10-0471 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: c1`OSQ0000_4713
Property Address: 79317 HORIZON PALMS CIR
APN: 604-110-077-117 -19903 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3325
- --- • •Applicant:— — — —• -- - - -
Architect or Engineer:
A-A—
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
VAUDREUIL KARYN
1473 CAMINO LINDA DR
LA QUINTA, CA 92---
(
Contractor:
LA QUINTA PATIO
40133 CALLE LOMA
BERMUDA DUNES, C
(760)574-1043
LiC. No.: 449379
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/02/10
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions ofter 9 (commencing with I I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my Li se is in full force and effect. _ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
Lirence Class: C51 11 Idcenseelo.: 4 79 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
i% Contrac
OWNER-BUILDER DECL4AATION
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 (5500).:
(_ 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.).
1 1 I am exempt under Sec. B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: —
Lender's Address:
LQPEPIt11T
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 WSI1002541901
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' comp sation laws of California,
and agree that, if I should become subject to the workers' compe ion provisions of Section
3700 of the Labor C I shall forthwith c ply wi those p Bions.
Applic
c
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COV AGE 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
city and county ordinances and state laws relating to buil n struction, and her by author' e r presentativ
of this county to enter upon the above-mentioned propa— for ins action rpos
1
Date: CS �(�Signature [Applicant or Agent):
Application Number . . . . . 10-00000471
Permit . . . . .. PATIO'COVER PERMIT
Additional desc .
Permit Fee . . . . 63.00 Plan Check
Fee
40.95
Issue Date . . . . Valuation
. . .
. 3325
Expiration Date 11/29/10
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
ALAMAWOOD LATTICE SHADE STRUCTURE
— ---" '--'--"--"- ----' --' " -"-- 'ATTACHED "TO BACK OF HOUSE PER- 2006 'IBC; --
2006 IRC; 2007 CBC AND APPROVED PLANS.
----------------------------------------------------------------------------
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
f
NORTH 2I
DRIVEWAY
iI
GARAGE II
• a � � II
W II
•� it
II
I i ii
L_-
83'-9" I I
Q a
w
Q 79317 HORIZON PALMS CIRCLE II -4
A
o II i
� II v
o o
II 3
II
' I I
II
- II
37' I
II
I I
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE I I
ATTACH TO WOOD EAVE
L7' -2-q F1"
j 19'-6"
GARDEN WALL
15'-8" L 7'-4j" -� i- 5'-5-
26'-5"
COMMON AREA
TOM CAMPBELL & AbbLA Al tb, INL..
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
Intemational 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) 741-2107 or at t campbel{(c charter.net should you
require additional information. �I
Sincerely, �'� a � VWa
IZZ
e
Exrj
�
Tom Campbell, PE dI
�, ctv,1.
Site Information
Owner's Name
Address
Citylrown
State
VA u7-i?Z-_F7i7 v
�SGT3 1�� l-Eat-1-2,o1J c
c,. cA L c 7-)
La Quinta Palms
39-249 Leopard St., Suite A
Palm Desert, CA 92211
Ph: 760-834-2480
Fax: 760-834-2495
Tuesday, June 1, 2010
KARYN VAUDREUIL
1473 CAMINO LINDA DR
SAN MARCOS CA 92078-5164
RE: Architectural Modification Conditionally Approved
Dear Karyn Vaudreuil:
We are pleased to inform you that your plans were Conditionally Approved on May 27, 2010, by the Board of
Directors.
i'
Please ensure that you comply with the conditions noted below:
(1) TheCommittee approves plans and specifications based on aesthetics and compliance with the community
guidelines. They do not review for engineering design or structural integrity. Zoning and building permits are the
responsibility of the homeowner.
(2) The Committee has the right to inspect improvements, constructed or being constructed, to determine that
such improvements have been or are being built in compliance with the plans and specifications approved.
Thank you for your patience and cooperation. If you have any questions, please refer to your Community Policies
or contact me at 760-834-2480 or at RSupalla@meritpm.com. Thank you.
Sincerely,
'Robert Supalla
District Manager
Bin #
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit # ' L� I
La Quinta, CA 92253 - (760) 777-7012
Tracking Sheet
p "l
Building Permit Application and
Project Address: '7'1;317 �IrtS �'- /�� Owner's Name: Kri-2 ,lj K4Lj bf2-Evl
tL--
Address: /• � 7 3 C,,t t 1sv o L / ti46A- -,bQ
A. P. Number:
City, ST, Zip: f}N 91
Legal Description:
L >`bfi Pq-%/ 0 Telephone: `
Contractor: U(iV
(C� LL (� L -O M A.� rR�►-17A Project Description:
Address: 40 - 3 3
City, ST, Zip: /J a 1 O C A- ,
_
a O A Lulu A
Telephone: 760- S 7 4'c/�U`( 3
:S2vC! v �/��
7 !
City Lic. #: 1% 9 / (, S � � � Ad 19L<!.
State Lic. #: 13
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construption Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
`�(
Ft.:#
% L -f O L_ q �tO
�#S ies:S
Units:
Name of Contact Person: /r}
�1
Project:
Estimated Value of
Telephone # of Contact Person:
APPLICANT: DO NOT WRITE BELOW THIS LINE
M
PERMIT FEES
TRACKING
# Submittal Req'd
Rec'd
Item Amount
Plan Check submitted
Plan Sets
Reviewed, ready for corrections Plan Check Deposit
Structural Calcs.
Plan Check Balance
Truss Calcs.
Called Contact Person
Construction
Plans picked up
y Energy Calc -s-
Mechanical
Flood plain plan
Plans resubmitted
2" Review, ready for corrections/issuc Electrical
Grading plan
Plumbing
Subcootactor List
Called Contact Person
S.M.I.
Plans picked up
Grant Deed
Grading
H.O.A. Approval
Plans resubmitted
Developer Impact Fre
- Review, ready for corrections/issue
IN HOUSE:-
A.LP.P.
Planning Approval
Called Contact Person
Date of permit issue
Pub. Wks. APpr
School Fees
•I-otal Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING -CODES_:
1-4THE-DESIGN-COMPCIES WITH THE 2006 -INTERNATIONAL BUILDING=CODE'2006'INTERNATIONAL'RESIDEN TIAL -COD M, M97 CALIFORNIA BUILDING CODE. IV
LASCEISEI'7=0§-MINIMUM-DESIGN CCADS'FOR-BUILDINGS AND-OTHER-STRUCTURES-AND-THE2000 &'2005-ALUMINUM-MANUAL'-ADM:1=0:0- "? �5_ R SPEC_ ELY
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH 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 KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 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.
4 *1
c
W ~
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC AP
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
clv l�-
CHAPTERI
E 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.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS - CBC & IBC CHAPTER 16. i
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. '
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 8 AND C.
100 MILES PER HOUR, EXPOSURES B AID.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED PA 110 COVER SYSTEM AS Mn G. BY:
TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = - DURALUM PRODUCTS, INC. I�
DRAWN BY: K.K. 10, 20 & 30 psf 1111
DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING GENERAL NOTES HORIZ. WIND = 8289 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 1 OF 30
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 gn 1nnR11n Mail MAI dF9An91 FAY AM-1Fig ==iq'^, ^^�^
REVISED BY' K K. A 0 P "
u
RAFTER, SEE TABLE OPEN LATTICE TYPES
AND R SIZE
NG A' Fkl$TING 80(OIf1,C
NOTE: THIS OPEN LATTICE -TYPE STRUCTUREMEE .CHEDUPRO'.
LE
7✓ /A'G MA IPROJ.
MAY NOT BE ENCLOSED OR COVERED. SAXS
SEE 6CHEDULE eOICOINC
yl RAFTER, SEE TABLE
MAXIO.H. O FOR SIZE
2 25%'OF SPAN - � AND SPACING
M
OSTS gCNGC NI ?$�D pp �'FRy 2M O PAN
STSpgNG
I qC/NG
POST �HEIGHT
SEE SC EDUL P 60G
HEIGHT
�� po SEE CH DULE �G pS+'
NI O16
LENGTH OF STRUCTURE VARIESNi N9NG 16
0 1
POST WITH SIDE-
PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES I Ilp
$`cFTge($C/NG f 'OCA POST
IVIIWH TAIL
SIDE -
3
1 12"SLAB ATTACHMENT TESS
NOTE: EACH COMPONENT IS INTER- MAYBE -USED WHERE $FFT SogC
PERMITTED
CHANGEABLE WITH�AN _OTHER II $FFT SpgC/ SEE c EDULE geCF INC 31/2" SLAB ATTACHMENT
COMPONTENT UNLESS OTHERWISE SHOWN. qe�F NG� OTE: EACH COMPONENT IS INTER- po$T MAY BE USED WHERE
�4 ,� - _ _ - • s
'FOOTING -WHERE REQUIRED, �� GEABLE WITH ANY OTHER SFF Sp PERMITTED.
`! _ SEE-SCHED. FOR FOOTING ✓N TENT UNLESS OTHERWISE SHOWN. Tqe<Nc I SEE SCHEDULE
OPEN LATTICE -TYPE PATIO COVER - Q
^"'-• - { NOTE: THIS OPEN LATTICE -TYPE R FOOTING WHERE OO TING C
SCALE: NTS MAY NST BE ENCLOSED ORj' �C� I. Co IAi e� � SEE SCHED. FOR FOOTING CURE SIZE
TYPE'r'E'=`ATTACHMED_-SLN__GLE SPAN° ffATTfC:E`STRU_CTU: T�"'� ,bD TYPE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
(� �] Q NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
U.JC7 �•-- y.� jv"A ( 0 0 LO�J MAY NOT BE ENCLOSED OR COVERED.
Dr- No. 37 48 �Z7
MAX. PROD.
1 MAX. PROJ. � SEE SCHEDULE
RAFTER, SEE TABLE SEE SCHE U E NOTE: THIS OPEN LATTICE -TY EST CTj, YL
FOR SIZE MAY NOT BE ENCLOSE Off ERED.
AND SPACING RAFTER, SEE TABLE
III s CM��• FOR SIZE
AN
O.H D SPACING
7S°O,cM"4i- 25%O PAN O.H
S
p-'y' 'yq,l- MAX. O.H.
• qC. CC,. u� p°O,cpO01, 25% OF SPAN
H
�f ST Sp qNG
OST HEIG T �
qC/1C
SE HEDM LE (P�' OST HEIGHT
•OQ•6 SE HEOULE Op-
0
G-
� 76
16
LENGTH OF STRUCTURE VARIES
OV FRyq
POST CROSS-SECTI LENGTH OF STRUCTURE VARIES /
SEE POST DETAI
'OO - POST CR SS -SECTION.
+f SFFTge ,yCIN p°ST SEE POST DET IL
CF G r SFFT $pq
1
31/2. SLAB qeC O/l0 3 1/2' SLAB
NOTE: EACH COMPONENT IS INTER- po$ MAY BE USED F
CHANGEABLE WITH ANY OTHERSFLc T$p - TO CONSTRAIN MAY BE USED
Y1� T qC l FOOTING, SEETO CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. qe<F 'Nc SCHEDULE NOTE: EACH COMPONENT IS INTER- S °$TSp FOOTING, SEE
TING WHERE REQUIRED , COMPONTENT UNLESS OTHERWISE SHOWN. FFTgeCFG SCHEDULE
CHANGEABLE WITH ANY OTHER
OPEN LATTICES TYPE PATIO COVER FOOFOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESITANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H". FREESTANDING MULTISPAN L TTICE STRUCTURE
DRAWN BY: K.K. - TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD - - PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105!2009 OPEN TICELATto. 20 & 30 Psf DURALUM PRODUCTS. INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING STRUCTURES.
HORIZ. \MND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 90.1008 110 MPH rA1f+1 dr7-7m1 cdX dl1.•1-trip calnclnlrb—him rnm SHEET 3 OF 30
REVISED RY• K K R D P
�1
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL ANO SN L DESTRUCT
SEE OSCHEDU E TNEPROJECT/OTB�E�3E/VjAA�IES
T LE T
FOR SPANS CLOSED
O. SPAN
"O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE v m
P OPTIONAL: CANTILEVER BEAM m O
SEES
SO. POSTS, SIZE VARIES ChEpV G SE POSTS ACINGR
LES
. Ivor
MAY BE USED WHERE NT ALTERNATE: OZS ° OFgp NkCEEO
PERMITTED. SINGLE POST
SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12'
€ NOTE: NO SPLICE AT THIS
POST AND A END BAYS. A QF
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS IllidO P5
CHANGEABLE WITH ANY OTHEI7L
COMPONTENT UNLESS OTHEE1/�. OWN.
/M"An ArTAnU= CIAI!'`_I 1= CDANI %A//rnr\ITII ION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
ATTACHMENT CHANNEL
SEE DETAILS —
MIN. 0.25" SLOPE PER FT.
rel
SQ. POSTS, SIZE VARIES V NEOU S
3 1/2" SLAB ATTACHMENT ALTERNATE:
MAY BE USED WHERE
PERMITTED. SINGLE POST
SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
DOTING WHERE REQUIRED
E SCHEDULE FOR FOOTING CUBE SIZE
I,lAY 0 6 2009
- "n" ATTAt IJE=M I111I II TICDD
ALENGTH OF
THE P MALL N
IF ENOL OSEO
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
O TIONAL: CANTILEVER BEAM
p
LENGTH
* ALUMINUM
S E SCHEDULE FOR
POS SPACING
m
ALUMINUM
O. H. NO
T TO
75 % OF SPAN
=
'NOTE.
NO SPLICE AITHIS
ROOF PANEL
PATIO COVER SYSTEM AS MFG. BY:
POST
AND AT END B
LIVE LOAD =
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED -/ LT/
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: 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: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA 1951) 741-2107
RFVISFD RY' K K 8 D P
p
LENGTH
* ALUMINUM
NOTE: EACH COMPONENT IS INTER -
LENGTH OFISTRUCTUREVA
ALUMINUM
O.H
OF S., ,\
CTURE CIVIL
ROOF PANEL MIN. 0.25" SLOPE PER FT. O H
VARIES
ROOF PANEL
PATIO COVER SYSTEM AS MFG. BY:
SEE SCHEDULE(MAY
LIVE LOAD =
NOT
SEE SCHEDULE
FOR SPANS
SOLID PANEL
STRUCTURES
(MAY \
NOT BE
FOR SPANS
SHEET 2 OF 30
BE
1 ENC _OSEp
O
ia+aj 4az.7n7i cex em-+s+o =
ENCLpSEp�
O.H
—SPA
)
SP
SPAN
"O.H." NOT TO EXCEED 25%
"O.H." NOT TO EXCEED 25%
OF SPAN
OF SPAN
/
i
SEE DETAIL FOR SPLICE _/
P
OPTIONAL: CAN LEVER BEAM
FOR
SEE DETAIL FOR SPLICE
P T
SEESCHEOULES
OPTI NAL: CANTLE'
SCHEDULE
SQ. POSTS. SIZE VARIES
SEES N pV� 3
SE POST SPACINGSCHEDULE
=
SQ. POSTS, SIZE VARIES
IE PST SPACING
3 1/2" SLAB
ALTERNATE:
'HNpT
25 ^ OFO EkCE
3 1/2" SLAB
MAY BE USED
ALTERNATE:
OH
25 j OOT 7' k
rSP E CEEp
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SCHEDULEPOST,
SINGLE POST
SEE SCHEDULE
SPAN EO
NOTE O SPLICE AT THIS
POST DAT END BAYS.
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTE O SPLICE A THIS
POST DAT END B�YS.
FOOTING WHERE REQUIRED -/ LT/
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: 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: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA. CA 1951) 741-2107
RFVISFD RY' K K 8 D P
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
CHANGEABLE WITH ANY OTHER
1/2 x 9" STEEL
ROD
COMPONT[NT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN VV/CANTILEVER OPTION
PATIO COVER SYSTEM AS MFG. BY:
LIVE LOAD =
OURALUM PRODUCTS. I NC.
SOLID PANEL
STRUCTURES
10,20830 psf
HORIZ. WIND=
8269 ALPINE AVE.. SACRAMENTO,OA95826
SHEET 2 OF 30
90.1008110 MPH
ia+aj 4az.7n7i cex em-+s+o =
RAFF E RS:F,
6.5"
0:2
032'
.042'
ALUM. ALLOY 300,
OR EQUAL
SEE NOTE LOW
L.L.= "T'
(PSF) (IN.)
161.
0302
24"
16"
.042
24"
16"
.024
24"
16"
20 .032 24"
16"
042 24„
16"
.024
24"
16"
30 .032
24"
16"
.042
24"
2 x 6 1/2" F2'AFT
90, 100 & 1 @0 �
M
20'-1"
16'-5"
24'-10'
20'-3"
10'-10'
8'-10"
14'-7"
1 1'-1 1'
18'-0"
14'-8"
9,-8„
7' 11'
13'-1'
10'-8'
16'-2'
13'-2'
FOR OPEN LATTICE COMMERCIAL & PATIOS
'Q
� {•'�( 6.5"
MAX.'
��Q
r -
r .032"
1 )' Flo. 37918 r �
Exp. 1 L►� �q
11'. 10 T, ALUM. ALLOY 3004-H36
C '� OR EQUAL
ER •�[�, m DBL. 2 x 6 1/2" RAFTER
PH 90, 100 & 110 MPH .
(PSF) (IN.) m o EXPOSURE B & C
.024 16 21'-1"
10 24 17'-2"
16" 28'-6"
032
24" 23'-3"
16" 15'-3"
.024
20 24" 12'-5"
16" 20'-7"
.032
24" 161-10"
16" 13'-9"
.024
30 24" 11'-2"
FO316" 18'-6"
90/100/110 MPH EXPOSURE B & C
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
20 I .042 I 24" 16'-9„ 16,-9„ 16'-9"
30 I .042 I 24" 15--l" 15' 6„ 15,-6„
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
r
�I
3.0"
I_— 8.0,.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
I
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS '
042"
OURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ALUM. ALLOY 3004-H36
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND =
90. 100 & 110 MPH
OR EQUAL
SHEET 7 OF 30
SEE NOTE
BELOW
of �5
a
N o
3 x 8" RAFTER
L.L.=
(PSF)
"T"
(IN.)
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
EXP.0
16"
28'-5"
28'-5"
27'-8"
10
.042
24"
23'-2"
23'-2"
22'-6"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
20 I .042 I 24" 16'-9„ 16,-9„ 16'-9"
30 I .042 I 24" 15--l" 15' 6„ 15,-6„
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
r
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
RAFTER SPANS '
10,20&30 pst
OURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
R EVISEO BY- K K & D P
RANCHO CUCAMONGA, CA (951) 741-2107
HORIZ. WIND =
90. 100 & 110 MPH
/0181 d57 -7M1 Fox eni-tFto calac(nld„ratrim mm
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
it
IL x 3 11 /- Vv rP11V CL
L.L.= PSF
7 ''100 011101-11
........... . . ....... .
24"
24" TRI -"V" PAN
110- MPH
L.L.= PSF
90- MPH
#14 S.M.S.
100- 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.
30
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
#14 S.M.S.
#14 S.M.S.
IL x 3 11 /- Vv rP11V CL
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.
C-,1AY U u 1109
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC.
DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107
REVISFD RY, K K R D P
0, 18 00"
L.L.= PSF
90- MPH
IN
100-j
PH
110- MPH
10
#14 S.M.S.
#141:S.M.S.
#14 S.M.S.
20
#14 S.M.S.
4
#14I
S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14'
M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
LIVELOAD= PATIO COVER SYSTEM AS MH' . Id Y:
10, 20 a 30 psf DURALUM PRODUCTS, INC.
HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO.�CA 95826 SHEET 6 OF 30
go. loo 8110 MPH isl dsz7mi PAY dm -1419 calnc/hFrli �ral�_��m
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 06 1.50"
"
1 50' I .202..
t= 0.04" 1 1 .010"x90"
o mWALL
�j5�
FASTENERS
rA.10
ROLLFORMED HANGER"'
.281„
ALUM.ALLOY
6063-T6
I 1� 0
UD,ED HwANGER CHANNEL
mmmlb*
R.F. OR EXT. HANGER
CHANNEL, 2xS Rlx
RAFTER BRACKET. \
_ /
ALUM. PANEL 2x O)
3x ALUM11AAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWAAB E?PROJ. EXISTING EAVF___,
EXISTING EAVE CONNECTION � 2
WALL FASTENERS
WIND AT 2x FASCIA
Y—
SEE TABLE
16" O.C.
300"
414 SMS @ PANEL
90 N A BorD
25"R ,p;
LOCKS OR 9$6 SMS
AT EA. CONTACT
BorD E E E J J K
11.110 LDBorD
BorD E E E J J K
13'-10"
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
5'-10"
CONTINUOUS A- RAIL
ROOF PANEL
3
(WHERE OCCURS)
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
5'-6"
ALUM.ALLOY
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
w¢uJ
NNo-
6063-T6
#14 SMS @ EA. CONTACT
w
E=3/8"O x 4" @ EACH STUD
WALL CONNECTION
2"x8" FULL
0
ALUM.ALLOY
6063-T6
I.R. HANGER
Il
WALL FAST NERS
SEE TABLE
I
I APPROVED 3" OR 4"
INSULE1ROOF PANEL
"qqk HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR GONG)
WIND AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
DESIGI W/ SIMPSON A35
16" O.C.
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90 N A BorD
BorD E E E J J K
1001✓ BorC BorD
BorD E E E J J K
11.110 LDBorD
BorD E E E J J K
13'-10"
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
5'-10"
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"Ox1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
Of
zz
B=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
5'-6"
C=7/16"O x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
w¢uJ
NNo-
D=7/16"O x 1 1/2" @ 12" O.C.
LL�
E=3/8"O x 4" @ EACH STUD
9'-6"
2"x8" FULL
F=7/16"O x 4" @ EACH STUD
2' 0"
29'-3"
25'-0"
16'-9"
EXIST. RAFTER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
FULL OR
16" O.C.
1' 6"
16'-8"
13'-10"
9'-3,.
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4"
FULL
24" O.C.
1'-6"
10'-8"
8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3'-0"
2"x6" FULL OR2'-0"
2"x8" NOTCHED
24" O.C.
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2' 0"
29'-3"
25'-0"
16'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"Ox5" 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
20#/30#L.L.=(2)#14 SMS EA`SIOE
�
U -BRACKET
_
— ----
314' OR 1 1/2"
t2"
x 6 1/2" OR
,
5" MIN. 3" x 8" ALUM.
I
RAFTER
w
1 1/4"
\ EXISTING WOOD STUD FRAMING
2 EACH 1/4"O x 3-1/2" LAG SCREWS L.L.=10
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=2�
(2" MIN. PENETRATION INTO
EXISTING WOOD_STUD)_�
RAFTER TO
WALL CONNECTION O3
1
� v
Z
j— No.
. Exp. 3
w
IV
O
O
'— O
x
41
N
0
0
y#14 SMS T&B
4- AT 12" O.C.
0
00' L017�J
t
3/16"
8" 0 STEEL
0 1/4"0 HOLES,TYP.
of
NOTE: PROVIDE WATER
O PROTECTION, METAL FLASHING
O CAUCK JOINTS AND SLOPE
7 Pr TO DRAIN
TYPI(:I L BRACKET AT EVERY 2x
FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
L 1x6 OR 2x8 LEDGER
D.30psi/ RAFTER X`,1\ )14X1 314"
! (3)-#14x31/2"W.S� PATIO COVER
NOTE: PLACE "SIKA FLEX" OR SIMIL'gR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNE 71ON BELOW RAFTER W/
SAME CONNECTION'S.
tRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG@ BY:
HANGER CHANNEL t0, 20 L A ps1 DURALUM PRODUCTS, INC.
TE: 5105/2009 _ COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET
ALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, C!� 95826 SHEET 8 OF 30
90. 100 & 110 MPH lQ1A1 dSJ.�n71 FeX dM-'I51Q caloclnl�lnmlum rnm
• VISFD RY'K K 8 D P —
COLUMN / POST TYPES&SURFACE MOUNT ATTACHMENT
DETAILS
S_Q.
3.00"SQ.
_ .3—�2�I\
024" #10 sMs
@
032" 24"O.C.
~I �3.0�10.O" SQ.
3.00"
I~
a
O
G388'"
"SQ.xt=.250
III
I
Lc9
.032" ///
A. SIDE
6.5'
�
�,
OI3.0�0"
14"R
TYP. .040" ALUM.
075
o
o
4"SQ. xt=.1881
-=s"sQ.xt=.lbaI
.048"STEEL
6ASTIC
28 F
O
E
O
3.0".4.0" OR 5.0"
/8" PLUG
1F\\\
3" SQ. ALUM. PO�ST�
3" SQ. ALUM`. POST
3 M. POST
MAG POST
SQUARE
ALUM. ALLOY 3004-H36
_ O
WITH'SIDE.PLATES D
3" SQ. ALUM. POST
STEEL POST
—ALL)W-ALLOY 3004-H36
3" SQ. STEEL POST
ASTM A36 GRADE 40
ALUM. ALLOY 3004-H36`.
ALUM. ALLOY 6063-T6
ASTM A653 RADE 40
ALUM. ALLOY 3.00 t,OR��---
2,
�
I
6063-T5 ��l240" —
1.37.5
q7/16"OHOLE .56" 2 FLANGES
0
2 1/8" APART
0 75
ASTM GRADE 36 STEEL 1.125 2.5"
75" 75" BASE FLARES
0
1.60+
157" TO 3"WIDE EA.
TYP _ SIDE OF FLANGES
_ — —
1.5
USE FOR 3" 1} 75 }
.INSTALL WASH. PLATE
5'/--i-5Y2"-WHEN'US-� i •O9O" TYP.
POST ONLY 5.50° 1.7/16"O HOLE
IN 110 MPH WIND AREA
2- 5/16"0 HOLES & 2-3/8" HOLES
TYP. EA. SIDE
1
.090" BRACKET FOR 3" POSTS
�i
ALUM "T" BRACKET
STEEL "T" BRACKET 5
T=.060" TYP--- --
"LAG SCREWS OR
1-111M 0 6 009
AG SCREWS
7-
INTO EA. STUD)
i
¢NE.
k'4
wLLx
CO HNo.
7948Exp.
3
C II..
ALUM. ALLOY
OF CAU
6063-T5
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
"H" BRACKET
Nj
DRAWN
DA TI
BY: K.K.
E: 510512009
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN i
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS,
SCALE:
F
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
10, 20 8 30 psl
HORIZ. WIND =
INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED
RV' K K R D
100 & 110 MPH
I91RY A57.7n71 FAY An7.1510 —ipan;m—m—,
SHEET 9 OF 30
Y.
M
�" __.
"T" BRACKET
@ 3"SQ. POST W/
POST (2)-#12 SMS EA.
SIDE OF POST OR
1/4" M.B. THROUGH
POST
(2)-3/8"0 HILTI "KWIK"*
BOLTS, OR EQUAL, EACH
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
( SLAB SHALL BE.IN
GOOD CONDITION
3 1/2" MIN.
'�,EXISTING_<SLAB_
MN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS11
ALUM."T"BRACKET USE WITH
le
`
i POST TYPE B,C,D, OR E:
TOM CAMPBELL & ASSOCIATES, INC.coLUMN
STEEL POST ONLY:
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BYc
STEEL:'T"BRACKET USE WTH
i
USE POST TYPE
I`
(3)-5/8"0 BOLTS
SURFACE MOUNT
10. 206 30 psf
POST TYPE B,C,D,E,F,G,H,J OR K.
I
F, G, H. J OR K
FOR POST TYPE J
SCALE: NONE
REVISED BV KK RDP
RANCHO CUCAMONGA. CA (951) 741-2107
3" SO. POST ALUM.'T"BRACKET:
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
{�
USE (2)-3/8"0 HILTI
I 1
i
i
IR7A1 dF9.7f171 FeX enfi.1510 caloc(ilrinrolWm
rnm
KK 6QLT5 OR EQUAL
i 1
(2)-1/2"0 BOLTS
STEEL:'T"BRACKET:
USE (2)-3/8"0 HILTI KWIK
1/2 DEPTH OF
FOOTING OR I I
FOR ALL OTHER r
SEE NOTES BELOW BOLTS OR EQUAL
I I
12"MIN. EMBD.
CONDITIONS
( 2" MIN. EMBEDMENT DEPTH
FOR KWK BOLTS
I
I
T.O.C.
d
LL
`ASTM
A572
a
woBASI
w w
N
DE TH Ati z 3/16"
e POUREDCONCRETE 3 -
FOOTING SEE NOTE O
FOR SIZE (1)-1/2"OM.B. 3" FLUTED
OST (STL.) iN - -
:. '.
SEE FOOTIN x9" LONG, 1" SQUARE OR " SO. POST (STL.)
SCHEDULE SQUARE—.1 FROM END SEE FTGS, INSERT 6
OF POST SCHED. N
3" SQ. POSTS TO CONC. FOOTING
ATTACHED ATTACHED ONLY NOTES:
ALTERNATE FTG. FOOTING & ANCHOR BOLTS 1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS W/INSERT, MAG. BEAM, 4" OR
EMBED.
19" 1R" 7" I -BEAMS. SQ. 12" BOLTS -
20" 21" SQ. 12" 23" & 24" CUBE (2)-1/2"0 3 1/4" 2. POST TYPE E
22" 25" SQ. 16" INSTALL WASHER PLATE, 2" X
25" - 30" CUBE (4)-1/2"0 3 1/4••' X 0'-SJS" AT STEEL "T'
24" 28" SQ. 20" ARACKET.
26" 32" SQ. 23" 31" - 34" CUBE (4)-5/8"04" f 6
3. POST TYPE F � ,
09
28" 35" SQ. 25" DO NOT USE STEEL "T" I I Al l U U L�
30" 39" SQ. 28„
35" - 39" CUBE (4)-3/4"0 4 3/4" BRACKET W/7" I -BEAM.
32" 43" SQ. 30" 40" - 42" CUBE (4)-3/4"0 4 3/4"
34" 47" SQ. 32"NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
36" 51" SQ. 34" I.C._C. EVALUATION SERVICE INC., ESR -19170R EQUAL. �7
38" 55" SQ. 37" Vr
40"60" SQ. 39" LIJ NO. 37948 c" n
;:(
42" 64" SQ. 41" _ � Exp313
44" 69" SQ. 43" civi
CUBE FOOTING Wl3 1/2" SLAB -
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
INSERT
X.188"
ASTM A3 -
STEEL
PL.5/8 THK. ,
w 41i
11/2 6" 1 1/2"
r�
t
I
_yvtR �ED,STEEL BASE PLATE__ D
BASEPLATE SCHEDULE
PLATE SIZE I MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SO. x 5/8" I B, C, D, F, G„8 H
0
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER 11C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
le
DRAWN BY; K.K.
TOM CAMPBELL & ASSOCIATES, INC.coLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BYc
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10. 206 30 psf
DURALUM PRODUCTS, INC. I�
SCALE: NONE
REVISED BV KK RDP
RANCHO CUCAMONGA. CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100& 110 MPH
IR7A1 dF9.7f171 FeX enfi.1510 caloc(ilrinrolWm
rnm
SHFFT 1n OF 3n'
HEADER BEAM TYPES & 'ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" NSQ.
2.00" SPLICE VVHERE yl —��� •0�f (_—
OCCURS SPLICE WHERE SPLICE WHERE
1.79" OCCURS OCCURS
LO
4.6" 075"
(6 4.6" TYP.
`° `— .73" 2.57" 14"R
2.19" 2.04"EI
_ TYP.
065"
2.08„ i 2.0 oss TYP. 28„
TYP.
2.93" T � 4.0000.. 3.0"
27-1—
.7' ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. i ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 i6063 -T6
6.5" ROLLFORMED O 4.5" GUTTER B MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM E
4 3.0"
I— T' —I 6.5" 3" 6.5"
2'� MAX. �I 2" I�
O.042"
SPLICE
WHERE 4'. G 024"
SPLICE WHERE — f. 032„
OCCURS _ 070„ OCCURS 042" .032"
TYP .110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
AL6 63AT60Y i AL6 63 T60Y OR EQUAL
4" I -BEAM O __.7" I -BEAMS O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
1.25"
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
L
_ _ I rMAX.'
MAs„
-� 625" I � � 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
042 Ll
n ` (,
�42
8"
T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
7875 ASTM A653 GRADE 50
f � �
ALUM. ALLOY 3004-H36 ALUM. ALrr
LOY 3004-H36 / II 625 UI F-• NO. 3 948 {rr
"'
OR EQUAL O OR EQUAL .M --� 2.875" ~� N Ex 3f 1
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
O P I
N; STEEL INSERT C10 P
Mi �
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 10, 20 &30p DURALUM PRODUCTS, INC.
SCALE: NONE RANCHO CUCAMONGA', CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30 k
REVISED RY- K K 8 D P 90. 1008 110 MPH rPIal eF27n91 Fnx enil
Rtp p
BEAM TO POST CONNECTION DETAILS
( WOOD, ALUM. OR HARDBORD) 3" X S" X .042" BEAM,
3" SQ. STEEL OR (2)-#14 S.M.S. EA. SIDE (4) -TOT.
..MAG BEAM. • ),114. S.M.S. TOP & BOTT. (2) -TOT.
2-#14 x 1/2" S.M.S. EACH SIDE OF 3" #14 x 1/2" S.M.S. TOP
SO. POST (4 -TOTAL) & BOTT. (2) -TOT. 1 1/4
ALTERNATE: 1/4"0 BOLT W/ WASHER
DE OF 3" SO. POST
ROOF PANEL 6 1/2"
I ROLLFORMED OR
^ I EXTRUDED GUTTER
.75 004 (4)-#14 SDS @ EA. SIDE FASCIA ALUM. BRACKET X
L _+ TOP & BOTT. TOT:=16 #14 S.M.S. @12"o.C.
3" SO ,OST 2'• 1" ...
2.35" I I 61/2'x2"x
I
H\
( .024"RAFTER
2414 x 12" S.M.S. EACH SIDE OF 3"
M
O. POST (4 70TAL) 15
LTERNATE ;1/4"0 BOLT W/ WASHER RAFTER "TAIL" TO GUTTER
A. SIDE OF 3" SO. POST - 3" X 3" ALUM. OR
STEEL POST
I
3" SO. POS 3.125" FOR 3 x RAFTER
T .2'•125" FOR 2 x RAFTER
H - BRACKET TO POST ;""
GUTTER FASCIA
MAG BEAM 3' SD. POST - rte;,;
3"SQ. STL. BEAM i 1 3 ALUM. ALLOY 3003-H24 "ALUM rALLOY 3003-H24
1.50" t = .040" 6063-T6.
1.50 ` t = .040" 3004-H36 ALUM.
1 .28" 3.. 2 - 2�8' � 2 2"
I -
iIJ .018"8„
1 P I U (4)ws
BRACKET TO RAFTER
-
{ 2"x3" LATTICE TUBE O 1 1/2" SQ<*ORP2 1/2" MIN.
2" LATTICE IO
C46 x 2 'SMS, 2 1/2" �'(� �S, C^AI ���
OR 3 1/2", TYP �4Y ''1 O
1 1i2"C 2" SC1�OR 2"x 3" LATTICE
@3" O.C. MIN. ,UP TO 7"O.C. MAX. a ! _ 2.750"
— — — 1–No. 7048 r m _
RAFTER EXE 3 ` I (4) - #14-x 3/41`TEK`SCRES OR (6) #10 x 3/4" TEK SCREV
I I / BRACKET TO BEAM
I
LATTICE TUBE TOTRAFTER �y+A CIVIr- I
.17 F�,p "U" BRACKET - RAFTER TO BEAM 18
DRAWN BY: K.K.
70M CAMPBELL 8 ASSOCIATES, INC.
{
BEAM O POST
LIVE LOAD =
10. 20 & 30 psr
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HOR12. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95626
11 SCALE: NONE
. RANCHO CUCAMONGA. CA (951) 741-2107
90. 1008 110 MPH
/ola% caz7mi FAY d(13 -151Q ealcNulAurnlum rnm
SHEET 13 OF 30
REVISED BV' K K R D P
#10 S.N
(8 TOT.
SPLICE DETAILS
SIMPLE SPLICE
#12 S.M
(24 TOT
FULL MOMENT
BEAM TO POST DETAILS
(2)#10 S.M.S.@ EA.
VALLEY,TY�
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRL1nFn OR 6063-T5 FOR EXTRUDED -----I
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR I NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I I SO. POST,CONNECTWEB
(6061-T6) ALTERNATE I I TO PMOST 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. L. C -BEAM THR -BOLTS
TOTAL= (8)-1/2"0 BOLTS I••'ti� y ` POST
............................
fi � 101' ,
1.00" pEESS/pN SQ.
o jo 0 o j, C,q 'Q( BEAM TO POST CONN.
S MA ��
SPLICE WHERE 4"2.0011 L7 '�• r �'IZ-1 ) ,
OCCURS——.070" +I o o Lu ~ No. -17 48 j
TYP.
p
_.................................................................. A CI IL
#12 METAL BACKED,
--
ALUM.ALLOY
6063-T6
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
MOMENT C -SPLICE
NEOPRENE WASH
TEK SCREWS @) 8"O.C.
AX, STAGGER IN BEAN
JOR
ROOF PANEL
4"x3" ALUM. "I"(4).'1/4"0 M.B. BEAM
7"x4" ALUM. "I"TO BRACKET
i
I
i
2- 3/8"0 M.B. THRU STL."T'
BRACKET TO POST.
POST, SEE SCHEDUL
ALTERNATE BEAM TO POST CONN.
•.
PATIO COVER SYSTEM AS MFG.,
Y.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
N
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 & 30 psI
DURALUM PRODUCTS, INC.
11C11.1,111-71111
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 951126
SHEET 12 OF 30
REVISED BY' K K R D P
90. 100 & 110 MPH
cnx am-1sia �am-nn��ral��m.-��,
#8 S.M.S. EACH SIDE
r-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
I
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
LATTICE BEAM TO POST,CONwN-ECl
5�- BEAM SPLICE TO
OCCUR DIRECTLY OVER
POST. NOT PERMITTED
6°SCREWS I @ 2 -POST UNITS
PER SIDE
5" 5" #14 SMS MA
BE USE AS
3.5" ALTERNATE
3.5" 3.5,
1/4"0 BOLT
-_--_-- 8" BEAM
D OR
6-#14 SMS EA. I
SIDE I I 6 1/2" SIDEPLATE E
#14 SMS EA. SIDE I43"SQ.
SIDE SEE POST SCTOP, MID HEIGHT
AND BOTTOM. POST BETWEEN SIDE,PU
BEAM TO POST CONNECTION
POST`SCH. DULE =-
-3"SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. X0
W/ (6)-#14 S.M.S. EACH SIDE. 2 W/ (6)-#14
USE ON CONC. SLAB ONLY ( USE ON C
EXIST.
SHEA-THING
)•1AY
J
2"x6" LEDGER (NEW OR EXIST.)
LnL
X i
w (2) 3/8" LAG SCREW /4
EXIST.
1" STUCCO OR EQUAL
2.5" PENE.INTO EACH WOOD STUD ,
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
" 0 PLASTIC
UG WHERE-,
REW IS INSIDE
I
32" + (2)-2" x 6 1/2" x.032
S.M.S. EACH SIDE.
O"NC. SLAB OR FOOTING
'llo k(i 'Zoog
- 31� %/4)njilli
DOUBLE RAFTER CONNECTION DETAILS
TOM CAMPBELL &ASSOCIATES, INC.
1 1/2" OR 2"LATTICE #8 S.M.S.
1
ALTERNATE 1/2"
DOUBLE RAFTER- {
BOLT CONNECTIO
PLAN 2
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
i
ALTERNATE:
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
IlQlAIA';7-7n7i
4-#14 S.M.S. EACH
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
- -
HORIZ. VIAND =
RAFTER TO COL.
95826
SHEET 14 OF 30
--
REVISFD RY, K K A D P
CONNECT. (8 -TOT.)
90. 100 8 110 MPH
Fnx Anz-151Q �moonn,,.�l„m
,•.,�„
V
4.5" O 6"
3"x 3"STL.POST (24")
I ° I
ALTERNATE:
INSERT ATTACHED OR
I
(2)-2x6.5" OR
3"x 3"STL.POST COLUMN
(2)-3"x8"HEADER
FOR FREESTANDING
(2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL.
HEADER CONN. 9
#8 S.M.S. EACH SIDE
r-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
I
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
LATTICE BEAM TO POST,CONwN-ECl
5�- BEAM SPLICE TO
OCCUR DIRECTLY OVER
POST. NOT PERMITTED
6°SCREWS I @ 2 -POST UNITS
PER SIDE
5" 5" #14 SMS MA
BE USE AS
3.5" ALTERNATE
3.5" 3.5,
1/4"0 BOLT
-_--_-- 8" BEAM
D OR
6-#14 SMS EA. I
SIDE I I 6 1/2" SIDEPLATE E
#14 SMS EA. SIDE I43"SQ.
SIDE SEE POST SCTOP, MID HEIGHT
AND BOTTOM. POST BETWEEN SIDE,PU
BEAM TO POST CONNECTION
POST`SCH. DULE =-
-3"SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. X0
W/ (6)-#14 S.M.S. EACH SIDE. 2 W/ (6)-#14
USE ON CONC. SLAB ONLY ( USE ON C
EXIST.
SHEA-THING
)•1AY
J
2"x6" LEDGER (NEW OR EXIST.)
LnL
X i
w (2) 3/8" LAG SCREW /4
EXIST.
1" STUCCO OR EQUAL
2.5" PENE.INTO EACH WOOD STUD ,
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
" 0 PLASTIC
UG WHERE-,
REW IS INSIDE
I
32" + (2)-2" x 6 1/2" x.032
S.M.S. EACH SIDE.
O"NC. SLAB OR FOOTING
'llo k(i 'Zoog
- 31� %/4)njilli
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
LATTICE
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
IlQlAIA';7-7n7i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ. VIAND =
8269 ALPINE AVE., SACRAMENTO, CIA
95826
SHEET 14 OF 30
REVISFD RY, K K A D P
..
90. 100 8 110 MPH
Fnx Anz-151Q �moonn,,.�l„m
,•.,�„
10# L: L---:9-0-M-P-H-F-R-EESTAN-D�&=A-TTAC
}
=
O
00
F
F
J
O z m
v _j
x U)
¢
4 a z
p
3",SQ. STEEL BEAM (,DBL:_3=x8"x
�..— 042�`BEAM�•
MAX.POST
SPACINGSPACING
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
5'
13'-7"
13'4"
32
G
17
17'-2"
32
G
20
POST TYPE 2
11'-4"
12'-6"
32
G
18
15'-8
32
G
21
7'
9'-8"
11'-7"
29
G
18
14'-6"
32
G
22
8'
8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
9'
7'-7"
10'-3"
29
G
19
12'-10"
32
G
22
10'
6-9"
9'-8"
29
G
20
12'-2"
32
G
23
11
6'-2"
9'-3"
29
G
20
11'-7"
29
G
23
12'
5'-8"
8'-10"
29
G
20
11'-1"
39
G
24
13'
5'-2"
8'-6"
32
H
21
10'-8"
32
H
24
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
15'
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
16'
4'-3"
7'-8"
32
H
22
9'-7"
32
H
25
17'
4'-0"
7'-5"
32
H
22
g'-4"
32
H
25
18'
3'-9"
7'-3"
32
H
22
9'-1"
32
H
25
19'
3'-7"
7'-0"
38
H
22
8'-10"
38
H
25
20'
3'-4"
6'-10"
38
H
22
8'-7..
38
H
26-
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
I�
R E-N-LATT 1-C E PAT I -O -S -12-O R L E_S_S jN
EXP. B& C
2"x6.5"x.032"
BEAM3"X8"
BY:
BEAMwIINSERT
DRAWN BY: K.K.
I,FOR
ATTACHED PATIOS
OR 3x8
BEAM
ATT-
DATE: 5/05/2009
NONE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL E GINEERING
} IMINIMUM
•ATT. oTYPE
NO. OF POST
FOOTNOTE:
MAX.POST
FREESTAND
SHEET 25 OF 30
MAX.POST
FREESTAND
RANCHO CUCAMONGA, CA (951) 7 1-2107
SPACING
90.1008110 MPH
SPACING'eOST
S' Itl
MOST IK
REVISED BY: K.K. 8 D.P.
TYPE 1
POST TYPE 2
u
FTG.
FTG.
FTG.
MOST
FTG.
EXP. B 1
EXP. C
EXP. B
EXP. C
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
21 6'
22 7'
23 ,.
23 9' ;j2
I
24 10• j
24 11 ��3
25 ,2' ;p
25 13' '
26 14' '1
26 15' I�
26 16' ;14
27 1T j�
27 18' ;N
27 19' N
27 20' I�
28 FOOTNO
16'-4"
32
G
20
29'-11"
38
G
N2
2
2
2
14'-8"
32
G
.20
26'-9"
38
G
�2
2
2
2
13'-4"
32
G
21
24'-5"
38
G
12
2
2
2
12'-4"
32
G
22
22'-7"
38
G
3
2
2
11'-7"
29
G
22
21'-2"
38
G
2
3
2
2
10'-11"
29
G
22
19'-11"
38
G
3
2
2
10'-4"
29
G
23
18'-11"
38
G
3
3
2
2
9'-10"
29
G
23
18'-0"
32
G
3
4
2
2
9'-5"
29
G
24
17'-3"
32
G
3
4
2
2
9'-1"
32
H
24
16'-7"
32
H
3
4
2
3
8'-9"
32
H
24
16'-0"
32
H
4
2
3
8'-5"
32
H
24
15'-5"
32
H
4
5
2
3
8'-2"
32
H
25
14'-11"
32
H
4
5
2
3
32
H
25
14'-6"
32
Fi
4
5
3
3
7'-8"
32
H
25
14'-1"
32
H
4
5 '
3
3
7'-6"
38
H
25
13'-9"
38
H
E.
!EA -r)
EUIRED
28 ALLOWABLE
AND OR MIN. NO. OF POST
SPACING MUST EXCEED
1
38
H
26
13'-4"
38
H
OR LESSER
SLAB SPACING
MUST BE USED
A
5• (� I'�IJ��
FOOTNOTE:
'
I
-SID'.USE-ON-C.ONCQ_SLAB_ONLY
OL
cfOL:
TYPES
TY
-D 1t=-024"EP�
ON CONC. SLAB OR FOOTING
`
-P_ -ES
D-2,x„.032'=SIDEPL'ATES
FOOTNOTE:
"SAMPLE"
�ly
i
FIGURE
INDICATES EXPOSURE
B
AFI
NDICATES EXPOSURE C
ADDITIONAL
FOOTNOTE:
WHERE
ONLY
ONE FIGURE SHOWN
INDICATES EXP. B 8 C.
on i, iv
,,. -
PATIO COVER SYSTEM AS MFG
BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, IN
LATTICE
POST SPACING TABLE
LIVE LOAD =
10, 208 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
NONE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL E GINEERING
FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, C
95826
SHEET 25 OF 30
SCALE:
RANCHO CUCAMONGA, CA (951) 7 1-2107
AND ATTACHED
,,,,,,
90.1008110 MPH
!010.1 d59.7091 FOX df1t1510 colocnA.alum
�.•..
REVISED BY: K.K. 8 D.P.
u
10# L. L.
4' 1 17'-0"
5' 13--7--
6-
3'-7"6' 11 '-4"
10' 6-9"
11' 6'-2"
12' 5'-8"
13' 5'-2"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9"
NOTE:
FOOTING SHOWN REPRES&
EACH SIDE OF CUBED FOOT
WHERE SLAB OCCURS, CUB
MAY BE REDUCED 6" EACH f
SEE ALTERNATE FOOTING T
OR LESSER MUST BE USED
FOOTNOTE:'
/Q�' Q•� `4R7 !'"' I `� ' `I� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
LENGTH OF
WITHOUT SLAB. (D ,I FOOTNOTE: "SAMPLE"
1
:DOTING SIZE_f. S
DG FIGURE INDICATES EXPOSURE B—a
FIGURE INDICATES EXPOSURE C
FOR FREESTANDING ONLY. \ Exp. 3
ES I ) ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
Jf1I. Iu rum RI 1Hlnuu a.n1
it, ------ —
DRAWN BY: K.K.
DATE: 510512009
SALE: NONE
REVISED BY: K.K. 8 D.P.
-
TOM CAMPBELL 8 ASSOC LATTICE
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
RANCHO CUCAMONGA. CA (951) 7 -2107 AND ATTACHED
'
LIVE LOAD =
10. 20 8 30 psf
HORIZ. WIND =
g0. 100 8 170 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ra1A1 e5�-7M1 Fox anv_151Q c�loclhlA„nl„m rnm
SHEET 26 OF 30
100
MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12'
OR
LESS EXP.
B & C
3" S6. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
3"x8" BEAMMINSERT
FOR ATTAGHED PATIOS
MINIMUM NO. OF POST
FREESTAND
Al.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.PFREESTAND
ST
qTT,
m o
TYPE D
FOOTNOTE: '
MAX.POST
SPACING
MIN.
SPACING
MIN
FTG.
SPACING
FTG.
MOST
FTG.
SPACING
SPACING
FTG
POST
FTG.
�
POST TYPE 1
POST TYPE 2
I
FTG.
POST
FTG.
FTG.
(IN.)
POST
(IN.)
(IN J
TYPE
(IN.)
(IN.)TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
1
(IN.)
TYPE
(IN.)
TYPE
14'4!''
32
G
17
8--5" 1
39
G
21
16'-4"
34
G
20
29'-11"
39
G
23
6
2
2
2
2
13'-41',
32
G
18
1 �' 216,-6..
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
12'-61.,32
11
G
19
15-8"
,1-5'-0--
'-0„7;
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
8'
2
3
2
2
1,
29
G
19
14' 6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
13'-11"
10'-110"
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
11'
3
4
2
2
12'-3"
9'-8'1
29
G
21
12'-211'-8"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12'
3
4
2
2
9'-31'
f'
29
H
21
11 7"
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
8'-10"
29
H
22
11' 1„
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
r
10'-7"
8'-6'!
32
f (
22
10 8„10
34
H
25
9'-1”
34
H
24
16'-7"
34
H
28
1s
4
5
3
3
2„
812-1
32
H
22
10'-3"
34
H
26
8'-9"
34
H
24
16'-0".
34
H
28
16'
4
5
3
3
'_10,.
32
H
23
9-119-6"
34
H
26
8'-5"
34
H.1
24
15'-5"
34
H
28
17'
S
6
3
3
7'-1�1"
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„
32
�
23
9. 4'-11"
34
27
7'-10"
34
25
14'-6"
34
29
,�
5
6
3
3
r
--
7'-3"
32
24
9 18
34
j
27
7'-5"
34
j
25
14'-1"
34
J
29
20•
5
6
3
3
8
38
24
8'-10"
g'_5"
39
�
27
7'-0"
39
�
25
13'-9"
39
J
29
FOOTNOTE:'
HEADER
AND OR MIN.
NO. OF POST
6'-110"
38
24
8
8, 3„
39
27"-
8..
39
j
25
13'-4"
39
J
30
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
NOTE:
FOOTING SHOWN REPRES&
EACH SIDE OF CUBED FOOT
WHERE SLAB OCCURS, CUB
MAY BE REDUCED 6" EACH f
SEE ALTERNATE FOOTING T
OR LESSER MUST BE USED
FOOTNOTE:'
/Q�' Q•� `4R7 !'"' I `� ' `I� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
LENGTH OF
WITHOUT SLAB. (D ,I FOOTNOTE: "SAMPLE"
1
:DOTING SIZE_f. S
DG FIGURE INDICATES EXPOSURE B—a
FIGURE INDICATES EXPOSURE C
FOR FREESTANDING ONLY. \ Exp. 3
ES I ) ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
Jf1I. Iu rum RI 1Hlnuu a.n1
it, ------ —
DRAWN BY: K.K.
DATE: 510512009
SALE: NONE
REVISED BY: K.K. 8 D.P.
-
TOM CAMPBELL 8 ASSOC LATTICE
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
RANCHO CUCAMONGA. CA (951) 7 -2107 AND ATTACHED
'
LIVE LOAD =
10. 20 8 30 psf
HORIZ. WIND =
g0. 100 8 170 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ra1A1 e5�-7M1 Fox anv_151Q c�loclhlA„nl„m rnm
SHEET 26 OF 30