09-0676 (PAT)P.O. BOX 1504
78-495 CALLS TAMPICO
LA OUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
1_09-000006.7-61
81541 RUSTIC CANYON DR
764-280-999-53 -300236-
.PATIO COVER - RESIDENTIAL
MEDIUM HIGH DENSITY RES
2341
.Applicant: Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I Thereby 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
Date: Contractor: _
OWNER -BUIL •R 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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec:
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.l.
( ) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: ,
Lender's Address:
LQPERMIT
VOICE (760)777-7012
FAX .(760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/01/09
Owner:
ORMADE RESIDENCE
81541 RUSTIC C
LA QUINTA, CA 9 53
Contractor:N,�;`W `!
LIFETIME PATIOSrG? f
P.O. BOX 5806
LA QUINTA,.CA 92248
(760)772-0013
Lic. No.: 770843
r
--------------------——---------—--------——--
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. ' - I -
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for whichthis 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
3700 of the Labor Code, I shall forthwith comply with those provisions.
--Date: _Applicant: -
WARNING: TO SECURE WORKERS' C MPENSATION 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, DAMAGESAsPROVIDED 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 permitsubject to the .
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application, .
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation. ,
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
- of this co to enter upon the above-mentioned property for inspection purposes.
`Date: Signature (Applicant 07
Ag
LQPERMIT
Application Number . . . . . 09-00000676°
Permit . . . ELEC-MISCELLANEOUS
Additional desc .
Permit Fee • . . 30.00 Plan Check
Fee
7.50
Issue Date . . . Valuation
0
Expiration Date 12/28/09
Qty Unit Charge .Per
Extension
BASE FEE
15.00
1.00 15.0000 EA ELEC SIGN 1ST CIRCUIT
15.00'
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 54.00 Plan Check
Fee
35.10
Issue Date Valuation
2341
Expiration Date 12/28/09
Qty Unit Charge Per
Extension
BASE FEE
45.00
1.00 9.0000 THOU BLDG 2,001-25,000
9.00
-----------------------------------------------------------------------------
Special Notes and Comments
WEATHERWOOD SHADE STRUCTURE 176 SQUARE
FT PER*APPROVED PLANS &-2006 IBC; 2006
IRC; 2007 CBC; AND ONE ELECTRIC LIGHT
FIXTURE.
--------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
Permit Fee Total 84.00 .00
.00
84.00
Plan Check Total 42.60 .00
.00
42.60
Other Fee Total 1.00 .00
.00
1.00
Grand Total 127.60 .00
.00
127.60
Bin #
City of "LaQ Uinta
Building u Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:" 1J.I G Citi
Owner's Name: G
rt HA
A. P. Number:
Address: S(
Legal Description:
City, ST, Zip: (� ZZ
t wi
Contractor: L �.�.I;L
Address: d -&VV(e
Telephone: Zixtvepm.*f�
Project Description:
City, ST, Zip: L Z Z- C1
Telephone: (iG ''%-%—% e2irS,0
City Lic. #: 3ZS'
Fi X .
State Lic. # :l3 -'77G �[3
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
p
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:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACMG .
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
A
Plans resubmitted
Mechanical "
Grading plan
21" Review, ready for correctionsfissue
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 correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
C
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
r (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 Dural_um Products, Inc. patio covers, jnstalled at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05:: -
(Minimum Design Loads for Buildings and Other Structures) and the 2000 and 2005
Aluminum Design Manual, ADM -01 and ADM -05.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover -must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 o('at ticampbellCa�charter:net-should you
require additional information.
Sincerely,
Tom Campbell, PE .r
Site Information
Owner's Name
Address
City/Town
State
()' 6L/ 1 C_
-
G LA pussl^
^ Qi22S3 y `► Y
C? LIF
C U S T O M S H' A D E S T R U C T U R E S
FEATUW\G .
WEATIIERwOOD - - -
... Charles Tunstead
Owner
PO BOX 5806
760.777.2650
La Quinta, CA 92248 TOLL 'R= -E: 800.739.7072
chirles@lffeti-epatios.com FAX: 760.345.1922 +
(.V
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING -CODE§
1. THE: DESIGN COMPLIES WTH THE -2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE. 2007 CALIFORNIA BUILDING CODE:- -
�ASCE/SEI 7-05-MINIMUM-DESIGN-LOADS-FOR-BUILDINGS_AND OTHER STRUCTURES AND THE 2000& 2005 ALUMINUM MANUAL -ADM 1=00 & 1-05, RESPECTIVELY.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE -OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE.FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIRI F FOR Al I C:ONSTRI IrTIf1N MFANR.
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 SAFETY1DEPARTMENT.
THERE SHALL BE -NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO',AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER, MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS: DESIGN LOADS
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. '
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR' HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). , ,
25. EMBEDDED STEEL MENBERS SHALL BE HOT-DIPPED,GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
STAINLESS STEEL ([CC -ES ESR -1917 FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL.
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEETIMETAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES- ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
11. RESIDENTIAL APPLICATIONS -CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND 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 BAND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K. I
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009 I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20& 30psI
DURALUM PRODUCTS, INC.
jmmv,,_,n,,
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8289 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 1 OF 30
REVISED BY: K K, & D P
M11M1R1111 MpFI
FDX d(1.'1.15�V calacGrlr4 val„m mm
a � FkiSr/NG .
RAFTER. SEE TABLE . OPEN LATTICE TYPES T
FOR SIZE i - - OA/p
- AND SPACING' •. r
MAX. PROD:
NOTE: THIS OPENMAY NOT 0 EN ICE: OR COVERED.
SEE SSEE SCHEDULE
FSTRUCTURE
u MAX. PROJ. CLOSED
SEE - - ,
SCHEDULE ._ . RAFTER. SEE TABLE
• .. MAX OH .r). 1 FOR SIZE
SPACING , .r
AND SPACING R
•' a OFA S SpFRh qN ; ?S O OV .. MAX. O.H.
qC/NG+C' F�°p F'4y 25% OF SPAN
POST HEIGHT,
SEE EDULE
6 P(tiT HFIfiHT �
• ® SEE CH DULE _
16 O
LENGTH OF STRUCTURE VARIES 16
' POST WITH SIDE-
PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES I�IIIIII
7
.. , . SFFTgeS�gC/HC i POST WITH SIDE -
3 112- SLAB ATTACHMENT S OSr PLATES SEE TAIL
NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE FFrge<qC/HG
AQST .PERMITTED..<`• F
,CHANGEABLE WITH ANY -OTHER sFF P. qcH I ' SEE SCHEDULE "' ' 3 MAY
SLAB ATTACHMENT
COMPONTENT UNLESS OTHERWISE SHOWN. [F / c ��+s r OTE: EA 'COMPONENT IS INTER- Ao MAY PERMITTED.'WITH ANY OTHER ' usED WHERE.
' - ` SEE FOO6CHED. FOR FOOTING C}I 1!-G6b GE TENT UNL SS OTHERWISE SHOABLE WN. sFF rge[Fc/HG SEE'SCHEDULE
` _
FOOTING -WHERE REQUIRED,
OPEN LATTICE -TYPE PATIO COVER NOTE: THIS OPEN LATTICE -TYPE STR SECS,
FOR FOOTING CUBE SIZE
SCALE: NTS = } g- MAY NOT BE ENCLOSED OR CJ �. C q®w - - .. �. �„ T PAN ., i
SINGLE SPAN LATTICE STRUCT TYPE'"F ATTACHED'MULTISPAN` LATTICE STRUCTUR
TYPE E ATTACHED-"
-d pv '1 NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
6
Fi l 0 J I MAY NOT BE ENCLOSED OR COVERED. *f
a No. 37 48., MAX. PROD. I
t AAAJJJ SEE SCHEDULE
' RAFTER, SEE TABLE. MAX. PROD.
SEE SCHE U E NOTE:XHIS OPEN LATTICE -TY E Sl_ CT - -
• FOR SIZE MAY NOT BE ENCLOSE Ort ERED.
AND SPACING RAFTESIZEABLE
'v S Cj V 1 y \� AND SPACING
? - MAX O.H. O.H -
S 25% C F SPAN-
OSr 1'Fjj s 4f MAX. O.H.-
SAgOygHC
e HG _ AOSr pHgNC JI I +
.. gC, v
OST HEIGHT \G0
t. r •.
BE HEOULE , �( OST HEIGHT -
' u i .0 - SE HEDULE .I O¢
16
LENGTH OF STRUCTURE VARIES Q�A'G 1 -
- OVE ry
_ POST CROSS-SECTI LENGTH OF STRUCTURE VARIES +
' t SEE POST DETAI
A POST CR SS -SECTION, l
1, • TSeF r�B�gC/NC SPoSTSA- • SEE POST DET
_ F
' k 3 112- SLAB F rgS(FC/HG J V2' SLAB -
NOTE EACH COMPONENT IS INTER- Ao r MAY BE USED MAY BE USED
S S S TO CONSTRAIN - / •p I ' TO CONSTRAIN
CHANGEABLE WITH ANY OTHER t FFr AIC FOOTING. SEE I INTER- pSTi FOOTING. SEE'
NOTE: EACH COMPONENTS S SA I SCHEDULE
COMPONTENT UNLESS OTHERWISE SHOWN. qe(F /NG l� SCHEDULE CHANGEABLE WITH ANY OTHER , FFr qc
IRED
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN, gte[F /NC FOOTING WHERE FOOTING
SEE SCHED. FOR FOOTING CUBE SIZE . ' r SEE SCHED. FOR FOOTING CUBE 512E
SCALE: NTS . I
TYPE "G" FREESTANDING., LATTICE STRUCTURE -«TYPE "H" FREESTANDING:MULTI;SPAN LATTICE. STRUCTURE #
FG. BY:
LIVE LOAD- PATIO COVER SYSTEM AS M. - `f
DRAWN BY: K.K. TOM CAMPBELL &.ASSOCIATES, INC. OPEN LATTICE • 10, 20 & 30 psf' PRODUCTS, INC.DATE,`5(0`512009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES; HORIZ. WIND8269 ALPINE AVE., SACRAMENTO, CA95626 SHEET3SCALE: NONE - y `-RANCHO CUCAMONGA. CA(951) 741-2107 - 90.100 & 110 MPH 'IDURALUM
fQlA1 aF9(Tn91 PnX ena.tsip �aIP�nH��rae�m �nm
REVISED BY: K K. R D P.
f
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL TH�SHgLOFSTRUCT'VOTU
S
FOR SCHEDULE ROOF PANELEPROJEC /ON FENS SED Re ES
0.
"O.H." NOT TO EXCEED 25%
OF SPAN %
SEE DETAIL FOR SPLICE J
PI
SE
SO. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE A
PERMITTED. SI
SEE SCHEDULE SI
MAX. HT.= 12'
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
"A"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE _
SO. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
POST AND e�j END BAYS"
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHE
LEN EXp.
I O.H GT/ / OF STRUCTURE CIVIL
(ILiq Y NOT "EB, SNC I OSEO� \
P ST I
PA
OPTIONAL: CANTILEVER BEAM
SCHEDULE
'EE SCING
CI'
ANpsh� OFSTRUC
THEPRO�FC1
SE
CES
SEROOF
E SCHEDULE
POSTSPACINOR
FOR SPANS
ENCLOSED)
P
ON.NOT
"O.H." NOT TO EXCEED 25
ALTERNATE:
OF SPAN
25j OF� q�CEEp
"O.H." NOT TO EXCEED 25%
SINGLE POST
SEE DETAIL FOR SPLICE
OF SPAN
Osrsp
SEE SCHEDULE
NOTE11t,10
SPLICE AT THIS
NOT
POST)END
AT END BAYS._
MAY BE USED WHERE ALTERNATE:
FOOTING WHERE REQUIRED /. ( —
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.
-r�inr unn rr"1cCQTAAIP'lIKIr'- 1A//r'nr\ITII P\/PP npTInN
i
ATTACHMENT CHANNEL
LFNGT
ALUMINUM SEE DETAILS
ANpsh� OFSTRUC
THEPRO�FC1
PANEL MIN. 0.25" SLOPE PER FT.
OTN FESS TfiAn/�FS
SEROOF
E SCHEDULE
ENCLOSED
FOR SPANS
ENCLOSED)
0.
10, 20 8 30 psf
"O.H." NOT TO EXCEED 25
O.H
OF SPAN
DATE: 5/0512009
"O.H." NOT TO EXCEED 25%
SPP
SEE DETAIL FOR SPLICE
OF SPAN
Osrsp
OPTIONAL: CANTILEVER BEAM
SQ. POSTS, SIZE VARIES SEESCMED LES
SEEPOS SSCHULE R m
PACING
NOT
31/2" SLAB ATTACHMENT
OH.
TO
MAY BE USED WHERE ALTERNATE:
Oto P
AN
PERMITTED. SINGLE POST
g
SEE SCHEDULE SEE SCHEDULE
n
MAX. HT.= 12'
NOTE.uNO SPLICE AT THIS
ALTERNATE:
SINGLE POST
POST AND AT END BAY
DOTING WHERE REQUIRED _/ -...
f
SEE SCHEDULE
E SCHEDULE FOR FOOTING CUBE SIZE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
ALUMINUM
I
ACTURE
_OFSTREE
ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H VAR/ES
SCHEDULE
FOR SPANS
T
PATIO COVER SYSTEM AS MFG. BY:
(MgyNOTBE
DRAWN BY: K.K.
ENCLOSED)
SOLID PANEL
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
O.H
SPA
DATE: 5/0512009
"O.H." NOT TO EXCEED 25%
SPP
HORIZ. WIND =
OF SPAN
SHEET 2 OF 30
SEE DETAIL FOR SPLICE
RANCHO CUCAMONGA. CA (951) 741-2107
90. 100 & 110 MPH
PO
OPTI NAL: CANT LES
SEESCHEDC
SEEESCHEDULE R
SQ. POSTS, SIZE VARIES
S
ST SPACING
3 1/Y' SLAB
MAY BE USED
TO CONSTRAIN
ALTERNATE:
SINGLE POST
0
?5 ° OF ExCE
� ED
FOOTING, SEE
SEE SCHEDULE
NOTE 0 SPLICE AT THIS
SCHEDULE
POST D AT END BtYS.
FOOTING WHERE REQUIRED _-' LZ/
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPF "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
I
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
SOLID PANEL
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 2 OF 30
SCALE: NONE
I
RANCHO CUCAMONGA. CA (951) 741-2107
90. 100 & 110 MPH
IG1R1 es? -ami PAY An.Lisiq caloc(nlr4,ralnm mm
REVISED BY, K K 8 D P.
.RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH j EXPOSURE'B & C
L80
6.5" rvC 6 5 • ' t . - • �I 3.0.. 9
—`I 2 I-- ` I A`� l' 11A1gJ' I` M3
I^I'—`--F�_
"�� r '
.042'032" j X24
`.042 - ( - .032"y\` - -ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004-H36 OR EQUAL
OR EQUAL u1 pO•n n48 - - -
-
' Ex 3 1 , .
P'.
1
ALUM. ALLOY 3004-H36 I '
A SEE NOTE BELOW oI3 :6UAL 4 ' 3CG NOTE, DCLOVJ
�' L51 C I�
2 x 6 1/2" RAFTER `• -c-- DBL. 2 x 6 1/2".RAFTER 9 - g �' 3 x 8" RAFTER
�' _ c c m c°3 90 & 100 MPH 110 MPH
n $ 90, 100 & 110 MPHR • L.L.= T. c� 90`100 &.110 MPH .' L.L'= "T'
L.L.= "T' n (PS (IN.) N co EXP. B & C EXP. B EXP.0
(PSF) (IN.) N c .E-XPOSURE-B-&-C (PSF) (IN.) 1-0:
' EXPOSURE B'& C f
16"1 28'-5" 28'-5"
16" 14'-11' .024 16 21 _1„ R { '.042 27.8"
.0241 T-2' 24" 23,_2,• 23,_2„ 22'-6"
24„ 1 2,_2„ 10 24" 10
I`� 16„ 20,_1„ 032 16 28,_6„
10�03Z ; 24'• 23'_3" 11
16" • 20.6„ 20'-B" 20,_6„
16" _i4, -:F0'__16" 15._3„ 042
.042 024 12.5 20 24','18,_9„ 16,_9„ 16,4„
24" 20,_3„ 20 24„
10'-10" 16" 20'-7"
16" •
.024 032 24.. 16.10,.
24" .8*- 10"
16" 13,_9,. 16" 18,_6" 18,_6" 18,_6„
16" 14,_7,. 024 I .042.
20 .032 24" 11 _11' • ' 30 24" 111_2„ 36 . 24 15.1 15'-1" 15' 1"
16" 18'-6"
• 16„ 18,_0„ .032
.042 24. 14-8
16" 9._8,1 I
Q24
16" .13,_1„ _ - - , _ _ :._ - _ •,{ _
30 .032 * -NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
24" 10'-8" AND SINGLE RAFTERS SPACED 24 -O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED. ! '
- PROJECTION
16" 16,_2., SPAN
O.H.
.042
24„ 13,_2„ r I
I
DRAWN BY: K.K..r
WIDTH
TABLE
LIVE LOAD =
-CLEAR SPAN
(FT.)
DATE: 5/052009
=ALANDRESIDENTIAL STRUCTURAL ENGINEERING"'
RAFTER SPANS
10, 20 8 30 psf, _ „
HORIZ. WIND =
0. H.
•• 6 7 _ 8
9 10r
11 12
13
14 15
: 16
17•
18
- 19
20
21
0
3 4 4
r
5 5
6 6
7
7 8
8
9
9
10
10
'11
1'
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
tTRIBUTARY
4'
— = —
9 •9
` 10'. 10
-11.
11 12
12 1
13
13
14
14
15
g•
l li 11
l2
l2 l9
13 1
.14
14
15
1 15
16
"h `
• TRIBUTARY 'TRIBUTARY= f
WIDTH 1l2 SPAN + O.H. f
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN i
j
DRAWN BY: K.K..r
M CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO (COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
t
DATE: 5/052009
=ALANDRESIDENTIAL STRUCTURAL ENGINEERING"'
RAFTER SPANS
10, 20 8 30 psf, _ „
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 `
- `• • -
SCALE: NONE
REVISED BY: K K A 0 P
RANCHO CUCAMONGA. CA (951) 741-2107
-
90. 100& 110 MPH
.
lAlAI d57 -7n71 FAY
SHEET 7 OF 30
• I
PANELFASTENERS
I
I
I
I
24"
i
24" TRI-' V" PAN
L.L.= PSF 90- MPH 100- MPH 110 -MPH
10 #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S!. #14 S.M.S.
I I
i
30 #14 S.M.S. #14 S.M.S1 #14 S.M.S.
I
• i ,
I L X 3 114 VV r f -%I 'I L_ L
90/100/110 MPH
IdAY U 6 7009
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.
I
#14 S.M.S.
#14 S.M.S.
I
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
EXPOSURE B & C.
I
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. I TOM CAMPBELL 8 ASSOCIATES, INC. 10, 20 8 3o psr DURALUM PRODUCTS, INC.
DATE: 5/0512009 i COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS
SCALE: NONE RANCHO CUCAMONGA. CA t951)741-2107 0. 100 Vila = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF.30
90. 1008110 MPH rplai eaz7ml vox AM -151A =alo=nn��r=Inm rnm
REVISED BY, K K R D.P.
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
I
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K. I TOM CAMPBELL 8 ASSOCIATES, INC. 10, 20 8 3o psr DURALUM PRODUCTS, INC.
DATE: 5/0512009 i COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL FASTENERS
SCALE: NONE RANCHO CUCAMONGA. CA t951)741-2107 0. 100 Vila = 6269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 6 OF.30
90. 1008110 MPH rplai eaz7ml vox AM -151A =alo=nn��r=Inm rnm
REVISED BY, K K R D.P.
i
- i
I
I
COLUMN/. POST TYPES .& SURFACE MOUNT ATTACHMENT DETAILS
I
= t.
I-3 2"— 3.00" SQ. f
—I I 3.00" SQ. Ir G =3° 0. t=.188'
3.00"SQ. .024T@EEA.
sons I I
032""O.C.--)1.00-- O H=3"SO.xt=.250'�I
_-SIDE o.075"J=4"SO.xt=.1886.5" 3„14"R K=5"SO.xt=.188"040ALUM.TYP. -- .o48"SEEL.032" : I 3.0" 4.0" OR 5.0"
U dJ
( B ) .5/8" PLASTIC PLUG 18„ ,
3" SQ. ALUM. POST 3 P MAG POST SQUARE -
3" SQ. ALUM. POST WITH SIDE PLATES O ALUM. A 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3' SQ. STEEL POST ALUM. ALLOY 6063-T6. ASTM A36 GRADE 40
A65 R D 4
ALUM. ALLOY 3.00" OR 2.0"!
6063-T5 2.40" I
1.375" q7/16"OHOLE 56" 2 FLANGES
al 21/8"APART
0
O 75 ASTM GRADE 36 STEEL 1:125" i 2.5"
75" I .75" BASE FLARES
o 7I TO 3"WIDE EA.
1.60"
.157..- -- - SIDE OF FLANGES
TYP
1.5 USE FOR 3,. 1�— I
INSTALL WASH. PLATE POST ONLY 5.50'1
.090" TYP. Z 1-7/16"0 HOLE'
lY' x 5/16" x 5Yz" WHEN USING ! & 2-3/8" HOLES
IN 110 MPH WIND AREA Qk 2- 5/16"0 HOLES ZI TYP. EA. SIDE
.090" BRACKET FOR 3" POSTS
/ALUM T' BRACKET--,,' STEEL"T" BRACKET 5 f
` (�8" LAG SCREWS OR h1AY Q 6 1.009 t
@A -
Li) 4 -1/4" LAG SCREWS ("
/fJr (2.5" PENE. INTO EA. STUD)Q�®FES° #
p
LU
No. 7948
cyI
Exp 3 ,
C 1
FCA e
3'x,8" ALUM. RAFT. BRACKET !
3" x 8" ALUM. HEADER
HEADER BRACKET � Y
ALUM. ALLOY
6063-T5
"H'; BRACKET
t
DRAWN By,. K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG, SY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10, 20 8 30 Psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA; CA (951) 741-2107
POST TYPES
HORIZ. WIND =
90. 100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
rM1R1 d42.7m1 Fox enLu+a cnlcclFlAuminm ,•,.m
'c
SHEET 9 OF 30 #1.
REVISED RY,,K K & D P
t
it
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36.06 1.50"
1 50'
ioo c(
N o WALL
(h
C -i FASTENERS
1.75" R
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.\c
N M M .JVJ .281"
I
ALUM.ALLOY
6063-T6
.060" ' , Snn•' I B
EXTRUDED HH—ANNG`ER CHANNEL
I
HANGER /RAIL F
ALUM. PANEL OR / \
3x ALUM. RAFTER
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. . _ EXISTING EAVF_ ,_
EXISTING EAVE CONNECTION ( 2
WALL FASTENERS
t—
SEE TABLE
AT 2x FASCIA
#14 SMS @ PANEL
25"R
LOCKS OR 96 SMS
LL=20
AT EA. CONTACT
/
%,oO
N
24
BorD E E E J J K
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
3 (WHERE
110
ALUM.ALLOY
B or D E E E J J K
~ 6063-T6
#14 SMS @ EA. CONTACT
W
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
EXIST. RAFTER
2.740"
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
T=.060"
16" O.C. CELL AT FASTENER) OR CONC.
LL=20
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
N
WALL FASTENERS
BorD E E E J J K
o
SEE TABLE
BorD E E E J J K
110
D B or D
B or D E E E J J K
O
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
8'-3"
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"OJx1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
wO
B=3/8"O x 1 1/2" @ 8" O.C.
APPROVED 3" OR 4"
w¢w
jV
I INSUL. ROOF PANEL
u�N d
O
EXIST. RAFTER
ASTENER 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=20
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A orD
BorD E E E J J K
100
BorCEB!orD
BorD E E E J J K
110
D B or D
B or D E E E J J K
V-6"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
8'-3"
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"OJx1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE-
wO
B=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"Ox1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
w¢w
C=7/16" O x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
u�N d
D=7/16" O x 1 1/2" @ 12" O.C.
24" O.C.
<N
LL Fn
E=3/8" O x 4" @ EACH STUD
25'-0"
16-9"
F=7/16" O x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: K.K.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
4"1'-6"
2" x 4"16"
FULL OR
..
OC
)-#14x1 3/4"
(3) 1114%3112" W.S.
16'-8"
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
2" x 4"
FULL
24" O.C.
V-6"
10'-8"
8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3'-0"
2"x6" FULL OR2'-0"
2"x8" NOTCHED
24" O.C.
17'-6"
14'-0"
9'-6"
2"x8" FULL
24" O.C.
2'-0"
29'-3"
25'-0"
16-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"Ox5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG. SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4,
RESPECTIVELY
1 1/2”
4 SMS T&B
AT 12" O.C.
`11AY 0 6 2009 v
10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE3/16"
/ U -BRACKET B„ 0'[
STEEL
0 1/4"0 HOLES,TYP.
�3/4' OR 1 1/2" 0 NOTE: PROVIDE WATER
2" x 6 1/2" OR 8' o PROTECTION, METAL FLASHING
o CAUCK JOINTS AND SLOPE
5" MIN.
3" x 8" ALUM. 0 v TO DRAIN
RAFTER TYPICAL BRACKET AT EVERY 2x
OR 1 1/2'_
\ FOR SPAN SEE ALLOWABLE
\ EXISTING WOOD STUD FRAMING DECK/RAFTER SPAN TABLE
EAVE LENGTH
'1,
DRAWN BY: K.K.
SHINGLE ROOFING TO PROVIDE SEAL
2.6 OR 2.8 LEDGER
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 sf
MAY BE MOUNTED
O BRACKET CONNECTION
RAFTER
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
SAME CONNECTION'S.
HANGER CHANNEL
AND BRACKET
)-#14x1 3/4"
(3) 1114%3112" W.S.
(2" MIN. PENETRATION INTO
'
pgTl0 COVER
EXISTING WOOD STUD)
ATTACHMENTS
HORIZ. WIND =
6289 ALPINE AVE., SACRAMENTO, CA 95626
RAFTER TO
WALL CONNECTION O
NOTE:
PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
DRAWN BY: K.K.
SHINGLE ROOFING TO PROVIDE SEAL
NOTE: BRACKET
LIVE LOAD =
MAY BE MOUNTED
O BRACKET CONNECTION
BELOW RAFTER W/
DATE: 5/05/2009
SAME CONNECTION'S.
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
HANGER CHANNEL
AND BRACKET
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
6289 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 8 OF 30
REVISED BY' K K & D P
90. 100 8 110 MPH
/91R7 esz7mi Fox en"". �mo�d, rtal„�.
HEADER BEAM. TYPES' . & ATTACHMENT. DETAILS
1.52" .61'.GUTTER EXT. CLIP , GUTTER EXT. CLIP .
3.00" SQ. f
2.00" SPLICE WHERE I —I1'0 "
1.79" OCCURS -� SPLIOCCURSE, SPLICE WHERE
-OCCURS {
_
=4
.— 4.6". - .075"
2.57° 4s I TYP. ; 14"R
73" ,
2.04•
TYP. 048
2.19„ — 065"
2.08° 2.04'. .055., TYP. ! ,
T � TYP. _ � � O..i .28"
2.93" ,
4.uuuu
2.7•'
ASTM A653 GRADE 40
.038" R.F. GUTTER. ALUM. ALLOY ALUM. ALLOY j O
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E
ALLOY 3004-H36A 6063-T6
6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM 3" SQ. STEEL BEAM
I
3 — � 4 I 6.5" f3" 6.5" I I 3: 0„
r I 2" MAX. yl 2" � � L
I
1
-� �— .042„
SPLICE
WHERE 4" .SPLICE WHERE —� �— .032„ I f= B.O°
OCCURS OCCURS ,032^ -
070'� 042"
TYP.. 110" 1
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL \ALUM ALLOY 3004-H36
ALUKALL6 63-T6�Y. C AL6 63AT60Y ^ i I OR EQUAL U
r V .J qK/
4" I' BEAM 7" I -BEAM O 2 x 6• RAFTER DBL: 2 x 6.5 BEAM 3 x 8'BEAM yO.
3:0"
1.25"'
1 ALTERNATE STEEL di -BEAM FOR ALUM. I -BEAMS
I _ 3„ ( 8" I
+ 625" � MAx.y 3 4" I -BEAM.= :7"x 2 3/4" x 16 GA. STEEL C -BEAM
MAY. H
.042" i
042„ T= 14GA. 7" I -BEAM = 12N 3 1/4" x 12 GA. STEEL
$ _ �— 7.875"
ASTM A653 GRADE 50
CD
tT
ALUM. ALLOY 3004-H36 - I ALUM. ALLOY 3004=H36 I
Lu No.3 948
OR EQUAL - LO OR EQUAL O 2.875" 1---� N 'Exp'.
3 x 8 BEAM W/ STL INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O
STEEL INSERT I CIV11- Q'
DRAWN BY: K.K. - Y
TOM CAMPBELL & ASSOCIATES, INC.
' LIVE LOAD= %
PATIO COVER SYSTEM AS MFG. BY:
-
DATE: 510512009
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 & 30 psf
HORIZ. WIND=
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE:
REVISED BY: K.K. & O.P.
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 & 110 MPH
SHEET 11 OF 30
M191 4. FAX 4!L'L1F1p ca�ccni IA mah lm rivn
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM."T"BRACKET USE WITH
POST TYPE B,C,D, OR E. STEEL POST ONLY:
"T" BRACKET STEEL.'T"BRACKET USE WITH I USE POST TYPE (3)-5/8"0 BOLTS
3"SQ. POST W/ POST TYPE B,C,D,E,F,G,H,J OR K. I F. G. H, J OR K FOR POST TYPE J -�
3"SQ. POST 3" SQ. POST ALUM."T"BRACKET: I !
(2)-#12 SMS EA. USE (2)-3/8"0 HILTI 2 1/2"0 BOLTS
4 SIDE OF POST OR KW BOLTS OR EQUAL j I a 5"
I STEEL:'T"BRACKET: 1/2 DEPTH OF I I (>- 1 16"INSERT
1/4" M.B. THROUGH USE (2)•3/8"0 HILTI KVNK FOOTING OR I FOR ALL OTHER I x 188„
POST SEE NOTES BELOW ,BOLTS OR EQUAL 12' MIN. EMBD. I I
1 CONDITIONS 4 5"
(2)-3/8"0 HILTI "KWIK"' (2" MIN. EMBEDMENT DEPTH I ASTM A3�
BOLTS, OR EQUAL, EACH m ) -FOR KWIK BOLTS l.:. i I STEEL
BRACKET TO SLAB. T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-112"
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
EXISTING SLAB
ATTACHED
ALTERNATE FTG
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
i 24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28"
32"
43" SQ.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
391,
42"
64" SQ.
41"
44"
69" SQ.
43"
• CUBE FOOTING W/ 3 1/2" SLAB
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE FOOT'
N
SCHEDULE QUAR
I
3" SQ. POSTS TO CONC. FOOTING
IATTACHED ONLY
FOOTING & ANCHOR BOLTS
i
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" 8 24" CUBE
(2)-12"0
3 1/4".
25": 30" CUBE
(4)-1/2"0
31/4"
31"- 34" CUBE
(4)5/8"0
4„
35" - 39" CUBE
(4)-3/4"0
4 3/4"
40" - 42" CUBE
(4)-3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
I
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
A"X0'rATSTEEL "'
6RACKET. T
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
Q�
NOTES: ALL COMPONENTS, ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572 STEEL'
3" SQ. POST (STL.)
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
i
PL.5/8"THK.
1 1/2" 1 1 1/2"
_WELDED STEEL BASE PLATE_
BASE PLATE SCHEDULE .
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C. D. F. G. 8 H
MAY 0 g 2009 FREESTANDING
BASE PLATE ANCHOR
p BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
.ESS/o"(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
C�4/pj„ (4 3/4" EMBEDMENT DEPTH)
a NO.37948
r
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
ATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
)-LL w
J
COLUMN
SURFACE MOUNT
10,20830 sf
P
URALUM PRODUCTS, INC.
FiAlds?-7n7i
w
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND EMBEDMENT
wow
69 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY' K K 8 D P
�n
=
90. 1008 110 MPH
FAX dML1F1P calncsilA,mlum mm
SHFFT 1n /1F 3n
FU
N
0-
w
(1)-1 /2"OM. B.
x9" LONG, 1"
SQUARE
FROM END
SEE FTGS,
OF POST
SCHED.
SQUARE POST
EMBED.
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
A"X0'rATSTEEL "'
6RACKET. T
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
Q�
NOTES: ALL COMPONENTS, ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
A572 STEEL'
3" SQ. POST (STL.)
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
i
PL.5/8"THK.
1 1/2" 1 1 1/2"
_WELDED STEEL BASE PLATE_
BASE PLATE SCHEDULE .
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C. D. F. G. 8 H
MAY 0 g 2009 FREESTANDING
BASE PLATE ANCHOR
p BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
.ESS/o"(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
C�4/pj„ (4 3/4" EMBEDMENT DEPTH)
a NO.37948
r
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
ATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10,20830 sf
P
URALUM PRODUCTS, INC.
FiAlds?-7n7i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND =
69 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY' K K 8 D P
90. 1008 110 MPH
FAX dML1F1P calncsilA,mlum mm
SHFFT 1n /1F 3n
r BEAM TO POST CONNECTION DETAILS "
((PTIONAL DECORATIVE WOOD, ALUM. OR HARDBORFASCIA • - ' 3" x 8" x .042" BEAM, '
3" SQ. STEEL OR r• --1 \) #14 S.M.S. EA. SIDE (4) -TOT.
MAG BEAM: ;° ( #14 S.M.S. TOP 8 BOTT. (2) -TOT. `
2-414 x 12" S.M.S. EACH SIDE OF 3" ° #14 X 1/2" S.M.S. TOP,
SO. POST (4 -TOTAL) - 8 BOTT. (2) -TOT. ! + 1 1/4"
ALTERNATE: 1l4"0 OLT W/ WASHER
EA. SIDE OF 3" SO. POST -
I 4' 6 1/2" r
ROOF PANEL I
` 5 Y \ • ` • ROLLFORMED OR
+ 110.. EXTRUDEDGU11- ALUM. BRACKET X
.7s • 1 O I (4)-#14 SDS @ EA. SIDE FASCIA t.
I g . 150.1 - - '
L _+_ TOP & BOTT. TOT.=16' #14 S.M.S: @1z°o.C. I
_ 3" SO. POST . .i. 2„ 1„
2.35" t 6 1/211.x 2' I
v I
, •-. .024"RAFTERI ,
2-414 x 12" S.M.S. EACH SIDE OF 3"
SO..POST (4•TOTALI °
ALTERNATE: 1/4'0 OLT W1 WASHER RAFTER "TAIL" TO GUTTER '
EA. SIDE OF 3•' SO. POST 3 x 3' ALUM. OR '
3 1
STEEL POST
14 3.125" FOR 3,x RAFTER C
3.00" 3" SO. POST
OR .240" ; ' • - O •I 2.125" FORA2 x`RAFTER
-
H - BRACKET TO POST
GUTTER FASCIA
MAG BEAM r 3" SO. POST !
3"SQ. STL. BE , J 1�3 f �ALUMrALLOY,3003-H24 ALUM. ALLOY 3003-H24_ r
r " ` t = .040" 6063-T6
1.50
1.50'0 1 1�2 1 j 1 t= .040" 3004-H36 ALUM.
28 3 221— * 2s"
''
(4).- #14 x 3/4" TEK SCREWS
P° BRACKET TO RAFTER'
4 _ O T O
2"x3" LATTICE T 1'.1/2" SQ. OR 2 �1/2" MIN.
• , TTIC-E=TUBE n
�� t QlotES3lON
18'x 2 "SMS=2 1l2
C+OR -3 1/2", TYP.' �� �CJ �. Cq,t-Q �� O �•
1 1/2" OR 2" SO. OR 2"x3" LATTICE
— — '@ 3"O.C. MIN. UP TOt7"O.C. MAXi Z HCl 2.750"
r /
UILI No '794.8 m
v —RAFTER r F Exp. 1 l (4) - #1r4 X 314" TEK SCREWS OR (6) #10 x 3/4" TEK'SCREWS
- ' BRACKET TO BEAM 1
' :LATTICE TUBE TO RAFTER (.
CIVIC
Y - • rU" BRACKET-`- RAFT -ER TO BEAM 18
4-
I '
��—
DRAWN BY: K.K
v ( Y
TOM CAMPBELL 8 ASSOCIATES, INC. r
w
BEAM O POST
LIVE LDnD =
iI zo a 3.psr"''
PATIO COVER SYSTEM -AS MFG. BY:
' DURALUM PRODUCTS, INC. t x
t
; f
f
'
E`
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT •-.
HORIZ. W NO = .
8269 ALPINE AVE., SACRAMENTO, CA 95626
SHEET 130F301'
.SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
90. 1008110 MPH
!p'IF\dF9-7�J1 Fexdna.ulCcalnVlNi�raliim�nm
•' • -
REVISED BY:K,K,RD.Pr
_
_
i
ISPLICE DETAILS 11 BEAM TO POST DETAILS
SIMPLE SPLICE
9„
T, I r1 1,'
. FULL MOMENT
I
#10 S.M.S. II #12 S.M.S. 11
(B TOT. TYP. THICKNESS =.035 i (24 TOT TYP. THICKNElSS = .035"
u 11
6.38" II
II
+ II + + +t + + �� + + ++
II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-1136 _____
OR 6063-T5 FOR EXTRU1nFn OR 6063-T5 FOR EXTRUDED -----I
O E T SPLICE MAY OCCUR
(2)#10 S.M.S.@ EA.
VALLEY,TYP.
NOTE: USE SIMPLE SPLICE ONLY NOTE. FULL M M N NOTCH [-BEAM FLANGE
IN ALTERNATE INTERIOR BAYS ' AT ANY LOCATION EXCEPT AT END BAYS AS NEEDED TO CLEAR
SPLICES _ ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I I SQ. TO PO T WO,N ZCOT WEB
O BAYS A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE I I THRU-BOLTS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERI R I L C -BEAM
3" I I`lI, Y c
................
. TOTAL= (B)-1/2"0 BOLTS i POST
06"
.................-. ..
.................. .....
1.00"
pFESS/pN SQ.
0 0 0 S 1. C,44 TO POST CONN.
2010„
SPLICE WHERE 4�- : r tZf'1 )
OCCURS _ _.070" + o o w F- No. , 7948
TYP.
� P' �C
....... ..... :............................... ..... -........... ...... ..... -.... .............................................................. i CI IL
#12 METAL BACKED,
• ED
ALUM.ALLOY
6063-T6 16" 1"
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 WASHER
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. 01(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: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741.2107
SPLICE DETAILS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 12 OF 30
REVISED BY' K K & D P I
90. 100 & 110 MPH
IQ1R1 AA7-7(171 FAY AM_151Q "=1nc51rLvalim ��m
90 MPH FREESTAND.& ATTACH EU UHtN LHI I lUt rHI IUB I/- Uri LE:00 L -/\r. u ILX v
3" SQ. STEEL
BEAM,
DBL. 3x8
x.042
BEAM
�BL•2"xs.5°x_o32"
BEAM
.: �
>
3 x8" BEAMMINSERT
} MINIMUM FOR
Ix
•ATT. 1¢— TYPED
F'osr rYae
FTG. F-
I—
(IN.) EXP. B
21 6' 2
.22 7' 2
23 2
23 9. 2
24 ,0 2
24 11' 3
25 12' 3
13. 3
26 14• 3
26 ,s' 3
26 16• 4
27 17' 4
27 18' 4
27 19' 4
27 zo 4
28 FOOTNOTE: '
HEADER AND
28 REQUIRED SPACING
ALLOWABLE SLAB
OR LESSER MUST
CHED
ANO
OF
FOOTNOTE:
TIOS
POST�:OR=3'!W8EAM
Ir <
p
m
F,
F
O Z m
V U g
¢ `u)
< O
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
'ATT.
_
Sp INGr
FREESTAND
Posr rvPe
z
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN.)
FTG.
(IN•)
MIN
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
EXP. C
EXP. B
EXP. C
2
.2
2
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
4'
17'-0"
14'-4"
2
2
2
G
17
�
17'-2"
32
G
20
14'-8"
32
G
.20
26'-9"
38
G
I
5
13'-7"13'-4'
,
32
2
2
2
G
1 �3
15'-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
G ..
6'
11'-4"
12'-G'
32
3 '
2
2
G
18
14'-6"'
32
G
22
12'-4"
32
G
22
22'-7"
38
7'
9'-8"
11'-7"
29
3
2
2
G
19
13'-7"
32
G
22
--
w1.1:'-7"
29
.�
G
22
21'-2"
38
G
f
F ; 1
9
=
'_ "
8 6
7'-7"
10'-10'
10'-3"
29
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19-11"
38
G
3
2
2
3
2 -
2
20
12'-2"
32
G
23
10'-4"
29
G
23
18'-11"
38MG
10'
6'-9"
9'-8".
29
G
4
2
2
11'-7"
29.
G
23
9'-10"
29
G
23
18'-0"
3225
11'
6'-2"
9'-3"
29
v
20
4
2
2
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
12'
5'-8" "
8'-10"
29
2'0
4
2
3
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
�-{
13'
5'-2"
8'-6"
32
H
21
4
2
3
32
H
24
8'-9"
32
H
24
16'-0"
32
H
14'
4'-10"
8'-2"
32
H
21
10'-3` '
5
2
3
32
H
24
g _5
32
H
24
15'-5.,
32
H
.15'41-6
7'-11"
32
H
21
g'-11"
5
2
3
32
H
25
8' 2..
32
H
25
14'-11"
32
H
16'
4'-3"
7'-8"
32
H
1
22
9'-7"
5
3
3
32
H
25
8'-0"
32
H
25
14'-6"
32
H
17'
4'-0"
7'-5"
32
H
22
9'-4"
5
3
3
32
H
25
7'_8"
32
H
25
14'-1"
32
H
18'
19'
20'
3'-9"
3' 7..
7'-3"
7'-0"
32
38
H
H
2 2
22
9'-1"
8'-10"
OR MIN.
MUST
SPACING
BE
NO. OF
EXCEED
USED
POST
38
H
25
7,-6"
38
H
25
13'-9"
38
H
H
2
�FE�.S
QFL .
Q`
38
H
•. i
26
13'-4"
38
H
3'-4"
6'-10"
38
H
22
8'-7"
38
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K.
DATE: 51052009
SCALE: NONE
REVISED BY: K.K. & D.P.
A FOOTNOTE.
/� �� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
Z COL. TYPES D-2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING
JI NO 948 r
Exp. FOOTNOTE: "SAMPLE"
CI L FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
n n ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
TOM CAMPBELL & ASSOCIATES, IN yvv LATTICE LIVE LOAD=
POST SPACING TABLE 10, 20 8 30 psf DURALUM PRODUCTS, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL'E I GINEERING FREESTANDING HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30
RANCHO CUCAMONGA, CA (951) 7 1-2107 AND ATTACHED, 90 100 & 110 MPH ln1R\ eR7.7mi Fox em.1R10 calocr�d,.alum r
EV
10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
3' SQ.
STEEL
BEAM
OST SPACING TABLE
FREESTANDING
COMMERCIAL AND RESIDENTIAL STR7CA(
DBL. 3"x8"x.042"BEAM
DURALUM PRODUCTS, INC.
11.1.1111-71111
DBL.2"x6.5"x.032"
RANCHO CUCAMONGA,2107AND ATTACHED
HORIZ. WIND =
BEAM
SHEET 26 OF 30
3"x8" BEAMw/INSERT
REVISED BY: K.K. 8 D.P.
.., .. .,. ..
90. 100 8 110 MPH
AX AM.1510
P..11`11-111-
FOR ATTACHED PATIOS
}
OR 3"x8"BEAM
MINIMUM NO. OF POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
MAX.POST
FREESTAND
MAX.POST
FREESTAND
Q H
m p
O 23
U
ATT.
ATT.
ATT,
TYPE D FOOTNOTE:'
-
a Z
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
SPACING
FTG.
m
FTG.
MIN.
FTG.
MIN.
FTG.
MIN.
FTG.
MIN.
POST TYPE 1
POST TYPE 2
EXP. B
EXP. C
EXP. B
EXP. C
F
N p
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
H
23
4'
17'-0"
14'-4"
32
G
17
19'-2"
39
G
21
16'-4"
34
G
20
29'-11"
39
G
6'
2
2
2
2
5
5'
13'-7"
13'-4"
32
G
18'
16,_6„
34
G
22
14'-8"
34
G120
26'-9"
39
G
24
7,
2
3
2
2
6'
11'4"
12'-6"
32
G
19
15'-8"
5' 0"
34
G
22
13'_4"
34
G 121
24'-5"
39
G
B•
2
3
2
2
24
7'
9'-8"
11'-7"
29
G
1914
6„
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
13-11"
8'
8'-6"
10'-10"
29
G
20
13,_7„
34
G
24
11'-7"
30
G
22
21'-2"
39
G
10,
3
3
2
2
26
26
9'
7'-7"
10'-3"
29
G
20
12'-1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
11-
3
4
2
2
12'-3"
10'
6'-9"
9'-8"
29
G
21
12'-2"
34
G
24
10'-4"
30
G
23
18'-11"
.39
G
12•
3
4
2
2
27
11'-8"
11'
6'-2"
91.31,
29
H
21
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
11'-1
12'
5'-8"
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'-3"
34
H
14'
4
5
2
3
27
13'
5-2"
8'-6"
32
H
2210'-8'10
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15•
4
5
3
3
2„
28
14'
4'-10"
8'-2"
32
H
22
10'-3"
34
H
26
g'_g
34
H
24
16'-0"
34
H
16'
4
5
3
3
10"
15
4'-6"
7'-11"
32
H
23
9'-119.6„
34
H
26
8'-5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
16'
4'-3"
7'-8"
32
J
23
9-7,
34
J
26
8'_2"
34
J
24
14'-11"
34
J
18•
5
6
3
3
29
2„
17'
4'-0"
7'-5"
32
J
23
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29 19, 5 6 3 3
11"
29 2o- 5 6 3 3
18'
3'-9.,
7'-3"
32
J
24
9 1
34
J
27
7'-5"
34
J
25
14'_1"
34
J
8'-8'
29 FOOTNOTE:'
19'
3'-7"
7'-0"
38
J
24
8'-10"
8'-5"
39
J
27
7. 0.,
39
J
25
13'-9"
39
J
HEAER AND OR MIN. F POST
20
3'-4"
6'-10"
38
J
24
8.7
39
J
27
-8"
39
J
25
1 1
13 -4
39
J
30 REQUIRED RED PAACING MUOSTOEXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
Q
�'� cJ t C��
I•A'`
(0
itiJ FOOTNOTE:
ON CONC. SLAB ONLY
COL. TYPES
D-1 =.024"
D-2
SIDEPLATES, USE
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
NOTE:
COL. TYPES
=.032"
FOOTING SHOWN REPRESENTS LENGTH
OF
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS. CUBED FOOTING
SLAB.
SIZE
W H Na 3.7
d
9 8 r
FOOTNOTE:
"SAMPLE"
EACH SIDE FOR
FREESTANDING
ONLY.
FIGURE
INDICATES EXPOSURE
B
FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6"
Exp 3
SEE ALTERNATE FOOTING TABLES
ADDITIONAL
FOOTNOTE:'
WHERE
ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
EV
DRAWN BY: K.K.
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
OST SPACING TABLE
FREESTANDING
COMMERCIAL AND RESIDENTIAL STR7CA(
70, 20 & 30 psf
DURALUM PRODUCTS, INC.
11.1.1111-71111
SCALE: NONE
SCALE:
RANCHO CUCAMONGA,2107AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
.., .. .,. ..
90. 100 8 110 MPH
AX AM.1510
P..11`11-111-
EV