09-0235 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
-_l
Application Number: 09-00000235
Property Address: x_.81437 GOLDEN -,POPPY WY
APN: 764-280-999-116 -300236-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2979
Annlicant:
Architect or Engineer:
�F �4ur�rw
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
MEL HOCHHALTER
81437 GOLDEN POPPY WAY
LA QUINTA, CA 92253
Contractor:
LA QUINTA PATIO COMPANY
40133 CALLE LOMA ENTRADA
BERMUDA DUNES, CA 92203
(760)863-4335
Lic. No.: 449379
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/16/09
-------------------------------------------------------------------------------------------------
' LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
Licen Class: C51 i ense No.: 49379
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
-issued.
ate: / .V ntractor:
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 CLARATION
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 IST COMP INS Policy Number WEN0003727- 03
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' compens ion 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 become subject t a or kers' mpensati provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of th Labor Cforthwith p ith prov'
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
/
7 ?7'
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
ate { pplicant:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
LAWFUL,
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE WORKERS' CO IPENSATION COVERAGE IS 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 I, 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 contractor(s) 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 1 I am exempt under Sec. , B.&P.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'l have read this application and state that the above information is correct. I age to c'with all
city and county ordinances an state laws relating to building construction, and reby awl
orerize rom ntatives
of th' court] y to nter upo he above-mentioned prope 'nspection ur s
ate: ignature (Applicant or Agent): _
Application Number . . . . . 09-00000235
Permit . .
. PATIO COVER PERMIT
Additional desc .
.
Permit Fee . . .
54.00 Plan Check
Fee
35.10
Issue Date . . .
. Valuation
. . .
. 2979
Expiration Date .
. 9/12/09
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
224 S.F. ALUMAWOOD
LATTICE SHADE
STRUCTURE ATTACHED
TO REAR OF RESIDENCE.
-----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary
-----------------
Charged Paid Credited
----------------------------------------
Due
Permit Fee Total
54.00 .00
.00•
54.00
Plan Check Total
35.10 .00
.00
35.10
Other Fee Total
1.50 .00
.00
1.50
Grand Total
90.60 .00
.00
90.60
LQPERMIT
Bin €f
City of La Quinta
Building a 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:fl!f37_WP6
A. P. Number:
Owner's Name:AEIL
Address: W q3 �Ta Llv�ii� ��� SCJ
Legal Description:
City, ST, Zip:�iU!
Contractor: L,I 6wA.) r,,� PA-r'/o c-(51
Telephone: %(
Address: 40 - ( 3 *3j Gfl:j LL 1= D /q jq E ti TJZ}}-bA
Project Description:
City, ST, Zip: /U 01 O C A- a o2
Telephone: 7 (O - 7 - / v'f 3
City Lic. #: 9% /
qS
-.q
State Lic. # : 1 3 7 '7
Arch., Engr., Designer:
Address:
City, ST, Zip:
'
Telephone:
State Lic. #:
Name of Contact Person:
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: # Stories: # Units:
Telephone # of Contact Person:
Estimated Value of Project:'o
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount..
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Celcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Crant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN ROUSE:-
'" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
81437 GOLDEN POPPY WAY
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE
C�UiNTA
F-------------------- Gii1 OF LA
F DEPT.
APPROVED
` DU�LD6G
FOR CONS
DAT - x'09 r8Y
7'-1'
FIBERGLASS
COLUMN WITH
STEEL POST
GOLF COURSE
251-411
5'-11"
O POOL
EQUIPT.
BACK YARD
PROPERTY LINE TYP.
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 741-2107
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum Products, Inc. patio covers, installed at the site
address noted below, with solid roof panels or lattice purlins, as cited in the attached
standard plans identified as Job.No. GF07-0674 and containing my professional
engineers stamp and signature, comply with the roof live, snow, wind and seismic
loading requirements cited in the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
(Minimum Design Loads for Buildings and Other Structures) and the 2000 Aluminum
Design Manual, ADM -01.
The standard plans accompanying this letter must properly identify all site-specific
information necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must be in accordance with the attached standard plans
as approved by the local authority having jurisdiction.
Please contact me at (951) 741-2107 or at ticampbell(d�charter.net should you
require additional information.
Sincerely,
Tom Campbell, PE
Site Information
Owner's Name
Address
City/Town
State
No, s7949
aW- 3M1/09
a_ CIVIL
1�42> CA � (!!Y" (�__C�! t_
61-
�L Wye
// y
PATIO COVER.SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER -
\GENERAL -NOTES
,GOVERNING CODES?
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL -BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE:
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND -OTHER STRUCTURES AND THE 2000 ALUMINUM -MANUAL -ADM 1-00-
DRAWING NOTES : - y Q�QFES$
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE. ETC.) SHALL BE CIRCLED AND CLEARLY
O_w
IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND - � 0
y
ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE CD
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL NO. 179 $ fi
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. �7
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED * Exp. 1
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS 7C
WITHOUT AN APPROVED CHANGE ORDER. CNIl-Q`
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. J�
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H. ` OFC��
6. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY SECURED TO AN.EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112 INCHES THICK AND IS �61 LOCATED INAREAS WITH A.FROST DEPTH: OF ZERO.
10. 20# L.L. AND GREATER,MAY'BE COMMERCIAL' & USED AS CARPORTS.
LOCATED -IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN LOADS:
11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H. 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT. ROOF LIVE LOADS: - 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GOUND: 50, POUNDS:PER.SQUARE FOOT. SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 301POUNDS PER -SQUARE FOOT ROOF: 30 POUNDS PER SQUARE FOOT
( EXPOSURE C, NON -HEATED STRUCTURE). ( EXPOSURE C, NON -HEATED STRUCTURE).
WIND LOADS: 90 MILES -PER -HOUR, EXPOSURES 8 AND C. WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100;MILES'P.ER.HOUR, EXP,OSURES.8.AND C. 100 MILES PER HOUR, EXPOSURES B AND C.
116MLES PER HOUR, EXPOSURES BAND C. 110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2
DESIGN. CONSIDERATIONS:
14. MINIMUM ROOFSLOPE.FOR SOLID..ROOF PANELS: 1/2 INCH PER FOOT.
15. MINIMUM',PATIO COVER SIZE: 50'SQU'ARE,FEET.
16. MINIMUM SIZE OF.EXI'STING ROOF'OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE.DESIGNATED "RIGED'BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS.SkALL:NOT,BE INSTALL•ED',INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS
DEFINED:IIN.ASCE/SEI.7;:SECT.ION: 6:5'.7.1.
19. THE F.REESTANDING<AND`ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED
AS "OPEN STRUCTURES'.IWACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE.FREESTANDING:AND'AFACHED:LATTICE. PATIO COVERS NOTED HEREIN ARE
DESIGNED AS "OP.EN:STRU TURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13
21 PROJECTIO,(N1:0).� ' WIDTOH (P FT), SHANL N(OT EXEIGH7_ _(H, FT. DIVIDED 8Y THE PATIO COVER
22 OR WIDTIHO(P, ) SMALL COVER
ONE (1; IVIC}ED�B( E j0 CL..M P lEU A
BUILDING & SAFETY DEPT,
FOR CONSTRUCTION
SEISMIC LOADS: SITE CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
MATERIAL SPECIFICATIONS:
23. 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.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25, DESIGN SOIL VERTICAL SOIL BEARING PRISSURE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL
BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH,
26. 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.
.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.
DATE 90 '61 BY
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
UVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 ps1
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
1 OF 29jos No..
REVISED BY: K.K. 8 D.P.
90,1008110MPH
(916) 452-7021 FAX 403-1519 salesQCuralum.com
cco�.4e�a
RAPrER• SEE TABLE o
AND FOR SIZE-`-" OPEN LATTICE TYPES sr
.i BL/LMAX. PROJ. O/
MAX PROJ f X/ST/NGe NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE SCHEDULE �G
SEE SCHEDULE V140/ MAN NOT BE ENCLOSED OR COVERED.
MAx. O.H. O.H _ - \
?S 25% OF SPAN RAFTER, SEE TABLE
�DFq"gr 0 \ FOR SIZE
AND SPACING-
QrrSpeq,� - .
qC/,1s
� ..- F
G-
`C66 25%OF SPAN L.F•
POS HEIGHT
SEE SC EDULE
POST HEIGHT
SEE CM DOLE
c
tB pC''"
LENGTH OF STRUCTURE VARIES _
16
OST UNTH SIDE- 01'p
A PLATES SEE DETAIL LENGTH OF STRUCTURE VARVES IN
SFFr�C gC''vG
6
3121 SLAB A.".� _ POST WITH SIDE.
T
�NqTE:.EACH COMPONENT:.IS'INTER- MAYBE USETTACHMENT. PLATES SEE TAIL
DWI9ERE' �T SogC/
CHANGEABLE VVITH"ANY OTHER sFfT sp SEE SCHEDULE . a �(F
COIVIPON 1 ENT UNLESS OTHERWISE SHOWN. 9gF /NG E@U E Ny' TE EACH COMPONENT IS INTER- 0 3 12' SLAB ATTACHMENT
QST MAY BE USED WHERE
�.. FOOTING W1iERE.R�IRED ,,,a^ s .
CHANGEABEE VJITH'ANY OTHER:: F sp PERMITTED.
SEE SCHED FOR FOOTI %CUBE 5 t FT
OPEN'LATTICE-TYPE-_ ATIO COVER f�OFES ONTENT UNLESS OTHERWISE SHOWN. �cF°Nc SEE SCHEDULE
NOTE THIS OPENLATTICE TYPE STRUC.
CALE NTS - MAY ,IDT BE ENCLOSED OR CO Q �w FOOTING WHERE REQUIRED,
S ;> SEE SCHED. FOR FOOTING CUBE SIZE
E".AT-T EHCA D S NGLE'SPAN«LATTICE¢STRUCTU� P`' {. .!� CCC
--Eft ATTACHED'MULTISPAN LATTICE STRUCTURE "
---------------
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED OR COVERED.
MAX�a
No: 7 48 1- MAX. PROA.
RAFTER, SEE TABLE` - -4 '° SEE SCHEDULE
FOR SIZE SEE SCHE U NOTE: THIS OPEN LATTICE-
AND SPACING MAY NOT BE ENCLOSE R
a
KRAFTER SEE TABLE '.
FOR SIMAX:ZE
?S�O,c �_ O 25 OF SPAN O,H 7 ,,< :A AND SPACINGk
_ O H ,
31
'1'G-_ �.• '`" ' .r;,.ri �Q� O 2596 OF.SPAN � -� `
OSTHEIGHT k- s _ lh /
S HEOULE
SE EDULE
' rt8 r
LENGTH OF STRUCTURE VARIES
- 16
O
k9
CST CROSSSECTIO LENGTH OF STRUCTURE VARIES
SEE POST OETAI
SBFT-qPOST CR
OSS-SECTION•
SEE POST DET L
NOTE: EACH COMPONENT IS INTER -3 12?SLAB S� gTSpq
MAY BE USED - eC�cG 3 12' SLAB
CHANGEABLE WITH ANY:OTHER sFfT SA I TOCONSTRAIN
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. 4g ANG' FOOTING, SEE p TO CONSTRAIN
e SCHEDULE NOTE: EACH:COMPONENT IS.INTER- s QsT FOOTING. SEE
CHANGEABLE WITH ANY OTHER,FF °q SCHEDULE
OPEN LATTICE -TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS-OTHERWISE"SHOWN.
SCGU
ALE: NTS SEE SCHED, FOR FOOTING CBE SIZE FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE;'G''FREESTANpINGS,I:IyGLE: SPAN�L�ATTICE..S,TRUCTURE:. TYPE'"H'<-FREESTANDI_NGMU.LT(S.:FAN: `',.TTICE STRUCTURE
_. _ .
ICC: E S EVAL-UATIOPP ` `q DRAWN BY KK::.` " ;;TOM -CAM BELt & ASSOCIATES`INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER GATE: lorM007 OPEN LATTICE 10, 20 & 30 sI DURALUM"PRODUCTS INC. SHEET
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING sraucruRES P 3 OF 29
ER- SCALE NONE r HORIZ WIND 8289 ALPINE'AVESACRAMENTO, CA 95828
ALTA'LOMA CA 1951) 741.2107 108 NO GF07.0874
'REVISED BY
,K K & DR &
91
.. .- ,.. .. ..,_ ...-.:.._ .•.: _::.:,..::.: _ foo i 0 m,
)'4527021..fAX•40 1519selasa0uralucom
90 10 MPH .
SOLID PANEL TYPES
ATTACHMENT CHANNEL (EN ATTACHMENT CHANNEL LENG T
SEE DETAIL ANO ALUMINUMS' THOFSTRU ALUMINUM SEE DETAIL'S, SHT. 7 ANDSH HOFSTRU
S FOO SEp SE THEPROJECT p �L CSf1/VjA fS SEROOF PANEL EOR SPAtISE MIN.0.5' SLOPE PER FT. THE Pi=p ECT6H F CTUSENctos fD/fS
D
"O.H." NOT TO EXCEED 25% _ H." NOT TO EXCEED 259/*
OF'SPAN OF SPAN
-
SEE DETAIL FOR SPLICEU SEE DETAIL FOR SPLICE J
/'OST OPTIONAL: CANTILEVER BEAM m v 'POST OPTIONAL: CANTILEVER BEAM
1 112" SQ. SCROLL POSTS EESCH AG//yG SEE SCHEDULE FOR i = 1 1/2" SQ. SCROLL POSTS 'EFSCp f C/NG SEEPOS SCHEDULEFOR
m m
fbt,�Es POST SPACING 0(j�v
. OH. .259'.0"
O
2i 3 112" SLAB. ATTACHMENT 1/2" SLAB ATTACHMENT
25c - T
MAY BE USED WHERE HALTERNATE: 6 OFSPA Cff in r MAY BE USED WHERE ALTERNATE OF SPA
PERMITTED. 'SINGLE POST N PERMITTED. S'INGLE.POST , N g
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12' AX .= 12'
x>
NOTE. O SPLICE AT THIS
NOTE: NO SPLICE AT THIS POST AND AT END BAY
+ POST: AND AT END BAYS.
cC
�'• J
FOOTING WHERE REQUIRED QR �E$$ 7 OTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE O �:C CHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS I_ PCJ A NOTE: EACH COMPONENT IS INTER-
CHANGEABLE. WITH ANY OTHER CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS, OTHER COMPONTENT.UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN WLCANTILEN ER - .E "B". ATTAC'MED=MULTISPAN W/.C'ANTIL EVER OPTION
oc
ALUM
#ALUM
NUM
ROOF
PIANE O.H `ENGTHOFSTRVCTURfVAR j� CN1l..ROO PIANEL MIN. 0.5"SLOPE PER FT. O.H EilGTiiOFSTRVC�RfVq
SEE SCHEDULE 9'C SEE SCHEDULE R/fS
FOR SPANS O N (MAY NOT eEENCIOSED) , «g�.. FOR SPANS O.H P` fMAYNQTBEENCtOSE'D
"O.H." NOT TO EXCEED.259/b, w 7.r�" s IH'" NOT TO EXCEED 96
�^Q 25
OF SPAN :>sM—� a x F SPAN.
fri
SEE DETAIL FOR SPLICE"
SEE DETAIL FOR SPLICE
SEET3pACit k SEEISC EDU�FORE�R BEAM S TSi'AClly y' SEECA
ISCHEDU EFORVER B
SQ. POSTS, SIZE VARIES SCI/fD(7LE POSTSPACIN = SQ. POSTS, SIZE VARIES SCHEpPST SPACING
SS: ~
3 1/2" SLAB Q?So 3 112" SLABH' _
MAY BE USED ALTERNATE: 6.OF SP E MAY BE USED ALTERNATE OF
TO CONSTRAIN SINGLE POST AN TO CONSSRAIN SINGLE POST,•
FOOTING, SEE SEE SCHEDULE FOOTING; SEE SEE SCHEDULE iv
SCHEDULE NOTE D SPLICE AT THIS SCHEDULE NOTE . O SPLICE A THIS
iPOST.' ' D AT END BAYS. TTT ;POST DAT END BOYS.
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER- "
112 x 9" STEEL ROD NOTE: EACH;GOMP.ONENT IS INTER- 112 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE-WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT_UNLESS OTHERWISE SHOWN.
TYPE "C" FRE. ESTANDLNG W/CANTILEVER,OPTIO.N - TYPE:".D".FRE-ES=ANQING MIJLTISPAN W/.GANTLLEVER O.PT.IO.N
I:C.C: 'E.S. EVALUATION' , :'' DRAwri'.BY. ILK: : s TOM OAMBELL 8 ASSOCIATES, INC UVELOAD SAO GOVERhSYSTEM AS MFG 'BY
4
' DORALUM PRODUCTS:INC.'"•. SHEET
REPORT NUMBER DATE- 10/232007 COMMERCIAL AND RE5IDENTIALSTRUCiURAL ENGINEERING 4 'SOLID PANEL .. - 1Q 204 3_09sf
ER- SCALE: NONE STRUCTURES 2 OF 29
ALTA LOMA CA (951) 741-2107 HO_RIZ_ NNE) - 6269 ALPINE AVE-; SACRAMENTO, CA.95826
V:1 90' 109,8 11� MPH JOB NO. GF07.087"
;REVISED BY: K.K. 8 D.P. _ - -
--(91§j:4527021FAX403-1519 sales@Ouralum.wm,
RAFTE-R SPANS FOR OPEN LATTICE COMMERICAL & PATIOS
6 5" ALUM. ALLOY 3004-H36
2•• OR EQUAL 3" 2" 651,
* SEE NOTE BELOW
024"
032"
•�2..
ALUM. ALLOY 3004-H36
OR EQUAL
TRIBUTARY
c
n
N o
- --DBL-2 x 6 1/2" RAFTER
90 MPH 100 MPH
EXP.•B iEXP.C, EXP: B EXP:C
110,MPH
'EXP. B EXP.0
(PSF)
(IN.)
%
�?
c
y 0
)2 x 6
90 MPH -
EXP. B ,EXP.0
1/2" RAFTER
100 MPH
EXP. B >EXP.C,
11OMPH
EXP.: B EXP.0
16'-6"
18'-1"
f10�
024
16"
14'-4"
13'-0"
13'-0"
11'-8"
12'-10" 11'-4"
11' 8" 10'--T� 10'_7' 9'-6" 10'-4" 9'_3„
24" {
.032
16" 19,_1„ 17'-4„ 17'-4" 15'_6" 17,_1„ 15,-4"
24" 15,_6„ 14'_2„ 14,_2" 12'_8" 13' 11" 12'_3"
.042
16" 26,_4„ 23'-10" 23,_10„ 21'-6" 23'-0" 20'-10"
24" 21'-6" 19'-6" 19'-6" 17'-6" 18'-9„ 17'_0.
20
.024
16"
10,_8"
10'-8"
10,_8"
10'_8"
10'_8"
10'_8„
24" 8'-9" 8'-9" 8'-9" 8'-9" 8'-9"
8'-9"
.032
16" 14'-3I!."14'-3" 14'-3" 14'-3" 14'-3"
14'-3"
.-
24" 11'-8" ' 11'-8" 11'-8" 11'-8" 11'-8"
11'-8"
.042
16" 19,_8" 19'_8" 19'_8" 19'-8" 19'-8"
19'-8-
24„ 16'_1" 16'_1" 16'_1" 16'_1" 16'_1"
16'_1"
30
.024
16"
8'-10"
8'-10"
8'-10"
8'-10"
8'-10"
24" T-2" T-2" 7'-7' 7'-7' T-7'
7'-7'
.032
16" 11'-9" 11'_9" 11•_9" 11'_9" 11,_9"
11,_9"
24" 9'-7' 9'-T' 9'-7' 9'-T' 9'-T'
9'-T'
.042
16" 13'-6" 13'-6" 13,-6" 13'-6„ 13'-6"
13,_6„
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"
13'-3"
MAX
i
_ .024"
032"
90/100/110 MPH
No. 79 8
Exp.3
TRIBUTARY
c
n
N o
- --DBL-2 x 6 1/2" RAFTER
90 MPH 100 MPH
EXP.•B iEXP.C, EXP: B EXP:C
110,MPH
'EXP. B EXP.0
(PSF)
(IN.)
%
024
16"
20'-3" 18'-4"
18'-4"
16'-6"
18'-1"
16'-0"
15'-0")15'-0" 13'_6" 14'_5"
13'_1„
16"
.032
26_7"
" 24,-6"
24'_6"
22'_0"
24'_2"
21,-4„
+24"16'-6"
" 20'_0" 20'-0" 18'_0" 19'_8"
17'_4"
20'-10"
.024'
20'-6"
15'-2"
15'-2"15'-7'
15'-2"15'-2"
20
" 12'-4"
12,4„
12'-4"
12'-4"
174"
21'-0"
.032
16"
20'-7' 20'-7'
20'-7'
20'-7'
20'-7'
20'-7'
24" 16'_6" 16'-6" 16'-6" 16'_6" 16'_6"
16'_6"
30
.024
16"
12'_5" 12'-5"
12'_5,
17_5•
12'_5"
12,_5,
24„ 10'-2" 10'-7' 10'-2" 10'-2" 10'-7,
10,_7'
.032
16"
16'-T' 16'-T'
16'-T'
16'-T'
16'-T'
16'-T'
24" 13'-6" 13'-6 13'-6" 13' 6"
3'=6"
A
* ENGINEER'S NOTE: WHERE SINGL04%
BETWEEN MAY BE USED AT 32" Q.Q..
No. 79 8
Exp.3
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
3 0" I � 8 0"
042"
*SEE NOTE BELOW
TRIBUTARY
WIDTH
3 x 8" RAFTER
>SF)
(IN.)
90 MPH
100 MPH
110 MPH
\\I;
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
10
.042
16"
28'_2" 1
26_7"
25,_7,
22'-6"
25'_2„
21,_2"
24"
23'_0"
20'_10"
20'-10"
18,_9"
20'-6"
18'_2"
20
.042
16"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
24"
17'_2"
17'_2"
17'_2"
17'-2"
17'_2"
17,_2"
ALUM. ALLOY 3004-H36
OR EQUAL
EXPOSURE B & C
3 0" I � 8 0"
042"
*SEE NOTE BELOW
042 I 16" 1 17'4" 1 17'-3" 1 17'-3" I 17'-3" I 17'-3" 117'-3"
30 124" 1 14'_2" 1 14,_2" 1 14'_2„ 1 14,_2" 14,_7' 1 14,_7'
J, DOUBLE RAFTERS WITH 3" MAX. SPACING
ANGLE RAF FF` ,S ANS ARE NOT EXCEEDED
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY -
WIDTH 112 SPAN + O.H.
M NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: ICK
C :?
c
a
u, 0
3 x 8" RAFTER
>SF)
(IN.)
90 MPH
100 MPH
110 MPH
EXP. BI
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
10
.042
16"
28'_2" 1
26_7"
25,_7,
22'-6"
25'_2„
21,_2"
24"
23'_0"
20'_10"
20'-10"
18,_9"
20'-6"
18'_2"
20
.042
16"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
24"
17'_2"
17'_2"
17'_2"
17'-2"
17'_2"
17,_2"
042 I 16" 1 17'4" 1 17'-3" 1 17'-3" I 17'-3" I 17'-3" 117'-3"
30 124" 1 14'_2" 1 14,_2" 1 14'_2„ 1 14,_2" 14,_7' 1 14,_7'
J, DOUBLE RAFTERS WITH 3" MAX. SPACING
ANGLE RAF FF` ,S ANS ARE NOT EXCEEDED
PROJECTION
SPAN
O.H.
h
TRIBUTARY TRIBUTARY -
WIDTH 112 SPAN + O.H.
M NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: ICK
TOM'CAMBELL' & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/23!2607
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 8 30 ps1
OURALUM PRODUCTS, INC.
6 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
HORI2. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
J08 N0 OF074074
REVISED BY: KK 8 D.P..
90, 100 4110 MPH ,- -
(918).Q52;7021 FAX.403 1519 sales@duratum.com
PANELFASTENERS
24"
24" TRI='V" PAN
L.L.= PSF 90- MPH 100- MPH 110 -MPH
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.
20 #10 S.M.S. #10 S.M.S. #12 S.M.S.
30 #12 S.M.S. #12 S.M.S. #12 S.M.S.
11" X J 1 /1" VV H/11VtL
L.L.= PSF
90• MPH
100- MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
90/1-.00/.:110 MPH
075"
750" 1-
.440„
EXPOSURE -B & C
m
j
L.L.= PSF
OPTIX® PRODUCTS ACRYLIC
PER
R9.250 I.C:C. E.R. 5411 OR EQUAL
10
SKYLIGHT DETAIL
#10 S.M.S.
SCHEDULE OF ALLOWABLE- SPANS: FORTS" / 8"x 2 1/2"
20
FLAT
PANEL ADJACENT'TO SKYLIGHT PANELS
#12 S.M.S.
L.L.=
6 PANEL SPANS / 8" PANEL SPANS
#12 S.M-.S.
#12 S.M.S.
t=.020"
t=.024"
t=.032"
t=.040"
6"
8"
6"..
8"
6"
..8"
6"
8"
10
10'-2"
12'-9"
13'-4"
14'-7"
�i. C
.o
B�
rO r
20
8'-10"
10'-3"
11'-4"
12'-3"
No q 79 8
"
:m
30
r -r'
a'-4"
s' -1o.
101-8"
Exp.
3
USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS
CNIt
4FCAL/
122
LC.C. E.S. EVALUATION
L.L.= PSF
90- MPH
1007 MPH
110- MPH
10
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -VS
.30
#12 S.M-.S.
#12 S.M.S.
#12 S.M.S.
LC.C. E.S. EVALUATION
oliAwri aY: K.K:
TOfN CAMBELL''8 ASSOCIATESrINC.
livE LOAD=
PATIO COVER:SYSTEM-AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
-
10, 20 830 psf -
DURALUM PRODUCTS, INC.',; _
SHEET
E R-
SCALE: NONE
-
ALTA LOMA. CA (951) 741.2107 - -
PANEL FASTENERS ..
HORiZ WIND =
..
8269 AI -Pik AVE., SACRAMENTO, CA 95626
5 OF 29
-
90. loo:i
(gj6) 452-7.021 FAX.4011519 sales@duralum.com
JOB NO. GFO)-077<
HANGER CHANNELS AND M:OUANTIN&BRACKETS
ALUM. 3004-H36 1.50" WALL FASTENERS
060 SEE TABLE
_ 1.50 I 11
810 SMS @ PANEL
LOCKS OR 88 SMS
AT EA. CONTACT
' o WALL
FASTENERS
1.7 5" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \�
ALUM. PANEL 2x 0�
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
.563"
c� cri � .281" „
ALUM.ALLOY
6063-T6
.060B-
EXTRUDED
060' EXTRUDED HANGER CHA EL
EXIST. EAVES, RAFTER
EXISTING EAVE CONNECTION. 2O .
.25"R
CONTINUOUS A. RAIL
ROOF PANEL 3 (WHERE OCCURS) e
ALUM:ALLOY
~ 6063-T6
ALUM.ALLOY
810 SMS EA CONTACT W 6063-T6
WALL CONNECTION O I.R. HANGER cc
2.740"
T=.060" -
WALL FASTENERS
SEE TABLE
EXIST. RAFTERALLQ:INABLE
HANGERI.RAIL,FASTENERTO FASCIA, WALL (STUD,,MASONR(OR CONC.)
WIND AT 2x FASCIA
DESIGN W1 SIMPSON1A35
AT WOOD STUD
16" O.C.
SPACING
AT MASONRY: OR
CONCRETE
LL=10 -
LL=10 LL=20 LC" -30
LL=10 LL=20
LL='
LL=10 LL=20 :LL=30
70
A C C
E H
H
J J K
96
B C C
E H
H
J J K',
110
D C C
G H
H.
J J K. '
9'-1" .
5-6"
2"x8" FULL
24" O.C.
1 2'-0"
23'-1"
DESCRIPTONIOF LAG.SCREW (SEE --.NOTE BELO
13'-5"�
wo
zz
maw
QN�
LL V)
A 1Y4:0x11/2,@:12 O.C:
B=318"0z1 112.@16" O.C.
C-3/8"0ic.1 1/27@12"-O.C.
D=7/16"0x1112"612"O.C.
E 318'0x21127@16"O.C.
F=7/16"R/z2 1/2"@16" O.C.
=7/16"0x2 112"@12" O.C.
H=3/8"0x2.1/2"@12".O.C.�...
-
J=1%4;0x1.1/8"@-.1&A.B:
K=114"fOx1 1%8"Q12" A.B.
EXIST. RAFTERALLQ:INABLE
'DRAWN BY: K.K.
DE_GK / RAFfER:SPAN
RAFTER SIZE
SPACING
OVERHANG •
LL=10 -
CL" -2d'-
" LL=30 /
2" x 4"
FULL OR
2" x 4"1'-6„
FULL OR
16" O.C.,
to. zo:a 3D:r ' �'
14'=5"
7`=7"
2'-0" 8';5" 4-4"
2'-4" Aol'
24" O.C.
8'-2" 4r3",
21_5"
2'4" 3'-9" -
-
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-5"
9'-1" .
5-6"
2"x8" FULL
24" O.C.
1 2'-0"
23'-1"
22'-1"
13'-5"�
NOTE: 10, 20 & 30 L.L.=
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.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 &
11.1.2.
==�"��
'DRAWN BY: K.K.
t0#;L.L.-(2)#8 SMS -EA- SIDE
S
11/2" 20l00#L':L.=(2)#1.0SMS-EA'SID
?ATIO CQVER SYSTEMrAS MFG: BY:
-- --
REPORT NUMBER
DATE:
DATE: 10/232007
"
-3/4" OR 1 112"
to. zo:a 3D:r ' �'
"
DURALUMPRODUCTS. INC.
SHEET
t2x6,1/2"
NONE
REVISED BY: K.K. B D.P.
ALTA LOMA, CA 951 741-2107
( )
SAND BRACKET
ATTACHMENTS
HORIZ WIND:=
SO '100 & 1•tO.MPH
5" MIN.
7 OF 29
JOB NO. Gvmaw4
I
RAFTER
/4" OR 1 1/2"
' - .. � . � _ , - ..
1
& 30 PSF'--+--+-+-^
2-#14x2 314' WD. SCREWS ALL
OTHER DESIGN LOADS.
RAFTER TO
W, EL_CONNECTI�O3
APPROVED 3" OR 4"
INSUL, ROOF PANEL
.{— 1
w
N
O
O
L O
fJ
0
O
#10 SMS T&B
i-� 1,q 12" O.C.
r No. 7948
eCN.tI
?-Ts ` Oo
E 3/16"
6. 0 STEEL
D 1/4"0 HOLES TYP.
0 NOTE: PROVIDE WATER
8 0 _ PROTECTION, METAL FLASHING
0 j CAUCK JOINTS•AND SLOPE
C I TO DRAIN
TYPICAL BRACKET AT EVERY 2x
MAX. DIST.
TO FIRST POST
\ COVER SUPPORT
BEAM OR WALL.
EAVE LENGTH 12•-0"
MAX.
216 OR 2X8 LEDGER
RAFTER
(3)-#1 c3 12" W.S. )-#10x1 3/4"
PATIO COVER
NOTE: PLACE'SIKA FLEX- OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER -W/
CAAAG rrl—Mrnnr."c
I.C.C. E.S. EVALUATION .
'DRAWN BY: K.K.
TOM'CAMBELt &ASSOCIATES;"INC.
LIVE<COAD
?ATIO CQVER SYSTEMrAS MFG: BY:
REPORT NUMBER
DATE:
DATE: 10/232007
�
COMMERCLALAND RESIDENTIAL STRUCTURAL''ENGINEERING
iH GERCHANNEL
to. zo:a 3D:r ' �'
"
DURALUMPRODUCTS. INC.
SHEET
ER-
NONE
REVISED BY: K.K. B D.P.
ALTA LOMA, CA 951 741-2107
( )
SAND BRACKET
ATTACHMENTS
HORIZ WIND:=
SO '100 & 1•tO.MPH
8269 -ALPINE AVE.. SACRAMENTO. CA 95826
7 OF 29
JOB NO. Gvmaw4
.
' - .. � . � _ , - ..
, �.:. •-._, -�.- �
��- �.,._.. _.._...� ...,..,,.
(916)`452 7027; FAX403-1519 sales@durelum.com
COLUMN / POST TYPES & SURFACE. MOU_.NT -ATTACHMENT DETAILS
= t.
I_3„1_2.,1 3.00" SQ.
3.00"SQ. 3.00" SQ. JK =3"SQ.xt=.188"
.032" #1'0 SMS
— 024 Q24"O:C. J1.00if I o =WSQ.xt=.250"II
EA.� SIDE
_ o
6.5 O7D�r =4"SQ.xt=.188'II
3" c
X032" 14!'R �yy °f =5"SQ.xt=.188„
ALUM• I -nrp .040":AL-UM. 1
032" .048"STEEL
E 3,0".4.0" OR 5.0"
024"/LC28" y O
O 5/8"
3" -..SQ. ALUM POST 3 SQ ALU M POST O ' ` � MAG' POST SQUARE
WITH SIDE PL.ATES_7 D A �3o s 3" SQ ALUM I?OST STEEL POST
ALUM."ALLOY 3004 H36 " SQ. STEL POST
ALUM. ALLOY'3004H36 ; 5 ASTM A653 SS GRADE 40
.. ' ALUM: ALLOY 6063-T6
ALU .ALLOY
-3.00" OR
Q+�QFE 6063-T5 2.40" z.o°
�1,CAMA� ` O 1.375" rt 7/16"OHOLE 56" 2 FLANGES
2 1/8" APART
75"
0 ASTM A653 SS GRADE 40 STEEL 1.125" 2.5..
~ NO. 79 8 75" 75" BASE FLARES
`157" TO 3"IMIDE EA.
1.6)0" TYP _ � � 7—_ _ SIDE OF FLANGES
USE FOR 3:'
'9J�,• INSTALL WASH PLATE POST ONLY
5 , 090" TYP. 5.50" It 1.7/16"O HOLE
1%"x x 5' x i WHEN USING
IN 110 MPH 1NIND AREA 8 2-3/8" HOLES
2" 070 BRACKET FOR 3" POSTS q? 5%76"O HOLES 4 TYP. EA. SIDE
��,,.,�� ALUMBRACK�ET STEEL "T" BRACKET 5
"LAG
�
LAG.SCREWS OR - _ _ 21/8"-6" -- - - `--- - -
p3j wALUM.A
6063-T5 3-x-8"ALUMrRAFT: BRACKET
3' x 8'�AL-UM�HE
BRACKET-�
R��FTER� BRACKET
2;1(8
._ -
DRAWN Bv: KK` _�
"T" BRACKET
_
LIVE LOAD =
PATIO -'COVER SYSTEM"AS MFG. BY:
SHEET
'
REPORT NUMBER
Q 3"SQ. POST W/
�:C=OMMERCLALANDRESIDENTL4L STRUCTURAL ENGINEERING
- - >..
10.20 & 30 ps(.
TYPES _� - -
DURALUM"PRODUCTS,' INC.
ALPINE CA 95626
1,
ER...,_,,.,;,,.. ,.y -, - .•,. _
(2)-#12 SMS EA.
.•:. ALTA -COMA CA`(951)741-2107,�-' - -
3" SO. ALUM POST
8269 AVE.JSACRAMENTO,
(x.16), 452.7021, FAX 403-1519 seles�duralum.com
JOB NOOf07.OB74
O
1
2„
SIDE OF POST OR
1/4" M.B. THROUGH
POST
7 GA. PL. (.18")
11/16"0 ROD
3/16"
IIB' 2
1040 STL.
AUGER PARTS PAINTED
20
20
"RUST-O-LEUM" OR -EQUAL
3"SQ.POST BRACKET:
2 1R"x 2 1rz"
OR HOT DIPPED GALVANIZED
(I )A14" 0 M.B.
x T GA. STL.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
PLT. ASTM A36
4" DIA. 9 GA.
ASTM A-36 HELIX
3/16"
9"x16'W GA.
STEEL PLATE
SINGLE PASS WELDED
NOTE:
ASTM A36
AUGER ANCHOR
MAY BE USED WITH
AUGER PARTS PAINTED
3"SQ. ALUM. POST
RUST-O-LEUM" OR EQUAL
ONLY.
OR HOT DIPPED GALVANIZED
NOTE:
oR ELECTROPLATED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
USED FOR 10 Ll: ATTACHED; STRUCTURE.ONLY.
-
SINGLE PASS WELDED
QF
STEEL FOOTING
I.C.C. E.S. EVALUATION ` '
._ -
DRAWN Bv: KK` _�
__•-_ _ _ _ ..._.. ; _.
TOM CAMBELL &ASSOCIATES,' INC
_
LIVE LOAD =
PATIO -'COVER SYSTEM"AS MFG. BY:
SHEET
'
REPORT NUMBER
DATE: 10/232007COLUMN7
NONE
�:C=OMMERCLALANDRESIDENTL4L STRUCTURAL ENGINEERING
- - >..
10.20 & 30 ps(.
TYPES _� - -
DURALUM"PRODUCTS,' INC.
ALPINE CA 95626
g OF 29
ER...,_,,.,;,,.. ,.y -, - .•,. _
SCALE ,.
REVISED BY KK -SDP . :::... .. :..
.•:. ALTA -COMA CA`(951)741-2107,�-' - -
-HORIZ WIND =
,P - 90;100&11trMPH, =
8269 AVE.JSACRAMENTO,
(x.16), 452.7021, FAX 403-1519 seles�duralum.com
JOB NOOf07.OB74
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
-t.6kANW 6Y:'K.K
m it IA.
'AwiSEL . L 66-rEt IN . C.
COLUMN
COLUMN POST TYPES & S..!4R EMBEDMENT DETAILS
fAQ-�- MOUNT AND E
REPORT NUMBER
ALUM,''rqp.AtmT USE WITH
-
COMMERCIAL AND RESIDENTIAL STRUCTURAL : UCTURAL ENGINEERING
�_/
10. 20 & 30 psf
6Lj§ALUM-.Pk6bUCTS, INC.
1(916
•
"T' BRACKET
P
POST TYPE B.C.D. OR E.
0 8 C
T POST
PT _r
STEEL.-rSRACKET USE WITH
S E L. BRACK
E
POST TYPE 8,C,DE.F.G.H.J OR K.
S TYPE C
POSTE 8
ypE
-STEEL
S PE
E 4';� E
FG. H. i OR K
�3)_5/8"OBOLTS
0 R POST TYPE J
@ 3"SQ. POST Wl
Po
3"SQ. POST (2)-# 12 SMS EA.
' 't
3" SO. POST LUM.-rBRACKET:
ALUM reRACKf
USE (2)-1/4"0 x 3'HILTI
S 2)1/4-0 x 3
USE
82§9 ALPINE AVE.. SACRAMENTO. CA 95826
9 OF 29
+
SIDE OF POST OR
KWIK OR
KWIK BOLTS OR EQUAL
K BOL
B�
90, 100&1:iqlmPt - ::(g16)
/1'12,DEPTH OF
/;2OBOLTS 16"INSERT
OTHER
1/14" M.B. THROUGH
POST
STEEL RACK
SEE NOTES BELOW STEEL;ZRACKET:
F DOTING OR
ALL X.188"
CONDITIONS 4 5"
ASTM A36
USE (2 e_HILT1 KWK
USE (2)318-HILTI
(2)-114"0 HILTI "WAK"'
BOLTS OR EQUAL
R EQUAL
-i
STEEL
BOLTS, OR EQUAL, EACH
BRACKET TO SLAB. ('PER
w
V
7o'SQ.BASE ;IT.
ICC E.R.4627, EMBEDED
w
2 1/2" MIN., & APPROVED
4
4
7u.w,.,
12"S .BASE PLT
FOR 3254 PULL OUT)
LU c,
18"SO.BASE PLT
DEll TH 4
co W,
ATM A36 STEE
SLAB SHALL BE IN
GOOD CONDITION
POURED CONCRETE
FOOTING SEE NOTE
L)
U)
/ j
T' SO. POST (STL.) '3
FOR SIZE
Lu
1 ir2"OM.B.
I.KONG, I"
OR FLUTED
) POST
OR 4" SO. POST (STL.)
31/2" MIN.
SEE FOOT,
SCHEDULE QUAR&—
SQUARE
FROM END SEE FTGS,
INSERT
EXISTING SLAB O7
3" SQ. POSTS TO CONC. FOOTING8O
OF POST __SCHEID.
\SQUARE POST EMBED. ONTO
G
1 FOOTING-
PL.1/2'7HK.
L
1 1 t2** r 1 1/2"
irz,
-- /f,i
2" 1 1 14"
-WELDED STEEL BASE PLATE Q
ATTACHED
ATTACHED ONLY
NOTES:
BASE PLATE SCHEDULE
ALTERNATE
FTG.
FOOTING & ANCHOR-'BOLTS1.
PLT. SIZE USED WITH POST TYPE. SEE SHT.
DO NOT USE ALUM. "r
IO'SQxl/r B, C. F. G
BRACKET WITH 3X8 SM.
WINSERT, MAG. BEAM. 4- OR
7"I-BEAMS.
2. POST TYPE E
CUBE SIZE SO. 18" DEEP CUBE FTG.
FOOTING SIZE
SINGLIE.POSTS
EMBED..
12%Q110 8, C. D, F. G. & H
181, SQ. 12"
BOLTS.
16-SCLx12" B, C, D, F.G,&H
20 21 " SQ. 12"
23' & 24' CUBE
(2)-112-0 PULL-OUT-3
1/2'
625#AMAX . EACH
INSTALL=-WASHER PLATE, 2- X
6
' - . a_- -pEkcm
0'S,'-
"86RAC "RACKET. T.
22" 25" SQ. 161,
25" - 301 CUBE
(4)-1/T0:PLlLL-OUT=
626#%MAX. EACH
—
3
24" 28" SQ. 20"
26" 32" SQ. 23"
31" - 34" CUBE
.(4)518"0 PULL-OUT=
4'
FREESTANDING
855# MAX EACH
3. POST TYPE F
DONOT-USE.STlEEL-r
BASE PLATE ANCHOR
28" 25"
35" SQ.
35" - 39* CUBE
(4).3/4"O PULL-OUT=
1375# MAX. EACHBASE
8.
BRACKET. W/ -.7" 1BEAM.
F s
%
30" 39" SQ.
PLATE
ANCHOR BOLTS (SIZE & TYPE)
32" 43" SQ. 30"
40" - 42" CUBE
(4)-1"0 PULL-OUT=
1 &LW MAX. EACH
.
6"
10"xlo*x 1/2"
(4)- 3/4"0 x 8' EMBEDMENT
HILTI SS KWIK BOLT-11
PER I.C.C. E.S. #4627.
PULL-OUT VALUE=1875# EA.
34" 47" SQ, 32"
NOTES: BOLTS SHALL BE HIL TI SS KWIK BOLT-11
OR EQUAL. NO SPECIAL INSPECT-ION REQUIRED PER
I.C.C. EVALUATION SERVICE INC.. ER #4627
36" 5111SQ. 34"
38" 55" SQ. 37"
12'x12"x 1/2"
(4)- 1"0 x 9* EMBEDMENT
39"
40"
60" SQ.
r
No. 7 48
HILTI SS KWIK BOLT-11
PER I.C.C. E.S. #4627,
42" 64" SO. 41"
;v
Up.
PULL-OUT VALUE=1995# EA.
44"
69" SQ. 47
'CUBE FOOTING W/ 3 If2" SLAB
cmv_
1/2"
(4)- 1"0 x 6" EMBEDMENT
HILTI SS KWIK BOLT-11
PER I.C.C. E.S. #4627,
PULL-OUT VALUE= 3740# EA.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
-t.6kANW 6Y:'K.K
m it IA.
'AwiSEL . L 66-rEt IN . C.
COLUMN
PA-TI03COVER -SYSTEM-AS MFG. BY: "
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL : UCTURAL ENGINEERING
SURFACE MOUNT
10. 20 & 30 psf
6Lj§ALUM-.Pk6bUCTS, INC.
1(916
SHEET
ER -
SCALE: NONE
REVISEW3Y:_K..K..& O.P.
ALTA LOMA, CA (S51) 741-2107
AND EMBEDMENT
HORIZ. WND
82§9 ALPINE AVE.. SACRAMENTO. CA 95826
9 OF 29
90, 100&1:iqlmPt - ::(g16)
452-7021�Fj��-:403-1519 sales@duralum.com
JOB NO. GF07-0574
HEADER. IBEAM, TYPES & ATTACHMENT DETAILS '
1.52" .61"
GUTTER EXT..CLIP
GUTTER EXT, CLIP.
IVE LOAD =
042"
T-
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3.100" SQ. I~
2.00"
SPLICE WHERE
OR EQUAL
O
1.79"
OCCURS
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
JOB NO. GFO7-06N
-
cIr
.REy1SED BY.: KK & D,P.
-
:_
.90, 100 8 110.MPH
iA
4.6'
075"
c0 2.57°
4.6"
TYP
2.19"
2.04
48"
TYP. — �—_
2.08„
P2.93"
2.04- obs
065-
TYP.
TYP.
._
3.0'
.28"
6.0000'
2.7"
ASTM A653 SS GRADE 40
.036" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004 -H366063
A
ALUM. ALLOY
-T6
O
ALUM. ALLOY
6063-T6
O
ALUM, ALLOY
6063-T6
O
E
6.5" ROLLFORMED
4.5" GUTTER
MAG. GUTTER
MAG B
3" SQ. STEEL BEAM
r 3„ —1
r7
SPLICE
WHERE 4"
occuRs X70,
TYP.. ILL
ALUM. ALLOY
6063-T6 O
F
4" I -BEAM
.042"
i"
ALUM. ALLOY 3004-H36 ( '
OR EQUAL l L
4"
10 FESS
��Q4i4�PS 1. Cq�A�
SPLICE WHERE. 1
OCCURS
—1No. 7 8 .
10° 31
TYP. * Exp.
�A. C L
ALUM. ALLOY
6063-T6
7" I -BEAM
EN
3"
Imo- MAX. 3„
IiRAWii BY: KK
8"
IVE LOAD =
042"
SHEET
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I. ALLOY 3004-H36
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
OR EQUAL
O
DBL. 3 x 8 BEAM
® '�
1.25"
T=14 GA.
7.875" ASTM A653 GRADE 50
1
625"
2.875"
I V---
3.0" I�-
3"IMAX. �2"Imo_
—� 042"
8.0"
—�- —• — 032„
I
ALUM. ALLOY 3004-H36 ALUM. ALLOY H36
OR EQUAL J OR EQUAL 3004-H36
DBL. 2 x 6.5 BEAMO
3x8BEAM
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM
I.C.C. E.S. EVALUATION
IiRAWii BY: KK
TgM_CAMIBELL & ASSOCIATES, INC.
IVE LOAD =
PATIO' CQVERSYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
10 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
BEAM TYPES
HORIZ. NAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
JOB NO. GFO7-06N
- .
.REy1SED BY.: KK & D,P.
-
:_
.90, 100 8 110.MPH
(9]8) 452:-7021 FAX 403:1519 sales@durelum.com
" cBEAM;TO,POST CONNECT°I'ONYDET/ PLS
OPTIONAL DECORATIVE FASCIA
TOM CAMBELL& ASSOCIATES; INC.
BEAM OPOST
LIVE LOAD=
( WOOD. ALUM. OR HARDBORD)
-
J3" X 8" x .042" BEAM,
DATE: 10l13R007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3" SQ: STEEL OR
MAG BEAM.
\)-#10 S.M.S. EA. SIDE (4) -TOT.
12 OF 29
ER-
SCALE: NONE
#10 S.M.S. TOP & BOTT. (2) -TOT.
2412 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
y
8269 ALPINE AVE.,SACRAMENTO. CA 95826
#10 x 1/2" S.M.S. TOP
ALTERNATE: 1/4"0 BOLT W/ WASHER
. REVISED•BY: KK 8 D P : '" .'; -'.,
'' „", : - - .. ..;
& BOTT. (2) -TOT. 1 1/4"
EA. SIDE OF 3" SO. POST
F
-
ROOF PANEL 4" 61/ "
1.10"
ROLLFORMED OR
.75 j O
0 : r5l
(4)-#14 SDS @ E'' SIDE
EXTRUDED GUTTER
FASCIA ALUM. BRACKET X
3"SD. POST
TOP & BOTT. TOTj=16
17
#10 s.M.s. @1r'D.c.
2.35 I
2., 1„
i�
6 1/2"x2"x '
024"R'AFTER
2410 x 1/2 S.M.S. EACH SIDE OF 3"
SO. POST (4-TOT1)
ALTERNATE: 1/4'0 BOLT W/ WASHER
EA. SIDE OF 3" SO. POST _
3" X 3" ALUM. OR
STEEL POST
OR .240" 3" SO POST 1 A
GUTTER FASCIA H -BRACKET TO POST �F
3 STLMBEAM 3" SO. POST
Q. S 1 3
ALUM_ . ALLOY -3003-1-124 ALUM. ALLOY 3003-H24
�1.50"
r�
.28f� y Y21, .28" 2" 1.2 Q
i P1
2"x3" LATTICE TUBE2 I 1/2" SQ. OR P2
�#8 x 2 "SMS, 2' 1/2"^�
COR 3 1/2", TYP.
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
@ 3"O.C.MIN. UP TO i'O.C. MAX.
— RAFTER
LATTICE TUBE,TO RAFTER
17.
oP� ,.14Q
C-
No. 87948-1
`•.Exp.3 3( �
12�
RAFTER "TAIL" TO GUTTER
3:125'�FOR 3 x RAFTER
2.125'-F0R,2 x RAF ER
MCA lbi •C?11s11
(4) #8 x 3/4" TEK SCREWS
BRACKET TO RAFTER
11/2" MIN. i
10 1
O f
-#8 x 3/4" TEK SCREWS
3RACKET TO BEAM
11
R TO BEAM 18
I.C.C. E.S. EVALUATION
DRkM BY: K.K.
TOM CAMBELL& ASSOCIATES; INC.
BEAM OPOST
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10l13R007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
1Q 20 8 3O Psr
DURALUM-PRODUCTS, INC.
12 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
A T
- HORIZ. WIND =
8269 ALPINE AVE.,SACRAMENTO. CA 95826
JOB no. GF074574
-.-
'
. REVISED•BY: KK 8 D P : '" .'; -'.,
'' „", : - - .. ..;
_ 90, 100 8 110 MPH
(916).452-7021 F,AX,403, 1519 se les®duralum.com
SPLICE WHERE- 4u —17
OCCURS
—.070"
~ No. 79
8o o w TYP. E".'
jl
ALUM. ALLOY
6063-T6
4" I -BEAM T-0" 2 .�
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB). MAY PE USED
SPLICE WHI
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT .C -SPLICE
ROOF PANEL
4"x3".ALUM. "I" BM. OR�(4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BAA. TO BRACKET
2- 3/8"0 M.B. THRU STL. 'T'
BRACKET TO POST.
POST. SEE SCHEDULE -- P—
ALTERNATE. BEAM.TO POST CONN.
I.C.C. E.S. EVALUATION
URAwri.BY`k:Fi.
TOM:CAMBELL 8 ASSOCIATES;INC.
SPLICE DETAILS 1
1:1 LOAO=
BEAM
TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
DATE:• 10/23/2007
-
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
•
9„24"
DURA LUM;PRODUCTS,-INC.
SHEET
ER-
SCALE: NONE'
REVISED BY: K.K. 8 D.P.
ALTA'LOMA, CA (951) 741.2107. --
SPLICE DETAILS
'•
HORIZ. WIND =
8269 ALPINE'AVE. SACRAMENTO, CA 95826
11.OF 29
(2)VALLEY, TY�
#10 S.M.S. II #12 S.M.S. 11
le TOT. TYP. THICKNESS = .035 (24 TOT
�I TYP. THICKN IEISS = .035"
.�
,_; 90..100 &.110 Mf?M
(916j462 702.1 .;FAX.4031579 sales�duralum.com
6.38"
II � II
+ II + + ++ + + + + ++
r——==l
ALUM. ALLOY 3004-H36 ALUM: ALLOY -3004-1136
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
mE-_
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENTS PLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOGATIbWtkCEPT AT END BAYS
NOTCH I -BEAM FLANGE
SPLICES - RO,LLFORMED.& EXTRUDED FASCIAS
3E USED.
1=BEAM,ALUM ALLOY
(6061-T6) ALTERNATETORPOST
TL. C -BEAM
I I AS NEEDED TO CLEAR
SQ: POST,CONNECT WEB
W/(2}1112-0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY
T' TOTAL- (8)-1/2"0 BOLTS
......... ..................... _........ _. ........ _ ..._.._ _._.._......_
o---� o o
FES$J .
SQ. POST
BEAM TO POST CONN.
SPLICE WHERE- 4u —17
OCCURS
—.070"
~ No. 79
8o o w TYP. E".'
jl
ALUM. ALLOY
6063-T6
4" I -BEAM T-0" 2 .�
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB). MAY PE USED
SPLICE WHI
OCCUF
ALUM. ALLOY
6063-T6
7" I -BEAM
MOMENT .C -SPLICE
ROOF PANEL
4"x3".ALUM. "I" BM. OR�(4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BAA. TO BRACKET
2- 3/8"0 M.B. THRU STL. 'T'
BRACKET TO POST.
POST. SEE SCHEDULE -- P—
ALTERNATE. BEAM.TO POST CONN.
I.C.C. E.S. EVALUATION
URAwri.BY`k:Fi.
TOM:CAMBELL 8 ASSOCIATES;INC.
1:1 LOAO=
PATIO CODER -SYSTEM AS.MFG'BV. ' `:.
-
REPORT NUMB ER
DATE:• 10/23/2007
-
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10,20830-w
DURA LUM;PRODUCTS,-INC.
SHEET
ER-
SCALE: NONE'
REVISED BY: K.K. 8 D.P.
ALTA'LOMA, CA (951) 741.2107. --
SPLICE DETAILS
'•
HORIZ. WIND =
8269 ALPINE'AVE. SACRAMENTO, CA 95826
11.OF 29
- •--
•-
.�
,_; 90..100 &.110 Mf?M
(916j462 702.1 .;FAX.4031579 sales�duralum.com
J08 No. GF074574
10# L.L. 90 MPH' FREESTAN. ?' ATTAC}�E'D: OPEN: LATTI
3" SQ. STEEL BEAM :DBL. 7x8'x.042'•'BEAM DBL 2"x6 5'?x;032;'$F
OR 3" z8"BEAM
QS —loco
TIDOS 12' OR; LESS EXP. B & C
MINIMUM NO. OF POST
Q
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
N,. 7 4sg
�g
I.C.C. E.S. EVALUATION
r r
m
O Z
�
¢
a 2
cn O
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FOR DBL.
2" x. 6.5x.032"
MAX.POST
SPACING
FOR.3" x 8"
BEAM
FREESTAND
ATT. FREESTAND ATT. r FOOTNOTE:
MAXrPOST m POST TYPE 1 POST TYPE 2
SPACING
FTG.' FTG. MIN. FTG. it
POST r
(IN.) (IN.) TYPE (IN.) EXP. B EXP. C EXP. B EXP. C
20 32'-p"
33 G 27 6' 2 2 2 2
21 28'-7" 33 G 28 ,, 2 2 2 2
26'-2'
21 5� 33 G281 e 2 2 2 2
22 33 G 29 9. 2 3 2 2
22 :22,_8„ 33 G 30 10. 2 3 2 2
,'-„
23 21' 40:8„ 33 G 30
,_ 11' 3 3 2 2
23:::7p'-3+' 33 G 31 1z' 3 3 2 2
3
24 19'-4" 33 32 73' 4 2 2
18 �„ 33 G 32 14' 3 4 2 2
24 17'=9"2 28 H 32 15' 3 4 2 3
25 1T-1" 28 H 33 16' 4
6'-7" 4 2 3
25:.,16'-6" 28 33 ' 4
H 17 5 2 3
25 16'-0"8 34 18' 4 5 2 3
5'-6° H
25 15'-0' 28 34 1s' 4 5 3 3
. ,5'-0° H
26 ..1,5,_1;,,. 28 H 34 20' 4 5 3 3
14'-7'
26 14'x" 33 H 35 FOOTNOTE: '
14 HEADER AND OR MIN. NO. OF POST
26' 33 H 35 REQUIRED SPACING MUST EXCEED
3'-10" ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
FOOTNOTE: '
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
OL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
,¢
FTG.
(IN.)
MIN•
POST
TYPE
FTG.
. ( IN,)
FTG.
(IN.)
MIK
POST
TYPE
FTG:
(IN.)
FTG.
(INJ
MIN-
PC§T
TYPEy
., :, ,_ 90100 8.110'MPH
4'
25'-4"
17'-4"
28
G
22
23'-1 0
3°_-7"
33
G
23
1 s'-4"
5'-T
16'-4"
16'-4"
28
-
G
5'
20'-3"
16'-1"
28
G
23`
21' 2'
:• __.�'-�'`
33
G
24
14'-8"
1a' B"
28
G
r}
16 -10"
15'-2"
28
G
24`
19 �6' :.
1 s' 3"
33
G
24
13 4"
12,x„
13,4„
13 �„
28
G
7'
14'-6"
14'-4"
28
G
25
33.
G
25
12' 4°
174"
12
28G
8'
12'-8"
13'-9"
28
G
26
_ :..
16.
28
G
25
11'-T'
1, -o'
11'-7"
11,_,,,
26
G
9'
11'-3"
13'-3"
28
G
26
15'-1 ,.
5:-9"
.,,...
28
G
..
26
10'-1
:. 10'-4"
10'-1
10:..1
26
'..._
. G
10'
10'-2"
12'-9"
28
G
27
1.5,_2,.
28
G
'26
,0,�„ 10"
X0'-4"
26
G
11'
9'-3"
12'-4"
28
G
28;
.14'-5"
4'-3 +..
28
G
27
� 9'-10"
9'-10"
26
12'
8'-5"
12'-0..
26
G
28
13' s
28
G
27
9`=5"
9'-5"
_26.
G ...24
13'
T-9"
11'-8"
28
H
29
28
H
28
9'-1"
9'-1"
28
H
14'
7'-3"
11'-5"
28
H
29
'17- .
2'-7"
28
H
.28
8'-9"
8'-4'
8'-9"
8'-9
28
H
16161-911
11 -2
28
f -{
30`
12'
28.
H
28
8'-5"
8'-5"
8'
28
H
16'
64"
10'-11"
28
H
30
11'-11„
,.1'-9,.
28
H
29'
8'-2"
7'-9°
8'-2"
e' -Z'
28
H
17'
5'-11"
10'-8"
28
H.
.30
V-7"28
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H
29
7'-11"
7'-6"
7'-11"
T-1,'
28
H;
18
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10'-6"
28
H
31,
11'-3
11'-2
28
H
29
7'-0"
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7'-8"
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28
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33
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31
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33
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29
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FOOTNOTE: "SAMPLE' QegO `. owo
FIGURE INDICATES EXPOSURE 8 cJ A�1
FIG1jAd NDICATES EXPOS_URE,rG c `Q. A
+ W — -'; �!w
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP B & C ?
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
N,. 7 4sg
�g
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES,INC. CE
LIVE LOAD =
PATIO';COV�R:SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE'. 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEE AGING TABLE
FREESTANDING
10, 20 8 30 Psf
DFIRALUM PRODUCTS, INC.
24 OF 29
ER-
SCALE: NONE
ALTA LOMA. CA (951) 7d1-270) AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
JOB NO GF01.OBla
REVISED BY;.K.Ic. 4 D.P.
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FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATE -CE ,p C
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED&
SHT. 23 FOR FREESTANDING
cNit
�La�
CUBE FOOTING'
DR �.M
" A it. kK
INV
Sb-,il6r,'THICK '
-:GLIBE FOOTIP
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W1 NO SLAB
4 SLAB
CUBE
23* SQ.
W/NOSLAS'
22"
26. SQ:
77
20",'
24"
30" SQ.
22
26"
33' SQ.
24'
'28-
3T' SQ.
26"
30"
41" SQ.
28"
21-1519 s
_152 I'm m
.792.1 FAX -'"@dura oD
45" SQ.,
30"
34"
4r SQ.
.32"
44"
34-
LC C. E.S. EVALUATION
DR �.M
" A it. kK
INV
EMNIP',fN_ FOOTING'
PAXIGICOVEWSY . W-A,5iMFG.-BY:
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C
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COMMERCIAL" AND RESIDENTIAC'iifRucT_uRlkIbkAilUPkbDUCTS;ANC.
ENGINEERINGALPINE
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SHEET
38"
50" SQ.
36"
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40"
51" so.
38"
42"
53" SQ.
40"
j;_
_ . H
21-1519 s
_152 I'm m
.792.1 FAX -'"@dura oD
551, SQ.
42"
46"!:'
56" SQ.
44"
48"
57" SO.
46"
50"
58" SQ.
48"
52"
61" SQ.
501.
S4-
64. SQ.
52"
LC C. E.S. EVALUATION
DR �.M
" A it. kK
INV
0-_......
LID
PAXIGICOVEWSY . W-A,5iMFG.-BY:
�T
REPORT NUMB ER
MATE. W123..
COMMERCIAL" AND RESIDENTIAC'iifRucT_uRlkIbkAilUPkbDUCTS;ANC.
ENGINEERINGALPINE
OST $P ACING.TABLE-'
-
_ATTACHED
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SHEET
4SCALE:
ER-
NONE:
ALTA -li CA��9'51) 74l-_ilW
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HORIZ. WIND-
I
8259 A SACRAMENTO. CA 95825
AVE,
23 OF 29
.5EVISED BY: K.K. B.D.P.30.#,LL:'L*'.1,10.MP.H]
.. . .. .....
j;_
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21-1519 s
_152 I'm m
.792.1 FAX -'"@dura oD
JOB No.:(31`07�4