09-1260 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 09-00001260
Property Address: 81685 -RUSTIC CANYON DR
APN: 764 -280 -999 -35 -300237 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: . MEDIUM HIGH DENSITY RES
Application valuation: 6850
Applicant:
Tit!t 4 4v Q"
Architect or Engineer:
PJA
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011,
INSPECTIONS (760) 777-7153
Date: 12/10/09
Owner:
GEORGE CLOHESSY
81685 RUSTIC CANYON
LA QUINTA, CA 92253
Contractor:
LA QUINTA PATIO C P �;
40133 CALLE LOMA 1 RADAiE'' 10 2009
BERMUDA DUNES, 9 203 U
(760) 863-4335 C17-y0Fi.,AQUiEJ
Lic. No.. 449379c_„__ T/{
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION ,
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 Ic mmencing with 1 hereby affirm under penalty of perjuiy one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Cod , nd my i ,ense is 1 II force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C51Li o.: 79 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
d issued.
Date: /1 . /1� x actor: 1 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
OWNER -BUILDER DECLARATION insurance carrier and policy number are: '
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier SOUTHERN INS Policy Number WSII002541901 ,
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California, -
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should ecome subject to the or rs' compensation pr , ions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 37DO of the Labor Code, 74�hwit h com w hose
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 1$500).:ate:l pplicant: 1
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and V'
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000).. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however„ the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.). APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit -subject to. the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractorls) licensed 1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
( 1 I am exempt under Sec. , BAP.C..for this reason the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
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
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 infoR,perethoriii
agree mply with all
city and county ordinances and state laws relating to building construresentatives
of thiscoter upon the above-mentioned prope pec
�` �" B�ign re (Applicant or Agent):
Application Number 09-00001260
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 90.00 Plan Check Fee
58.50
Issue Date . . . . Valuation . . .
. 6850
Expiration Date 6/08/10
Qty Unit Charge Per
Extension
BASE FEE
45.00
5.00 9.0000 THOU BLDG 2,001-25,000
45.00
Special Notes andComments
INSTALL 2 ALUMAWOOD LATTICE SHADE
STRUCTURES (515 SF.) PER APPROVED PLANS.
2007 CODES
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.69
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 1.69 .00 .00
1.69
Grand Total 150.19 00 .00
150.19
LQPERMIT
Bin #
Plan Check submitted
City of La Quinta
Plan Sets
Building &- Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Permit #
Plan Check Deposit
Quinta, CA 92253 - (760) 777-7012
1La
pa
Building Permit Application and Tracking Sheet
Project Address:'
(J s (iet+/U yo Al
Owner's Name: (5! -,ED kG"G LCA IfESS i
A. P. Number:
Address:,5r"/,/ S S� T'�e, S ' / e C -ti Y, •'V
Legal Description:
Co�truction
City, ST, Zip: U!,4 -r 771- e�'` QZ-Z Sy3
Contractor:
L -)CSD - Telephone: ?
Address: 40 - (3 3 CI+LL L`
L- 0 /4 A N TR S Project Description:
City, ST, Zip: 1 /UV 1 O C- A- , qac O 3 s4LvlLIA ft: SFh4-�c ST/2ucj c�,�
Telephone: 7 (00 - S 7 4( -q/ 0
Li# : -q -q cl 3 7 /
SFAddress:
City Lic. #: �%�j % (p s Tfl"� l�nJ ''v b
signer:
/V ? � 412,b
Grading plan'
Called Contact Person
Called
Construction Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
w p L- F Sq. Ft.: ��(S # Stories: #Units:
Person: bZ % :1
Name of Contact /r}-
-1(j _ S� C� _ 3 Estimated Value of Project. -7 4c . lJe�
# Contact Person: / p �
Telephone of
S.M:.I.
Grant Deed
APPLICANT: DO NOT WRITE BELOW THIS LINE
a Submittal Req'd
PERMIT FEES
Recd TRACKING
T•tal Permit Fees
Plan Check submitted
Item
Plan Sets
Reviewed, ready for corrections
Plan Check Deposit
Structural Calcs.
Called Contact Person
Plac Check Balance
Truss CAM
Co�truction
Energy Caies.
Plans bricked up
Plans resubmitted
Meahanicai
Flood plain plan
Review, ready for corrcctioiWissue
Electrical
Grading plan'
Called Contact Person
Called
Plumbing
Subcontaetor List
Plans picked up
S.M:.I.
Grant Deed
Plans resubmitted
Grading
HOA Approval
Review, ready for corrections/'issue
De+eloper impact Fee
IN HOUSE:-
Called Contact Person
A.I.P.P.
planning APP roval
Date of permit issue
Pub. Wks. Appr
School Fees
T•tal Permit Fees
TOM CAMPBELL &ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
May, 7, 2009.. -
Building. Official.
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio, Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid, roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. OF07-0674 and containing my profes-sional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05.
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM=01 and ADM -05.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction "
of the"approved patio cover must be in accordance with the attached standard plans
as approvedby the local'authority having jurisdiction.
Please contact -me at (951) 74172107 or at should you,
require additional information. E
Sincerely, ����� �•
CD �
ho. 3
Exp. 3J
Tom Campbell, PE CNk
C� CAL�F�
Site Information
Owner's Name UrCJ ��7
Address
Cityrrown 6 (% L nI (-A
-
State Ca cl Z 3
'16
PLAN VIEW
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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL'CODE=2007=C-AL-IF.ORNIA BUILDING CODE,
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS-FOR-BUILDINGS-AND-OTHER'STRUCTURES AND THE 2000-&-2005_ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE. ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND UIHEU I I HE WURK AND SHALL BE SULLL t Ire3rON3161LE FOR ALL C0143TRUCTIO14 to1G"d10,
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 NTH 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 NDTH (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.
Lu No
� 5
C�
of rAA
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 BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
NU I tJ: ALL I.UIVIt'UINtIN
I J tAMr- Iry I C:MUrlrvvUr_MDI_r_
UINLCJJ v r i
PATIO COVER SYSTEM AS MFG. BY:
DRAWN eY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10. & 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
HRIZ. NAND =
8289 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
an +nnx++n MPH
ra+a" es�.�m+ pnx ena-+S+a cnlo�+A, vat„m r.,m
REVISED BY, K K 8 D P
RAFTER, SES TABLE - - OPEN LATTICE TYPES, -
iFOR SIZE
OR SIZING
RAFTER, SEE TABLE
' - AN
AXSCHEDULE
FX/ST NOTE: THIS OPEN LATTICE -TYPE STRUCTURE M. PROD.
MAY NOT BE ENCLOSED OR COVERED. SEE
EXISTING BL/(D • .
v `.
- - SEE SCHEDULE
S`I<O/NGE
RAFTER, SEE TABLE
-
MAX. O.H. -
?,S- 25% OF SPAN o'
\
\
FOR SIZE
AND SPACING
�OpPaY
O
OS
�S
q0' GG
O pp VERY 25% .O.H.
F SPAN
aS
' STSpgyG
- POST �HEIGHT
' SEE SCHEDULE
6.0.-C'-
HEIGHT
SEE CHEDULE
,POST
LENGTH OF STRUCTURE VARIES
•
-
POST WITH SIDE-
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
OV R
. SFF
IIVIIIIWIIII
-
'
�BpFCIA•G
SLAB ATTACHMENT
pFST
SF
POST WITH SIDE -
TAIL
1/2"
WHEF E
TgepgC/V
NOTE: EACH COMPONENT IS INTER-
p MAV BE USED
SFTspgq
(E
ZA'
CHANGEABLE WITH ANY*OTHER
COMPONTENT UNLESS O`_ RWISE SHOVdN,
I sEE CHEDULE
geCF bG / fes/ y
eO
OTE: EACH COMPONENT IS INTER-
B ATTACHMENT
p16 SED WHERE
SF
`-
FOOTING -V MERE REOUIREo
FO�OTINGC
GEABLE WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
FT SpgC/ I PERMITTED.
SEE SCHEDULE
OPEN LATTICE-TYPE'PQTIO COVER
��ESCHED.FOR
NOTE`THIS OPEN LATTICE,TYPE STIR //rr
FOOTING WHERE REOUIRED.
R B SIZE
SEE SCHED. FO FOOTING CU E
LE: N75
_
�i MAY NOT BE ENCLOSED OR- r PC.7 j�: 1..e
_ ��"TYPE
%"
•
"F" ATTACHED MULTISPAN. LATTICE STRUCTURE
TYPE "E" ATTACHED SINGLE SPAN- ;:LICE-STRUCT
-"-
• 1 t
f1
�2p A �A1 ' O �]o,'�
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
.
W ~ No. 37
48 q�1 e I `� L v
• y �
MAX. PROD.
. SEE SCHEDULE
MAX. PR J.
.RAFTER, SEE TABLE SEE SCHE U E
- FOR SIZE
CT-
NOTE: THIS OPEN LATTICE•TY E_1_ OF
MAY NOT BE ENCLOSE L e„Y % EKED.
_ ..
AND SPACING
_
RAFTER, SEE TABLE
Lp CIVI
FOR SIZE
��' AND SPACING
O H
?'SOp A- MAX 25% 6F 6PAN
O'H
pOSTOVER
•-SpgC�1,GC
_
•
.S l. MAX. O.H.
OVFR25%OF SPAN
-
'
STSp�G
•
• OST HEIGHT.
-qC/NG
.
_
• SE HEDULE
_
OST HEIGHT
SE HEDULE
11 OG
(�
16
0L.rR�Mq,1-
16
LENGTH OF STRUCTURE VARIES
'L'G
.--
O
V�N
_
q
POST CROSS-SECTI
LENGTH OF STRUCTURE VARIES
' p
S
SEE POST DETAI
POST CR SS -SECTION,
DET L
FTgS<FO61'G
SPOFSTSp
•SEE POST
-
-
°oS MAV a USED
Tq (FC/ (,
9 N
!�
3 1/2' SLAB
BE USED
NOTE: EACH COMPONENT IS INTER-
SFF T sp TO CONSTRAIN
MAY
TO CONSTRAIN
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
T,y6 qC/,y FOOTING, SEE
l\
<E G SCHEDULE
NOTE: EACH COMPONENT IS INTER- -
p
0 FOOTING, SEE
SCHEDULE
SFFCHANGEABLE
VVITH ANY OTHERTge<F�ING
.
I`•
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
r
A '
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
-
"G"
LATTICE STRUCTURE
TYPE."H" FREESTANDING MULTISPAN
L TTICE STRUCTURE
TYPE FREESTANDING SINGLE.SPAN
i LIVE LOAD=
OPEN LATTICE 10, 20 & 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DRAWN BY: K.K. TOM CAMPBELL& ASSOCIATES, INC.
DATE'. 5105009,
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
_
STRUCTURES' HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
- SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90.100 & 110 MPH
/R1R1 dF7-7n91 FAX dna-1F'Ip calec�lr6 iraLw rnm
REVISED BY: K K. & D P.
-
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25% —
OF SPAN
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12' (C
FOOTING WHERE REQUIRED _/
SEE SCHEDULE FOR FOOTING CUBE SIZE
"A"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
0
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES _
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SOLID PANEL TYPES
POS_ T AND AT END BAYS
NOTE: EACH COMPONENT IS I
CHANGEABLE WITH ANY OTHI
COMPONTENT UNLESS OTHEI
ENGTH OF EXp I
STRUCTURE
CIVIL
(Mqy NOT 9EENCCOSEp� \\
POST
OPTIONAL: CANTILEVER BEAM
OA
SL
SCHEDULE
SEEOR
ACIN!
LIVE LOAD =
10. 20 & 30 psf
POSTS
SEE SCHEDULE
NOT
DATE: 5/052009
ALTERNATE:
25/ Ops ExC
SPq/V EED
HORIZ. WIND =
SINGLE POST
SHEE=OF30
SEE SCHEDULE
RANCHO CUCAMONGA, CA (951) 741-2107
OF SPAN
P ST D AT END BAYS.IS
�—
FOOTING WHERE REQUIRED Cr'
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
rr,rrn rn nlnlnl/� XAnr-A KI-rll C\/CD nDTInKi
ATTACHMENT CHANNEL
DRAWN BY: K.K.
ALUMINUM
SEE DETAILS —�
LIVE LOAD =
10. 20 & 30 psf
ROOF PANEL MIN. 0.25" SLOPE PER FT.\
SEE SCHEDULE
DATE: 5/052009
FOR SPANS
STRUCTURES
HORIZ. WIND =
0.
SHEE=OF30
"O.H" NOT TO EXCEED 25
RANCHO CUCAMONGA, CA (951) 741-2107
OF SPAN
ra1F� aaa�m� cax an:+-+F�a jai=gym, ���ai��m rim
REVISED BY, K K & D P
U
SEE DETAIL FOR SPLICE
S OSS SPAC/A/G
=
SQ. POSTS, SIZE VARIES
CH61)
2
3 1/2" SLAB ATTACHMENT
N
MAY BE USED WHERE
ALTERNATE:
PERMITTED.
SINGLE POST
SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
TING WHERE REQUIRED _/
SCHEDULE FOR FOOTING CUBE SIZE
MM 0 6 2009
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT.
EE SCHEDULE
FOR SPANS
SS
O.H .$PF
SPAN
"O.H." NOT TO EXCEED 25
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS. SIZE VARIES S ESCHED LES
3 1/2" SLAB
MAY BE USED ALTERNATE:
TO CONSTRAIN --I' SINGLE POST
FOOTING, SEE SEE SCHEDULE
SCHEDULE
�o"STH OF T
THP RHoJECT/ply F ENSS OS NES
OPTIONAL: CANTILEVER BEAM
SEE SCHEDULE FOR
POST SPACING m
25 H OO-!o III I�
'NOTEWdO SPLICE AT
POST AND AT END BA
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
CEA/GTH OF ST
.H. RUCTURE VARIES
( MAY NOT BE ENCLOSED
SEE SCHEDULE FOR
Pt ST SPACING
l 1, NOT
OFtp' xCEEO
SPLICE ITHIS
AT END VYS.
FOOTING WHERE REQUIRED ---/ 6/
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.
TYPF "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID PANEL
LIVE LOAD =
10. 20 & 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5/052009
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEE=OF30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 & 110 MPH
ra1F� aaa�m� cax an:+-+F�a jai=gym, ���ai��m rim
REVISED BY, K K & D P
RAFTER SPANS FOR OPEN` LATTICE COMMERCIAL & PATIOS.. 90/100/110 MPH EXPOSURE B & C
..;i r i T.
3.0" B.O..
—0142, R r y
042..
024. <L J f
—a 032" � / 024"
.042" I� / —� � ..032" ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 ' U 1 No- 37948 - • ' i OR EQUAL -
• OR EQUAL _ 1 - - _
ALUM. ALLOY 3004-H36
< SEE -NOTE -BELOW G' '� OR EQUAL SEE NOTE BELOW
– _._F o 3 x 8" RAFTER
o a�
2 x 6 1/2"RAFTER��-.DBI: 2-x-61112" RAFTER U o
=90, 100 & 110-M'PH I, �' �' m ci 90, 100 & 110 MPH - l.L.= "T' m Q 90 & 100 MPH 110 MPH
o EXPOSURE B & C r / (PSF) N. N 6 (PSF) (IN.) N o EXP. B & C EXP. B EXP.0
o EXPOSURE B & C
– f 16„ 21, 1„ r 16„ 28,_5„ 28,_5„ 27,_8„
16" 14'-11" 024 042
24„ 23,_2, 23,_2„ 22,_6„
12,_2„ .. � 10 24" 17,_2.. 1 p t
16„ 20,_1,. 16" 28.6., s _
032
10 032 24 24" 2g._3..
16' 24'-10" 024 16" 15-3„ 16" 20,_6„ 20,_6„ 20,_6„
.042 .042
24" 20,_3" 20 24" 12.5„ 20 24" 16,_9„ 16,_9„ 16.9„
�.� 16„ 20,_7., _
.032
24" 16'-10"
16" 13'-9'16" 18'-6" 18'_6., 18'-6"
.024 .042
30 - 24" 11'-2" 30 24" 15'-1" 15'-1" 15'_1"
.092
16" 18'-6"
�
24" 15'-1"
*NOTE: SINGLE RAFTERS SPACED 16.O.0 MAYBE USED 'AT 32" O.C'WHEN-DOUBL'ED
t AND SINGLE RAFTERS SPACED 24 O C MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
.024
16 10-10
24" 8'-10"
20
.032
16" 14'-7"
24" 11,_11„
DATE: 5/05/2009 ,
.042
16" 18,_0„
24" 14'-8"
O.H.
.024
16" 9'-8"
24" 7'-11"
30
.032
16" 13'-1"
24" 10'-8"
rO42
16" 16,_2„
24" 13'-2"
.032
24" 16'-10"
16" 13'-9'16" 18'-6" 18'_6., 18'-6"
.024 .042
30 - 24" 11'-2" 30 24" 15'-1" 15'-1" 15'_1"
.092
16" 18'-6"
�
24" 15'-1"
*NOTE: SINGLE RAFTERS SPACED 16.O.0 MAYBE USED 'AT 32" O.C'WHEN-DOUBL'ED
t AND SINGLE RAFTERS SPACED 24 O C MAY BE USED AT 48" O.C. WHEN DOUBLED.
PROJECTION
SPAN
O.H.
n
=TRIBUTARYTRIBUTARY= `
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
-TRIBUTARY
WIDTH
TABLE
LIVE LOAD =
CLEAR SPAN
(FT.)
DATE: 5/05/2009 ,
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
-
•'• 10, 20 & 30 psl
O.H.
'6 7 8-
9 10
- 11 12 1
13
14', 15.
16 1
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'
— — —
— 7-11
1 11
12
12 13 1
13
14
14
15 1
15
16
n
=TRIBUTARYTRIBUTARY= `
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
'DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009 ,
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
-
•'• 10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND = .
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 7 OF 30
-
REVISED BY, K K & D P -
-
-
90. 100 & 110 MPH
/G1R1 dr7_7M1 Fdy d11.'1_1fi10 camcnd„mi„m rnm
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
-IZ X J IIZ VV I -MINI -L
L.L.= PSF
90- MPH
24"
110 -MPH
10
#14 S.M.S.
24" TRI -"V" PAN
#14 S.M.S.
L.L.= PSF
90- MPH
#14 S.M.S.
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
REVISED BY• K K R D P
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
-IZ X J IIZ VV I -MINI -L
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
Cv1AY U 6 7009
NU. 37948
Exp. 1�
cl'v
1
0„
L.L.= PSF
90- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10, 20 & 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURA LUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951)741- 2107
90. 100 & 110 MPH
MAI asz-7m+ anx anti+cm' aal>�nn, iralum n��+
REVISED BY• K K R D P
HANGER CHANNELS AND MOUNTING BRACKETS
1.50"
ALUM. 3004-H36
O6 "
1.50" 202„
t= 0.04' .010"X90" DIA. 414 SMS @ PANEL
LOCKS OR #8 SMS
.281" AT EA. CONTACT 20
CONTINUOUS A- RAIL
RE OCCURS)
WALL FASTENERS
SEE TABLE
o WALL
FASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.�c
ALUM. PANEL 2x 0
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
.25"R
ALUM.ALLOY ROOF PANEL (WHE _
6063-T6 ALUM.ALLOY
6063-T6 ALI IM A1.1 OY
.060" I 1 500" B #14 SMS @ EA. CONTACT w
6063-T6
EXTRUDED HANGER CHA NEL WALL CONNECTION O I.R. HANGERi
EXIST. EAVES, RAFTER
EXISTING EAVES_
EXISTING EAVE CONNECTION ( 2
WIND
DESIGN
1
2,740"
T=.060" -
WALL FASTENERS
SEE TABLE
w
A=3/8"O x 1 1/2" @ 12" O.C.
zz
B=3/8"O x 1 1/2" @ 8" O.C.
w<C=7/16"O
x 1 1/2" @ 10" O.C.
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
D=7/16"O x 1 1/2" @ 12" O.C.
AT 2x FASCIA
W/ SIMPSON A35
E=3/8"O x 4" @ EACH STUD
AT WOOD STUD
16" O.C.
F=7/16"O x 4" @ EACH STUD
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
LL=10 LL=20
LL=30
LL=10 LL=20
LL=30
LL=10
LL=20 LL=30
A BorD
BorD
E E
E
J
J K
BorC BorD
BorD
E E
E
J
J K
D BorD
BorD
I E E
E
I J
J K
w
A=3/8"O x 1 1/2" @ 12" O.C.
zz
B=3/8"O x 1 1/2" @ 8" O.C.
w<C=7/16"O
x 1 1/2" @ 10" O.C.
I_
ON
D=7/16"O x 1 1/2" @ 12" O.C.
LLF~
E=3/8"O x 4" @ EACH STUD
1
F=7/16"O x 4" @ EACH STUD
:W (SEE NOTE BELOW)
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE?
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
•HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #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
�10# L.L.=(2)#14 5M5 tA. JIUt
1 1/2' _20#/30#L.L.=(2)#14`SMS EA-.,SIDI
� U -BRACKET ��
TOM CAMPBELL & ASSOCIATES, INC.
ALLOWABLE DECK / RAFTER SPAN
---
t2"x61/2"OR
EXIST. RAFTER
5" MIN. 3" x 8" ALUM.
I
RAFTER
I
1
AND BRACKET
RAFTER SIZE
SPACING
OVERHANG (L)MT-O"4'-6"
MAY BE MOUNTED
BELOW RAFTER W/
20
LL=30
ATTACHMENTS
90. 100& 110 MPH
rain e57.7m1 Fnx en:�151a calnerilr4valnm r..m
1 _6„
10„
9'-3"
2„ x 4„
FULL OR
16" O.C.
2,-0"
"
5'-10"
V-6"
"
5,_6„
2,. X 4„
FULL
24" O.C.
2, 0.,
"
3,_0„
2"x6" FULL OR
24" O C
2'-0"
0"
9'-6"
2"x8" NOTCHED
2"x8" FULL
24" O.C.
2'-0"
29,_3„
257-0"
16-9"
jj111
1
tt
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
�10# L.L.=(2)#14 5M5 tA. JIUt
1 1/2' _20#/30#L.L.=(2)#14`SMS EA-.,SIDI
� U -BRACKET ��
TOM CAMPBELL & ASSOCIATES, INC.
2 EACH 7L16"0 x 3-1/2" LAG SCREWS L.L.=20
(3)-fl14x9 2EW.S. )#14z1 3/4"
(2" MIN,PE�NETRATION INTO PATIO COVER
---
t2"x61/2"OR
PATIO COVER SYSTEM'AS MFG. BY:
DURALUM PRODUCTS, INC.
5" MIN. 3" x 8" ALUM.
I
RAFTER
I
1
AND BRACKET
- _ /4_OR 1 1/2'_
"--,.EXISTING WOOD STUD FRAMING � EAVE
APPROVED 3" OR 4"
INSUL. ROOF PANEL
Y a 6 2669
W
N
O
O
O
-O
A
N
O
0
0+-14 SMS T86
AT 12" O.C.
P3/16"
8•, 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
O PROTECTION, METAL FLASHING
O r CAUCK JOINTS AND SLOPE
1 TO DRAIN
TYPICAL BRACKET AT EVERY 2x
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
2,1 OR 2,8 LEDGER
(2
EACH,1/4" 0 x 3-1/2" LAG SCREWS L.L.=10 sf /J
AND
TOM CAMPBELL & ASSOCIATES, INC.
2 EACH 7L16"0 x 3-1/2" LAG SCREWS L.L.=20
(3)-fl14x9 2EW.S. )#14z1 3/4"
(2" MIN,PE�NETRATION INTO PATIO COVER
EXISTIN8-WO STUD)
PATIO COVER SYSTEM'AS MFG. BY:
DURALUM PRODUCTS, INC.
r -_RAFTER TO
-WALL CONNECTION 3
NOTE: PLACE "SIKA FLEX" OR SIMILAR
DATE: 5/05/2009
E
MATERIAL BETWEEN BRACKET AND COMP.
AND BRACKET
SHINGLE ROOFING TO PROVIDE SEAL
NOTE: BRACKET
O BRACKET CONNECTION
MAY BE MOUNTED
BELOW RAFTER W/
SCALE: NONE
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD=
10, 20 & 30 psf
PATIO COVER SYSTEM'AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
E
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90. 100& 110 MPH
rain e57.7m1 Fnx en:�151a calnerilr4valnm r..m
REVISED BY, K K & D P
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT
DETAILS
3.00"SQ.
_ 024"
.032"
#10,SMS
'@24"&C.
_ I 3.00" SQ.
I y11 0 — I~
3.00" SQ.
'I I~
o d—�
^
�
O /
G =3" Q.xt=.188'�I�
H=3"SO.xt=.250'�I
/
EA. SIDE
/
J
075"
` IJI1 F_
c d//
J=4"SQ.xt=.188'
14"R
040" ALUM.
K=s"sQ.xt=.tasll
1—
.032"
TYP.
.04 8"STEE L
28"
3 0 4 0" OR 5.0" f
O
518',PL'ASTIC
LUG,._
r
3" SQ. ALUM. POST -�
�3" SQ. ALUM. POST
WITH SIDE�PLATES OD
3 ALUM. P ST
MAG POST
3" SQ. ALUM. POST
SQUARE
STEEL POST
AL M.A 3004- 36
3" SQ. STEEL POST
_
ASTM A36 GRADE 40
ALUM. ALLOY 300,4-H36
ALUM:-ALLOY.3004-H36—J
ALUM. ALLOY 6063-T6
A A653 RAD 4
ALUM�ALLOY 3.00" OR
2.0"
6063-T5 2.40"
/ 1.375"
TL7/16" OJHOLE .56"2 FLANGES
75"
2.5"0 STM GRADE 36 STEEL 1.125
0
1.60"
75" .75" BASE FLARES
.157"— -- — TOWIDE EA.
TYP. SIDEE OF FLANGES
1.50
USE FOR 3" 1� 75, }
INSTALL WASH. PLATE
1%" x 5/16"z 5Y2" WHEN USING 090 TYP.
POST ONLY s.so" (L 1-7/16"0 HOLE
IN 110 MPH WIND AREA
& 2-3/8" HOLES
2- s/ts^m HOLES TYP. EA. SIDE
.090"-BRACKET•FOR 3"POSTS.
t_ALUM_T—" BRACKET
STEEL "T" BRACKET 5
T=.060" TYPE --=
�3 -3/8" LAG SCREWS OR
MAY Q 6 '1.999
4;-1/4" LAG SCREWS
(2.5" PENE. INTO EA. STUD)
FES
3 6
6"
Q
Q
3„
w -�
Z ;
w ~ �
;
Or- No 7948
1
1 Exp. 3
C �.
ALUM. ALLOY
OF CAU
6063-T5
3" x 8" ALUM. RAFT. BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET
_
"H" BRACKET
DRAWN SY: K.K.
DATE: 510512009
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN/
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
10, 20 & 30 psl
H. AN
V110 =
DURALUM PRODUCTS, INC.
8269 ALPINEAVE..E.. RAM
8269 ALPINE SACRAMENTO, CA 95826
CA��.al��„-,�,�
REVISED BY' K K R D P
100
90. 700 8 MPH
dfL' ATO.
SHEET 9 OF 30
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
- �M
POST TYPE 8,C.0, OR E.
�cSTEEL POST ONLY:
"T" BRACKET
@ 3"SQ. POST W/
STEEL.'T'BRACKET USE WITH
POST TYPE B,C,D,E,F.G,H,J OR K.
3" SO. POST ALUM.'T"BRACKET:
��' I USE POST TYPE
I � F, G, H, J OR-K
I
(3)-518"O BOLTS
FOR POST TYPE J
3"SQ. POST (2)-#12 SMS EA.
SIDE OF POST OR
USE (2 -318"0 HILTI
KWIF<�OLTS OR EQUAL
i i
4 5
�()
1/4" M.B. THROUGH
STEEL."T"BRACKET:
KW K
USE (2)OR
112 DEPTH OF 1
TIN
FOOTING OR
2 ,-1/2"0 BOLTS 16"INSERT
FOR ALL OTHER
x 881,
POST
SEE NOTES BELOW E UALHILT
BOLTS OR EQUAL
I I
12'� EMBD. I I
CONDITIONS 4 5"
TM A3�
(2)-3/8"0 HILTI "KWIK"'
(2" MIN. EMBEDMENT DEPTH
,I/ �:: I I ; •
/mm R
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
+ ':: I � '� ;
T.O.C..�
BRACKET TO SLAB.
.'• ; I I
MINIMUM DISTANCE TO
"SQ.BASE PLT.
EDGE OF SLAB = 2-1/2"
d
ASTM A572 STEEL
V
DE TH A
�' =
3/16"
,t SLAB SHALL BE IN
p POURED CONCRETE
H cn
'• '•
_
GOOD CONDITION
FOOTING SEE NOTE
'• . . ,:. w
r3" SQ. POST (STL.)
3 1/2" MIN.
FOR SIZE
SEE FOOTIN
(1)-1/2"OM.B. .' '
x9":,LONG, 1" SQUARE
OR FLUTED
OR 4" SQ. POST (STL.)
SCHEDULE QUAR
FROM END SEE FT.GS,
INSERT
SLAB__ O7
OF ?OST SCHED.
i— -�'�
SQUARE POST EMBED.
_
PL.5/8" fHK.
_EXISTING
--_.
_ _3" SQ. POSTS TO CONC. O
INTO FOOTING O
1 1/2" g•' 1 1/2"
WELDED STEEL BASE PLATE
ATTACHED
ATTACHED ONLY
NOTES:
BASE PLATE SCHEDULE
ALTERNATE FTG.
FOOTING & ANCHOR BOLTS
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 SM.
W/INSERT, MAG. BEAM, 4" OR
7" I-BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2" X
X" X 0'-5K" AT STEEL "T'
8}2ACKET.
0 67009
9" SO. x 5/8" B. C. D. F. G, & H
CUBE SIZE SQ. 18" DEEP CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20" 21" SQ. 12
23" & 24" CUBE
(2)-1/2"0
3 1/4"
22' 25" SQ. 16"
25" - 30" CUBE
(4)-1/2"0
3 1/4"
24" 28" SQ. 20"
26" 32" SQ. 23"
31"-34"CUBE
(4)5/80
4"
FREESTANDING
3. POST TYPE F 1,lAY
DO NOT USE STEEL "T'
BASE PLATE ANCHOR
28" 35" SQ. 25"
35" - 39" CUBE
(4)-3/4"0
4 3/4"
BRACKET W17" I-BEAM.
e�OFESs/O�
Q
�� �✓'�' �'/� " `�(! ,
COD .�
rn
w N0.37948
EXp31
30" 39" SQ. 28"
BASE PLATE
ANCHOR BOLTS (SIZE &TYPE )
32" 43" SQ. 30"
40" - 42" CUBE
(4)5/4"0
4 3/4"
9"x9"x 518"
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR-1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH )
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" SQ. 39„
42" 64" SQ. 41"
44" 69" SQ. 43"
^
CNS �f
' CUBE FOOTING Wl3 1/2" SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS.MFG. BY:DATE.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACLUMN
E MOUNT
10, 20 & 30ps1
DURALUM PRODUCTS, INC.*�
SCALE: NONE
SCALE: NONE
REVISED BY* K K R D P
RANCHO CUCAMONGA, CA (951) 741-2107
-
AND EMBEDMENT
HOW. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
11-ImA.11-1mi
-
-
^•90. 100 & 110 MPH
FAY AfYL1PrIA calac(nldnalnm mm
SHFFT 10 nF 3n
HEADER BEAM TYPES .& ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP. GUTTER EXT. CLIP
3.100" SQ.
2.00" SPLICE WHERE �1 •0 I�
1 79" OCCURS SPLICE WHERE SPLICEOCS WHERE
- � OCCURS
a.6" — 075..
(0 T 73" 2.57" 4.6" TYP. TY14"R
2.19" 2.04' _ •TYP. —yam -
065"
2.04" TYP.
2.08" 065"
T P. 3.0' .28"
11 2.93" a.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
3.. _I 6.5" � 3" � � 6.5"
2 MAX. 2"
�- .042"
SPLICE
WHERE 4" SPLICE WHERE '024 6.0"
OCCUR�J_LOY7
0„ OCCURS y �— .032" r 032„
P. .042"
110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
ALUM.ALLOY ALUM.ALLOY OR EQUAL
6063-T6 F 6063-T6 J J O
4" I - BEAM��fO 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
1
/ ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3" 6" „
r
[—MAX 3 .625 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM t
I —► � .042"
j $„ .042• T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
j 7.875 ASTM A653 GRADE 50 SEA olko�h
/5 „ w ~ No. 3 948 r
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 I
OR �E iAL s �f/ OR EQUAL O 2L.875" I -� N EX !
0 3 x 8 BEAM W/ STL:�INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
O P
`�---- STEEL INSERT CIVIC- P
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10,2083,';
DURALUMPRODUCTS ,INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVIRED'BY: K.K. 8 D.P
90. 100 8 110 MPH
1QIS% A57.7ml PCX AMA.SlQ <aloc/nlr4,rnlnm ��,,,
BEAM TO POST CONNECTION DETAILS
L
ALUM. OR HARDBORD) - •" - -.
3" x 8" x .042" BEAM,
3" SQ. STEEL OR 2)-#14 S.M.S. EA. SIDE (4) -TOT:
MAG BEAM. #14 S.M.S. TOP 6 BOTT. (2) -TOT.
1/2" S.M.S. EACH SIDE OF 3" ' ,. #14 x 1 /2" S.M.S. TOP Y
ION'
ST (4 -TOTAL) & BOTT. (2) -TOT. 1 1/4": _
NATE: 1/4"0 BOLT W/ WASHER • -
DE OF 3" SO. POST -
ROOF PANEL 4"- 6 1/2"
1. 1U - tXOIHUOUEU D 10 CW
I g �' " y AT ALUM. BRACKET X
.75 ' Ob 150.1 - - (4) -#14 -SDS @ EA: SIDE FASCIA -
-+ I TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C. _
3.. SO. POST - - . _ �• --
2.35'. 2„
6 1/2"x2"x
.024"RAFTER • •'
2-04 x 12" S.M.S. EACH SIDE OF 3" -
SO. POST (4 -TOTAL) 15
ALTERNATE:1/4"060LTWr WASHER RAFTER "TAIL" TO GUTTER -
EA. SIDE OF 3" SO. POST -
3" X 3" ALUM. OR - -
STEEL POST
3.00" '3" SO. POST • ° - 3'1 .3x RAFTER
r H - BRACKET TO POST 2.125" FOR 2 x'RAFTER
GUTTER FASCIA
MAG BEAM; 3" s0. POST
3"SO. STL. BEAM O ;ALUNI:ALLOY 3003-H24 ALUM. ALLOY 3003-H24
.r 1.50" 1 1/2" t = .040" 6063-T6
�� 1.50 t = .040" 3004-H36 ALUM."
28" y+ 28" �— 2� 2
3..— -
,f 018_ ` -
IJ y (4) - #14 x 3/4" TEK SCREWS
P -I BRACKET TO RAFTER : -
2"z3".?LATTICE BE O 11/2" SQ. OR. P2 �1/2" MIN.
O II
2" LATTICE TUBE O
#6 x 2 "SMS, 21 /2" ®FES3�K iri' fl Ct�t�9 - ' ' — °, -
OR 3 1/2", TYP'i i 1;2" OR 2" SO. OR 2"x3" LATTICE O
— @ 3"O.C. MIN. UP TO 7"O.C. MAX. - 2.750"
d - r
a No.. 1948 - r - \
—RAFTER": � � J j ��: "� L (4) -#1,4 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
L-T,T,ICE TUBE TO RAFTE-R BRACKET TO BEAM
d'A CIV11- r.-
., 18
U" BRACKET RAFTER TO BEAM
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
'
BEAM O POST
UVE LOAD =
ATIO COVER SYSTEM AS MFG. BY: '
RALUM PRODUCTS, INC.
.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING -
ATTACHMENT
10, 208 30 psf
HORI2.
269 ALPINE AVE., SACRAMENTO, CA 95826
klPulAldR7.7n?i
-
SCALE: NONE •
•. RANCHO CUCAMONGA. CA (951) 741-2107
"
MPH
111, ,
FnX dM.15'10 caloc(nlrLvahim mm
SHEET 13 OF 30
REVISEDBY:KK RDP90.700R170
F__- SPLICE DETAILS X11)
SIMPLE SPLICE
FULL MOMENT
I I
I I
#10 S.M.S. II #12 S.M.S. II
(8707. TYP. THICKNESS = .035 (24 TOT TYP. THICKNELSS = .035"
6.38" II
II
t tt tt i�tt tt
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDIF0 OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL
MOMENT SPLICE MAY ON EXCEPT AT END BAYS
IN ALTERNATE INTERIOR BAYS AT ANY
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.
SPLICE WHE
OCCUF
ALUM. ALLOY
6063-T6 16" 1"
4" I -BEAM 3'-0"
MOMENT C -SPLICE
BEAM TO POST DETAILS
(2)VA10 E M .@ EA.
I
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2" 0
L. C -BEAM THRU-BOLTS
SO. POST
2p¢ESS/A
/�� S 1• Cq�A���� BEAM TO POST CONN.
� Z r m
Q) H No. 7948 r- m
—iLSS1A_ Cl 11- ,zttQil/J
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCU
PANEL
#12 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ 8"O.C.
.MAX. STAGGER IN BEAM
\ FLANGE
4"x3" ALUM. "I" BM. OR (4)-1/4"O 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 �
ALTERNATE BEAM TO POST CONN.
ALUM. ALLOY
I `'
6063-T6
,-
3'-0"
7" I -BEAM
MOMENT C -SPLICE
PATIO COVER SYSTEM AS MFG. BY:
ORAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
BEAM
LIVE LOAD =
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SPLICE DETAILS
10, 20 & 30 ps1
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90.100&110 MPH
/ceaia6�_7m1 caxan9-i6ia �aI>�nmu-al��-rnm
SHEET 12 OF 30
REVISEDON KK RDP
DOUBLE RAFTER CONNECTION DETAILS
1 1/2" OR 2"LATTICE #8 S.M.S. -
ALTERNATE 1/2" DOUBLE RAFTER= '
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
1"
1 °-f----- _ 4.5.0 6"
3"x 3"STL.POST (24") 1 ° 1 ALTERNATE:
INSERT ATTACHED OR (2)-2x6.5" OR '
3"x 3"STL.POST COLUMN I I (2)-3"x8"HEADER
FOR FREESTANDING
(2)-1/2"BOLT
2'k 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
_ ALTERNATE: 1/2" BOLT
ALTERNATE: .
..� 2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
-STUB COLUMN TO DOUBLE HEADER CONN- 20
DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE
SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-21C
REVISED RY' K K R D.P,
LATTICE BEAM• TO POST _CONNECTION �• `
' /BEAM SPLICE TO S/8" O PLASTIC
- OCCUR DIRECTLY_OVER
i�POST NOT: PERMITTED:2=PL•UG`WHERE-
Y 6 SCREWS
@2 -POST UNITS SCREW IS,INSIDE
PER,SIDE I " #14 SMS MAY •����
5" 5BE USE AS
-3 5" 3 5" ALTERNATE TO y
1/4"0 BOLTS
3.5" 3.5"
o" Dcr,rvi
1 ❑2 .5"
OR
6414 SMS EA. 1
SIDE j i 6 1/2" SIDEPLATE EA.
#14 -SMS EA. SIDE I I SIDE SEE POST SCHED. �r
TOP,;:MID HEIGHT _ '001
AND BOTTOM.`"
_. 3"SQ.;POST:BETWEEN SIDE-PLAES� ,
A=B.EAM TO P�QST CONNECTION .
POST SCHEDULE 21�---
3'; SQ. x : 032" + (2)-2" x 6 1 /2" x .024" 3"'SQ. x .0L�2) 2" z 6 1/2" x.032 W/ (6)-#14 S.M.S. EACH SIDE.: [:flW/ (6)-#14 EACH SIDE.USE ON CONC. SLABONLY USE ON CLAB OR,FO-OTING3
EXIST.—
SHEATHING i.°AY 0 U LON
2"x6" LEDGER (NEW OR EXIST.)' ®¢ES
w
(2) 3/8" LAG SCREWCD
r No. q79481
Exp. 3 3ILLL
CIVI
EXIST.
1" STUCCO OR EQUAL
2.5" PENEATO EACH WOOD STUD v "
' EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
=RINGLATTICE _ 10, 20 R 30 psf DURALUM PRODUCTS, INC. -
7 CONNECTIONS HORIZ. NAND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 - SHEET 14 OF 3D
' 90. 100& 110 MPH /Riiil dA7-7M1 FCx 4fL'L1R1P calac/nlnuralum rnm
10#`L.L.
90 MPH
FREESTAND.& ATTACHED OPEN LATTICE PATIOS
121 OR LESS EXP. B & C
3" SQ. STEEL BEAM
„
DBL. 3 x8„ x.042I, BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
k Vx BBEAMMINSERT
FOR ATTACHED PATIOS
} MINIMUM NO. OF POST
�
=
j p
J
O O m
v ? g
FREESTAND ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT. MAX.POSTj
SPACINGf
FREESTAND AT` .
Q = TYPE D FOOTNOTE: "
I- I—
00 S� POST TYPE 1 POST TYPE 2
X
Q�
zz
SPACING
FTG.
MIN.
FTG.
SPACING
FTG.
MIN,
FTG.
PAIN
FTG. POST
FTG.
FTG. MIN. FTG.
POST
I—
a<
POST
(IN.)
POST
(IN.)
(IN.) TYPE
(IN.) �_ %
(IN.) TYPE (IN.)
EXP. B EXP. C EXP. B EXP. C
(IN.)
TYPE
(IN.)
TYPE
4'17'-0”
14'-4" 32
G
16
19'-2"
38
G
20
164"
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 G 22
�, 2 2 2 2
�I
5
1V-411
I'L' b" 32
G
Is
15'-8"
32
G
21
13'=4"
32 G
? 1 � q --� �
i£i
��� �)
� 2 2 2
i
7'
9'-8"
11'-7" 29
G
18
14'-6"
32
G
22
12'-4"
32 G
22 22'-7"
38 G 23
s, 2 3 2 2
8
8'-6"
10'-10" 29
G
19
13'-7"
32
G
22
11'-7"
29 G
22 r21'
38 LG-1'24_1 �
10• 2 3 2 2
9'
7'-7"
10'-3" 2g
G
19
12'-10"
32
G
22
10'-11"
29 G
22 19'-11"
38 G 24
11 3 3 2 2
10'
6'-9"
9'-8" 29
G
20
12'-2"
32
G
23
10'-4"
29 G
23 18'-11"
38 G 25
12' 3 3 2 2
11'
6'-2"
g'-3" 29
G
20
11'-7"
29
G
23
9'-10"
29 G
23 18'-0"
32 G 25
t3 3 4 2 2
12'
5'-8"
8'-10" 29
G
20
11'-1"
39
G
24
9'-5„
29 G
24 17'-3"
32 G 26
14' 3 4 2 2
13'
5'-2"
8'-6" 32
H
21
10'-8"
32
H
24
9'-1"
32 H
24 16'-7"
32 H 26
15' 3 4 2 3
14'
4'-10"
8'-2" 32
H
21
10'-3"
32
H
24
8'-9"
32 H
24 16'-0"
32 H 26
16• 4 4 2 3
15'
4'-6"
7'-11" 32
H
21
g'-11"
32
H
24
8'-5"
32 H
24 15'-5"
32 H 27
17' 4 5 2 3
16'
32
H
22
9'-7"
32
H
25
T-2"
32 H
25 14'-11"
32 H 27
18' 4 5 2 3
4'-3"
7'-8"
17'
4'-0"
7'-5" 32
H
22
9'-4"
32
H
25
8'-0"
32 H
25 14'-6"
32 H 27
1s' 4 5 3 3
32
H
9' 1„
32
H
25
7,-8„
32 H
25 14'-1"
32 H 27
20' 4 5 3 3
18'
3'-9"
7'-3"
22
19'
7'-0" 38
H
22
8'-10"
38
H�25
7._6..
38 H
25 13'-9"
38 H 28
FOOTNOTE: `
3,_7„
HEADER AND OR MIN. NO. OF POST
38
38
H
26'" Q:(FE°
38 H
26 13'-4"
38 H 28
REQUIRED SPACING MUST EXCEED
SPACING
20'
3'-4"
6'-10"
H
22
8'-7'
Q
ALLOWABLE SLAB
a+l Ij 'M
FOOTNOTE: `
OR LESSER MUST BE USED
COL. TYPES D-1 =.024" SIDEPLATES,
USE ON CONC. SLAB ONLY
r
COL.
TYPES D-2 =.032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
NOTE:
�RL,..+.t748
6n
FOOTING SHOWN REPRESENTS
LENGTH OF
EACH SIDE
OF CUBED FOOTING WITHOUT SLAB.
FOOTING SIZE
EXP.
e
FOOTNOTE:
"SAMPLE"
WHERE SLAB OCCURS, CUBED
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
G,I
FIGURE
INDICATES EXPOSURE
B
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
Q
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
-�'
SHT. 10 FOR ATTACHED
& SHT. 24 FOR FREESTANDING
--
--- ---
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM
CAMPBELL
&`ASSOCIATES,`IN
urncE
pDST SPACING TABLE
LIVE LOAD ='
10.20 & 30 psr
DURALUM PRODUCTS,
INC.
DATE: 510512009
COMMERCIAL
AND RESIDENTIAL
STRUCTURAL E GINEERING FREESTANDING
'951) AND ATTACHED
HORIZ WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30
,-nom,
SCALE: NONE
RANCHO CUCAMONGA, CA
7 1-2107
90.100 & 110 MPH
10191 acs-gym+ Fnx ena-1Sio
=m�nd,,.al,,.,,
REVISED BY: K.K. & D.P.
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. E3 & C,
TOM CAMPBELL 8 ASSOC LATTICE
}
a 2
F-
0
m �
I-
0 m
O Z
L) -
� ¢ m
a z
2 rn O
3" SQ. STEEL
MAX.POST
SPACING
BEAM
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
DBL. 3"x8"x.042"BEAM
DURALUM PRODUCTS, INC.
101F1
ATT.
FTG.
(IN.)
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
8269 ALPINE AVE., SACRAMENTO. CA 95826
ATT.
FTG.
(IN.)
3"x8" BEAMwIINSERT
MAX.POST
SPACING
REVISED 0Y: KK 8 D.P.
ATT,
FTG.
(IN.)
d57.7M1 FOX dnA-i.r �am�nn,,,=i,,,., __
¢=
F- I-
D o
m §
w
r -
FOR ATTAGHED PATIOS
MINIMUM NO. OF POST
TYPE D FOOTNOTE:
POST TYPE 1 POST TYPE 2
EXP. B EXP. C EXP. B EXP. C
FREESTAND
ATT.
FTG.
(IN.)
MAX.POST
SPACING
FREESTAND
MAX.POST
SPACING
FREESTAND
FREESTAND
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
4'
17'-0"
14'-4"
32
G
17
19, 2„8 5
39
G
21
16'-4”
34
G
20
29'-11"
39
G
23
61
2 2 2 2
5'
13'-7"
13'4„
32
G
18
17 216' 6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
6'
11'-4"
12'-6"
24
e•
2
3
2
2
32
G
19
15'-8"
5'-0"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
7'
9'-8"
11'-7"
29
G
19
14'-6"
13 -11'
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
8'
8'-6"
10'-10"
29
G
20
13'-7"
13'-0"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10.
3
3
2
2
9'
7'-7"
10'-3"
29
G
20
12'-1
12'-3"
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11'
3
4
2
2
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12'
3
4
2
2
10'
6'-9"
9'-8"
11'
6'-2"
9,_3„
29
H
21
11, 7„
11'-1
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
12'
5'-8"
8'-10"
29
H
2211
10'-7"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
13'
5'-2"
8'-6"
32
H
22
10,_8"10,-2„
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
28
28
15'
16•
17'
4
4
5
5
5
6
3
3
3
3
3
3
14'
4'-10"
8'-2"
32
H
22
10'-34
10"
H
26
8'-9"
34
H
24
16'-0".
34
H
15
4'-6"
7'-11"
32
H
23
9'-11"
34
H
26
8'-5"
34
H
24
15'-5"
34
H
32
J
23
9-7 , 2„
34
J
26
8'-2"
34
J
24
14'-11"
34
J
16'
4'-3"
7'-8"
29
18'
5
6
3
3
17'
4'-0"
7'-5"
32
J
23
9-4''_11"
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29
19•
5
6
3
3
J
24
9 1
8'-8'
34
J
27
7'-5"
34
J
25
14'-1"
34
J
29
20'
5
6
3
3
18'
3'_9"
7'-Y32
19'
38
J
24
8'-10"
39
J
27
7,_0„
39
J
25
13' 9„
39
J
29 FOOTNOTE:
AND OR MIN. NO. OF ST
38
J
24
8-7
8 3„
39
J
27
f-
-$"
39
J
25
�
13-4
39
J
2D'
T-4'
6'_10"
30 SPACING MUST EXCHEADER
EED
REQUIRED ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
SIDEPLATES, USE ON CONC. SLAB ONLY
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FIGURE INDICATES EXPOSURE C
ONE FIGURE SHOWN INDICATES EXP. B 8 C.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
MAY BE REDUCED 6" EACH SIDE FOR
SEE ALTERNATE FOOTING TABLES
OF
SIZE
FREESTANDING
'
SLAB.
ONLY.
e
0
Z
CD
W I— NUJ i
D�j
Exp.3
I
8 r
G'Li7-39
FOOTNOTE:
FIGURE
ADDITIONAL
� FOOTNOTE:
COL. TYPES
COL. TYPES
"SAMPLE"
INDICATES EXPOSURE
FOOTNOTE:
WHERE
D-1 =.024"
D-2 =.032"
B [�
ONLY
cur in FOR ATTACHED & SHT 24
FOR FRFFRTANDINr
w,
DRAWN BY: KK.
TOM CAMPBELL 8 ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510 512 0 0 9
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FREESTANDING
70, 20 8 30 psf
DURALUM PRODUCTS, INC.
101F1
SCALE: NONE
RANCHO CUCAMONGA. CA (957) -2t07 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 26 OF 30
REVISED 0Y: KK 8 D.P.
g0. 100 8110 MPH
d57.7M1 FOX dnA-i.r �am�nn,,,=i,,,., __