PAT (10-1094)61445 Living Stone Dr
10-1094
Application Number:
10-00001094
Property Address:
61445 LIVING STONE DR
APN:
764-280-999-13 -300236-
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM HIGH DENSITY RES
Application valuation:
5839
Tdy 4 4v Q"
Applic nt: Arch o gineer:
7
-----------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B No.: 906650
/ Date: Z Contractor: f�
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the'
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: -
(_) I, 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.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/22/10
Owner:
WEST RESIDENCE S r j�
61445 LIVINGSTONE D4 tE-� LJ i
LA QUINTA, CA 92253 1{ Ill
OCT 25 2010 itY,
Contractor: - ' — CITV
BONESTEEL, JAMES F�?
78735 WAKEFIELD CIR
LA QUINTA, CA 92253
(760)774-5786
Lic. No.: 906650
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers'. compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor e, I shall forthw' mpl those provisions.
Date:.V24 10 Applicant
WARNING: FAILURE TO S C WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER RIMINAL PENALTIES AND CIVIL FINES UP'TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. ,
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this county to en r upon the above-mentioned propert�for inspection pu�ose .
Date:.lignature (Applicant or Agent):
Application Number . . . . . 10-00001094
Permit . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 81.00 Plan Check Fee
52.65
Issue Date Valuation . . .
. 5839
Expiration Date 4/20/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
4.00 9.0000 THOU BLDG 2,001-25,000
36.00
Special Notes and Comments
(2) ALUMA WOOD PATIO COVERS (1) 27' X
10' ONE 13' X 13' TOTAL OF 439 SQ. FT.
PER 2006 IBC 2006 IRC, 2006 IRC AND
APPROVED PLANS.
-------
Other Fees . . . . ' . . . . BLDG STDS ADMIN (SB1473)
- -------
1.00
Fee summary Charged Paid Credited
Due.
- --- ---------- ----------
Permit Fee Total 81.00 .00 .00
81.00
Plan Check Total 52.65 .00 .00
52.65 -
Other Fee Total 1.00 .00 .00
1.00
Grand Total 134.65 .00 .00
.134.65
LQPERMIT
Bin #
City of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La. Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # ,\,
Project Address: 61 9- 5' L ViP6576- oe jog.,
Owner's Name:
A. P. Number:
Address: 61 Ay4v j v l N GS 1 �1� 6 Pie _
Legal Description:
Contractor: TA mE S c OIu 5
Address: J W4 EL Cf, •
City, ST, Zip: A CA.
Telephone:
Project Descriptio',DVf-p Luiv, a-r i O (.011499,5
City, ST, Zip: Z-q
271X )d 1 �r�r
Telephone: 60-??t/-63 7P6
State Lic. #: 09 City Lic. C
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone: >aw
. ,.�,. j, , .3 ..srkf...«r.•, .0
State Lic. #:
za • .... n,�i%�s:�i�k:::l�s's^'>�:':':.�3,€3a�•
Construction Type: Occupancy:
J
type (circle one): ct pro'ea New Add'n Alter Repair Demo
Name of Contact Person: J"//iq 88 06 776�4L
Sq, pt.;L{ 3
# Stories:
#Units:
Telephone # of Contact Person: 76 0 - 7 7- 5 7F6
Estimated Value of Projee . ;2- 660
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Coles.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2od 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:-
3" Reyiew, ready for correctionstissue
'Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
14 0 U5 C -
Nom
uj. Al 7
0 ae 0. C..
ATr#6c4l -ra
vc-;Ll*
14 0 U5 C -
-COV6f, SPANS 14OUSC- ViAtt. To W4Lt,-
No POSTzs lifemo
Nom
-COV6f, SPANS 14OUSC- ViAtt. To W4Lt,-
No POSTzs lifemo
D ENS
SITE REQUIREMENT'S
It MMOR LOT
BIDEYARD: 5 FEET REARYARD:10 FEET
MRIIMLjM EACH SIDE--% ,, �,, n;Rn�.••
FRONI'YARD:
20 FEET
mmmuM
CURBLWE
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
April 19, 2010
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic loading
requirements cited in the 2006 International Building Code, 2006 International Residential
Code, 2007 California Building Code, ASCE/SEI 7-05 (Minimum Design Loads for
Buildings and Other Structures) and the 2005 Aluminum Design Manual, 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 ticampbell(c charter. net should
additional information.f; Sq
Sincerely,
Tom Campbell, PE
u No. 37948
r
Exp, 31$I/1i'i �
.r %.
ly C1'ViL ��
TF QF G 41;�sf
Site Information
Owner's Name
Address l y� li/l�� icJ b jP-UhlC �� iZ
City/Town Ziz f5&,"'J ?4 -
State
GENERAL NOTES:
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL
JUL 15 20100
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.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
F:Z
<q
No. -37948 -'
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES 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: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20830 psf
DURALUM PRODUCTS, INC.
11-1.1
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
,
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET I OF 30
REVISED BY: K.K. B D.P.
Pn 1.,.1n MPH
afi�-7m1 1:..09-1.1. _,.n,m
f
R' SEETABLE- OPEN LATTICE TYPES F
AND SPACING
.� �^-. " ..._'^L F SrN'W MAX. PROD. t<�t'L•C'
}}J' _�` (: NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE,
MAX, PR ED LE +- °i',� BV - MAV NOT BE ENCLOSED OR COVERED.
�E.SCMEDUIE @ 4 H
_ MAX O.H. �•
- M -0 -IDP D• RAFTER, SEE TABLE
k 4, tFOR SIZE
Opp•9.(-O - AND SPACING.
OSTSpFR,y_
¢.. - gC,HC`'WG ~ �• �SkO OV MAX. O.H ' l
L _ ppSF 251E OF SPA .
POSIHEID E rSpgC/H
SEE SCHEDULE 600. C • ,
• � POST HEIGHT
L � 16 CH DULE G.
c
bp.
LENGTH OF STRUCTURE VARIEO SEE - � •
16
OS7 WITH SIDE- 0
p PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES
. SFOFyrrSpaC, y I• IIIInIWirij .
NOTE:lEACH COMPONENT IS 7 12' SLAB ATTACHMENT, _ BOO - POST WITH SIDE -
CHANGEABLE WITH ANY OTHER ER p r MAY BE USED WHERE-,' ' 4 SF �TSpq PLATES SEE TAIL ,-
SFS Sp I PERMITTED. JUL -1.5 7010 F �IFCt'1'C• - -
COMPONTENT'UNLESS OTHERWISE SHOWN. FTgs�c \ SEE SCHED ,
GE.S I CH COMPONENT IS INTER- "O - a 1!2- SLAB ATTACHMENT
FOOTING WHERE REONRED, _ QQT BLE WITH ANY OTHER S 'Sr MAV BE USED WHERE
SEE SCHED. FOR FOOTING- t�A ' FF Sp C, PERMITTED.
OPEN LATTICE -TYPE PATIO COVER /J NT UNLESS OTHERWISE SHOWN. rqe q tH
NOTE: THIS OPEN LATTICE TYPE STIR (�� e - A A (F C SEE SCHEDULE .
• SCALE. MS r MAY NOT BE.ENCLOSED OR:C -(�'C' -v FOOTING. WHERE REOUIRED,-
' _ ��� 'R
♦s F L. �' C . SEE SCHED. FOR FOOTING CUBE SIZE '
TYPE' -'E" ATTACHED 31NGL-E�SPAN'�LATTICE/STRUC—TU O < rn 2 PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE
_ - �- NO.' 948
r . d .31 1111, y NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
J )A MAY NOT BE ENCLOSED OR COVERED.
RAFTER, SEE TABLE MAX. PROD. * Q- MAX. PROD. r
FOR SIZE SEE SCHE U NOTE: THIS OPEN LATTICE -TYPE S^ SEE SCHEDULE
AND SPACING MAY NOT BE ENCLOSED OR C V
RAFTER,SEE TABLE
_lS%0>Po ^�25%FOR SIZE
OF SPAN O H 'AND SPACING
t
' gC�HG
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
?Sk MAX
025
-
DATE: 5/052009 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 6 SO Ps1
FA O104P A
SCALE: NONE t
REVISED BV• K.K. 6 D.P
RANCHO CUCAMONGA, CA (951) 741.2107 -
r
HORIZ. WIND =
•90.1008
1.269 ALPINE AVE., SACRAMENTO, CA BSB26
osT R
-
- -
-
110 MPH .
• ST
SHEET 3 OF 30
SE HEDULE
CE
•
•�6
_
OST HEIGHT
®
SE
HEDULE
LENGTH OF STRUCTURE VARIES
OAF
,a
-
-
16
1
<
-
'
SFF T Sp
OST CROSSSECTI
SEE POST DETAI
y
LENGTH OF STRUCTURE VARIES.
O r
kkll���,�I��jI1jHIj
_
r'19�FC/NG,
�
POSTCRDSSSECTIO,
•
- p
Od'
SEE POST DET L
NOTE: EACH COMPONENT IS INTER- p
psr
3 12• BLAB
sFFr SOq
CHANGEABLE WITH ANY OTHERs F�c Sp
MAY BE USED
TO CONSTRAIN
] 1/2' SLAB
COMPONTENT UNLESS OTHERWISE SHOWN. r96�FC�H I�
FOOTING. SEE
DOST
MAY BE USED
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
OPEN LATTICE -TYPE PATIO COVER
-
CHANGEABLE WITH ANY OTHER
SFF r1B=gC�H
SCHEDUN LESEE
FOOTING WHERE REGUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
[F
SCALE:NTS
-
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIREDS
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G FREESTANDING SINGLE SPAN LATTICE STRUCTURE
I TYPF "H" FRFF.qTAmnimr nnl
n TI_gPAKI I
TTIr r: QTDI I(ITI IDC
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BV:
DATE: 5/052009 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 6 SO Ps1
DURALUM PRODUCTS, INC.
SCALE: NONE t
REVISED BV• K.K. 6 D.P
RANCHO CUCAMONGA, CA (951) 741.2107 -
STRUCTURES
HORIZ. WIND =
•90.1008
1.269 ALPINE AVE., SACRAMENTO, CA BSB26
-
- -
-
110 MPH .
tam eRJ_7f%1 FAX an7_1F1a .nlne(HfHnmu.m rnm
SHEET 3 OF 30
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL A SGTIIOF STRU
ROOF PANEL SEE SCHEDULE T Hf P O ECT/Q IV pN /F( SS /ARIES
FOR SPANSfNCLOSIV
fIV
0. SPA1�
'O.H" NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLIC:1E
DRAWN BY: KK
TOM CAMPBELL d ASSOCIATES. INC.
SEE DETAIL FOR SPLICE
/'OST SPAC:CANTILEVER
PATIO COVER SYSTEM AS MFG. BY:
S0. POSTS, SIZE VAR
SEE SCH f0U(Sp S
SE SCHEDULE FOR
OPTIONAL: CANT EVER BEAM
SE OR
SOUD PANEL
POST
PRODUCTS, INC.
OPTI NAL: CANT LE
O•H.
3 1/2" SLAB ATTACHMENT
POSTESPACINDULE
h
15�
MAY BE USED WHERE
ALTERNATE:
OF SPgN
PERMITTED.
SINGLE POST
x
SEE SCHEDULE
SEE SCHEDULE
MAI 157.7wl FAX an%.i5tp ..I..aho—b—
MAX. HT = 12'
3 1/2' SLAB
\
?3aMAY
3 1/2' SLAB
%
NOTE: NO SPLICE AT THIS
POST ANDA END BAYS. (�
FOOTING WHERE REQUIRED
✓
Q
SEE SCHEDULE FOR FOOTING CUBE SIZE
OF SP
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
NOTE: EACH COMPONENT IS I
NOTE O SPLICE AT THIS
TO CONSTRAIN
FOOTING, SEE
SCHEDULE �
_
CHANGEABLE WITH ANY OTHER {..
COMPONTENT
T/tlr I$ All ATTw /1I Il
rM f Ikl�1 r nn w
UNLESS OTHERVA 01
►. 1A— A k-1.
ALUMINUM^ OF
ROOF PANEL O.H STRUCTL/REVE
SEE SCHEDULE
FOR SPANS (114A
O. S? Y'VO7'86EVCtOSED)
-O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS �
ROOF PANEL MIN. 0.25' SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
0
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' rC
G WHERE REQUIRED —./EDULE FOR FOOTING CUBE SIZE
i�Z JUL 152010
r 111711 A T A P l- A A
ALUMINUM
ROOF PANEL MIN. 0.25' SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25%
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
�rt� VgR1 fS
(MgyIYOTBf ENC(Osfp�
SEE DETAIL FOR SPLICE
DRAWN BY: KK
TOM CAMPBELL d ASSOCIATES. INC.
SEE DETAIL FOR SPLICE
UVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
POST SP
SEE
OPTIONAL: CANT EVER BEAM
SE OR
SOUD PANEL
POST
SEE SLNCI
PRODUCTS, INC.
OPTI NAL: CANT LE
SQ. POSTS. SIZE VARIES
SCHEO� G
(fS
POSTESPACINDULE
h
SD. POSTS, SIZE VARIES
S y?
fpU(ES
8269 ALPINE AVE., SACRAMENTO, CA 95826
j
SEE SCHEDULE FOR
PST SPACING
REVISED BY: K.K. A D.P.
x
90. 1006 110 MPH
MAI 157.7wl FAX an%.i5tp ..I..aho—b—
O
3 1/2' SLAB
ALT
?3aMAY
3 1/2' SLAB
25y, T
BE USED
OF SPAM
MAY BE USED
ALTERNATE:
OF SP
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTE O SPLICE AT THIS
TO CONSTRAIN
FOOTING, SEE
SCHEDULE �
SINGLE POST
SEE SCHEDULE
NOTE
0 SPLICE A THIS
POST DAT END BAYS.
TTT���
POST
D AT END 8,AYS.
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED __/I / )
SEE SCHEDULE FOR FOOTING CUBE
SIZE /yam_/ SEE SCHEDULE FOR FOOTING CUBE SIZE �/ NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: KK
TOM CAMPBELL d ASSOCIATES. INC.
UVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOUD PANEL
10, 20 d 30 I'llDURALUM
PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
j
SHEET 2 OF 30
REVISED BY: K.K. A D.P.
90. 1006 110 MPH
MAI 157.7wl FAX an%.i5tp ..I..aho—b—
-TER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
r.6.5
-L3" 6.5"
MAX.
2"
024"
032"
.042" .024"
�--
ALUM. ALLOY 3004-H36 .032"
OR EQUAL
c�'
c
�
(PSF) (IN.) fnn C
16"
10 .032
24"
16"
042
24"
16"
.024
24"
16"
20 .032
24"
16"
.042
24"
16"
.024
24„
16"
30 .032
24"
16"
.042
24"
W ALUM. ALLOY 3004-H36
OR EQUAL
yx 6 1% AFTER DBL. 2 x 6 1/2" RAFTER
�0, 100 6 11q,IvIPFI L.L.= di
8 90, 100 & 110 MPH
XPOSURE B &1Cj (PSF) y o EXPOSURE B& C
_14 11 J .024 16
10 24" 17'-2"
20'-1" 16" 28'-6"
.032
16'-5" 24" 23'-3"
24'-10" 16" 15,_3"
024
20'-3" JUL 15 1010 20 24" 12'-5"
10'-10" 16" 20'-7"
.032
8'-10" 'QApFESS/O� 24" 16,_10„
14-7
oza 16" 13,_y„
30 24" 11•_2"
18 -0" iz rm 032 16 18'-6„
14'-8„ W No.379gg T
Ex 313111 a 24" 15'_1°
9,_8„
10'-8"
16'-2"
13'-2"
90/100/110 MPH EXPOSURE B & C
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY WIDTH
042"
ALUM. ALLOY 3004-1-136
OR EQUAL
*
SEE NOTE BELOW
6 7 8 9 10
11 12
cn Z5
c
m
m o
3 x 8" RAFTER
0-
3 4 4 5 5
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
EXP.0
7 7
.042
16"
28'-5"
28'-5"
27'-8„
24"
23,_2.,
23,_2"
22,-6„
10
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10 j
11 11 12
12 13 13 14 1 14 15
042
16"
20'-6"
20'-6.,
20,-6„
24"
16'-9"
16'-9"
16'-9"
20
.042
f16„
18,_6„
18•-6„
18,-6„
30
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.
PROJECTION
SPAN
O.H.
TRIBUTARY TRIBUTARY=
VVIpTH 12 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
- CLEAR SPAN
(FT.)
0. H.
6 7 8 9 10
11 12
13 14 15
16 17 18 19 20 21
0-
3 4 4 5 5
6 6
7 7 8
8 9 9 10 10 11
1'
4 5 5 6 6
7 7
8 8 9
9 10 10 11 11 -T2--
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
4'
— — — 9 9
10 10 j
11 11 12
12 13 13 14 1 14 15
5'
— — — — —
11 11
12 12 1 13
13 14 14 1 15 1 15 1 16
PROJECTION
SPAN
O.H.
TRIBUTARY TRIBUTARY=
VVIpTH 12 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 8 30 psf
DURALUM PRODUCTS, INC.
•
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BV K.K. B D.P.
90. 1008 110 MPH
fA1a1 A5m7f191 FAX 4n.'4.15113
SHEET 7 OF 30
PANEL FASTENERS
CT
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 #14 S.M.S. #14 S.M.S. #14 S.M.S.
12" x 3 1/2" W PANEL
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.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/100/110 MPH
JUL 151010
EXPOSURE B & C
CT
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.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
F;07
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVELOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5I05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.208,0,.,
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND m
9269 ALPINE AVE., SACRAMENTO, CA 95926
REVISED BV• K.K. 8 O.P
,
90. 100 8 110 MPH
/P1R1 dR7-7n77 PAY dn:L1n7P aolwad+TAinnu,m rnm
SHEET 6 OF 30
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H361.50' WALL FASTENERS 078 _}---- 2.740"
.06 SEE SEE TABLE 300" I
1.50" 1 1 1633"
_ _.. ......,� .25"R —� ,.DS•
fO WALL
04 Cj
FASTENERS
1.75 O
ROLLFORMED HANGER
.281"
ALUM.ALLOY
6063-T6
.060' 11 1 o
EXTRUDED HANGER CHANNEL
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARDEXIST. EAVES, RAFTER
ALLOWABLE PROD. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION
#14 SMS @ PANEL T=.060" -
LOCKS OR #8 SMS 4•'
AT EA. CONTACT WALL FASTENERS
20 A25"
-} SEE TABLE
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
j CONTINUOUS A- RAIL
AT 2x FASCIA
ROOF PANEL
3 (WHERE OCCURS)
W/ SIMPSON A351.6'-O.C,
CELL AT FASTENER) OR CONC.
ALUM.ALLOY
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
6063-T6
A BorD
014 SMS EA. CONTACT
100
AL6063 T60Y
BorD E E E J J K
110
D BorD
WALL CONNECTION
O
I.R. HANGER
OF LAG SCREW (SEE NOTE BELOW)
Y
C
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT -WOOD -STUD AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A351.6'-O.C,
CELL AT FASTENER) OR CONC.
LL=20
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
C96—f
A BorD
BorD IL, E E J J K
100
BorC BorD
BorD E E E J J K
110
D BorD
BorD E E E J J K
5'-6"
DESCRIPTION
OF LAG SCREW (SEE NOTE BELOW)
Y
A=3/8"O x 1 1/2" @ 12" O.C.
"J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
iz
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
+1Q
C=7/16"O x 1 1/2" @10" O.C.
"HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
nwCL
D=7/16"O x 1 1/2" @ 12" O.C.
16'-9" Jr
iy
E=3/8'0_x_4y@_EACH STUD—
F=7/16"O x 4" @ EACH STUD
EXIST. RAFTER
114"0 x 3-1/2" LAG SCREWS L.L=10 psf
7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"1'-6"
FULL OR
2" x 4"1'-6"
FULL
16" O.C.
10, 20 8 30 psf
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 81-8"
5-10"
24" O.C.
10'-8" 8'4"
5'-6"
2,-0„ 7,4„ 4,-0„
3,4„
2x6" FULL OR
2'x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-0"
2"xB" FULL
24" G.C.
2'-0"
29,_3„
25,-0„
16'-9" Jr
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"04" 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
(2"
A
APPROVED 3" OR 4"
INSUL. ROOF PANEL o
#14 SMS T&B
80" AT 12" O.C.
Q�OFESS/O`L
Q
CO
NO' 37948 r -m
P•3 11
V \
L\FOQ�
IL 151010
1 1/2' -20#/30#L.tf�=(2)#1_4 SMS EA SIDE 3/16"
?r` /` U -BRACKET \ r 0 STEEL
e"
_ _ __________ p 1/4"0HOLES,TYP.
3/4'_OR 1 1/2" 0 NOTE: PROVIDE WATER
$ O PROTECTION METAL FLASHING
I 2" x 6 1/2" OR O rCAUCK JOINtS AND SLOPE
5" MIN. 3" x 8" ALUM. 1 tTO DRAIN
I
RAFTER TYPICAL BRACKET AT EVERY 2x
11/2_
1 1/4"
\ FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH
�1 I 2x6 OR 2x8 LEDGER
114"0 x 3-1/2" LAG SCREWS L.L=10 psf
7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
TOM CAMPBELL & ASSOCIATES, INC.
RAFTER
PENETRATION INTO
G WOOD -STUD)
(3}1! 4x3 1R" W.S. ATIO C 314"
PA710 COVER
^
RAFTER TO'
HANGER CHANNEL
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
.L CONNECTION-- -
- NOTE: PLACE
--s
"SIKA FLEX" OR SIMILAR
MATERIAL
BETWEEN BRACKET AND COMP.
SHINGLE ROOFING
TO PROVIDE SEAL NOTE: BRACKET
6269 ALPINE AVE., SACRAMENTO, CA 95826
MAY BE MOUNTED
4O BRACKET
CONNECTION
BELOW RAFTER W/
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY• K.K. 8 D.P.
RANCHO CUCAMONGA. CA (95 1) 741-2107
AND BRACKET
ATTACHMENTS
HORIZ. VNND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
90. 100 8 110 MPH
1AIM 457_7n71 FAY dm.i.s/R a"I"a/Mn"m6,m rom
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
�3- 1 3.00" SQ. �. 3.00" SQ.
3.00"SQ• o2a" #10 SMS —' 1
032" @24"O.0 ���1.DCC�
EA. SIDE
6.5" �. O , .075"
032" ) ))
--UM. ` (14"R -p .040" ALUMS
__[032" `• TMP .048"STEEL
5/8" PLASTIC PLUG
3" SQ. ALUM. POST 13" SQ. ALUM. POS UM. POST
IWITH,SIDE.PLA TES OD _A A 3004- 36 3" SQAALUO POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 '3" SQ. STEEL POST
- ---_moi ALUM. ALLOY 6063-T6
ALUM ALLOY 3.00"_ORS
6063-T5 2 40"
SQUARE
STEEL POST
ASTM A36 GRADE 40
1.375"CL 7/16"OHOLE •56" 2 FLANGES
() 2 1/8" APART
.75"
W ~ ;�;I�
No.37948 r m 0 ASTM GRADE 36 STEEL 1.125' 2.5"
d Exp.3131l11 a �� 75" 75" BASE FLARES
Q 1ST' TO 3"WIDE EA.
1.60" TYP _ _ SIDE OF FLANGES
1.5
INSTALL WASH. PLATEPOST ONLY
1%" x 5/16- z'5 WHEN USING O9O' fNP' 5.50"
IN 110 MPH WIND AREA—-,
8 2-3/8fi HOLES
,.-090" BRACKET FOR -3" POSTS 2- 5/16"0 HOLES TYP. EA. SIDE
j—'ALUM "T" BRACKET f STEEL "T" BRACKET 5
T=.060" TYP. 6„
(3)-3/8" LAG SCREWS ORS. 21/8„
�(4)-1/4" LAG SCREWS 2 1/8"
�/�/� "T' BRACKET
T-- t J� /7 G" DCAIC IAIT/•1 CA cTl IMI".
>J
H
ALUM. ALLOY
6063-T5
"H" BRACKET
W
3" x 8" ALUM_. RAFT. BRACKET --"-
3" x 8" ALUM. HEADE
HEADER BRACKET
1/8
@ WSQ. POST W/
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
(2)=112 SMS EA._\4t
�1�2"
0
1,
DURALUM PRODUCTS, INC.
SIDE OF POST OR
3" $O. ALUM POST
SCALE: NONE
REVISED BY'XX d D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES HORIZ. WIND =
1'
1/4" M.B. THROUGH
90. 100'& 110 MPH
/aial d57 -7n71 FAX AM0.151R eulwc/TAua1i"n mm
POST
7 GA. PL. (.18'1
11116"0 ROD
3116"
1/e" 2
1040 STL.
STEEL PARTS PAINTED
20
20"
RUST-O-LEUM" OR EQUAL
3"SQ.POST BRACKET:
z 1R"x 21n -
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
X 7 GA. STL
OR ELECTROPLATED
PER SIDE (2 -TOT.)
]�j
PLT. ASTM A36
4" DIA. 9 GA. —
ASTM A-36 HELIX
3/16"
16'x7A.
NOTE:
_
S
STEEL PLATE
SINGLE PASS WELDED
ANCHOR
MAY BE
MAY BE USED WITH
ASTM A36
STEEL PARTS PAINTED
_._SOIL —
POST
"RUST-O-LEUM" OR EQUAL
NOTE:
ONLY.
OR HOT DIPPED GALVANIZED
OR ELECTROPLATED
STEEL FOOTINGS AND SOIL ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
SINGLE PASS WELDED I b l
eTCCI C^r% rIKlf-
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
COLUMN!
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY'XX d D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100'& 110 MPH
/aial d57 -7n71 FAX AM0.151R eulwc/TAua1i"n mm
SHEET 9 OF 30
COLUMN / POST TYPESz&., SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM�"T'ERACKET USE WITH
i POST TYPE•B,C:O, OR E. _�'"�,�.=STEEL`POST ONLY:
'T'BRACKET STEEL. T BRACKET USE WITN�V USE POST TYPE (3)-5/B"0 BOLTS
POST TYPE B,C.D,E:F,G.H.`J"OR K I F. G. H,"J OR:K; FOR POST TYPE J
3"SD. POST W/ 3• sq: POST ALUM. T�RACKET: ► N I
3"SQ. POST (2)-#12 SMS EA. USE li}- 0 HILTi\
KWIK OLTS OR EQUAL` 2 /2"0 BOLTS
SIDE OF POST OR I 4 5"
1 1/4" M.B. THROUGH STEEI.TBRACKE7: 12�DEPTH OF I FOR ALL OTHER 16"INSERT
USE (2)•3/8'0 HILTI KWIK FOOTING OR
POST SEE NOTES BELOW BOLTS OR EQUAL�1r2" MIN. EMBD. I I CONDITIONS 45' ASTM "A3r
(2)-3/8"0 HILTI "KWIK"" ( 2• MIN. EMBEDMENT DEPTH ) ; , STEEL
FOR KWIK BOLTS 1
BOLTS, OR EQUAL, EACH 1 '
BRACKET TO SLAB. l T_O.C_
MINIMUM DISTANCE TO` " BA E P
EDGE OF SLAB = 2-1/2" - 4 li j ASTM A572 STEEL
DEPTH
_ SLAB SHALL BE IN a POURED CO RETE .1� F IU
GOOD CONDITION FOOTING:SEE NOTE "• a
•','�;•.:', w 3" SO. POST (STL.)
FOR SIZE (1)-.12"OM.B. OR FLUTED
3 1/2" MIN. SEE FOOT,
x9" LOONG, 1" SQUARE OR 4• S0. POST (STL.)
SCHEDULE GUAR - FROM.END SEE FTGS, INSERT
OFPOS7 SCHED:-*
_�_� i PL.5/8"THK.
EXISTING SLAB O 3" SQ. POSTS TO CON-6 FOOTING 8 SQUARE:POST EMBEDr9. .
—INTO FOOTING *r
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20"
21" SQ.
12"
23.8 24" CUBE
(2)A/2"O
3 1/4"
22"
25" SQ.
16"
25" - 30" CUBE
(4)-12"0
3 1/4"
24" 28" SQ. 20"
26"
32" SQ.
23"
31'- 34" CUBE
(4)-5/8"0
4-
28"
35" SQ.
25"
35'- 39" CUBE
(4}3/4"0
4 3/4"
30" 39" SO. 28"
32"
43" SQ.
30"
40'-42"CUBE
(4)-3/4"0
43/4"
34"
47" SQ.
32"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL.
,
36" 51" SQ. 34"
38" 55" SQ. 37"
40" 60" SO. 39"
42" 64" SO. 41"
44" 69" SQ. 43-
3-'CUBE
'CUBEFOOTING W/ 3 12• SLAB
NOTES:
1. DO NOT USE ALUM. "r
BRACKET WITH 3X8 SM.
WANSERT, MAG. BEAM, 4" OR
7"I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2• X
"X 0'-5K" AT STEEL "T"
BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T" JUL 9 1J C 2010
BRACKET W/ 7" I -BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9• SO. x S/8" B, C, D, F, G, S H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9•x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
. (4 3/4" EMBEDMENT DEPTH)
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 8 30 s1
P
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY, K.K. 8 D.P.
RANCHO CVCAMONGA, CA (957) 741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95026
90. 100 8 110 MPH
/p1A1 e57.7M1 FAY e/1.'L151p an4arN,A,vnL,m rnm
SHEET 10 CW 30
u
4
HEADER BEAM TYPES & ATTACHMENT DETAILS
11.52"4 C'61 I GUTTER EXT. CLIP I GUTTER EXT. CLIP I I
1.79"
2-.}5-7"
I
2.08"
T
.038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-H36 A
6.5" ROLLFORMED
L 3" -1
r7 —1
SPLICE
WHERE 4"
OCCURS 070
TYP.
ALUM. ALLOY
6063-T6 O
F
4" I -BEAM
i
i
8"
1
I I
a �
ALUM. ALLOY 3004-H36
OR EOUAI. CL
x 8 BEAM W/ STC. INSER
SPLICE WHERE
OCCURS
2.104..
TYP.
2.7' —
ALUM. ALLOY
6063-T6
4.5" GUTTER
ALUM. ALLOY
6063-T6
7" I -BEAM
4.6"
SPLICE WHERE
OCCURS
2'04"065"
TYP.
ALUM. ALLOY
6063-T6
O MAG. GUTTER O
0
3"B"
MAX. I 3"
F-
-042"
ALUM. ALLOY 3004H36
OR EQUAL O
DBL. 3 x 8 BEAM
�J 2" [,F 6.5"
.024"
f .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25"
I 625„
1
T=14 GA
7.875" ASTM A653 GRADE 50
1 JUL 1
625'
- 2.875' t _ 1 O
3 x 8 BEAM
STEELINSERT
SPLICE WHERE
OCCURS
ALUM. ALLOY
6063-T6
MAG BEAM
3.00" SQ.
x..11.0
14"R
TYF 048'
28"
ASTM A653 GRADE 40
@(:0
3" SQ. STEEL BEAM
3"6.5' Y
MAX .TTZ'
2"
a
t
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004
J OR EQUAL
DBL. 2 x 6.5 BEAM
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAK_;_ -----*4 3 1/4" x 12 GA. STEEL C -BEAM
No. 37,9481
.042"
119
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOA
ER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 b 30 psf
PRODUCTS, INC.
SCALE: NONE
REVISED BY K.K. b D.P,
RANCHO CUCAMONGA, CA (951)741.21D7
BEAM TYPES
HORIZ. WIND =
EDURALUM
AVE., SACRAMENTO, CA 95628SHEET
11 OF 30
90. 100 & 110 MPH
i FAY am-t5ta <nlwVma._i rn rnm
7
,
BEAM TO- POST CONNECTION DETAILS
` OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM, OR HARDBORD) ". _ 3„ x 8" X .042„ BEAM,
3" SQ. STEEL OR ' (2)-#14 S.M.S. EA. SIDE (4) -TOT. -
` MAG BEAM. - -
4 #14 S.M.S. TOP & BOTT. (2) -TOT.~
2414 x 1/2" S.M.S. EACH SIDE OF 3"
SO#14 x 1/2" S.M.S. TOP
OST (4 -TOTAL) ' _
(.ALMNATE: 114"0 BOLT W/ WASHER - & BOTT. (2) -TOT. 1 1/4" `
EA. SIDE OF 3" SO. POST
.e - ROOF PANJL14.
61
t 1.10" - •• ' v ROLLFORMED OR, • _
75 I I I + EXTRUDED GUTTER
+� ,iso" • - , _ (4)-0114 SDS @ EA. SIDE FASCIAALUM. BRACKET
L__
3•SO. POST - -' TOP & BOTT. TOT.=16 #14 S.MS. @i2"O.0
2.35' >. .. - -
6 1/2"x2"x -
.024"RAFTER "
2414 xS.M.S. EACH SIDE OF 3'
sa w_
SD. POSTT (4 -TOTAL) r. - •"
ALTERNATE: 114'0 BOLT W/ WASHER-
EA.SIDE OF3"SO.POST '- • 'RAFTER "TAIL" TO GUTTER 15
- 3" X 3" ALUM. OR - � � _
STEEL POST
T3.00*3' SD. POST -3.125" FOR 3 x RAFTER
_
GUTTER FASCIA H - BRACKET -TO POST �2: 25 2 x RAFTER
MAG BEAM F 3' SO. POST
3"SQ. STL. BEAM J 1.3I •� Y'
�ALUM:.fALLOY�3003-H24 ALUM. ALLOY 3003-H24 4 ~
1.50„
~ 1.50" ; 11/2" L17-040" 6063-T6
.28" .28 t = .040" 3004-H36,ALUM.
T (4) - #14 x 3/4" TEK SCREWS
' BRACKET TO RAFTER
2x3" l�4TTICE:�TUBE 4 1 1/2" SQ. OR }1/2" MIN.
2" LATTICE TUBE 2 1
a r, O
8 x 2 "SMS, 2-1/2" ,i A'JUL• 1 2010 QROFESS/o
�;.
OR 3 1/2", TYP. i_`�� r Q�Ci� �s �N�� i - O'
1 1/2" OR 2" SQ. OR 2"x3' LATTICE + __AA .O e O
Q WO.C. MIN. UP TO 7"O.C. MAX. y SOC'
r" ~ No.37948k z.so'
• —RAFTER +r „� X 3 m 1 `.
LAT_TICExT_U.BE TO RAFTER s1 p ( 1 * 1(4)-#14 x 3/4" EK'CREWSOR (6)-#1;0'x"3/4 TEK SCREWS"
Q• a BRACKET TO BEAM
O17
w _ "U"BRACKE RAFT ER:TO'BEAM 18
E
DRAWN BY: K.KTOM
. CAMPBELL & ASSOCIATES, INC.
LIVE LOAD = -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 - 1
l,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
-
_ •.
SCALE: NONE
REVISEO BYl K K. 6 O.P •
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENT
HORI2. WIND =
8269 ALPINE AVE.: SACRAMENTO, CA 95826
' -
_
- - -
90. 100 8 110 MPH
10191 As9-7W I FAY AOA.1li10 .o,..rm,a,,,,,,•,,,•,,,,,
SHEET 13 OF 30
E
SPLICE DETAILS 11 BEAM TO POST DETAILS° 1?.
SIMPLE SPLICE FULL MOMENT
1 y,. 1 1 - I
� I I
#10 S.M.S. II #12 S.M.S.
l9 TOT. TYP THICKNESS =.035' (24 TOT R
TYP. THICKN6lSS =.035-
6.38" .035"6.38"
11 II
t t tIL
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS. A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
311 TOTAL= (8)-112"0 BOLTS
i
...__......_..
1 on" JUL 15
SPUCE"
ERE
OCCURS
4,1
ALUM.ALLOY /
6063-T6 16"-
4"
6" 4" I -BEAM 3'-0l
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 WHI
OCCUf
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
(2)#10 S.M.S. EA.
VALLEY, TY .
NOTCH 1 -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOYjil
SO. POST,CONNECT WEB
(6061-T6) ALTERNATE TOPOST W/(2)-1/2"0
STL. C -BEAM THRU-BOLTS
SO. POST
SIECq�Nf BE, TO POST CONN.
f �2
No.37948 r m
\1).3131111
V \` 012 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8-O.C.
'�AAX. STAGGER IN BEAM
\ FLANGE
ROOF PANEL
4"x3" ALUM. 'I" "I" BM. OR / (4)-1/4'0 M.B. BEAM
7"x4' ALUM.SM. // TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST, SEE SCHEDULE r—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
REALE: NONE
REVISED BY* K.K. 8 D.P
RANCHO CUCAMONGA. CA 951 741.2107
( )
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100 8 110 MPH
/q+pl eR9-gym+ Pex ef1.L+F1q o '.. d"_I.._ _
SHEET 12 OF 30
DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION
BEAMti$PLICE"TO
1 1/2" OR 2"LATTICE y^OCCUR`DIRECTLY OVER 5/8'�OJ PLASTIC
#8 S.M.S. y .,, �.--�.
ALTERNATE 1/2" DOUBLE RAFTER -i POST. NOT PERMITTED PLUG WHERE
BOLT CONNECTIO PLAN 2 6 SCREWS@ 2 -POST UNITS SCREW -OINSIDE
7ALTERNATE: PER<SIDE'#14 S.M.S. EACH #14 SMS MAY
RAFTER TO COL. BE USE AS
-- CONNECT. (8 -TOT.) 3.5° 3.5" ALTERNATE TO
3.5" 1/4"0 BOLTS
1" 8" BEAM
W
.5 O 6- I I
OR E2 I6-#1,4 SMS EA. SIDEI I 6 1/2" SIDEPLATE EA.3"x 3"STL.POST (24"ALTERNATE:'INSERT ATTACHEDALTx6.5" TE#14 SMS EA. SIDE I i SIDE SEE POST SCHEDh -
3"x WSTL.POST COOR
TOP, MID-HEIGHT(2)-3"xa"HEADER AND BOTTOMFOR FREESTANDIN(2)-v2"BOLT -_>P.OST:;BE.TWEENySIDEPLATES
zxs.s" SIDEPLATE �AM T-0 P ST G ' N.N.ECTIM v. ` -_Z,
SCHEDULE 21
DBL. RAFTER / DBL. HEADER CONN. 19 POST
3" SQ. x .032" + (2)-2" x 6 1/2" x .024"3" SQ. x.032" + (2)-2" x 6 1/2"x .032
Fil (6)-#14 S.M.S. EACH SIDE. aW/W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING JUL 15 200
#8 S.M.S. EACH SIDE
J
LATTICE 1 1/2" OR 2" F. 2"x6" LEDGER (NEW OR EXIST.) QPOFE.SS/0
O C �!
f (2) 3/8" LAG SCREW (VQ��PS ni0 i2
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT Zn\ '' ... ~ At a7neo t m
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. 2p
E STUCCO OR EQUAL
/2.5"PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: KK TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
•
DATE: 5/OSf2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 830 psf
DURALUM PRODUCTS. INC.
1101MAirm7n7i
•
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
CONNECTIONS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95828
REVISED BY' K.K. 8 D.P.
90. 100 8 110 MPH
Fnx e0t1F10 "w4elt,Aumbun rnm
SHEET 14 OF 30
U* L.L. yU ivir-rrl r-rctt5
I ANUINh &A I I AC:HEU SOLID PATIOS 12' OR LESS EXP. B & C
,.
Ir
LIVE LOAD
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
10, 20 d 00 sl
P
3" SQ. STEEL BEAM
I`_
m o
MAX.COL.
SPACING
ON SLAB
MAX.POST
SPACING
FREESTAND
ATTACHED
MAKPOST
SPACING
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX.POST
SPACING FTG. MIN• FTG MIN.
POST POST
(IN.) TYPE (IN.) TYPE
MAKPOST
SPACING
FREESTAND
ATTACHED
MAKPOST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN•)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POSTPOST
TYPE
FTGMIN.
(IN.)'
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.MIN
(IN.)
POS
TYP
4'
17'-0"
13'-9"
32
F
19
B
1 17'-6"
32
G
21
B
13'-10" 32
F 19
B
12'-7"
32
F
1 19
B
13'-7"
32
F
21
B
5'
13'-7"
12'4"
32
F
20
B
16'-3"
32
G
22
B
12'-5" 32
F 20
B
11'-8"
29
F
12o
B
12'-2"
32
F
21
B
6'
11'4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4" 29
F 21
B
10'-10"
29
F
21
B
11'-1"
29
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6" 29
G 21
B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'-10" 29
G 22
B
9'-4"
29
G
22
B
9'-7"
29
G
23
B
9'
7'-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
9'-3" 29
G 22
B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
8'_g" 29
G 22
B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
11'
6'-2„
8,-4„
29
G
23
B
11'-0"
29
G
1 25
1 B
8'4" 29
G 23
B
8'-0"
29
G
23
B
8'-2"
29
1 G
25
B
12'
5'-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
7'-4"
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26
B
T-1"
1 32
H
24
B
7'-3"
32
H
26
B
15'
4'-6"
9'-5"
32
H
26
B
JUL 1. 5 2
10
6'-10„
32
H
24
B
7'-0"
32
H
26
B
16'
4'-3"
9'-2"
32
H
26
1 B
ESS/
6'-8„
32
H
24
B
6'-10"
32
H
26
B
17'
4'-0"
8'-10"
32
H
27
B
Q� Pg
. Cq .o l
6'-5"
32
H
24
B
6'-7"
32
H
26
B
18'
3'-9"
8'-7"
32
H
27
B
r 'z6'-3"
32
H
25rn
B
6'-5"
32
H
27
B
19'
3'-7"
8'-5"
38
H
27
B
3131 1
6'-1"
38
H
25
B
6'-3"
38
H
27
B
20'
3'-4"
8'-2"
38
H
27
B
n
%, nQ��
5'-11"
38
H
25
B
6'-1"
38
H
27
B
POST F MAX HT.= 8' FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE" V
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE 8
WHERE SLAB OCCURS, CUBED FOOTING SIZE {{//uu�l FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN eY: KK. TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DATE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE
POST SPACING TABLE
FREESTANDING
10, 20 d 00 sl
P
DURALUM PRODUCTS, INC.
REVISED BY: K.K. d D.P. RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
NORIZ. WIND .
9269 ALPINE AVE., SACRAMENTO, CA 95828
90.100 & 110 MPH
�otat aF7_7mt cox Ana -16tH olw ✓,AA,,.n6,m ten,..
SHEET 15 OF 10
S I
10::#TL7L 90TM:PH-FREE8TAND & AT�TACHE'I
_
}
TOM CAMPS 8 SSOCIA ES, INC.
.3".SQ..STEEL BEAM
DBLANT) 042"BEAM
PATIO COVER SYSTEM AS MFG. BY:
•.
IBL.2°X6.5°X.032" BEAMFOR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
S R
10.2 0 d 30 pal
DURALUM PRODUCTS, INC.
ATTACHED PATIOS
OR 3"x8"BEAM
REVISED BY: K.K. 8 O.P.
aI_
I_`-
o0co
O g
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND-
'ATT.
MINIMUM NO. OF POST
r
m •,
H
X ¢
a a Z
2cnoPOSTPOST
SPACINGSPACING
FTG.
MIN.
FTG.
FTG.
MIN•
FTG.
FTG.
MIN
OST
FTG.
SPACING
FTG.:
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
4'
17'-0".
.14'-4"
' 32.
G
16.
19'-2"
38
G
20
EXP. C
16'-4"
55-'
13'-T
13'`41'
32
G
17
1T-2 I "..
32
G
20
_2
2
tbJ
11'4"
12'4"
32G
20
18
15'-8°
32
G
21
_
2
;T91_811-
2
11'-7"
29
G
18
14'-6"
32
G
22
8'
8'-6"
10'-10"
29
G
1.9
.13'-7.11..
32G
22
9'
T-7"
10'-3"
29
G
19
12'-10"
32
G
22
22
22'-7"
10'
6'-9"
T-8"
29
G
20
12'-2"
32
G
23
- -
G
11'
6'-2"
9'4"
29
G
20
11'-7"
29
G
23
2
10'-1'1" •
29
G
22.
38
-G
24
-33
2.
12'
5'-8" ^
8'-10"
29
G
20
11'-1"
39
G
24
F12'
3
13'
5'-2"
8'-6"
32
H
21
10'4"
32 ,
H
24
25
14'
4'-10"
8'-2"
,32
H
21
10'4,
32
H
24
-
G
15'
4'-6"
T-11"
32
H
21
9'-11"
32
H
24
24
16'-7"
16'
4-_3 •
T-8"
32
H
22
9'-7"
32
H
25
17'
4'-0" ..
T-511
32
H
22'
y 9'4"
32
H
25
3
- 8'-9"
18'
T -9"p6-1-10-
24
32.
H
22
- 9'-1" .
32
H
25
4
2
19'
T -T'
132
38
H
22
8-1011
38
H
25.
1r
4
20'
3'-4" -
3
38
H
22
81:71
38
H
26
27
18'
4
5
2
JUL 151010
QQ'�ql
C,4
NOTE:
H
25
14'-6"
32
H
'27
�Q`��Q�\'
G
' FOOTING SHOWN REPRESENTS LENGTH OF 4 a
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. ry
r r fl
WHERE SLAB OCCURS, CUBED FOOTING SIZE 0 0.3791
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
- s
OPEN.;LATTICE-PATIOS, 1:2-'.,,O.R-iLESS.��EXP WA C
DRAWN BY: KK
DATE: 5/052009
009
TOM CAMPS 8 SSOCIA ES, INC.
LATTICE
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
•.
IBL.2°X6.5°X.032" BEAMFOR
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
S R
10.2 0 d 30 pal
DURALUM PRODUCTS, INC.
ATTACHED PATIOS
OR 3"x8"BEAM
REVISED BY: K.K. 8 O.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
3x9 BEAMW1
8269 ALPINE AVE.; SACRAMENTO, CA 85826
SHEET 25 OF 30
>
MINIMUM NO. OF POST
MAX.POST
SPACINGMAX'.POST
FREESTAND
ATT.
FREESTAND
.TYPED
• ' FOOTNOTE: '
FTG.
MIN
OST
FTG.
SPACING
FTG.:
pOST
'FTG.
POST TYPE 1
POST TYPE 2
(IN.)
TYPE
(IN.)
406
(IN.)
TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
16'-4"
32
G
20
29'-11"
38
G
21
6'
2
_2
2
2
14'-8"
32
G
20
26'-9"'
38
G
22
�,
2
2
2
2'
13'-4"
32G
21 J
�24y=5',
38
G
e
2
2
2
2
12'-4"
32
G
22
22'-7"
38G
23
-
s'
2 -
3
2
2
11'-7"
29
G
22
21'-2"
•38
G
24
10'
2
3
2
2
10'-1'1" •
29
G
22.
38
-G
24
-33
2.
2
101-411
29G
23
18'11"
38
G
25
F12'
3
3
2
-29-1,0"
29
G
23
18'-011.32'
G
25
3
;4
2
:2
9'-5"
29
G
24
17'-3"
32-
G
26
14-
3
4
2
2
32
H
24
16'-7"
32
H
26
15'
3
4
2
3
- 8'-9"
32
H
24
16'-0"
32
H
26
,s'
4
4
2
3
8'-5"
132
H 1
24
.15'-5"
32
H
27
1r
4
5
2
3
8'-2"
32
H 1
25
14'-11"
32
H
27
18'
4
5
2
3
8'-0"
32
H
25
14'-6"
32
H
'27
1s'
4
5
3
3
T-8"
32
H'
25
14'-1"
32
H
27
zo'
4
5
3
3
38
H
2538
38
H ^
28
FOOTNOTE:
]'
.38
H
2613111
38
H
28
HEADER AND OR MIN. NO. OF POST
REQUIRED SPACING MUST
4"
EXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
_
FOOTNOTE: '
COL. TYPES
D-1 =.024" SIDEPLATES, USE ON CONC'SLAB ONLY
COL. TYPES
D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
`
FOOTNOTE:
"SAMPLE"
`\
'
FIGURE INDICATES EXPOSURE
B
'
�= e
FIGURE INDICATES EXPOSURE -C .
ADDITIONAL FOOTNOTE• VUHFRF nail v nA1F
Fir -11169: n\niAi IAll11! ATOc wn.o e
-
DRAWN BY: KK
DATE: 5/052009
009
TOM CAMPS 8 SSOCIA ES, INC.
LATTICE
LNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
•.
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE.
FREESTANDING
10.2 0 d 30 pal
DURALUM PRODUCTS, INC.
• - _
REVISED BY: K.K. 8 O.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND e •
90.100
8269 ALPINE AVE.; SACRAMENTO, CA 85826
SHEET 25 OF 30
- _
.. ..
8 110 MPH
lA7F\ dF7-7m/ FAX d":1_151A aole.mA�neU�m rnm
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&(
Ix
90 MPH
7" I -BEAM
110 MPH
DBL. TWN.042"BM
EXB&C
DBL.2OR 3"x8"BEAM "x6.5"x.032" BEAM
EXB&C
3"x8" BEAMw/INSERT
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
0o
m
o Z
vZ_
Um
FREESTAND
ATTACHED
a Z
i Ino
SPACING
SPACING
FOR DBL.
FOR 3 z 8
BEAM
SPACING
FTG.
MIN.
POST
FTG
'
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
FTG
MIN.
POST
FTG.
MIN.
FTG
MIN.
(IN.)
TYPE
(IN.)
TYPE
(IN-)
TYPE
(IN-)
TYPE
2x6.5x.032
(IN.)
TYPE
(IN.)
TYPE
(IN.)
POST
PE
(IN•)
POS
TYP
4-
6'-2"
20'-11"
41
J
Z4
F
13'-11"
32
J22
B
9'-10"
9'-10"
32
J
20
B
19'17'-11"
36
J
24
51
4'-10"
18'-9"
41
J
25
F
12'-5"
32
J
23
B
8'-10"
8'-9"
32
J
20
B
17-0
36
J
�5
C/
16'-1 "
6•
4'4"
17'-1"
36
J
26
F
11'4"
28
J
23
1 B
8'-1"
8'-0"
32
J
21
B
15'-6"
36
J
3
6
C
4'-8"
7-
3'-6"
15'-10"
36
J
26
F
' 10'-6"
28
J
24
B
7'-5"
7'-5"
29
J
22
B
14'-43 -
36
J
26
C
B
3'-1"
14'-10"
36
J
27
F
9'-10"
28
24
B
7'-0"
6'-11"
29
J
22
B
13'-5"
36
J
4
E
„
7
9•
14'-0"
36
J
27
F
9'-3"
28
J
25
B
6'-7"
6'-7"
32
J
23B
12'-8"
36
J
4
E/
2'-0"
10,
13'-3"
36
j
28
F
8'-9"
28
J
25
B
6'-3"
6'-3"
32
J
23
B
12'-0"
29
J
2 28
E/
, ,.
>>'
12'-8"
36
j
28
F
8'-5"
28
J
26
B
5'-11"
5'-11"
32
J
23B
11'-5"
29
J
2 28
E/
10'-10"
12'
12'-1"
36
J
29
F
&-0"
28
J
26B
10'-1
J
2�g
EX
29
13'
11'-7"
36
K
29
F
T-9"
32
K
27
B
10'-0"
K
2 29
E/
9'-11"
36
14'
11'-2"
36
K
29
F
7'-5"
32
K
27
B
10'-2"7.,
K
2 29
E/
36
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES D
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 8 SHT. 24 FOR FREESTANDING
JUL 151010
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL d ASSOCIATES, INC.
SOLID
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
DATE:: 09
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 d 30 Pt1
DURALUM PRODUCTS, INC,
NON
SCALE: NONE
REVISED BY: K.K. d D.P.
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHED
HORIL WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95626
11-1.
90.100& 110 MPH
SHEET 24 OF 30