09-1181 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO-
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00001181
Property Address: 81505 RUSTIC CANYON DR
APN: 764-2807999-50 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property, Zoning: MEDIUM HIGH DENSITY RES
Application,valuatioir. 6397
4 1 �
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: .11/13%09
Owner:
JOHNSON,
81505 RUSTIC CANYON DRIVE
LA QUINTA, CA 92253
Contractor:
Applicant: Architect or Engineer: LIFETIME PATIOS
P.O. BOX 5806
LA QUINTA, CA 9
t (760)777-2650
LiC. No.: 77084
,
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: B License No.: 770843
*j�Zonractor: •—���-
OINN R -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, as owner of the property, or my employees with wages as their sole compensation, will do the work; and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). .
(_ 1 1, 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 _ I I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is -a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
D Q 0
4 •B�i V 1 �; 2009
CITY OF LA QUINTA
FINAN% E DEPT.
WORKER'S COMPENSATION DECLARATION
hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
1 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
3,700 of thp Labor Code, I shall forthwith comply with those provisions.
Date: pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPS ATION 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 Ouinta, 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 unty ordinances and state laws relating to building construction, and hereby authorize representatives
of thi county toe ter upo a above-mentioned property for inspection purposes.'
ate:nature (Applicant or Agent): .
Y f'
LQPERMIT
Application Number . . . . . 09-00001181'
Permit PATIO COVER PERMIT,
Additional desc .
Permit Fee 90.00 Plan Check
Fee,.
58.50
Issue Date . . . . Valuation
. . .
6397 .
Expiration Date 5/12/10
Qty, Unit Charge Per
Extension
BASE FEE
45.00
5.00 9.0000 THOU BLDG 2,001725,000
45.0.0
-----------------------------------------------------------------------------
Special Notes and Comments
336 S.F LATTICE WEATHERWOOD SHADE
STRUCTURE @ COURTYARD•& 145 S.F. LATTICE
SHADE STRUCTURE @ REAR YARD, PER
APPROVED PLANS (BH). 2007 CODES.
---------------------------------------- -------- =-------------------=--------
.Other Fees . . . . . . . . . BLDG STDS ADMIN'(SB1473)
1.00
STRONG MOTION (SMI)
-RES
64
Fee summary Charged Paid Credited
Due
Permit Fee Total 90.00 .00
.00
90.00
Plan Check•Total 58.50 .00
.00
58.50
Other Fee Total 1.64 .00
.00.
1.64
Grand Total 150.14 .00
.00
150.14•
LQPERMIT
Trilogy
at La Quinta
;11/13/2009
:City of La Quinta
:Building Department
:La Quinta, CA 92253
:To Whom It May Concern:
;Shea Homes/Trilogy La Quinta approved the Aluma-Wood patio cover structure for Mr.
:& Mrs. Robert Johnson at 81505 Rustic Canyon Drive, La Quinta, CA 92253 on
:10/27/2009.
:Sincerely,
:Marilyn Brody
:Design Manager
:Trilogy La Quinta
Where dreams take flight.
60-800 Trilogy Parkway
La Quinta, CA 92253
P: 760-777-6100 / F: 760-777-6119
TrilogyLife.com
NEP F Ni Mpq N,
5 EE�E7`� YEq Rg 3
SheaHomes
Caring since 1881
Trilogy at Lanuin to is a connnotity by Shca Lanuinta, LLC, an independent member of dic Shca family of companies. Homes at Trilogy are intended fel' occupancy by persons 5.1-1 years
of age or older, with certain exceptions fo'yomnger.pel'sons as provider) by law it die governing covena,ms, coalitions and restrictions. q.,
Bin #
City of La Quinta
Building 81 Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
..Building Permit Application and Tracking Sheet
Permit # �(�„�
`(J
Project Address:
Owner's Name:
Address: .
City, ST, Zip: L k ouZZS'j
Telephone:
1
Project Description:
A. P. Number:
Legal Description:
Contractor: Li If14
Address: d -&V
City, ST, Zip: L/, Utw� �Zz��'•
Telephone: (00 . -% -PC-Sb
State Lic. # : -71G I- (4Z
City Lia #: 3Z5
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. #:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
EstimatedValue of Project: 3 (j 0 ..��
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 Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan'2°d
Review, ready for correction/ 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 correctionsrissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
F LA C�UINTA
CITY Det'. �-- -
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. TOM CAMPBELL & ASSOCIATES, INC.
• . Commercial and Residential Structural Engineering
M M1 a • '
(951) 741-2107
May 7, 2009
Building Official ;
Local Authority Having Jurisdiction
RE. Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed'al the site
address noted below, with solid, roof panels or lattice purlins, as cited in the attached ,
standard plans identified as Job No. GF07-0674 and containing my professional '
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM -01 and ADM -05.
The standard plans accompanying this letter must properly identify all site-specific -
information necessary for plan submittal to the local authority having jurisdliction by
highlighting those structural framing member sizes and details relevant to 1he 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 F
as approved. by the local authority having jurisdiction, r
Please contact -me at (951) 741-2107 or at ticampbell(@.charter..net.shoul.d you
require additional information. E
Sincerely, t,
H-
U h!o.3
Tom Campbell, PE
C
Site. Information
Owner's Name 0 NQS o,,J
Address T�OS 1 L (-�-rpt
City own Q(>1)��%�
State co, Z�
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
UVVtKNINCi I:UULb : j
1. THE DESIGN COMPLIES -WITH THE-200"NTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING -CODE
,jASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE. ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIREC'I I HE 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.
B. 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.
15. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ( ICC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
r I - r_Cn nTumm1l1/ICC AV'1TCr,%
HAli 110) ~J 90li q
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES 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.
IVU I Lo: FALL UUIVII"UIVCIV
1 J nRC 11-1 1 1- \1. 1
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
DURAL PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10, 20 & 30 psl
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
i
SHEET 1 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
Rfl t(1(1R 1'Ifl MPH
/A1A1 dF7-7M1 FAX df1l.15'IQ ewlwc(nlr4 val„m mm
REVISED BY, K K & 0 PI
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SOLID PANEL TYPES
ATTACHMENT CHANNEL LENGT
SEE DETAIL ANDS HqHors TRuCTUR
EI'ROJEE))ON F NC H� /ES
SEE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE
III L
POS
OPTIONAL: CANTILEVER
P T
Sp
SEE CHELI
ULE R
SEEPOST ESPACING
SQ. POSTS, SIZE VARIES
LES
_ =
SQ. POSTS, SIZE VARIES
NO
O
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
ALTERNATE:
S EkCEE0
AN
PERMITTED.
SINGLE POST
SEE SCHEDULE
22
i Ln i+
SEE SCHEDULE
ALTERNATE:
25j OF SPAN
MAX. HT.= 12'
PERMITTED.
SEE SCHEDULE
SINGLE POST
SEE SCHEDULE
/
NOTE: NO SPLICE AT THIS'
FOOTING WHERE REQUIRED
POST AND A END BAYS.
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS 1. ,
NOTE. O SPLICE AT THIS
CHANGEABLE WITH ANY OTHER,V
POST AND AT END BAY
COMPONTENT UNLESS OTHE+I C
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAILS
MIN. 0.25" SLOPE PER FT.
OF
THEaROJECT ON /FEN
C SH RDFS
ENCLOSED
TYPE "A" ATTACH�_-U 5►NVL_C ar/-IV VVIUMIN I IL 114 C IIN-- - -- - - - -
LENGTH OF p ALUMINUM MIN. 0.25" SLOPE PER FT. O.H. LENGTH OF STRUCTURE V
ROOF PANEL O.H STRUCTURE CiV�� $ ROOF PANEL ARIES
SEE SCHEDULE
(MAY
SEE SCHEDULE (MAY
FOR SPANS NOTBEEN
FOR SPANS NOT BE ENCLOSE \ O.H SPA CLOSED 1
O. Sp D )
"O.H." NOT TO EXCEED 25% SPAN
"O.H." NOT TO EXCEED 25% OF SPAN
OF SPAN
SEE DETAIL FOR SPLICE _/ SEE DETAIL FOR SPLICE P OPTI NAL: CANT LEVER
POST SPACING
P OPTIONAL: CANT LEVER BEAM SE S ACINGSEE SCHEDULE FOR
SQ. POSTS, SIZE VARIES SEES SPA SES SEE
E POST SCHEDULE
SPACFOR
= SQ. POSTS. SIZE VARIES E SCHEOULS PJJIIg{IST SPACING
O.H. ry0 3 1/2" SLAB O H.00T 7- EXC
3 1/2" SLAB 25j T TO ExC MAY BE USED ALTERNATE: SP EED
MAY BE USED ALTERNATE: OF SPAIN EED iv TO CONSTRAIN SINGLE POST
TO CONSTRAIN SINGLE POST SEE SCHEDULE
FOOTING, SEE SEE SCHEDULE FOOTING, SEE NOTE D SPLICE A THIS
SCHEDULE ONOTE 0 SPLICE AT ST D AT END BAYS.IS SCHEDULE POST DAT END B�YS.
FOOTING WHERE REQUIRED O:/
SEE SCHEDULE FOR FOOTING CUBE SIZE
112 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107
REVISED BY, K K 8 D P
FOOTING WHERE REQUIRED -.--/ CI''
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
SOLID PANEL 10, 20830 psf DURALUM PRODUCTS, INC.
STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF 30
90. 100 8 110 MPH (QiRl aSz.7mi cnx enz-vcta ��10 ",!'_ __
I
SEE DETAIL FOR SPLICE
III L
O 'Lo)
`M m O
P T
OPTIONAL: CANTILEVER BI
SEESCHEDULE R
SEE$C/yEpuiEs
_ =
SQ. POSTS, SIZE VARIES
POS PACING
i
O'H
NO 7- T
22
i Ln i+
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
ALTERNATE:
25j OF SPAN
PERMITTED.
SEE SCHEDULE
SINGLE POST
SEE SCHEDULE
/
MAX. HT.= 12'
NOTE. O SPLICE AT THIS
POST AND AT END BAY
l
FESS
DOTING WHERE REQUIRED
E SCHEDULE FOR FOOTING
CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
MAY O b ZOOS
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
P r "ren n-r-rAt
L= M RA a TICOAKI
1A11(P\/F=P`AKITII FR (IPTI()N
TYPE "A" ATTACH�_-U 5►NVL_C ar/-IV VVIUMIN I IL 114 C IIN-- - -- - - - -
LENGTH OF p ALUMINUM MIN. 0.25" SLOPE PER FT. O.H. LENGTH OF STRUCTURE V
ROOF PANEL O.H STRUCTURE CiV�� $ ROOF PANEL ARIES
SEE SCHEDULE
(MAY
SEE SCHEDULE (MAY
FOR SPANS NOTBEEN
FOR SPANS NOT BE ENCLOSE \ O.H SPA CLOSED 1
O. Sp D )
"O.H." NOT TO EXCEED 25% SPAN
"O.H." NOT TO EXCEED 25% OF SPAN
OF SPAN
SEE DETAIL FOR SPLICE _/ SEE DETAIL FOR SPLICE P OPTI NAL: CANT LEVER
POST SPACING
P OPTIONAL: CANT LEVER BEAM SE S ACINGSEE SCHEDULE FOR
SQ. POSTS, SIZE VARIES SEES SPA SES SEE
E POST SCHEDULE
SPACFOR
= SQ. POSTS. SIZE VARIES E SCHEOULS PJJIIg{IST SPACING
O.H. ry0 3 1/2" SLAB O H.00T 7- EXC
3 1/2" SLAB 25j T TO ExC MAY BE USED ALTERNATE: SP EED
MAY BE USED ALTERNATE: OF SPAIN EED iv TO CONSTRAIN SINGLE POST
TO CONSTRAIN SINGLE POST SEE SCHEDULE
FOOTING, SEE SEE SCHEDULE FOOTING, SEE NOTE D SPLICE A THIS
SCHEDULE ONOTE 0 SPLICE AT ST D AT END BAYS.IS SCHEDULE POST DAT END B�YS.
FOOTING WHERE REQUIRED O:/
SEE SCHEDULE FOR FOOTING CUBE SIZE
112 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 510512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107
REVISED BY, K K 8 D P
FOOTING WHERE REQUIRED -.--/ CI''
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
SOLID PANEL 10, 20830 psf DURALUM PRODUCTS, INC.
STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF 30
90. 100 8 110 MPH (QiRl aSz.7mi cnx enz-vcta ��10 ",!'_ __
I
luA
f11AY 0
024"
032"
042"
ALUM. ALLOY 3004-H36
OR EQUAL
�—
OR OPEN ��{L�ATTICE COMMERCIAL & PATIOS
E.CC I� MAXI 2.. If
Ooza"
~ 037'
No. 379 8
Exp.3
ALUM. ALLOY 3004-1-136
OR EQUAL
(+ m DBL. 2 x 6 1/2" RAFTER
L.L.= 90, 100 & 110 MPH
(PSF) (IN.) N o EXPOSURE B & C
.024 16 21'-1"
10 24" 17,_2"
16" 28'-6"
032
24" 23'-3"
16" 15'_3„
.024
20 24" 12._5"
16" 20,_7,
.032
24" 16'-10"
16" 13'-9"
.024
30 24" 11'-2"
16" 18'-6"
032
24" 15,_1"
90/100/110 MPH EXPOSURE B & C
§72 x 6 1/2" RAF
V c
- 8 M
N o EXPOSURE B &
Ll
(PSF)
„T„
(IN.)
0.H_ 6 7 8 9 - 10
.0 24
16" 14'_11 '
--
2 4"' .�� 12'-2„
10
032
16" It 20'-1"
24 16'-5"
1' 4 5 5 6 6
.042
16" 24'-10"
24" 20,_3"
2' 5 6 6 7 7
.024
16" 10.10"
24" 8'-10"
20
.032
16" 14'-7"
24" 11'-11"
4' — — — 9 9
.042
SEE NOTE
24" 14,_8"
5' — — — — —
.024
16" 9'-8"
24" 7'-11"
30
.032
16" 13'-1"
24"
"T'
(IN.)
.042
16" 16'-2„
24" 13'-2"
OR OPEN ��{L�ATTICE COMMERCIAL & PATIOS
E.CC I� MAXI 2.. If
Ooza"
~ 037'
No. 379 8
Exp.3
ALUM. ALLOY 3004-1-136
OR EQUAL
(+ m DBL. 2 x 6 1/2" RAFTER
L.L.= 90, 100 & 110 MPH
(PSF) (IN.) N o EXPOSURE B & C
.024 16 21'-1"
10 24" 17,_2"
16" 28'-6"
032
24" 23'-3"
16" 15'_3„
.024
20 24" 12._5"
16" 20,_7,
.032
24" 16'-10"
16" 13'-9"
.024
30 24" 11'-2"
16" 18'-6"
032
24" 15,_1"
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
1:13.0...
- 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
042"
1' 4 5 5 6 6
7 7
8 8 9
ALUM, ALLOY 3004-1-136
2' 5 6 6 7 7
8 8
9 9 10
OR EQUAL
3' — 7 7 8 8
9 9
10 10 11
11 12 12 13 13 14
4' — — — 9 9
10 10
SEE NOTE
BELOW
5' — — — — —
11 11
12 12 13
13 14 1 14 1 15 15 16
m
N o
3 x 8" RAFTER
L.L.=
(PSF)
"T'
(IN.)
90 & 100 MPH
110 MPH
EXP. B& C
EXP. B
EXP.0
16"
28'_5,
28,_5"
27'_8„
10
.042
24"
23'_2"
23'-2"
22'_6„
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY WIDTH
TABLE
- 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 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
4' — — — 9 9
10 10
11 11 12
12 13 13 14 14 15
5' — — — — —
11 11
12 12 13
13 14 1 14 1 15 15 16
20 I 042 I 24" 1 16'-9" 16'-9" 16'-9-
NOTE:
6 9"
30 I .042 I 24" 15,_6„ 15.6„ 15,_6„
PROJECTION
SPAN
O.H.
zz
h
TRIBUTARY TRIBUTARY=
WIDTH tl2 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 psf
DURALUM PRODUCTS, INC.
SCALE: NONERANCHO
CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 7 OF 30
REVISED BY: K K A 0 P
90. 100 & 110 MPH
Ig1A%e57-7n7t FnX em.1A1Q caloelnld„minm mm
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS
ALUM. 3004-H36 SEE TABLE
1.50' 060 I .25'R
o WALL
N M ri FASTENERS
1.75"
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. �c
1
281"
ALU063-T6 Y
6M.ALL
(lfifl° I 1,� SUS B
EXTRUDED HANGER CHA NEL
ALUM. PANEL OR
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA. CONTACT
AT 2x FASCIA
3x ALUM. RAFTER �
\ JI
16" O.C. CELL AT FASTENER) OR CONC.
CONTINUOUS A- RAIL
OCCURS)
FASCIA BOARD
JrIL
EXIST. EAVES, RAFTER
ALLOWABLE PROD.
EXISTING EAV
SEE TABLE BELOW
OVERHANG
WALL CONNECTION
O
EXISTING EAVE
CONNECTION l 2
# SMS PANEL
LOCKS OR #e SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA. CONTACT
AT 2x FASCIA
N
20
16" O.C. CELL AT FASTENER) OR CONC.
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
ALUM.ALLOY
O
6063-T6
414 3rvi3 Llu CA. CONTACT
e:
WALL CONNECTION
O
ALUM.ALLOY
0063 TC
I.R. HANGER
2.740"
T=.060"JPANEL
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
G'
AT 2x FASCIA
N
WALL FASTENER0
16" O.C. CELL AT FASTENER) OR CONC.
SEE TABLEO
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
O
ABorD
BorD E E E J J K
100
Bo'C B
APPROVEDiV
110
I INSUL. ROOQ
BorD E E I E J J K
EXIST. RAFTER
NOTE:
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=10
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
ABorD
BorD E E E J J K
100
Bo'C B
BorD E E E JI J K
110
D BOrD I
BorD E E I E J J K
t
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
1, 6„
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
Of
zz
B=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
wQ
C=7/16"0 x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
.LUo—
D=7/16"0 x 1 1/2" @ 12" O.C.
14'-0"
<�
E=3/8" 0 x 4" @ EACH STUD
2"x8" FULL
24" O.C.
F=7/16" 0 x 4" @ EACH STUD
29'-3"
EXIST. RAFTER
NOTE:
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
HANGER CHANNEL
2" x 4"V-6"
FULL OR
16" O.C.
16_8„
13'_10"
9'-3"
AND BRACKET
2.-0" 11'-8" 8'-8" 5-10"
t
2„ X 4„
FULL
24" O.C.
1, 6„
10,-8„
8'-3"
5-6"
t
2'-0" 7'-0" 4'-6" T-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
j�
If
#
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25,_0"
16'-9'-
6'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 OF -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
(2"
�-4#14 SMS T&B
1 .8�--_4- AT 12" O.C.
No.3�7�948 r
Exp. 31 sl I I L
;-,AY Q 62669 V I
10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
/ U -BRACKET 8„ 0 STEEL
0 1/4"0 HOLES,TYP.
�3/4' OR 1 1/2" Lt'
0 NOTE: PROVIDE WATER
8' O PROTECTION METAL FLASHING
2" x 6 1/2" OR ° r CAUCK JOINTS AND SLOPE
3" x 8" ALUM. I� ° 1 TO DRAIN
5" MIN. TYPICAL BRACKET AT EVERY 2x
RAFTER
1 1 r4'•
/4" O_R 1 1/2" _ _ I
f \ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
\ EXISTING WOOD STUD FRAMING F(3)4�14X3
E LENGTH
2x6 OR 2x8 LEDGER
1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf RAFTER
7/16"0 x 3.1/2" LAG SCREWS L.L.=20,AND.30 PSf ).#14x1 9/4"
PENETRATION INTO l 1/2" W.S. pgTlO COVER
GaWOOD-STUD)
RAFTER TO -
NOTE: PLACE "SIKA FLEX" OR
ONOTE:PLACE"SIKAFLEX"OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
HANGER CHANNEL
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
ATTACHMENTS
g0. 1008 110 MPH
o.HORIZ.100
/4141 aa? -pmt Fax am -tale aaloclPor4vahm ��..�
REVISED Br K K & D P
COLUMN / POST TYPES -,&SURFACE MOUNT ATTACHMENT DETAILS
/ r-3„ 1 21'—I 3.00" SQ. f 3.00" SQ.
3.00"SQ. .024" #10 SMS ~I I~
.032" '@24"O.C.
EA. SIDE
6.5,. 311 / O 075„
0 14"R
�32"�- � I .oao" ALUM.
TYP. �
.032" .048"STEEL
28 O O
O � 518�PL"ASTIC ,PLUG
3" SQ. ALUM. POS 3" SQ. ALUM. POST r�` O 3 A M. MAG POST
WITH SIDE PLATES D AL M. Y 3004-H36 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H36 3 ALUM. ALLOY 3004—`/ 3" SQ. STEEL POST
-H36 ALUM. ALLOY 6063-T6
i A 653 RA 40
ALUM. ALLOY�3`00" OR
6063=T5 /
t.
=3"SQ.xt=.2501'II �J
=4"SQ.xt=.1881
=5"SO.xt=.188;,
j SQUARE r
STEEL POST
ASTM A36 GRADE 40
1.375" q 7/16" OHOLE .56" 2 FLANGES
0 .75" 2 1/8" APART
0 ASTM GRADE 36 STEEL 1.125" 2.s..
J o 75" 75" BASE FLARES
I .157" TO 3"VVIDE EA.
1.60" TYP. _ —_ — SIDE OF FLANGES
1.50 USE FOR 3" 1 }
INSTALL WASH. PLATE
.090" TYP. POST ONLY 5.50" 1.7/16"0 HOLE
1'%"x �5/16" x SYa" WHEN USING & 2-318" HOLES
IN'l 10 MPH WIND AREA 2- 5/16"0 HOLES
"-09,0"
� TYP. EA. SIDE
.090" BRACKE_T_F_OR_3" ROST_S.
f _ALUM "T" BRAGKET�f STEEL "T" BRACKET 5
T=.060" TYP
�3 -3/8" CA&SCREWS OR-' MAY 0 6 ?.009
4;-1/4" LAG SCREWS
Q (2.5" PENE. INTO EA. STUD) FES
3" 3 6
.O
X_
ALUM. ALLOY
6063-T5
"H" BRACKET
3" x 8" ALUM. RAFT. BRACKET "
3" x 8" ALUM. HEADER
HEADER BRACKET
ORAVvN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
10, 20 8 30 pst
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY' K K & D P
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. W ND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100 & 110 MPH
I9tC.1 A57_7n71 FAX dn7.t51Q eoio�n,4v=Lun mm
SHEET 9 OF 30
COLUMN/ POST TYPES & SURFACE' MOUNT AND EMBEDMENT, DETAILS
_ ALUM."T'BRACKET USE WITH '
POST TYPE 8,C,D. OR E. - 1 STEEL POST ONLY: _
STEEL."f'BRACKET USE WITH 'i ��`USE POST TYPE (3)-5/8"0 BOLTS
"T" BRACKETy? po57 TvpE B,c.D,E,F,G,H,J OR K. i F, G;<H iJ OR K . FOR POST TYPE J
@ 3"SQ. PO,ST.W/`, ALUM."T"BRACKET: I 415"
3°SQ". POST (2)-#12 SMS EA
/ 3" SQ. POST USE ((2)-318'0 HILTI
IP
SIDE OF POSTrOR KVNK BOLTS OR EQUAL n. i i (2)-1l2"0 BOLTS 16"INSERT
%112 DEPTH OF I I
ry 1/4" M. B:(THROUGH STEEL.T'BRACKET: ? I I r FOR ALL OTHER♦
• t. USE (2)-318"0 HILTI KWIK FOOTING OR I, CONDITIONS x .188"
POST'_ SEE NOTES BELOW BOLTS OR EQUAL 12" MIN. EMBD. I ASTM A3,
4 5"
n � (2" MIN. EMBEDMENT DEPTH .5� I STEEL
2 3/8"0 HILTI "KWIK 1 7
( )- FOR KWIK BOLTS
1� BOLTS'OR EQUAL, EACH • - ti I j : T_O.C_ I •
.y BRACKET TO SLAB. �.` '•' I 6"S .BASE PL .
MINIMUM DISTANCE TO t w
+EDGE OF SLAB = 2-1/26 d LL ASTM A572 STEEL
W�
/ -
DEPTH 3116"
SLAB S
HALL BE IN o
POURED CONCRETE H U) -
CL
FOOTING SEE NOTE _
FOOT
'' �' '•'� ''GOOD CONDITION r w 3" )
_ ,•d OR FLUTED
.t FOR SIZE �0 �, 1/2"OM.B. OR 4" SQ. POST (STL.) ' )
3 1/2" MIN.,, SEE FO, x9�LONG, 1 SQUARE
SCHEDULE QUAR - �F�ROWEND � SEE FFGS," INSERT �
OF,POSi, SCHED.
PL.5/8'THK.
EXISTING SLAB__ O 3" SQ. POSTS TO CONIC. ANTO
. FOOTING O `�; _ POST EMBED. O
.IN.T.:EOOSING 11/2" g^ 1112"
_WELDED STEEL BASE PLATE
ATTACHED - ATTACHED ONLY NOTES: BASE PLATE SCHEDULE
ALTERNATE FTG. FOOTING & ANCHOR BOLTS1. DO NOT USE ALUM. "T'
PLATESIZE MAYBE USED WITH POST TYPE, SEE SHT.8
9" SQ. x 5/8" B. C, D, F. G. & H '
BRACKET WITH 3X8 BM. , -
CUBE SIZE SO. 18" DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS EMBED. W/INSERT, MAG. BEAM, 4" OR
" 7I-BEAMS.
18" 18" SQ. 12" BOLTS •
20" 21" SQ. ` 12" 23" & 24" CUBE (?) 1/2'0 3 1/4" 2. POST TYPE E 4
INSTALL WASHER PLATE, 2" X
22" 25" SQ. - 16" 25" - 30" CUBE (4)-1/2"0 3 1/4" Ya" X 0'-5k" AT STEEL "T'
24" 28" SQ. 20" _ nACKET.
26" 32"SQ. 23" 31"- 34" (a)5/8"0 4" 3. POSTTYPEF MAY Q 2079 FREESTANDING
DO NOT USE STEEL "T" BASE PLATE ANCHOR
28' 35" SQ. 25" _ - (4)314"0
4 3l4" A I-
BEAM. - 39" CUBE M. BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
- 30" 39" SQ. 28"_
32" 43" SQ. 30" 40" - 42" CUBE (4)-3/4"0 4 3/q„ ��OFES ��oe - (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
o 9"x9"x 5/8" STEEL PER I.C.C. ESR-1917 OR EQUAL
34" 47" SQ. 32" �� P,cJ �'• C'� ��(! (4 3/4" EMBEDMENT DEPTH )
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL �j s
36" 51" SQ. 34" I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. Gni
38" 55" SQ. 37" r W
40" so" sQ: 39" � NO. 37948 ~ m
6ccivi
313 x'
CUBE FOOTING WI 3 112" SLAB -
:,NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K. , TOM CAMPBELL & ASSOCIATES, INC: COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
• - DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 pst DURALUM PRODUCTS, INC. - -
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND EMBEDMENT HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K. R D.P 90. 100 & 110 MPH IR1R1-°R9_7n91 F°x dn.'L1F1p eoloelhlrinmeim rnm RHFFT 10 ()F 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00"SPLICE WHERE �I1.Oa'f Imo_
1 79" OCCURS —� SPLICE WHERE SPLICE WHERE
OCCURS N OCCURS
U? 7 4.6' .075..
`D .73" 2.57" 4.s" TY P.
14"R
2.19" 2.04 TYP. � � 048'
065"
2.04" TYP.
2.08° YR65" .28,.
4-—j'- TYP. 3.0"
2,93" 4.0000•
2.7" ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004 -H366063 -T6
A E
6.5" ROLLFORMED 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM
r 3" -1
I"7 -T
SPLICE
WHERE 4"
OCCURS 070,1
TYP.
SPLICE W
Occl
ALUM. ALLOY ALUM.ALLOY
6063-T6 C 6063-T6 O
r G
I -BEAM 7" I -BEAM
I,- �Lll 'Iff'-
3" � 8"
r•-- �� �MAX.� 3"
I
—� .042"
I g„ '042
I
I
�- -- A
ALUM. ALLOY 3004•.36 ALUM. ALLOY 3004-H36
OR EQUAL � OR EQUAL O
x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM
� 2,. � 6.5..
024„
—:032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25"
1 I�
T=14 GA.
7'675 ASTM A653 GRADE 50
---I 2.875"
3 x 8 BEAM
STEELINSERT
3" 6.5"
MAX. -� 2"
.032"
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
yl 3.0" Imo-
-� .042"
1
ALUM. ALLOY 3004-H36
OR EQUAL
Ox 8 BAM
ALTERNATE STEEL C -BEAM FOR ALUM. [-BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA.
No.
Exp.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05f2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 830'.
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ Vv1ND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 11 OF 30
REVISED BY: K K. 8 D.P
90. 100& 110 MPH
/R1R1 dF�-7f1�1 FAX dflt lAtp ealoernlrL,ml„m mm
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' 014 S.M.S. TOP & BOTT. (2) -TOT.
2414 x 12" S.M.S. EACH SIDE OF 3" #14 x 1/2" S.M.S. TOP
S0: POST (4 -TOTAL) & BOTT. (2) -TOT. ` 1 1/4
ALTERNATE: 1/4"0 BOLT W/ WASHER
EA. SIDE OF 3" SQ. POST
ROOF PANEL 4" 6 1/2"
t- ROLLFORMED OR
1.10" - EX'IRUUEU GUTTER
I ALUM. BRACKET X
.75 1 O o 1 _ 5o•'I (4)
L_+9
J + J I-#14 SDS @ EA. SIDE FASCIA - -
TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C. _
3" SO. POST
2.35" 2„ 1,.
6 1/2"x2"x
.024"RAFTER
2414 x 1/2" S.M.S. EACH SIDE OF 3" _
SQ. POST (4 -TOTAL ' • 15
ALTERNATE: 1/4"0 OLT Wt WASHER ' RAFTER "TAIL" TO GUTTER
EA. SIDE OF 3" SO. POST
_ 3" X 3" ALUM. OR
STEEL POST'
3.00• 3•• SO. POST 3-125" FOR 3 x RAFTER
.OR .240" - - 14 _ -
H -BRACKET TO POST " �-�r,2.125'�FOR 2 x RAFTER
GUTTER FASCIA � •}
MAG BEAM r 3" SO. POST 13
3"SQ: STL. BEAM J ¢ALU -M. ALLOY 3003-1-124 ALUM. ALLOY 3003-H24
t = .040" 6063-T6—
1/2"It = .040" 3004-H36 ALUM
42II .20" 211 2"
018" 018,
L • �~l
(4) - #14 x 3/4"TEK SCREWS
BRACKET TO RAFTER
2 x3" XTTICE TUBE 1 1/2" SQ. OR P . 11/2" MIN.
` u 2" LATTICE TUBE O� L I
4 0
118 x 2 "SMS, 2 112"
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7"O.C. MAX.
" w ~ No. 7948 r m
t —RAFTER TEK SCREWS
EX 3 L(4) -,g 14 x 3/4" TEK SCREWS OR (6) #10 x 3/4"
LATTICE :TUBE TO RAFTER BRACKET TO BEAM
CIV11- r
17 ; • F 4cU"'BRACKET"RAFTER'TO BEAM
188
DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE,LOAD = PATIO COVER SYSTEM AS MFG. BY:
BEAM O POST 10, 20 & 30 psf DURALUM PRODUCTS, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING ATTACHMENT
• + . NONE RANCHO CUCAMONGA. CA (951) 741-2107 = HORI2. 11ND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 13 OF 30
REVIRED BV; K.K ADP. . 90. 100 8� 110 MPH 191x1 esz�ml cnx em-u�a auloerlAur=em ��*+
SCALE:
e
SPLICE DETAILS
SIMPLE SPLICE
9„
,•• I r•I rti
FULL MOMENT
I '
I 1
#10 S.M.S. II #12 S.M.S.II
(8 TOT. TYP. THICKNESS= .035 (24 TO T�THICKN!11SS = .035"
6.38" II
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUnFn OR 6063-T5 FOR EXTRUDEDmc— SOI 'C'm KAAV OCCU
_--'I
NOTE: USE SIMPLE SPLICE ONLY NOANY LOCATION EXCEPT AT END AYSR I NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS [-BEAM ALUM ALLOY SO.POST,CONNECTWEB
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. �J (� �} L C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"0 BOLTS I'Ir t "
......................_..... i SQ. POST
1.00" pfESS
Q 0 0 j S 1. C,qBEAM TO POST CONN.
2.00"
SPLICE WHERE 4" CD
m )'
OCCURS --.070" 0 0 w No..7948
TYP.
p' �C
................................ a CI N-
...................................................._...................._.............................._. #12 METAL BACKED.
BEAM TO POST DETAILS
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
ALUM. ALLOY
6063-T6 16" 1" iIi
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCUI
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
NEOPRENE ---
T
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE -� v
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20830 psf
1
DURALUM PRODUCTS, INC.
I I
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
I
SPLICE DETAILS
I
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 12 OF 30
REVISE() BY' K K R 0 P
90. 1008 110 MPH
IQ1R1 dA7-7(171 FAX dl1ti1A1Q calae(nlr4imliim rnm
ME
DOUBLE RAFTER CONNECTION DETAILS -
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIOPLAN 2 '
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
-- 1 CONNECT. (8 -TOT.)
°-T------ 4s„ - 6„
T'x 3"STL.POST (24") I ° I ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR
Yx 3"STL.POST COLUMN I I (2)-3"x8"HEADER
FOR FREESTANDING
(2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER/ DBL. HEADER CONN.' 9
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2" ;
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2 - #14 S.M.S. EACH RAFTER
T, COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
(2)- 2x6.5" OR (2)-3"x8" HEADER
ALTERNATE:
3"x3"x0.024' (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
LATTICE BEAM TO POST CONNECTION
BEAM,SPL'ICE'TO 1
OCCU R -DI RECTLY`OVER'-``-.�/—&; q'PL)#STIC
I`_POST. NOT PERMITTED PLUG`WHERE*
_P_6 SCREWS @ 2 -POST UNITS SCRWEIS
PER'SIDE I #14 SMS MAY
5 5 BE USE AS
3.5" 3.5" ALTERNATE TO 4
1/4"0 BOLTS
y 3.5" 3.5"
_ 0" DEAM
�1 OR ❑2 I
6414 SMS EA. If
SIDE_ I I 6 1/2" SIDEPLATE EA.
SIDE SEE POST SCHED.
#1-4 SMS EA7,SIDE
i
TOP, MID -HEIGHT—" V 7
AND BOTTOM. ;
3"3'SQ7PQST B TWEEN SIDE PLATES
BEAM TO', IDS CONNECTION
POST=SCHED.UL%E,-, _.21 _;
3" SQ. x .032" + (2)-2" x 6 1/2" x .024' 3" SQ. x.032" + (2)-2" x 6 1/2" x .032
1 W/ (6)-#14 S.M.S. EACH SIDE. a2 W/ (6)-#14 S.M.S. EACH SIDE.
USEON CONIC. SLA- B ONLY - USE ON CONC. SLAB OR FOOTING
EXIST`.
SHEATHING p�/ 0 �) 70019
J !! I
2"x6".LEDGER (NEW OR EXIST.) ®FES
cn
cn ,IA®
w / (2) 3/8" LAG SCREW ~� ��� 1. e'^I�� �AN
Zn CD
,r w No.7948 r .
Exp. 3 31
CIVI
E SITUCCO OR EQUAL - /
2.5" PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL w
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
'
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
CONNECTIONS
10, 20 R 30 psl
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
ON E
SCALE: NON
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 8 110 MPH
fAirl d57.7f171 FAY An A -1.51p calceae,,rmI , rnm
, SHEET 14 OF 30
REVISED K K R D P.
10#
'90 MPH FREESTAND.& ATTACHED`OPEN LATTICE PATIOS 12'0 RIESS • EXP. B & C
L.L.
3" SQ. STEEL BEAM-
DBL. 3" A"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
,, '�
3,x8 ,BEWWilNSERT
,
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
J'17
O z m
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
NI4X.POSTESTANDjAT
-:c3:
F� o
TYPE D . FOOTNOTE: -
0 0
0_5
MAX.POST
~MIN.
++MAX.POST
SPACING.
SPACING
MIN.
m
• POST TYPE 1
POST TYPE 2
m
O V)
a Z
SPACING
FTG.
POST
FTG.
SPACING
FTG.
p N-
FTG.
FTG
IN.
( )
MIN.
POST
FTG.
(IN.)
FTG.
(IN.)
pDST
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP.'C
r
E <n 0
(IN.)
TYPE
(IN.)
►
IN.
( )
TYPE
IN.
( )
TYPE
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32
�G.
20
29'-11"
38
G
21
6'
2 •
2
.2 '
2
�5�13'-7"
13'-4"
32
G
17
17'-2"
32
G
20
•_ .
14'-8"
32
G
20
26.9
38
�s`'a2
f,22
�.
2
2
2•,
.2
6'
1l'-4"
12`-6"
32
18
15'-811
8c
L1
13'-4"
G
L4-�
G_
...
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7':
38
G
23
9,
2
3 .
2
2
7'
9'-8"
11'=T
8'
. 8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
,11'-7"•
29
G
22
21'-2"
38
G
24
10
2
3
2,
2
•q1
g�
10'-3" ...
29
G
19:
12'-10"
32
G
22-F-
10'-11"
29
G..
22
19'-1.1"-s
l
38
t 24
1i
3
3
2
2
7'-7"
10'
"9' 8,.
29
G
20
12'-2"
32.
a G
23`
t .
10'-4"
29
G
23
18-11"
38
G
25
1r
3
3
2
2,
6'-9"
11'
-29
20
11'-7"
29 :.
G
23.
. 9'-10"
29
G .
23
18'-0"
32
G:
25
13'
3
' 4
2
2
6'-2"
.9'-3" ,
G
8'-10"
29
G
20
11'-1"
39
G
24
9'-5", ..
29
G
24
17'-3"
32
G
ia'
3
4
2
2
5'-8"
12'
.
13
8'-6" '
32
H
21
10'-8"
32
H
24
9'-1"
32
�-{
24
16'-7"
32
H
L26
1s:
3423
5'-2"
14'
8'-2"
32
H
21.
10'-3"
32
H
24
8'-9
32
H
24
16'-0"
32
H
16'
4
4
2
3
4'-10"
21
g;11".
32
H24
8'-5"°32
H -
24
15'-5' _
32
H15'4'-6"
1r
4
5
2
3
32
H
7-11
16'
22
9'-7"
"32
25
8'-2"
32
H
25
14'-11"
32
'H.
27
18,
4
5
2
3
7,-8„
32
H
17'
4'-3"
22
9'-4"
32
.'-H
_H
25
-
8'-0"
32
25.
14'-6"
32
27
1s'
4
5
3
3
4'-0"
7'-5"
32
H
9'-1'
32
H
25
7'-8"
32
H
25
141
'-"
- 32
, H
27
20'
4
5
3
3
32
H
18'
3'-9"
7'-3....
22
1 g'
22
8'-10..
38
H
25,
7'-6"
38
H_
25
-13'-9„
38
H
28
FOOTNOTE:
HEADER AND OR MIN. NO. OF POST
3'-7"
- 7.'-0"
38
H
rwo
38
H
22
3$
H
26'
�QFES$
Q
"
38
H
26
13'-4"
38
H
28
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
3'-4"
6_1 0"
•8'-7'
"gyp,
,®
_
;`( 101
� OR LESSER MUST BE USED
FOOTNOTE:'
�
COL. TYPES D-1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
S
Z
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
NOTE:
-~
' :,
�
,+.7948
FOOTING SHOWN
REPRESENTS
LENGTH OF
,No.
�
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
SIZE
Exp.
e
}
FOOTNOTE:
"SAMPLE'
WHERE SLAB OCCURS, CUBED FOOTING
BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. `
C1
11
FIGURE
INDICATES EXPOSURE B1:::4
FIGURE INDICATES EXPOSURE C
MAY
ALTERNATE FOOTING TABLES' '
O
-
ADDITIONAL FO)TNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C
SEE
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING -
1pATl0 COVER SYSTEM AS MFG BY:
DRAWN BY: K.K.
TOM CAMPBELL'&
ASSOCIATES, IN
LAT IN
POST SPACING TABLE
LIVE LOAD
10 20 8 30 psf
DURAIUM PRODUCTS, INC. '
�• r
DATE: 51052009 _ .
...
_
COMMERCIAL
AND RESIDENTIAL STRUCTURAL E GINEERING
F. REESTANDING
AN ATTACHED
HORIZ. WIND =
'
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30
pox ena_+F+c olP�nd.�l,,..,
SCALE: NONE
RANCHO
CUCAMONGA, CA (951)
7 1.2107-
90.100 8110 MPH
ra+a+as�.�m+
REVISED BY: K.K. & D.P.
-
10# L. L
<
(7 m
I -O OUV5
Q
� 0
4' 17'-0"
5' 13'-7"
6' 11 '-4"
d
Q
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
6-9"
6-2"
5'-8"
5'-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ. STEEL
TOM CAMPBELL 8 ASSOC 14 iwmm— LATTICE
BEAM
NOTE:
DBL. 3"x8"x.042"BEAM
FOOTING SHOWN REPRESENTS LENGTH OF
-I-
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
EACH
DBL.2"x6.5"x.032"
WHERE SLAB OCCURS, CUBED FOOTING SIZE
BEAM
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
Exp. 3
3"x " BEAMw/INSERT
HORIZ. WIND =
SEE ALTERNATE FOOTING TABLES `
SHEET 26 OF 30
CWT in ❑na ATTArHFn z sHT 9d POP FRFFSTANnING
ire
FOR
ATTAGHED
PATIOS
OR 3'x8'
BEAM
¢=
91-
00
MINIMUM
TYPE
NO.
D
OF
FOOTNOTE:'
POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT,
POST
TYPE 1
POST TYPE
2
MAX.POST
SPACING
SPACING
SPACING
SPACING
m §
FTG.
MIN.
FTG.
FTG.
MIN
FTG.
FTG.
MIN
FTG.
FTG.
MIN
FTG.
EXP.13
EXP. C
EXP. B
EXP. C
(IN.)
POST
TYPE
(IN.)
(IN.)
MOST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
14'4"
32
G
17
19'-2"8
39
G
21
16'-4"
34
G1
20
29'-11"
39
G
23
61
2
2
2
2
5
32
G
18
17'-216,-6..
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7.
2
3
2
2
13'-4'.
12'-6"
32
G
19
15-8"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
8-
2
3
2
2
29
G
19
14'-6'>l34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
y.
3
3
2
2
13'-1"
10'-10"
29
G
20
13'-7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10•
3
3
2
2
10'-3"
29
G
.20
12--19>"
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
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'-9"
34
H
24
16'-0"
34
H
28
16'
4
5
3
3
-10"
32
H
23
9'-119 ,6„
34
H
26
g _5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
7'-8"
32
J
239-7
34
J
26
8'-2,
34
J
24
14'-11"
34
J
29
18'
5
6
3
3
7'-5"
32
J
23
9.4
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29
19,
5
6
3
3
'_11"
7'-3"
32
J
24
9 1
34
J
27
7'-5"
34
J
25
14'-1"
34
J
29
20•
5
6
3
3
8'-8'
FOOTNOTE:
HEADER
AELOUIRED
7'_0
38
J
24
8'-10"
8.5��
39
J
27
7'-0"
39
J
25
13'-9"
39
J
29
OWABLE
AND OR
SPACING
SLAB
MIN.
MUST
SPACING
NO. OF POST
EXCEED
6'-10"
38
J
24
8'-7"
39
J
27
�, 8„
39
J
25
13' 4"
39
J
30
OR LESSER MUST BE USED
FOOTNOTE:'
COL. TYPES 0-1 =.024" SIDEPLATES, USE ON CONC. 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.
r
TOM CAMPBELL 8 ASSOC 14 iwmm— LATTICE
LIVE LOAD =
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
-I-
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
EACH
CD �.,
N"
WHERE SLAB OCCURS, CUBED FOOTING SIZE
'
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
Exp. 3
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHED
HORIZ. WIND =
SEE ALTERNATE FOOTING TABLES `
SHEET 26 OF 30
CWT in ❑na ATTArHFn z sHT 9d POP FRFFSTANnING
ire
OR LESSER MUST BE USED
FOOTNOTE:'
COL. TYPES 0-1 =.024" SIDEPLATES, USE ON CONC. 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 8 ASSOC 14 iwmm— LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
10, 20 a 30 psI
DURAL ,PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
g0. 100 8 110 MPH
la1A� esu -7m1 Fox ani.1510 eoloclnlAunbim --