10-0302 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Titit 4 4a Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: 10-00000302
Property Address: 78564 SAN MARINO CT
APN: 609-551-040-31 -28458 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3272
Applicant:
Architect or Engineer:
X4�
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 License is in full force and effect.
License Class: B License No.: 770843
Date:. � Contractor:
NER•BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ ) I am exempt under Sec. , B.&P.C. for this reason
Date: . Owner:
CONSTRUCTION LENDING AGENCY
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 ISec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
PILLSBURY RESIDENCE
79564 SAN MARINO COURT
LA QUINTA, CA 92253
(
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/09/10
Contractor:
LIFETIME PATIOS
P.O. BOX 5806 -
LA QUINTA, CA 92248
(760)777-2650 ✓�J
Lic. No.: 770843
wA J_,_ 2oiD / i1
WORKER'S COMPENSATION D�Ct"
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' compensate vi d
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 SOUTHERN INS Policy Number WSI004013401
_ 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,
aand agree that, if I should become subject to the workers' compensation provisions of Section
— e�� 13700 of the Labor Code. I shall forthwith comply with those Provisions.
Date: Applicant: Applicant:
WARNING: FAILURE TO SECU MPENS TION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that 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 ter upon the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent): ZZ
Application Number . . . . . 10-00000302
Permit . . . PATIO COVER
PERMIT
Additional desc . .
Permit Fee . . . . 63.00
Plan Check
Fee
40.95
Issue Date . . . .
Valuation
. . .
. 3272
Expiration Date 10/06/10
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
OPEN LATTICE PATIO COVER PER APPROVED
-- --- -- - -- - -- .. _ .. PLANS & 2006 IBC, 2006 IRC 2007
-.....
-
CBC.TOTAL OF 240 SQARE FEET.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
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 1.00
.00
.00
1.00
Grand Total 104.95
.00
.00
104.95
LQPERMIT
Bin #
City of Ca Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
',%•
0
Project Address: • - -
Owner's Name:
Address: Z"GV 2
A. P. Number:
Legal Description:
City, ST, Zip:
Contractor: /FE71-A,j,67 4 7—j,0,5
Telephone:
Address: �® 1!54X
Project Description:
City, ST, Zip: 1A a01A)7—A 64
� se t trCft
Telephone: 76,o - 777 _,,QLL d1`3
State Lic. # : /� -7%08 T 3. City Lic. #: 3aS'8
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: r� a/*:5/
Construction Type:" Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:e,206-
Stories:
# Units:
Telephone # of Contact Person: %0-669
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACIONG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
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°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' 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
PO Box 5806 OFFicE: 760.777.2650
La Quinta, CA 92248 TOLL FREE: 800.739.7072
charles®lifetimepatios.com FAX: 760.345.1922
www.lifetimepatios. com
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009.
Building Official
Local Authority Having- Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed 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 and 2005
Aluminum Design Manual, ADM=01 and ADM -05.
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) 74172107 or at ticampbell(a charter.net.should you
require additional information.
Sincerely, /��,Q'' M, °'
� r
LU No.3
Exp. 31
Tom Camp ell, PE CNIL o
OF CAUN /
Site Information
Owner's Name
Address 5'(o 4
City/Town Q \.)L NcTA— - - - -
State �G Z -L,5 3
M
N
PATIO COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY.
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 DONOY 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 CBC & 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 BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 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 AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. 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).
21. 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:
22. 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.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. 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 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. 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.
26. 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.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KW1K BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1365 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
,.,. 1.1
loll f, %il�1 I
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
'' WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.;
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13, COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. "
I
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/05/2009 COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107
REVISED BY* K K & 0 P
LIVE LOAD=PR-- 0
10, 20 & 30 psI DURALUM ODUCTS, INC.
HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET1 OF 30
qn in IR11f1 MPH 11piAldr7-7n7i Fdx dfL'1-1F1P mloe(nlrL rtal„m
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX. PROJ.
SEE SCHEDULE
MAX. O.H.
25% OF SPAN 0'
SEE SICHEI
T
LENGTH OF STRUCTURE VARIES
LATTICE TYPES
NOTE: THIS OPEN LATTICETY
-PE STRUCTURE MAX. PROD.
SEE PRO
` MAY NOT BE ENCLOSED OR COVERED.
1 RAFTER_ SEE TABLE
POST HEIGHT
SEECHEOUL
v
Fx'ST'NG111"(01NG • t
r�
POST WITH SIDE-
PLATES SEE DETAIL
I
'
LENGTH OF STRUCTURE VARIES
PO
SFF t Soq
IIVIIIIWIri
qe( 'NG
F
POST WITH SIDE -
PLATZrEl'A"TTACHMENT
7 1R• SLAB ATTACHMENT
D WHERE
SFQSTSp
Tg(GHANGEABLE
OTE: EACH COMPONENT IS INTER-
POAYBE US
WITH ANY OTHER
SFSPlSEE SCHEDULE
I
getl
OMPONTENT UNLESS OTHERWISE SHOWN.
Nc
OTE: EACH COMPONENT IS INTER-
.0
MPAY BUSED WHERE
FOOTING WHERE REQUIRED. ����
SEE SCHED..FOR FOOTING CI:1
GEABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
SFF PgN I,
tF c
SEE SCHEDULE
OPEN LATTICE=T-YPE PATIO COVER
SCALE: NTS
NOTE�THIS"OPO TTICE TYPE STR /r
- MAY NOT BE "ENCLOSED ORj� Cj A. C 4AI a
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
�P �`Y�
TYPE "F" ATTACHED
MULTISPAN
LATTICE STRUCTURE
TYPE "E" ATTACHED SINGLE SPAN
LATTICE STRUCU
No. q7` A
8 {m
I`II n1/ Il b �]Qo1+
F11 �J L J
/
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
. ,.,
RAFTER. SEE TABLE MAX PROD
- 't0
THIS OPEN E S CT
MAX. PROD.
' - SEE SCHEDULE
FOR SIZE SEE SCHE U E
NOTE: , �/
E ENCLOSEE-TY
MAY NOT BE ENCLOSE O ERED.'
AND SPACING
' RAFTER, SEE TABLE
O H
-n `I
v I V I
FOR SIZE
AND SPACING
�S�OR MM' 25%O OF
O.H
POSTSAFRHq
' S �-Y MAX. O.H.
-aCil,CG
2S% OF SPAN
�O,cgO
OST
HEIGH71?T
: �•"_"°"•' ^'
G
SE
-I.-1
gg
OST HEIGHT
III k -Id
•Op'
SE
REDUCE
•OC
VARIES
OU 4
RAN
®
16
LENGTH OF STRUCTURE
G
POST CROSS-SECTI
LENGTH OF STRUCTURE VARIES
O
�F N
A
SFF
SEE POST DETAI
POST
S
Tggt�Cq,G
SEE POST
`SPOSTSP
NOTE: EACH COMPONENT IS INTER-
Po MAY BE 3 112" UBED''
ge[FCN/2
�11E�;ILSS-SETION,
SLAB
Y USED
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
FFSPg\TO FOCOINS SEE
gBtF Nc
NOTE: EACH COMPONENT IS IN ER -
SFFT
CONSTRAIN
N
FOOTING, EE
SCHEDULE'
CHANGEABLE WITH ANY OTHER
SPgC
gStF NG
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
TOM CAMPBELL & ASSOCIATES, INC.
OPEN LATTICE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DRAWN BY: K.K.
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES '
10, zo s 3o psr
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
SCALE: NONE
RANCHO CUCAMONGA, CA (951J 741-2107
90.100 8 110 MPH
IR1R1 AFJ.7n?i LAX An A_1510
caloc(nlN lraLlm rnm
REVISK K R D P
�A •.
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL —
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE –
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED –
SEE SCHEDULE FOR FOOTING CUBE SIZE
TYPE "A" ATTACHED SII
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
0.
"O.H." NOT TO EXCEED 25
OF SPAN
'7111
SOLID PANEL-_ TYPES
H OF
TMEPR ALL NOT BECTUR
URE VARIES
ECTIpN I��ESS TNn..
POST AND Aj END BAYS.-
NOTE:
AYS"NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHI
(Mq y NOT aE ENCL OSEp
ATTACHMENT CHANNEL LENGT
ALUMINUM SEE DETAILS ?�NpSHgLt AOr LICTUREV
ROOF PANEL MIN. 0.25" SLOPE PER FT. EP'40CT QN SIF THAICS
SEE SCHEDULE
CLOSED
0. .
"O.H." NOT TO EXCEED 25
OF SPAN
U
SEE DETAIL FOR SPLICE –
m
U
III
=
SO. POSTS, SIZE VARIES
2
OPTIBNAL: CANTIIE
3 1/2" SLAB ATTACHMENT
iv
MAY BE USED WHERE
PERMITTED.
Sp
SEE SCHEDULE
SQ. POSTS, SIZE VARIES
MAX. HT.= 12'
Exp.75I
clo-
TING WHERE REQUIRED –1
SCHEDULE FOR FOOTING CUBE SIZE
� '
,IMAY 0 6 1009
1-11 ATTA(�IJr= RA
F ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
J 0.
"O.H." NOT TO EXCEED 25
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TH
•..nE VqR/ES
(Mq y
LOSE,))
SEE DETAIL FOR SPLICE _–�/
III
SEE DETAIL FOR SPLICE
OPTIBNAL: CANTIIE
p
S OST SpAC/N
SCHEDULES
OPTIONAL: CANT LEVER BEAM
SEE SCHEDULE FOR
gq, POSTS. SIZE VARIES
Sp
SEE SCHEDULE FOR
PST SPACING
SQ. POSTS, SIZE VARIES
POST SPACIN =
0..". N
3 1/2" SLAB
0. H. NO
25j OFgp kCEEp N
3 1/2" SLAB25%
MAY BE USED
"ALTERNATE:
OFOT T� EkC
Sp EEMAY
BE USED
ALTERNATE:
SINGLE POST
q//
TO CONSTRAINTO
CONSTRAIN
SEE
SEE SCHEDULE
FOOTING, SEES=FOOTING,
O SPLICE A THIS
END BAYS.
SCHEDULEPNOTE
OST
D AT END BAYS!SSCHEDULEDAT
i
FOOTING WHERE REQUIRED --/ BY��NOTE:
SEE SCHEDULE FOR FOOTING CUBE SIZE1/2 x 9" STEEL ROD EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/0512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107
REVISED BY, K K It D P
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" 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:
SOLID PANEL 10. 20 & 30 psr OURALUM PRODUCTS, INC. .
STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 2 OF 30
90, 100 & 110 MPH I IP1A1 aA9.7n9i cnx ana-+F'IP c ��
RAFTER
ALUM. ALLOY 3004-1136
OR EQUAL
"-SEE,NOTE BEI
o� m
c �
L.L.= "T' m v
(PSF) (IN.) a o
16"
.024
24"
16"
�0 .032
/ 24"
L,.fl 16"
.042
24"
16"
.024
24"
16"
20 .032 24„
16"
.04224"
16"
.024
24"
16"
30 .032
24"
16"
042
24"
NS'* FOR OPEN LATTICE COMMERCIAL & PATIOS
�-.� 3.. 6.5"
}�}�
�F
�r
/ A X2
032"2"
.
1 ) No. 37918
'r
Exp. 3 I-I}-II�
ALUM. ALLOY 3004-H36
R EQUAL
v-
TRIBUTARY
WIDTH
TABLE
LIVE LOAD=
CLEAR SPAN (FT.)
m 41 DBL. 2 x 6 1/2" RAFTER
x 6 1/2" RAFTER �,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
L.L.=
(PSF)
dN)
90, 100 & 110 MPH
D, 100 & 110 MPH "''
KPOSURE B& C
OR EQUAL
N o EXPOSURE B& C
14
15 16
16 21'-1"
--'-024
BELOW
24" 17'-2"
12'-2"
10
an a�
L) 0.
3 x 8" RAFTER
.032
16" 28.6„
20;_x.--
90 & 100 MPH
110 MPH
24" 23'_3..
16,_5"
EXP.0
11
1
4 5 5
024
16 15'_3
24'-10"
27,_8"
24" 12'_5"
20,_3"
20
.042
11
032
16" 20,_7"
10._10'
22' 6„
r 8 8
24" 16,_10'.
9
.I 1ff�' Y ��10 �'
111
11
12
.024
16" 13.9'
14,_7'
— 7 7
24" 11'-2"
11'-11"
30
11 --1.1--- -12
12
13
16" 18._6"
181_0.'
I ? r 10 10
.032
11
12_
14-8
9,_8„
7'-11"
10'-8"
16'-2"
13,_7,
90/100/110 MPH EXPOSURE B & C
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY
WIDTH
TABLE
LIVE LOAD=
CLEAR SPAN (FT.)
042••
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALUM. ALLOY 3004-H36
6 7 8
: 9 ..10
OR EQUAL
13
14
15 16
17
SEE NOTE
BELOW
20
21
0
an a�
L) 0.
3 x 8" RAFTER
6 6
(PSF)
(IN') m o
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
EXP.0
11
1
4 5 5
16"
28'_5„
28,_5'.
27,_8"
9 .... _-9... _
10
10
.042
11
24"
23'_7'
23'-2"
22' 6„
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
20 1042 I 24" 16'-9" 16'-9" 16--g"
30 I .042 I 24" 15.6" 15--l"
15--l18'-"
PROJECTION
SPAN
O.H.
ZZ
_= h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
LIVE LOAD=
CLEAR SPAN (FT.)
DATE: 5/05/2009 .. . _
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
0. H.
6 7 8
: 9 ..10
..,,•_,11 12
13
14
15 16
17
18
19
20
21
0
3 4 4
5 5
6 6
7
7
8 8
9
9
10
10
11
1
4 5 5
6 ---- -- - 6 .-_
..._.-7 7
8
8
9 .... _-9... _
10
10
11
11
12
2'
S 6 6
Z:1)"' is r'
r 8 8
9
9
.I 1ff�' Y ��10 �'
111
11
12
12
13
3'
— 7 7
9
10
10
11 --1.1--- -12
12
13
13
14
I ? r 10 10
11
11
12_
13
13
14
14
15
='
11 11
12
12
13 13
14
14
15
1 15
16
20 1042 I 24" 16'-9" 16'-9" 16--g"
30 I .042 I 24" 15.6" 15--l"
15--l18'-"
PROJECTION
SPAN
O.H.
ZZ
_= h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 .. . _
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10,20 830 psf
DU RALUM PRODUCTS, INC.
SCALE: NONE F
RANCHO CUCAMONGA. CA (951) 741.2107
RAFTER SPANS
HORIZ. WAND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 7 OF 30
REVISED BY* K K' A D P
90. 100 & 110 MPH
191F1 d57_7M7 FnX dR.'1.1510 �olo�nd,,.au,m rnm
PANEL FASTENERS
T
IL X J Ile- VV rnlv��
L.L.= PSF
24"
24" TRI -"V" PAN
100 -MPH
L.L.= PSF
90- MPH
#14 S.M.S.
1 DO- MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
IL X J Ile- VV rnlv��
L.L.= PSF
90 -MPH
100 -MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
I
90/100/110 MPH
111AY •0 a 009
,o �y
NN0._t?948 m
Exp��.... .... �_.......................
q�
r
L.L.= PSF
90- MPH
100- MPH
110 -MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
10, 20 a 30 psr
DURALUM PRODUCTS, INC.
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA(951)741-2107
90. 1008110 MPH
mini eFZ7mt vnx am-,slo=�ne(nlr4 rtalnm a^^=SHEET
REVISED BY, K K R 0 P
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1 50„
t= 0.
0
o � WALL
M ci FASTENERS
1.50"
06 "
202" 05'1 1 T=.060" -
.010"x90' DIA. q14 SMS Q PANEL
(2) LOCKS OR #8 SMS � 04
io 0 0 " AT EA. CONTACT 05., WALL FASTENERS
N m ,563 281" 20 SEE TABLE
r7
— CONTINUOUS A- RAIL
ALUM.ALLOY ROOF PANEL 3 (WHERE OCCURS)
6063-T6 ALUM.ALLOY
® 606® 060" ^I�
ALUM.ALLOY
l.bUU" H14 SMS Q EA. CONTACT w
6
ROLLFORMED HANGER - - ----EXTRUDED HANGER CH A NEL WALL CONNECTION O I.R. HANGER C
J(:
WALL FASTENERS
SEE TABLE
L :u. -
2.740"
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
y~
X
B=3/8"O x 1 1/2" @ 8" O.C.
R.F. OR- . HANGER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
CHANNEL, -2x OR 3x
D=7/16"0x11/2"@12"O.C.
\
RAFTER BRACKET. \
LL=10 LL=20 LL=30 LL=10 LL=20
LL=30
- /
ALUM. PANEL 2x OR
RAFTER
90
100
110
A BorD BorD E E
BorC BorD BorD E E
DBorD BorD E E
3x ALUM.
FASCIA BOARD
EXIST. EAVES, RAFTER
ALLOWABLE PROJ.
EXISTING EAV
16,_8„
SEE TABLE BELOW
OVERHANGf
'
16" O.C.
2, 0„
11,_8„
EXJ,STIN GEAVE'CONNECTION
C
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
A=3/8" 0 x 1 1/2" @ 12" O.C.
wo
B=3/8"O x 1 1/2" @ 8" O.C.
w¢
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND AT 2x FASCIA AT WOOD STUD
)ESIGN W/ SIMPSON A35 16" O.C.
D=7/16"0x11/2"@12"O.C.
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
E=3/8" 0 x 4" @ EACH STUD
LL=10 LL=20 LL=30 LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
90
100
110
A BorD BorD E E
BorC BorD BorD E E
DBorD BorD E E
E
E
E
J J K
J J K
J J K
nFSr.RIPTION OF LAG SCREW (SEE NOTE BELOW)
16,_8„
13,_10„
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
A=3/8" 0 x 1 1/2" @ 12" O.C.
wo
B=3/8"O x 1 1/2" @ 8" O.C.
w¢
C=7/16" 0 x 1 1/2" @ 10" O.C.
uU_iNa-
D=7/16"0x11/2"@12"O.C.
u<N
E=3/8" 0 x 4" @ EACH STUD
RAFTER SIZE
F=7/16" 0 x 4" @ EACH STUD
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L 42 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
APPROVED 3" OR 4"
INSUL. ROOF PANEL
w
IV
O
0
O
;0
a
IV
0
0
#14 SIMS T&B
I- AT 12" O.C.
I\ -
J` 1AY 0 G 2017�J v /
10# L.L.=(2)#14 SMS EA. SIDE
1/2" } 20#/30#L. L.=(2)#14 SMS EA. SIDE 3/16"
I /-U-BRACKET 0 STEEL
3/4' OR 1 1/2"
I. I 2"x61/2"OR
5" MIN. 3" x 8" ALUM. <
I RAFTER
I
/4'_OR11/2__
\ EXISTING WOOD STUD FRAMING
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
EXISTING WOOD STUD)
RAFTER TO
3
p 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
g' o PROTECTION, METAL FLASHING
o r CAUCK JOINTS AND SLOPE
O I TO DRAIN
TYPICAL BRACKET AT EVERY 2.
1 1/4"
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVE LENGTH \
L \FR 2x0 LEDGERRAFTER )14x1314"
)-#14x31/2" W.S. PATIO COVER
WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER WI
SAME CONNECTION'S.
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD =
HANGER CHANNEL 10, 20 & 30 psl DURALUM PRODUCTS, INC.
DATE: 5r05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 ATTACHMENTS 9o. 100 & 110 MPH ra�a� aa2Tm� Fnx nns.xio ==Iec�lA„slum ��m _
REVISED BY' K K & D P _ _
ALLOWABLE DECK / RAFTER SPAN
EXIST. RAFTER
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
1,_6„
16,_8„
13,_10„
2„ x 4„
16" O.C.
2, 0„
11,_8„
B,_B„
FULL OR
1'-6"
10'-8"
8'-3"
"0"
2 x 4
24" O.C.
0„
7,_0„
4,_6„
FULL
2,
2"x6" FULL OR
24" O.C.
2'-0"
17'-6"
14'-0"
2"x8" NOTCHED
2"x8" FULL
24" O.C.
T-0"
29,_3„
25, 0„
16-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L 42 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
APPROVED 3" OR 4"
INSUL. ROOF PANEL
w
IV
O
0
O
;0
a
IV
0
0
#14 SIMS T&B
I- AT 12" O.C.
I\ -
J` 1AY 0 G 2017�J v /
10# L.L.=(2)#14 SMS EA. SIDE
1/2" } 20#/30#L. L.=(2)#14 SMS EA. SIDE 3/16"
I /-U-BRACKET 0 STEEL
3/4' OR 1 1/2"
I. I 2"x61/2"OR
5" MIN. 3" x 8" ALUM. <
I RAFTER
I
/4'_OR11/2__
\ EXISTING WOOD STUD FRAMING
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(2" MIN. PENETRATION INTO
EXISTING WOOD STUD)
RAFTER TO
3
p 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
g' o PROTECTION, METAL FLASHING
o r CAUCK JOINTS AND SLOPE
O I TO DRAIN
TYPICAL BRACKET AT EVERY 2.
1 1/4"
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVE LENGTH \
L \FR 2x0 LEDGERRAFTER )14x1314"
)-#14x31/2" W.S. PATIO COVER
WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER WI
SAME CONNECTION'S.
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD =
HANGER CHANNEL 10, 20 & 30 psl DURALUM PRODUCTS, INC.
DATE: 5r05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 8 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 ATTACHMENTS 9o. 100 & 110 MPH ra�a� aa2Tm� Fnx nns.xio ==Iec�lA„slum ��m _
REVISED BY' K K & D P _ _
COLUMN'YPOST TYPES & 'SURFACE MOUNT ATTACHMENT DETAILS
-
�3,_�_.21— 3.00" SQ.
3.00' SQ. _ .024° # 10 sons 3.00" SQ.
y 032" @24'O.C.
EA. SIDE
6y5" / O `ALUM.
.032" r +f 14"R
ALUM.1 TYP. — _ .040„ ALUM.
032” .048"STEEL
_ ____5/8'" PLAS _IC PLUG'. 28" O O
3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 A M. ST MAG POST
ALUM. ALLOY 3004-H36 WITH SIDE PLATES O ALUM.3" AL STEEL POST 3" SQ. ALUM. POST
ALUMrALLOY 3004=H36---1 ASTM A653 GRADE 40 ALUM. ALLOY 6063-T6
ALUM. ALLOY 3:00' OR'
6063-T5 �� "�`� 2:40
1.37511
CL 7/16"OHOL
O %752 /` , ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
DRAWN BY: K.K.
o/ v
= t.
PATIO COVER SYSTEM AS MFG. BY:
o
PG =3" Q.xt=.188"
Y
H =3"SQ.xt=.250,
///
o
`�.
I
=4"SQ.xt=.188=5"SQ.xt=.188"
NK
.157"
TYP.-
— __ _
RANCHO CUCAMONGA, CA (951) 741-2107
TO 3"WIDE EA.
SIDE OF FLANGES
3.0".4.0" OR 5.0"
1.50
SHEET
SQUARE
USE FOR 3"
STEEL POST
ASTM A36 GRADE 40
/p1A1 4a7 -7m1 FAY dM.151Q
2 FLANGES
2 1/8" APART
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
o/ v
75"
PATIO COVER SYSTEM AS MFG. BY:
.75"
BASE FLARES
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
///
1.60"
DURALUM PRODUCTS, INC.
.157"
TYP.-
— __ _
RANCHO CUCAMONGA, CA (951) 741-2107
TO 3"WIDE EA.
SIDE OF FLANGES
HORIZ. W ND =
90. 100 8
1.50
SHEET
USE FOR 3"
1�
110 MPH
/p1A1 4a7 -7m1 FAY dM.151Q
INSTALL WASH. PLATE
O9O' TYP.
POST ONLY
5.50"
5/16" x 5Y," WHEN USING
�. 1-7/16"0 HOLE
IN 110 MPH WIND AREA
.090" BRACKET FOR 3" POSTS
CE 2- 5/16' 0 HOLES
&TYP. EA. SIDE
ALUM "T" RACKET- "
'-"
STEEL "T" BRACKET 5
T=.060" TYP - —
3/8" LAG SCREWS OR
MAY 0 6 7009
�3
4;-1/4" LAG SCREWS
(2.5" PENE. INTO EA.. STUD).
,1,
3"
�•
_�
nary, :I
Iy,I'�I
rO� CJ �.
Cq
3„
11J I
I
w
Ex
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, 20 8 30 p51
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED AY K K ADP
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. W ND =
90. 100 8
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET
110 MPH
/p1A1 4a7 -7m1 FAY dM.151Q
9 OF 30
T;
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT ` DETAILS
ALUM. T'BRACKET USE WITH "I%--- .
POST TYPE B,C.D, OR E. STEEL. POST ONLY:
STEEL.T"BRACKET USE WITH USE POST -TYPE (3)-5/8"0 BOLTS ,
"BRACKET I F, G, H, J OR K l; FOR POST TYPE J
@ 3"SQ. POST W/ POST TYPE B KET:,f,G,H,J OR K. I `\
( 3" 50. POST USEALU(2T'B -0 HILT:
3"SQlPOST (2)-#12 SMS EA. USE (z)-316'0 HILTI �� ,� ,. , r:• _::, •� '� ti � ;
SIDE OF POST OR KWI BOLTS OR EQUAL i I 4 5
/ STEEL:T'BRACKET: 1/2 DEPTH OFIr 1 I �` !(2)=1/2"0 BOLTS —L 16"INSERT
1/4' M.B. THROUGH t' I I FOR ALL OTHER
POST SEE NOTES BELOW USE (2)OR E UAL KWIK FOOTING,OR 1 L.., x .188"
BOLTS OR EQUAL ' 12'j M([J; EMBD. I i CONDITIONS- `' ` �5"
,y ,. -n ASTM A3'
JN
(2)-3/8"0 HILTI "KWIK"" (2" MIN. EMBEDMENT DEPTH i I "` "" """""" " " STEEL
,..
FOR KWIK BOLTS
BOLTS, OR EQUAL, EACH t: I i !•: T. 0.
BRACKET TO SLAB.
MINIMUM DISTANCEFTO { ' 9"S .BASE PLT.
EDGE OF SLAB = 2=1/2" d ~ w
_ .._ ._._......._. ASTM A572 STEEL
w w
I DE TH d /' x /3/16"
li t SLAB'SHALL BE IN a POURED CONCRETE r
GOOD CONDITION FOOTING SEE NOTE , o i�R Q FLUTED (STL.)
FOR SIZE z9�,�0, GM'B: , " OR 4" SQ. POST (ST
L.) - - -
3 1/2" MIN. sEE FOO71N SEOE FTGS, ;
' SCHEDULE SQUARE— FROM END INSERT—
OF
OF POST
SCHED. PL5/8"THK.
`-
a EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING O' • SQUARE POST EMBED. O
INTO FOOTING
_WELDED STEEL BASE PLATE__ I'
ATTACHED ATTACHED ONLY NOTES`, s-`:'' BASE PLATE SCHEDULE
ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. "T• PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT.8
BRACKET WITH 3X8 BM. 9" SQ. x 5/8" B, C, D. F. G. & H
CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR
18" 18" SQ. 12" BOLTS 7" I -BEAMS. I
!.._ ..
23" & 24" CUBE (2)•1/2"0
20" 21" SQ. 12" 3 114" 2. POST TYPE E....._ -
INSTALL WASHER PLATE, 2" X
22" 25" SQ. 16" 25" - 30" CUBE (4)-t/70
3 1/4" �,`," X 0'-5);" AT STEEL "T' '
24" 28" SQ. 20" B -RACKET.: i .
r FREESTANDING
26" 32" SQ. 23" 31" - 34" CUBE (4j-5/8"0 4" 3. POST TYPE F I-11AY 0 U 20119
za" 35" SQ. 25" Do NOT USE sTEE. 'T' BASE PLATE ANCHOR
35" - 39" CUBE (4)-3/4 0 4 3/4" BRACKET W/7" I -BEAM.
30" 39" SQ. 28„ �+ BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
32" 43" SQ. 30" 40" - 42" CUBE
(4)-3/4"0 4 3/4" Q� _E.7S�Q (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS ` 9"x9"x 5/B" STEEL PER I.C.C. ESR -1917 OR EQUAL
34" 47" SQ. 32" �- �J �/� f(! (4 3/4" EMBEDMENT DEPTH )
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
36" 51" SQ. 34,• I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. f�
38" 55" SQ. 37" GDS
40" 60" SQ. 39"
Lu No.37948 m
42" 64" SQ. 41" Exp3I3
44" 69" SQ. 43"
CUBE FOOTING W/ 3 1/2" SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 8 30 P.
DU RALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY, K K 8 0 P
,
90. 1008 110 MPH
(pial dA27n7i FAY d(Lil,9IA
SHFFT 1n OF, 30
HEADER BEAM TYPES . & 'ATTACHMENT
DETAILS
1.52" .61"
—
GUTTER EXT. CLIP
GUTTER EXT. CLIP
3.00" SO.
2.00"
1.79" -. -
SPLICE WHERE
OCCURS
---.-
SPLICE WHERE
- OCCURS
SPLICE WHERE
OCCURS
-_I� •OOI'_ - I�
_ �
`
73 , 2.57"
2.19"
2.08„
2.93"
2.0 065" TYP.
4.s'
L
2.—
LTYPI
4.6"
.075" _
TYP.
1
3.o I
4 R
14"R
TYP._ 048'
28"
00,
.038" R.F. GUTTER
FASCIA-ALUM.
ALLOY 3004-H366063-T6
A
ALUM. ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
ASTM A653 GRADE 40
E
z.7•'
ALUM. ALLOY
O
6.5" ROLLFORMED
4.5" GUTTER
MAG. GUTTER
MAG BEAM
3" SO. STEEL BEAM
4„ I
-+-I 3.0"
SPLICE
WHERESPLICE
OCCURS ^070„ 4
TY P�.042"
WHERE
OCCURS
—110"
TYP.
6. s"
2" �—
.024"
—� �— .032"
3 yl I 6.5"
MAX. 2„ �_
�
—�
1L
—� —.042"
8.0"
ALUM. ALLOY
ALUM. ALLOY
ALUM. ALLOY 3004-H36 OR EQUAL
J
ALUM. ALLOY 3004-H36 OR EQUAL
J
ALUM. ALLOY 3004-H36
OR EQUAL
6063-T6
O
6063-T6
O
4" I-BEAM
7.'I-BEAM
2 x 6 RAFTER
DBL. 2 x 6.5 BEAMO
3x8BEAM
1.25
ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS
Llyl,,
�I
4" I-BEAM = 7"x 2 3/4" x 16 GA.
STEEL C-BEAM
F�
I
3" e"
f -~ MAX I 3 �
625 „
�
.042"
t AY In 6 7m
8.,
�42"
T= 14 GA.
7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL
I
j A
%
7.875" ASTM A653 GRADE 50
`- z. - .J --1f—
ALUM. ALLOY 3004-H36 ��
L
OR4'EOUAL O
ALUM. ALLOY 3004-H36
OR EQUAL
M
O
625
I I
--I 2.875" I��
N
O
IZZ—
W No. 3 0�}8 r
Exp. 3r
�
C3 x 8-BEAM W/ STI_ INSER'•f..) I
..I,� I',1 P�.
bBL. 3 x 8 BEAM
_
i• � 1,J i3( x'8 BEAM
- - - - -- -STEEL INSERT
CIVI1. P
DRAWN BY: K.K.
DATE: 5/05/2009
SCALE: NONE
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
LIVE LOAD =
10, 20 & 30 psl
HORIZ. WIND =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
IMIRI
SHEET 11 OF 30
REVISED BY' K
K. R D P -
RANCHO CUCAMONGA,
CA (951) 741.2107
90. 100 & 110 MPH
AF9.7n91 FAY em.uio oai—n
i,,.at„m r..m
OPTIONAL DECORATIVE FASCIA
1 ( WOOD, ALUM OR HARDBORD )
2414 x 1/2" S.M.S. EACH SIDE OF 3'•
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 BOLT W/ WASHER
EA. SIDE OF 3" SO. POST
I I
+ 1.10"
a i .50" I
3" SO. POST
2 35��
2.04 x 1/2" S.M.S. EACH SIDE OF 3"
SO. POST (4 -TOTAL)
ALTERNATE: 1/4"0 OLTW/WASHER
"SO POST
BEAM TO POST CONNECTION DETAILS
3" x 8" x .042•' BEAM,
3" SQ STEEL OR
'F�]/' MAG BEAM. ---
#14 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
(4)-914 SDS @ EA. SIDE FASCIA /
TOP & BOTT. TOT.=16 414 S.M.S. (§12"O.C.
6 1/2"x2"x
.024"RAFTER
EA. SIDE OF 3 13" X 3" ALUM. OR
STEEL POST
3.00" — 3" SO. POST 4
OR .240" -' •
H - BRACKET TO POST
GUTTER FASCIA
MAG BEAM 3" SO. POST" 1 ^
3"SQ. STL. BEAM 3 ALUM. ALLOY 3003-H24 ALUM. ALLOY`3003-H24--`-�
1.50 1.50"
.28"
' UAL � ' .01 ��
-T
1
2"x3" LATTICE TUBE �1-1/2" Q. OR P2
42"-LATTICE-TUBEQ
-ESS/p� 11,
x 2 "SMS, 21/2" _
OR 3 1/2", TYP.
112" OR 2" SO. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX. O i
- - - a Z
_....-......_...... �_..._..-....� i- r m
w No. 1918 m
—RAFTER ........ -_"/f-r EX 1�
LATTICE TUBE TO RAFTER
'`�"(: 1-.fI'I'IK Ei.�-- ,1. I r• �A CI0_
\)-#14 S.M.S. EA. SIDE (4) -TOT.
FF #14 S.M.S. TOP & BOTT. (2) -TOT.
\1 ,1 U4"
4" 6
ALUM. BRACKET X
RAFTER "TAIL" TO GUTTER - 1 5
125" -FOR 3'X,RAFTER- -
s
z = .U4u cv ouor I D
I t = .040" 3004-H36 ALU
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
�1/2" MIN.
10
-j- 0
0 i
4): #T4 x 3/4" TEK SCREWS OR (6) #10 x 3/4'--TEK SCREWS
BRACKET=TO,BEAM
C"I F' BRACKET - RAFTER TO BEAM ►
--`.v
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES. INC.
BEAM O POST
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
10, 20 & 30 psf
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90. 1008 110 MPH
IA1A1 E57 -7M1 FAY dM -151Q
SHEET 13 OF 30
REVISED Fly ' -K K A D P
SIMPLE SPLICE
SPLICE DETAILS X11)
FULL MOMENT
I
1 :J' Uf1h
BEAM TO POST DETAILS
(2)1110!S M S I @ Ek'_
:'i. nr.JLI t VALLE pkll ' f
'I I >•d.i PI,I"i 1 •L.= f c
#70 S.M.S. #12 S.M.S. ---
(8 TOT. II II — -- ---. _
TYP. THICKNESS = .035 (24 TOT TYP. THICKNESS =1 11..035"
u
6.38" II
+ �� + + tt + t �� + t ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRIUnFn OR 6063 -TS FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL OErLI AT END BAYSR NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS LOCATIONEXCEPT I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO.POST,CONNECTWEB
(6061-T6) ALTERNATE7Z I I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. n L. C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"O BOLTS I I;Ih 1 � � POST
n
............................. L
QESS/p sa
01. 00 O 0 C,4 BEAM TO POST..CONN.
_ 2.00" Z
m
SPLICE WHERE 4" f•'— r
OCCURS --.070° I .. „ No....7948 r
LE Kp.
�m' C 0 -
ALUM. ALLOY
6063-T6 16"
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 WH
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
DRAWN BY: K.K.
DATE: 5/05/2009
SCALE: NONE
REVISEn BY' K K & n P
MOMENT C -SPLICE
TOM CAMPBELL & ASSOCIATES. INC. BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SPLICE DETAILS
RANCHO CUCAMONGA. CA (951) 741-2107
^ #12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
T+AAX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM." BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE � Y
ALTERNATE BEAM TO POST CONN.
LIVE LOAD = PATIO COVER SYSTEM AS MI -G. BY.
10.20& 30psf DURALUM PRODUCTS, INC.
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
90. 100 & 110 MPH SHEET 12 OF 30
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
3"x 3" STL.POST (24")
DRAWN BY'. K.K.
ALTERNATE:
ALTERNATE:
INSERT ATTACHED OR
I I
4414 S.M.S. EACH
(2)-2x6.5" OR
3"x 3"STL.POST COLUMN
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
RAFTER TO COL.
FOR FREESTANDING
RANCHO CUCAMONGA, CA. (951) 741-2107
—
HORIZ. WIND =
�n
CONNECT. (8 -TOT.)
-
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL.
HEADER CONN. 19
90. 100 8 110 MPH
IR1R1 dF7.7n71 Fdx 4n'-I.l l9 mai=�nm��ai��m ��m
1..
1 "T-----
4.5" O 6"
I o I
3"x 3" STL.POST (24")
DRAWN BY'. K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
ALTERNATE:
INSERT ATTACHED OR
I I
DATE: 5/05/2009
(2)-2x6.5" OR
3"x 3"STL.POST COLUMN
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
(2)-3"x8"HEADER
FOR FREESTANDING
RANCHO CUCAMONGA, CA. (951) 741-2107
CONNECTIONS
HORIZ. WIND =
�n
(2)-1/2"BOLT
-
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL.
HEADER CONN. 19
#8 S.M.S. EACH SIDE
/-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #14 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)-#14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
L
,J
LTTT[ E' -BEAM TO POST I :ON IN_ECTION
,, BEAMs ICE TQ. I -I=I (-It',1 4I`�r("`',
OCCUR DIRECTLY OVER' 5/8" QJ PLASTIC
IMPOST. NOT PERMITTED PLUG WHERE
- -- I/I n 7-PnST UNITS-' INSIDE
E-T-WEEN'SIDE PLATES
IONn
POST SCHEDULE (21�
3" SO. i'._032" + (2)-2 x_6_112 -"x-".024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032
DW/ (6)-#14 S.M.S:`EACHSIDE ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLYUSE ON CONC. SLAB OR FOOTING
—EXIST. -
SHEATHING
2•'x6" LEDGER (NEW OR EXIST.) /yFES�yA��
F �D uJ
w�° ... (2) 3/8" LAG SCREW „� �' CA S '�%
EXIST.
1" STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
NO. ' 7048
Exp. 3� 3111 I�
DRAWN BY'. K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA. (951) 741-2107
CONNECTIONS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 14 OF 30
-
REVISED BY K K R D P
90. 100 8 110 MPH
IR1R1 dF7.7n71 Fdx 4n'-I.l l9 mai=�nm��ai��m ��m
i[lm • •
11' 6'-2"
12' 5'-8"
13' 5'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9"
19' 3'-7"
20' 3'-4"
90 MPH FREESTAND.& ATTACHED OPEN,.LATT,[CE PATIOS 121 0R -,LESS- � EXP. B & C
3" SQ. STEEL
BEAM
¢m
F-
pc7m
�Q5
'jua)O
4'
.17'-0"
.-'..`'
3"x8" BEAMMINSERT
5'
13'-7"
6'
11 '-4"
;FOR
MINIMUM
TYPE
7'
PATIOS
OF
FOOTNOTE:
POST
'
8'
8'-6"
ATT.
9'
7'-7"
i[lm • •
11' 6'-2"
12' 5'-8"
13' 5'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9"
19' 3'-7"
20' 3'-4"
ON • 'iiiiiii -tr
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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.9K.
I DATE: 51051200
SCALE: NONE
REVISED BY: K.K. & D P.
TOM CAMPBELL & ASSOCIATES, IN.
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEE
RANCHO CUCAMONGA, CA (951) 7 1-2107
OR LESSER MUST BE USED
FOOTNOTE:'
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTNOTE: "SAMPLE"
fes/ FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C
i
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
`LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
POST SPACING TABLE 10, 20 & 30 psf DURALUM PRODUCTS, INC.
FREESTANDING HORIZ. WIND =6269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30
AND ATTACHED 90.100&110MPH e-r-57-2mi cnx amnslo �aloonn•�lu^.
90 MPH FREESTAND.& ATTACHED OPEN,.LATT,[CE PATIOS 121 0R -,LESS- � EXP. B & C
3" SQ. STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x1032",BEAM,
OR'3 x8..BEAM
.-'..`'
3"x8" BEAMMINSERT
i
1. 1 111 i
�.._.
a =
r
m
-
-•. �•.•,•
6•
,,
e
10-
11,
12'
13'
14'
15'
16'
17
18•
,e'
20
FOOTNOTE:
HEADER
REQUIRED
;FOR
MINIMUM
TYPE
ATTACHED
NO.
D
PATIOS
OF
FOOTNOTE:
POST
'
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
-
MAPOST
X.
SPACING r'
FREESTAND
-ATT,
POST TYPE
1
POST TYPE
2
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG:-
(IN.)
MIN....
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST'
TYPE
FTG-
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
. 32
G
20
X29'-11"
38
G
21
2
2
2
2
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26'-9"
38
G
22
2
2
2
2
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
G ..
23
23
2
2
2
2
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
2
3
2
2
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
1 24
2
3
2
2
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G
24
1
3
3
2
2
9'-8"
29
G
20
12'-2"
32
G
23
10'_4"
29
G
23
18'-11"
38
G
25
3
3
2
2
3
4
2
2
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
25
3
4
2
2
8'-10"
29
G
20
11'-1"
39
G
24
9'_5"
29
G
24
17'-3"
32
G
26
3
4
2
3
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16-7"
32
H
26
4
4
2
3
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
26
4
5
2
3
32
H
21
9'-11"
32
H
24
8,-5„
32
H
24
15'-5"
32
H
27
7'-11"
4
5
2
3
7'-811
32
H
22
9'-7"
32
H
25
8�-2"
32
H
25
14'-11"
32
H
27
4
5
3
3
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
27
4
5
3
3
32
H
22
9' 1..
32
H
25
7--8--
32
H
25
14'-1"
32
H
27
7'-3"
'
AND
SPACING
SLAB
OR MIN.
MUST
SPACING
NO. OF POST
EXCEED
38
H
22
8'-10"
38
H
25
7,-6„
38
H
25
13'-9"
38
H
28
7'-0"
38
261-,�OFE'
-ALLOWABLE
38
H
26
13'-4"
38
H
2$
-
ON • 'iiiiiii -tr
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. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.9K.
I DATE: 51051200
SCALE: NONE
REVISED BY: K.K. & D P.
TOM CAMPBELL & ASSOCIATES, IN.
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEE
RANCHO CUCAMONGA, CA (951) 7 1-2107
OR LESSER MUST BE USED
FOOTNOTE:'
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTNOTE: "SAMPLE"
fes/ FIGURE INDICATES EXPOSURE BFIGURE INDICATES EXPOSURE C
i
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
`LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
POST SPACING TABLE 10, 20 & 30 psf DURALUM PRODUCTS, INC.
FREESTANDING HORIZ. WIND =6269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30
AND ATTACHED 90.100&110MPH e-r-57-2mi cnx amnslo �aloonn•�lu^.
10## L. L
Ht=- OOm
Z)0 UVJ
M;! a(n
0
U)
4' 17'-0"
5' 13'-7"
6' 11 '-4"
12'
13'
14'
15'
16'
17'
18'
19'
20'
8'-6"
7'-7"
6'-9"
6'-2"
5'-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
100'MPH-FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
PATIO COVER SYSTEM AS MFG. BY:
DBL. 3"x8"x.042"BEAM
DATE: 510512009 ;!
POST SPACING TABLE
DBL.2"x6.5"x.032"
DURALUM PRODUCTS, INC.
BEAM
�
SCALE: NONE 1;.,
3"x8" BEAMwIINSERT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P; 1i• I
FOR
ATTACHED
PATIOS
OR 3"x8"BEAM
a =
I- r
LD o
MINIMUM
TYPE
NO.
D
OF
FOOTNOTE:
POST
'
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
POST
TYPE 1
POST TYPE
2
MAX.POST
SPACING
SPACING
SPACING
SPACING
m
FTG.
FTG.
FTG.
POST
FTG.
,FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
(IN.)
MOST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
14'-4"
32
G
17
19' 2.,8
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
61
2
2
2
2
5
32
G
18
17'-2�
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7'
2
3
2
2
13'4„
6,_6,.
12'-6"
32
G
19
15'-8"
5'-0"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
81
2
3
2
2
11'-7"
29
G
19
14'-6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
91
3
3
2
2
13'-11"
10'-10"
29
G
20
13'-7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10•
3
3
2
2
13'-0"
10'-3"
29
G
20
12'_1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„•
3
4
2
2
12'-3"
9'-8"
29
G
21
12,_2„
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
1z
3
4
2
2
9'-3"
29
H
21
11, 7„
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
29
H
22
11'_1"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
10'-7"
8'-6"
32
H
22
10 8„10,
34
H
25
9'-1”
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
2„
8'-2"
32
H
22
10'-3"1-
34
H
26
g'_g"
34
H
24
16'-0".
I32
34
H
28
16•
4
5
3
3
o"
H
23
9'-119
34
H
26:
8'-5"
34
H
24
15'-5"
34
H
28
»'
S
6
3
3
.6,.
7'-8"
32
J
23
9 7
34
j
26
8'_2"
34
j
24
14'-11"
34
j
29
18•
5
6
3
3
, 2„
7'-5"
32
23
9 -4'
34
27.
7'-10"
34
j
25
14'-6"
34
j
29
,s
5
6
3
3
:�
'-11"
7'-3"
32
J.
24
9'-1"
34
27
;i.'e�ar;j
7'-5"
34
25
14 -1 "
34
29
20•
5
6
3
:3::]
,
g _g
-.
FOOTNOTE:'
38
j
24
39
j
27
,.._.. _...
71_01,
39
j
25
13'-9"
39
j
29
7'-0"
8,_5„
HEADER
REQUIRED
ALLOWABLE
AND OR
SPACING
SLAB
MIN.
MUST
SPACING
NO.
OEXCEED
6ST
'-1 O'
38
I
v
24
8"-7"
�
39
J
27
l __.
ISD'' 8'
39
J
25
13'-4"
39
J
30
I. C
NOTE: co C
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIOE OF CUBED FOOTING WITHOUT SLAB. W F- �- . )
WHERE SLAB OCCURS. CUBED FOOTING SIZE p� N'" ' ' f
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. Exp. 3 r
SEE ALTERNATE FOOTING TABLES I
nT A -M a CUT '7A r:nP FRFFCTANf1imr A_
OR LESSER MUST BE USED
J (�
�� L FOOTNOTE:
Ilii J COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
8 rE , FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —[�]— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
,lFT
DRAWN BY: K.K. '„,._
TOM CAMPBELL 8 ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009 ;!
POST SPACING TABLE
70, 20 8 30 psl
DURALUM PRODUCTS, INC.
�
SCALE: NONE 1;.,
COMMERCIAL AND RESIDENTIAL STRUC7URA FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P; 1i• I
RANCHO CUCAMONGA, CA (951) 7 -2107 AyD ATTACH EO
90. 100 8 710 MPH
IQ1R1 d52.7n7i FdX dM -151Q coiecrhln"minm "nm