09-1250 (PAT)C� �'IWP.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00001250
Property Address: 81180 GOLF VIEW DR
APN: 762-280-020- - -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 4070
Td�/ 4 4 Q"
Applicant: 0 Architect or Engineer:
?DIA -
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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: C47 D03 License No.: 539152
ate�� 000000—ntractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec, 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
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 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 am exempt under Sec. , BAP.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
Owner:
GOREY
81180 GOLF VIEW DRIVE
LA QUINTA, CA 92253
Contractor: U
PRECISION PATIOS
67210 KANN ROAD
DESERT HOT SPRINGS, CA 922 1
(760)413-2007
LiC. No.: 539152
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 12/08/09
w u
DEC 0 9 2039
CITY OF ' A QI IJ drA
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and polic number are:
Carrier EXEMPT Policy Number EXEMPT
1 certify t perfor o the work for which this permit is issued, I shall not employ any
i Person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the La or Code, I shall forthwith comply with those provisions.
date• Z—plicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that 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 thi>e6unty to enter upon the above-mentioned property for inspection purposes.
tel Signa "re (Applicant or Agent): �r
Application Number . . . . . 09-00001250
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 72.00 Plan Check Fee .
Issue Date . . . . Valuation . . . .
Expiration Date . . 6/06/10
46.80
4070
Qty Unit
Charge Per
Extension
BASE FEE
45.00
3.00
9.0000 THOU
:
BLDG 2,001-25,000
27.00
-----------------------
Notes and Comments
17' X 18' (306
S.F.) ALUMAWOOD LATTICE
PATIO COVER AT
REAR OF SFD.
PER APPROVED
PLANS. 2007 CODES.
----------------------------------------------------------------------------
Other Fees .
. . . . . . .
. BLDG STDS ADMIN (SB1473)
1.00.
STRONG MOTION (SMI) - RES
.50
Fee summary Charged
Permit Fee Total 72.00
Plan Check Total 46..80
Other Fee Total 1.50
Grand Total 120.30
LQPERMIT
Paid- Credited Due
.00 .00 72.00
.00 .00 46.80
.00 .00 1.50
..00 .00• 120.30
Bin #
Qty Of Ia Q[uinta
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 # \,�'�
0CI\'
Project Address: �j 0 Gf
Owner's Name:
A. P. Number:
Address: V(
Legal Description:
`�
Contractor: 10� G,v
City, ST, Zip: r?
$F:•'T}`:h': "nyA`.�ri,'L4 fi3�.;Y#,`vRrt�2
Telephone:
Address: (� �-
Project Description:
City, ST, Zip:.
�`/■ ��J{`� yrn � 4 j: y�f,{�v�if Vrj• :., � 4: ij$j�
V 1 � t.{ Yu Cr',G` jiy .4J........ i.:4
Telephone: 6 �, ��^ 'f'' :f ` '� ^'x;
State Lic. # : / 52, City Lie. #:
/� L /1 /{�/
/ 1 l� �•Y �I �� V
/rrV o P
Arch., Engr., Designer. c lf
Address:
City, ST, Zip:
C
Construction Type: Occupancy:
YP
Telephone: ��<r�y:".•���:�;;�r' ..:rrf;
State Lie. #:
Name of Contact Person:
Project tyPa circle one) New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Plan Sets
Pian Check submitted
8
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cales.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
21' 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 correctionstiissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
h/
p.02
FAIRWAYS ASSOCIATION
November 6, 2009
Mr. John Gorey
1110 7" St.
Hermosa Beach, CA 90254
Re: Architectural Application Approval
Dear Mr. Gorey:
The Architectural Committee has reviewed your plans submitted for the installation of trees and bushes
extend the patio decking and the addition of an awning. I am pleased to inform you the Architectural
Committee has approved your application with the following conditions:
Please provide clarification, per the plans submitted, for `others wood patio coverings". Please
provide what type of wood/material will be used for the structure. Also, please provide the name of
the company installing the wood patio covering and submit their insurance information to
management.
The committee recommends a deep watering system for the ficus being planted in the planters.
We have not received the signed adjacentneighbor form for your neighbor at 81-170 Golf View
Drive (enclosed). We have not received the adjacent neighbor form for your neighbor at 81-190
Golf View Drive. We sent the form to him on October 20, 2009. We will make a second attempt via
certified mail.
Please provide the above information at your earliest convenience.
Enclosed is Exhibit C — the Compliance Review Request form. Please complete that form after the work
is completed and return it by mail or fax to the address below so the completed project can be .inspected.
If you have any questions, please contact Joe Gibbs, Operations Manager at 760-776-5100 Ext. 345
Sincerely,
For the Architectural Committee
PGA WEST Fairways Association
*iatio
cDo aid, PCAM
anager
Encl.- Compliance Review Request Form
cc: Lot File
Architectural Committee
Sands to Green landscape
Post Office Box 1690 - La Quinta, California 92247 - Phone (760) 776-5100 - Fax (760) 776-5111
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
March 27, 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 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 2005 Aluminum Design Manual, ADM 1-05.
Please contact me at (951) 741-2107 or at ticampbellCa)-charter.net should you require
additional information.
i s
Tom Campb, 11, PE
ii a
September 14, 2009
,7� .. -
ICC Evaluation Service, Inc. '
Los Angeles Business/Regional 0ffiE.e
536,1 Vdorlunan Mill Road
Whittier, CA 906ui
tel: 562.699.oS43
fax: 562.69S..769.;
www.icc-es.ork
Dave Perard 08-01-01
General Manager Please reference this number
Duralum Products, Inc. on all correspondence
775 Trademark Circle, #102
Corona, CA 92879
Dear Mr. Perard
We recently had a request for information on the status of the above -referenced file
number. The 2008 ICC -ES file number is an open file currently under review. Once
completed the new ICC -ES report wily reference the current I-code(s).
If you have questions, please contact me at (800) 423-6587, extension 3307, or by e-mail
at mmoody@icc-es.org. .'
Yours very truly,
Monique Moody
Manager, Client Relations
:mm
L9 GO iWT f
�� ► � ,L�I iM A" UU�iD
.. PP,�f r:.s.. rl,A S 19,
LA
01414
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
Mt n ill)' ?[?Q
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. Lu f" NO. 37
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 Exp. -)1-31111
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR A UNS
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. ,W OF LA Q V I c1v�-
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AU HOFE
D
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. pp O`;' 1
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. BUILDING & SAFETY DEPT.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIA.. APPROVED �� v/�
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC P P APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. �n p �+(����+
9. AN ATTACHED PATIO COVER MAYBE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES HICK ANDQ LOMEh) IpNTRUCTION
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 F&ftVA[EW _aE ZER
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 (HIP), 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 -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.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
►./
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 8 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.
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 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. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psf DURALUM PRODUCTS, INC.
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 GENERAL NOTES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30
REVISED BY: K K. & D P Afl tMR11f1 MPN lA1R1 dF27Mi FCX df17-1FtP <aiocnnn.aium rnm
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
MAX. O.H.
._ 25% OF SPAN 0'
SEE SICHEI
T
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- r
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE:NTS
TVI'7C HCn ATTArLl Crl C'lKlf`1 C Or
RAFTER. SEE TABLE
FOR SIZE
AND SPACING -
HEIGHT
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
FX/sr/A,G NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEMS . PRO .
L
B -- MAV NOT BE ENCLOSED OR COVERED,
/CO/NG LE
RAFTER. SEE TABLE
FOR SIZE
AND SPACING i
POST WITH SIiSE
PLATES SEE DL
- SLAB ATTACHMENT
BE USED WHERE
MITTED.
VG SCHEDULE
FOOTINGWHERE-REOUIRED,
SEE SCHED. FOR FOOTING C
NOTE: THIS OPEN LATTICE -TYPE STR
MAY NOT BE ENCLOSED OR G q,
A
NOTE: THIS OPEN L
MAY NOT BE
No.
MAX. O.H.
5% OF SP,
'POST HEIGHT
SEE�CHEOUL
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER- I \
'EAGLE WITH ANY OTHER
, TENT UNLESS OTHERWISE SHOWN.
4%
TYPE "F" ATTACHED MI
'
mm 0 e 1099
MAX. PROJ.
�y SEE SCHEDULE
oC �
HEIGHT
�X/Sr/NG BO/(DJ�G
POST LATES SE SIOE-
flllllllllllllfl PLgTES SEE TAIL
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REOUIREO.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
0 MAY NOT BE ENCLOSED OR COVERED.
�°OS ^
DRAWN BY: K.K.
SEE POST DETAIL
LENGTH OF STRUCTURE VARIES -
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
SFFlys/'gC./
eCF NG
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
F'OS
tD, zD R 3o';
POST CR
SEE POST
SS -SECTION,
DET IL
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
SFF rqB qG/N
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
lfQIRlAS7_7n7i
NOTE: EACH COMPONENT IS INTER- n
OyCHANGEABLE
312- SLAB
MAY BE USED
CF G
3 1/2' SLAB
VVITH ANY OTHERr
SFF rqD/NG
TO
EE
Y BE USED
ACONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. F
FOOTING.O
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
a
Gsr
TOIN
FOOTING, SEE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
sFFr Spq I
qe<F
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
G
FOOTING WHERE UIRED
- SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOO
SEE SCHED. FOR FOOTINGCUBE SIZE
TYPE 11G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
tD, zD R 3o';
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
lfQIRlAS7_7n7i
SHEET 3 OF 30
REVISED BY, K K R D P
90.100 &'110 MPH
Fnx Anzl5io c t,ca b,rnw mm
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL G' COFSTRL/CTLI
ROOF PANEL E PROJE� �o @E LES E VqR,
SEFORSPANSE NIFENCL SEP
0. SPAN
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE --"
BY: K.K.
C
POST
OPTIONAL: CANTILEVER
SD. POSTS, SIZE VARIES
SEESCNEDULES
SE POST SCHEDULE FOR
E SCHEDULE
SE POS S ACINGR
C
m a
QN.. NOT
3 1/2" SLAB ATTACHMENT
O H'NOT
�5% Tp
MAY BE USED WHERE
ALTERNATE:
OF EXC
SPAN EEO
PERMITTED.
SINGLE POST
ALTERNATE:
SEE SCHEDULE
SEE SCHEDULE
PERMITTED.
MAX, HT.= 12'
90. 1008110 MPH
\
SEE SCHEDULE
SEE SCHEDULE
NOTE: NO SPLICE AT THIS
J
MAX. HT.= 12'
POST ANDA END BAYS,
FOOTING WHERE REQUIRED _/
c
0
SEE SCHEDULE FOR FOOTING CUBE SIZE
O
NOTE: EACH COMPONENT IS I.
POST AND AT END BAY
CHANGEABLE WITH ANY OTH2 Q
J
COMPONTENT UNLESS OTHEII O
TXZl-ll-- 11 All ATTA r%I Ir'- C`I AI/ -%I C C%rlA AI %A Ill—A AIT 11 l-% /r- 1/1
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL LENGT
SEE DETAILS AND SH N oFSTR
MIN. 0.25" SLOPE PER FT, rHE P H �L T UC �T CS T✓'4R�ES
IV
C's ^� OSED
U SEE DETAIL FOR SPLICE
BY: K.K.
C
L)
POST
OPTIONAL: CANTILEVER BEAM
= SO. POSTS, SIZE VARIES
SEESCHEDULiFsG
E SCHEDULE
SE POS S ACINGR
C
m a
10. 20830PsDURALUM
PRODUCTS, INC.
O H'NOT
3 1/2" SLAB ATTACHMENT
RANCHO CUCAMONGA. CA (951)741-2107
Z5% rp
= 3
MAY BE USED WHERE
ALTERNATE:
pF SPAN
}
PERMITTED.
SINGLE POST
90. 1008110 MPH
MIRI 4527(171 Fox e117-1F�4 "=laum�n l�l�,,,,
SEE SCHEDULE
SEE SCHEDULE
i
MAX. HT.= 12'
-
NOTEuNO SPLICE AT THIS
POST AND AT END BAY
J
PIC DOTING WHERE REQUIRED
./
E SCHEDULE FOR FOOTING
CUBE SIZE
I
N1M 0 6 2009
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
�j
COMPONTENT UNLESS OTHERWISE SHOWN.
r PE "B" ATTACHED
MULTISPAN
W/CANTILEVER OPTION
ENGTH OF ST Exp ALUMINUM LENGTH OF SrRUCT Vf
RUCTURE CIVIL ROOF PANEL MIN. 0.25" SLOPE PER FT. O,H URE
(MgyApT S
FOR SPANEE S
(MgyNOT
BE ENCLOSED) \
O.H.--SPA @E ENCLOSED )
"O.H." NOT TO EXCEED 25% SPAN
1 OF SPAN
SEE DETAIL FOR SPLICE _1 I+I
I+ SEE DETAIL FOR SPLICE
POS OPTIONAL: CANT LEVER BEAM POST OPTI NAL: CANT LE
SO. POSTS, SIZE VARIES SEESC EDING SEE SCHEDULE POST SPACINGR SQ. POSTS, SIZE VARIES sees CH otjVG SEE SCHEDULE FOR
H UL ES = EDUCES PYST SPACING
4.1
3 1/2" SLAB o' 25joT Tp Ek 3 1/2" SLAB ALTERNATE: O% OFOr r� EXC
MAY BE USED ALTERNATE: u OpS: CEEO MAY BE USED Sp EED
TO CONSTRAIN / SINGLE POST qN v TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE
SCHEDULE NOTE O SPLICE AT THIS SCHEDULE NOTE O SPLICE A THIS
POST D AT END BAYS. POST D AT END B�4YS.
FOOTING WHERE REQUIRED -/ FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE /��l/ SEE SCHEDULE FOR FOOTING CUBE SIZE /�,/
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN V\//CANTILEVER OPTION
BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
TDRAWN
ATE:'BY2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10. 20830PsDURALUM
PRODUCTS, INC.
CALE: NONE
RANCHO CUCAMONGA. CA (951)741-2107
STRUCTURES
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO. CA 95626
SHEET 2 OF 30
EVISED CiY KK 8DP
90. 1008110 MPH
MIRI 4527(171 Fox e117-1F�4 "=laum�n l�l�,,,,
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL &!PATIOS 90/100/110 MPH EXPOSURE B & C
—�I 2' I� � n n Q 0 5! 3.. 2"
6.5"flA8.0,.
y
O24'• �,�P �.® .042..
~L:0 2"J O 024"
ALUM. ALLOY 3004-H36 .032" ALUM. ALLOY 3004-H36
! f— p 1
OR QUAL �l
IJ 1 I O 37CJ48 OR EQUAL
1
\ Exp.3
* SEE NOTE BELOWOR EOUALALLOYM. 3004-H36
J' C 11. SEE NOTE BELOW I
rn T 2 x 6 1/2" RAFTER o DBL. 2 x 6 1/2" RAFTER c 3 x S" RAFTER
L.L.= "T' m u 90, 100 & 110 MPH L.L.= "T' c°3 90, 100 & 110 MPH L.L.= "T' m c°( 90 & 100 MPH 110 MPH
(PSF) (IN.) h o EXPOSURE B & C (PSF) (IN.} y o EXPOSURE B & C (PSF) (IN.) o EXP. B & C EXP. B EXP.0
16" 21'_1' 16" 28,_5„ 28'-5" 27,_8„
16" 14'-11" 024 .042
024 24" 17'-2" 10 24„ 23,_2„ 23'-2" 22' 6"
24" 12,_2,. 10
10 .032
16" 20'-1 .032 16" 28'-6"
24" 16-5" 24„ 23,_3„
.042
16" 24'-10" 16" 15,_3„ .042 16" 20,_6„ 20'-6" 20,_6„
.024
24" 20,_3„ 20 24„ 12,_5., 20 24„ 16,4„ 16,4„ 16,_9„
16" 10'-10" 16" 20,_7"
.024 .032
24" 8'-10" 24" 16_10,.
16" 14,_7„ 16" 13,_9„ 16" 18,_6„ 18'-6" 18,_6.,
20 .032 24".024 .042
11'-11" 30 24" 11'-2" 30 24" 15,_1„ 15,_1„ 15' 1"
16" 18 _0„ 16" 18,_6,.
.042.032
24" 14,_8,. 24„
16"
9'-8"
.024
24" T-11"
16" 13,_1„
30 .03224 101-81,* 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.
16" 16,_2„
.042
24" 13'-2"
PROJECTION
SPAN
O.H.
ZZ_T
Z.
h
TRIBUTARY TRIBUTARY=
WIDTH 112 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
O.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'
5 6 6 7 7
8 8
9 9 10
10 11 11 12 12 13
3'
— 7 7 8 8
9 9
10 10 11
11 12 12 13 13 14
9
10 10
11 11 12
12 13 13 14 14 15
—
1 11 11
12 12 1 13
13 14 1 14 1 15 1 15 1 16
PROJECTION
SPAN
O.H.
ZZ_T
Z.
h
TRIBUTARY TRIBUTARY=
WIDTH 112 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: 5/052009
COMMERCIAL'AND' RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
REVISED BY* K K & D P
,
90. 100 & 110 MPH
I.......... F.X en.'+ -1.41p aalc�Auralr�m mm
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B &'C
................... ...... .........................
............ ......... ...... .....
24°
24" TRI -'V" PAN
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 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S.
12" X 3 -1/Z VV I-'HIVtL
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 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
f,4AY 0 U X009
~ NO. 37948
� Exp. e
cS'A CIV11
LOX 18 00" 4
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
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 208 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA 951 741-2107
i i
PANEL FASTENERS
HORIZ. WIND =
90. 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
I I
REVISFD BY- K K R D P
100 8
rgtal e52on71 ccx enz-iF`Ip
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
r-3„--'1-2„� 3.00” SQ. �I 3.00” SQ. I~
3.00"SQ. 024" #10 SMs
.032" @24"O.C.I�
_ EA. SIDE
6.5 � , O .075'
—LUQ I TYP. --_ .040" ALUM.
L L— 032" .048"STEEL
28" O O
O
5/8"'PLASTIC PLUG
3" SQ. ALUM. POST 3" SQ. ALUM. POST O 3 M. POST MAG POST
WITH SIDE PLATES D ALUM. ALLOY 3004-R36 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1-136 3" SQ. STEEL POST
ASTMW653- GRADE 40 ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.U0" GR
6063-T5 �� 2.40"--,--r
1.375"
.75"
CL 7/16"OHOL
ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
o/ .75" 75" BASE FLARES
157" TO 3"WIDE EA.
1.60" TYP. _ __ _ SIDE OF FLANGES
1.50 USE FOR 3" 1� .75' T
INSTALL WASH. PLATE .090" TYP.- POST ONLY 5.50" T, 1-7/16"0 HOLE
1%" x 5/16" x 5}4" WHEN USINGTZ
IN 110 MPH WIND AREA q 2- 5/16"0 HOLES__
OLES &TYPBEA. SIDE
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP
S)3 -3/8" LAG SCREWS OR m4y () 6 1009
\l��I 12.5'/4" LAG SCREWS
PENE. INTO EA. STUD) i
T— J .,n����,..
>J
f—
X
W
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 & ASSOCIATES, INC.
G =3" Q.xt=.188"I
PATIO COVER SYSTEM AS MFG. BY:
H=3"SQ.xt=.250'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
'
J =4"SQ.4=.1881)
DURALUM PRODUCTS, INC.
K=5"SQ.xt=.188"
3.0"A.0" OR 5.0"
SCALE: NONE
REVISED BV K K R D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
SQUARE
8269 ALPINE AVE., SACRAMENTO, CA 95826
1AIrl
STEEL POST
ASTM A36 GRADE 40
2 FLANGES
2 1/8" APART
o/ .75" 75" BASE FLARES
157" TO 3"WIDE EA.
1.60" TYP. _ __ _ SIDE OF FLANGES
1.50 USE FOR 3" 1� .75' T
INSTALL WASH. PLATE .090" TYP.- POST ONLY 5.50" T, 1-7/16"0 HOLE
1%" x 5/16" x 5}4" WHEN USINGTZ
IN 110 MPH WIND AREA q 2- 5/16"0 HOLES__
OLES &TYPBEA. SIDE
.090" BRACKET FOR 3" POSTS
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP
S)3 -3/8" LAG SCREWS OR m4y () 6 1009
\l��I 12.5'/4" LAG SCREWS
PENE. INTO EA. STUD) i
T— J .,n����,..
>J
f—
X
W
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 & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009COLUMN
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
/
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BV K K R D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. VNND =
90. 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
1AIrl
SHEET 9 OF 30
da9.7M1 Fnx dn(L1AtA
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1.50"
060
1 50'� I II II
01
.563"
N O M .281"
4D o b WALL
N �
FASTENERS ALUM.ALLOY
6063-T6
060"
B
ROLLFORMED HANGER EXTRUDED HANGER CHA NEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET, \
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARDEXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION
WALL FASTENERS
SEE TABLE
25"R
#14 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
����
AT 2x FASCIA
200/
DESIGN
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
ALUM.ALLOY
LL=10 I LL=20 I
F
t/1 6063-T6
#14 SMS @ EA. CONTACT
W
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
}-- 2.(40"
T=.060" w
N
WALL FASTENERS C)
SEE TABLE o
O
a �
APPROVED 3" OR 4" n41j
INSUL. ROOF PANEL 9
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=30
LL=10 I LL=20 I
LL=30 LL=10 I LL=20_L LL=30 LL=10 I LL=20 I LL=30
90
A BorD
8orD E E E J J K
100
8orC BorD
BorD E E E J J K
110
D BorD
BorD E E E J J K
2'-0" 7'-0" 4'-6"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
of
A=3/8" 0 x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
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
W¢
C=7/16" 0 x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
W
,uJ,,
D=7/16" 0 x 1 1/2" @ 12" O.C.
16'-9"
L¢L��
E=3/8" 0 x 4" @ EACH STUD
F=7/16" 0 x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"V-6"
FULL OR
2 x 4
FULL
16" O.C.
10. 20 8 30 psf
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
24" O.C.
V-6" 10'-8" 8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3'-D"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2'-D"
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"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
1/2"
1.
No.
Exp. 3
4SMST0
AT 12" O.C.
`"'AY 0 G '2009 1
10# L.L.=(2)#14 SMS EA. SIDE
/20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U -BRACKET 8„ 0 STEEL
p 114"0 HOLES,TYP.
_ �3/4' OR 1 1/2"` 0 NOTE: PROVIDE WATER
8' 0 PROTECTION, METAL FLASHING
2" x 6 1/2" OR CAUCK JOINTS AND SLOPE
r
5" MIN. 3" x 8" ALUM. I TO DRAIN
RAFTER TYPICAL BRACKET AT EVERY 2x
1 1/4"
_ _ _ _ /4" OR 1 1/2'_
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH
y „L„
2 EACH 114"0 x 3-1/2" LAG SCREWS L.L.=10 psf
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psfRAFTER
(2" MIN. PENETRATION INTO (3)-#14x3 1/2" W.S.
EXISTING WOOD STUD)
RAFTER TO
WALL CONNECTION O3
NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
!x6 OR 2.8 LEDGER
3)-414x7 3/4"
PATIO COVER
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009COMMERCIAL
AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10. 20 8 30 psf
DURALUM PRODUCTS, INC.
j
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED RY' K K & D P
90. 100 & 110 MPH
MAI 417-7rol FAY dnR-141Q <pm<�s.u,.am,.�
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.'1"'BRACKET USE WITH
POST TYPE B,C,D, OR E. STEEL POST ONLY:
STEEL."T"BRACKET USE WITH ; USE POST TYPE (3)-5/8"0 BOLTS
'T" BRACKET F. G. H, J OR K FOR POST TYPE J
POST TYPE B,C,D,E,F,G,H,J OR K. I i
@ 3"SQ. POST W/ ALUM.'T"BRACKET: i I
3"SQ. POST (2)-#12 SMS EA. 3' SD. POST USE tt2 -3l8.0 HILTI 1 415"
SIDE OF POST KWIK �OLTS OR EQUAL I i (2)-1l2"0 BOLTS 1 16"INSERT
1/4" M.B. TH UGH
ST EL. 1/2 DEPTH OF I i FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-3/8.0 HILTI KWIK FOOTING OR X .188"
I I CONDITIONS 4 5"
BOLTS OR EQUAL 12" MIN. EMBD. I I ASTM A3,
(2)-3/ HILTI "KWIK"" (2' MIN. EMBEDMENT DEPTH I ; • STEEL
FOR KWIK BOLTS
S, �i
OR EQUAL, EACH I I T.O.C.
KET TO SLAB. c. I I c
INI DISTANCE TO 0 "S .BASE PL .
EDGE LAB = 2-1/2" d �% ASTM A572 STEEL
DE TH a ui
°' _ ` 3/16"
SLAB SHAL IN . c POURED CONCRETE F �
GOOD CONDI FOOTING SEE NOTE w 3" SQ. POST (STL.)
FOR SIZE (1)-1/2"OM.B. o OR FLUTED
x9" LONG, 1'• OR 4" SQ. POST (STL.)
3 1/2" MIN. SEE FOOTIN SQUARE
EDULE �SQUAR FROM END SEE FTGS, INSERT
OF POST
EXISTING SLAB O _ 3" SQ. POSTS TO CONC. FOOTING HO SQUARE POST EMBED. O PL.518"THK.
INTO FOOTING 1 1/2" 6„ 1 1/2"
WELDED STEEL BASE PLATE I'
ATTACHED ATTACHED ONLY NOTES: 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, 8 H
CUBE SIZE SQ. 18" DEEP ' CUBE FTG. FOOTING SIZEPSINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR
18" 18" SQ. 12" LTS7" I -BEAMS.
20" 21" SQ. 12" 23" 8 24" CUBE1/2"0 3 1/4" 2. POST TYPE E
INSTALL WASHER PLATE. 2" X
22" 25" SQ. 16" 25" - 30" CUBE 1/2'0 3 1/4" 9" X 0'-5%" AT STEEL "T'
24" 28" SQ. 20" BRACKET. �` j �{�
26" 32" SQ. 23" 31" - 34" CUBE (4)-5/8"0 4" 3. POST TYPE F f 0 V ` AY 7009 FREESTANDING
28" 35" SQ: 25" (4)9/4"0 DO NOT USE STEEL "T'
BASE PLATE ANCHOR
35" - 39" CUBE 4 3/4" BRACKET W/7" I -BEAM.
30" 39" SQ. 28" BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
)f
FES Q�QFES�/Qji� (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
32" 43" SQ. 30" 40" - 42' CUBE 4 3/4" iob'i
(`o C♦, C 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
34" 47" SQ. 32" �CJ (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. �
38" 55" SQ. 37" t' m
40"60" SQ. 39„
Lu N0.37948 r �m
42" 64" SQ. 41" Exp,3
44" 69" SQ. 43" CNI
CUBE FOOTING WI3 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
10.20830 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
1110
NE A
N,��r;,1ru9,a8z,,,
REVISED BY' K K 8 D P
90. 0HOR10 8W MPH
g26a es717n FexS na.RiASMo ,•,gym
iHFFT 10 OF 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61"
GUTTER EXT. CLIP
GUTTER EXT. CLIP
�I 3.00" SO.
2.00"
1 79"
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
�1 •Dvlf
73 , 2.57"
2.19"
4.s"
4.6"
2.64" 965•
_. .075..
TYP.14"R
TYP. —�
4 2.08"
z.o4"
oss"
TYP.
I
2.93" �-
I-, TYP.
4.0000..
3.0"
.2$"
.038" R.F. GUTTER
FASCIA-ALUM.
ALLOY 3004-1136 A
2.7"
ALUM. ALLOY
6063-T6 B
O
ALUM. ALLOY
6063-T6
C
O
ALUM. ALLOY
6063-T6
D
O
ASTM A653 GRADE 40
E
6.5" ROLLFORMED
4.5" GUTTER
MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAM
4„
3.0"
r 3" �I
SPLICE
WHERE 4"
OCCURS 070"
SPLICE WHERE
OCCURS
2., 6.5"
024'8.0"
—� f— .032"
6.5"
MAX 2„
~ 032„
L
-� f- .042"
042„
TYP
.110"
TYP.
ALUM.ALLOY
OR
AL6063-T6 0Y
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL
i
ALUM. ALLOY 3004-1136
EQUAL
4" I BEAM O
O
O
7" I BEAM
2 x 6 RAFTER
DBL. 2 x 6.5 BEAM
3 x 8 BEAM
3.0"
1x255"
ALTERNATE STEEL C-BEAM FOR ALUM. I-BEAMS
4" I-BEAM = 7"x 2 3/4" x 16 GA. STEEL C-BEAM
3„ 8"
MAX 3 �—
.625„
�
—� f— .042"
I g,042
i
T 14 GA.
7.875
7" I-BEAM = 12"x 3 1/4" x 12 GA. STEEL
I
ASTM A653 GRADE 50
ALUM. ALLOY 3004-1136
OR EQUAL O
ALUM. AL OR EQUAL 36 O
M
625"
I
--I 2.875" I-� O
CD
LU ~ No. 3 948rr
a
Exp*. r
P �
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
3 x 8 BEAM
STEEL INSERT
CIV11- P
0 ;
DRAWN BY: K.K.
DATE: S/05/2009
TOM CAMPBELL 8 ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
LIVE LOAD=
10, 208 30 pst
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
If_QlAIA.r7_7n7i
SCALE: NONE
REVISED BY: K.K. 8 O.P
RANCHO CUCAMONGA, CA (951) 741.2107
HORIZ WIND =
90. 1008110 MPH
6269 ALPINE AVE., SACRAMENTO. CA 95826
rAY dn.'i-1F1R calcclnlAi mal,im mm
SHEET 11 OF 30
10# Ll
}
00M
m� Uow
F- 2'(00
4' 17'-0"
5' 13'-7"
6' 11'-4"
7' 9'-8"
8' 8'-6"
' 9' 7'-7"
10'
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"
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
90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
LIVE LOAD =
DBL. 3"x8"x.042"BEAM
DATE: 5/OSR009
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
10, 20 d 30 psf
BEAM
„ "
3x8 BEAMwlINSERT
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 1-2107
=
-ATT. I- r
,
FTG.
(IN.)
21 6'
22 7'
23 I =
23 9
24 10
1r
25 12'
25 13•
26 14•
26 15'
26 16•
27 17'
27 16'
27 19,
27 20'
28 FOOTNOTE:
HEADER
28 REQUIRED
ALLOWABLE
OR LESSER
SIDEPLATES,
SIDEPLATES,
FOR
MINIMUM
TYPE
ATTACHED
NO.
D
PATIOS
OF
FOOTNOTE:
POST
2
EXP. C
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
ONLY
MAX.POST
SPACING
FREESTAND
n ..n
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTgND
ATT.
MAX.POST
SPACING
FREESTAND
FTG.
(IN.)
MIN.
TYOPE
FTG.
(IN.)
FTG.
(IN.)
MIN-
TYPE
FTGPOST.
(IN.)
FTG.
(IN.)
MIN. JFTG.
TYOPE
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
POST
TYPE 1
POST TYPE
EXP. B
EXP. C
EXP. S
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32G
20
29'-11"
38
G
2
2
2
13'4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26-9"
38
G
2
2
2,'
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
2
2
2
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
G
2
3
`2
10'-'10"
29
G
19
13,_7„
32
G
22
11'-7"
29
G
22
21'-2"
38
G
2
3
2
10'-3"
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
38
�
�G-
3
3
2
9'-8"
29
G
20
12'-2"
32
G
23
10'-4"
29
G
23
18'-11"
38
G
3
3
2
9'-3"
29
G
20
11'-7"
29
G
23
9'-10"
29
G
23
18'-0"
32
G
3
4
2
8'-10"
29
G
20
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
3
4
2
8'-6"
32
H
21
10'-8"
32
H
24
91-1"
32
H
24
16'-7"
32
H
3
4
2
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16-0"
32
H
4
4
2
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
H
4
5
2
7'-8"
32
H
22
9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
4
5
2
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
4
5
3
7'-3"
32
H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'_1"
32
H
4
5
3
7'-0"
38
H
22
8'-10"
38
H
25
7. 6.,
38
H
25
38
H
AND OR
SPACING
SLAB
MUST
USE
ON CONC.
MIN.
MUST
SPACING
BE USED
ON CONC.
SLAB
NO. OF POST
EXCEED
SLAB
OR FOOTING
6'-10"
38
H
22
8, 7.,
38
H
2
getOF��S
38
H
26
13'-4"
38
H
C7
/�lt
Q`
��
s
r
U
LVJ
FOOTNOTE:
COL.
COL.
TYPES
TYPES
D-1 =.024"
D-2 =.032"
No
\\ .�
Exp. 1
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
11.4 10-Jrr
DRAWN BY: K.K.
TOM CAMPBELL8 ASSOCIATES, IN
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/OSR009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 d 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
5269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 25 OF 30
REVISED BY: K.K. 8 D.P.
n ..n
90.100 & 110 MPH
/O1F1 A57.7mi FAY Ani -/51Q eaine(nlAi,raLm rnm
11.4 10-Jrr
10# L. L
r
a� ocom
mD vuvgi
�U)O
4' 17'-0"
5' 13'-7"
6' 11'-4"
0
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
9'-8"
8'-6"
7'-7"
6-9"
6-2"
5'-8"
5'-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
T-4"
100 MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12'
OR
LESS
EXP.
B &
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
WHERE SLAB OCCURS, CUBED FOOTING SIZE
DBL
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
3"x8" BEAMMINSERT
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHEDSHEET
HORIZWIND=
ATTAGHEDAPO
26 OF 30
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
a�
..
90. 100'& 110 MPH
MAI esz�mi Pnx am -ilio a i. rb—l—
OR 35x8"BEAMEAM
MINIMUM
NO
OFFOR
T
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
FF-
TYPE D
FOOTNOTE: i,
SPACING
FTG.
MIN
FTG.
SPACING
FTG.
MIN.
POST
FTG.
SPACING
FTG.
MIN
POST
FTG.
SPACING
FTG.
MIN
POST
FTG.
m
POST TYPE 1
POST TYPE 2
(IN.)
POST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
—
EXP. B
EXP. C
EXP. B
EXP. C
14'-4"
32
G
17
19 2„g
5
39
G
21
16'-4”
34
O
20
29'-11"
39
G
23
s
2
2
2
2
13'-4"
32
G
18
17'-2>6 6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
32
G
19
15, 8,.
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
9,
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
t0.
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"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12•
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
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
10'-7"
8'-6"
32
H
22
10'-8'10'-2"
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
8'-2"
32
H
22
10'-3-'
34
H
26
8'-91,
34
H
24
16'-0".
34
H
28
16•
4
5
3
3
10"
32
H
23
9'-11"
34
H
26
8'-5„
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
6
32
J
23
9'-7" ,
34
J
26
g _2
34
J
24
14'-11"
34
29
18'
5
6
3
3
2„
7'-5"
32
J
23
91„
34
J
1 27
7'-10"
34
J
25
14'-6"
34
J
29
19'
5
6
3
3
7'-3"
32
J
24
9 1
34
J
27
7'-5"
34
J
25
14' 1"
34
J
29
zo
5
6
3
3
8'-8'
7'-0"
38
J
24
8'-10"
g�_5��
39
J
27
7'-0'
39
J
25
13'-9"
39
J
29
FOOTNOTE:
6'-10"
38HEADER
J
24
8 -7
/�
39
J
27
i— _ _
, _8"
39
J
25
13'-4'J
39
30
AND OR MIN. NO. OF POST
REQUIRED SPACING MUST EXCEED
AL OWABLE SLAB SPACING
L
OR LESSER MUST BE USED
%v
L�1;!`� FOOTNOTE:'
COL. TYPES D-1 = .024" SIDEPLATES, USE ON CONIC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTINGS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K
TOM CAMPBELL & ASSOC LATTICE
4F,
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
�
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
C7 (-
Birt.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
a
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
Exp.
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHEDSHEET
HORIZWIND=
SEE ALTERNATE FOOTING TABLES '
26 OF 30
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
a�
L
OR LESSER MUST BE USED
%v
L�1;!`� FOOTNOTE:'
COL. TYPES D-1 = .024" SIDEPLATES, USE ON CONIC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES. ON CONC. SLAB OR FOOTINGS
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
GATE: 510512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
I. y0 8 30 5f
F
DURALUM PRODUCTS, INC.
j
SCALE: NONE
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHEDSHEET
HORIZWIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
26 OF 30
REVISED BY: KK 8 D.P.
..
90. 100'& 110 MPH
MAI esz�mi Pnx am -ilio a i. rb—l—