps(
DURALUM PRODUCTS, INC.
JOB NO. GF07.0674
SCALE: NONE
RANCHO CUCAMONGA, CA (95)) 741-2107
AND ATTACHED
HORI2WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. S D.P.
�n .1 1 in seow
90.100 & 110 MPH
19161452-7021 FAX 403.1519 salesandumIQmwm
SHEET 23 OF 29