11-0433 (PAT)P:O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: x`11-00060433��'7
Property Address: 60387 LAVENDER CT
APN: 764-270-999-160 -300232-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2447
• 4Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
TERRY WENDANN
60387 LAVENDER COURT
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 4/29/11
Contractor:
Applicant: Architect or Engineer: LIFETIME PATIOS
PO BOX (j
LA QUINTA,
CA 92248 a �J
(760)777-2650 J
Lic. No.: 770843 If kP 29 2011 1
IIJI �'( J
I CITY C� `.,,p.t',i�J)!•dif�
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P - - - -^t°}-
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DEC6ARATiBN�-'- --
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
Lir a Class B License No.: 770843 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
ate: C ractor: I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
/ Code, for the performance of the work for which this permit is issued. My workers' compensation
O ILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of perjury t a am exempt from the Contractor's State License Law for the Carrier SOUTHERN INS Policy Number WSIO040134 -01
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 3 0 of the Labor Code, I shall forthwith comply with those provisions.
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).: ate: ant:
1 _ 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 WARNING: AILURE T VERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000)• IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT
(_) 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,
(_) 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
O ' ff d I f t r omission related to the work bein
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 umta, its o kers, agents an emp oyees or any ac o o ' �s g
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if wdrk 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; coo I t emr upon t above-mentioned property for inspection purposes.
azure (APPlica .
LQPERMIT
Application Number . . . . . 11-00000433
Permit . . . PATIO COVER
PERMIT
Additional,desc .
Permit Fee . . . . 54.00
Plan Check Fee
35.10
Issue Date . . . .
Valuation .
. 2447
Expiration Date 10/26/11
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
.184 S.F. WEATHERWOOD OPEN LATTICE
SHADE
STRUCTURE. 2010 CODES.
-----------------------------------------------------------
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
--. TAIMPIr MM. C .1 -..- - - -
C., 0 *2 V7 L *Ve-4Jarea
. cizzo-s
"N
;o
'IG
Bin #
r
Cty.iof La Quanta
Building a Safety Division
Permit #
P -O. Box 1504, 78-495. Calle Tampico
(�
La Quinta;-CA 92253 - (760) 7.77-7012
-Building Permit Application and Tracking Sheet
Project -Address:, '
®k
Owner's Name:
�
A: P. Number.
Address:
— n
Legal Description: '
City, ST, Zip:
Contractor:
S�
Tele phone:
Address: e:y�+♦�•:
G(o Project Description:
City. ST, Zip: /J
012zq�-
Telephone: GG --M o2GS
b
�---
state Lic. # : 3 -17G F.u3
City tic. #: 3ZS'
GAJ
Construction Type: 'Occupancy:
Arch., Engr., Designer:
Address:
..City, ST, Zip:
Telephone:
State Lic.#:
Project type (circle one): New Add'n -Alter Repair Demo'
Name of Contact Person:
Sq. Ft.: #Stories: #Units:
Telephone # of Contact Person:
Fstimated:Value of Project:
APPLICANT: DO NOT WRITE. BELOW THIS LINE
#
"Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss acs.
r �y
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Gradingplan
V Review, ready for corrections/issue
Electrical
Subcontactor List
Called-ContactPerson
Plumbing
Grant Deed
Plans picked up
S.M I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''"Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
AJ,P,P,
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDENTIAL APPUCATrONS -nec CHAPTER 16, IBC APPENDIX CHAPTER I
EANDIRCAPPENDIX IN. -- --
T-1 ........... TITLE SHEL71 DESIGN LOADS
1 ............GENERAL NOTES
2 ............SOLID PANEL STRUCTURES
3 .......... -OPEN LATTICE STRUCTURES
4 ...........:PANEL SPANS TRI -V & W -PANEL
5 ............PANEL SPANS FLAT PAN
6 ............PANEL FASTENERS / FAN BEAM
7 ............RAFTER SPANS
8 ............ COLUMN / POST TYPES
9 ............HANGER CHANNEL AND BRACKET ATTACHMENTS
10 ............COLUMN SURFACE MOUNT AND EMBEDMENT
11 ............BEAM TYPES
12 ............BEAM SPLICE DETAILS
13 ............BEAM TO POST ATTACHMENT
14 ............LATTICE CONNECTIONS
15 ............MINIMUM REQUIRED COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING ANDATTACHED 10# L.L. 90 MPH
18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 100 MPH
20 & 21 ..... SOLID POST SPACING TABLE FREESTANDING ANDATTACHED 10# L.L. 110 UPH
22 & 23 ..... SOLID POSTSPACINGTA'BLE FREESTANDING ANDATTACHED 20# L.L. 11OMPH
24 & 25.....SOLID POST SPACING TABLE FREESTANDING ANDATTACHED 30# L.L. 110 MPH
26 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 90 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 1O# L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPH
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
32_ ......... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
...n
41011
ROOF UVE 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 THOS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AMD 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.
COMMERCIAL APPLICA'NONS- IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: ISNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND IC.
rZ100 MILES PER HOUR, EXPOSURES B AND C
110 MILES PER HOUR, EXPOSURES B SAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDINGHEIGHT AVERAGE =19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE =5:12
C. MINIMUM V PROJECTION D. LEAST BUILDING WIDTH = 30'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION:
EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY
INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED
WITHIN THIS IAPMO-LISTED EVALUATION REPORT. ATA MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
B. STRUCTURAL CONFIGURATION (IB. SOLID OR LATTICE ROOF, FREESTANDING OR
ATTACHED).
C. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL
SPAN TABLES.
D. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED)
BASED ON THE SITE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
DRAWN BY: E.N. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
R P CRNMBEREVALUATION TOM CAMPBELL &ASSOCIATES, INC.
DATE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
REPC6iT NUMBER TITLE SHEET /0, 20890 psf DURALUM PRODUCTS, INC.
SEMS: NONE
EB- REVISED BY: RANCHO CUCAMONOA, CA (851) 741.2107 DESIGN LOADS HORFL
MPH 8269 ALPINE AVE., SACRAMENTO, CA 86820 SHEET T-1
_ 1(916)452-7021 FAX 4039610 aeleaCdldwatum.wm
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES :
1. THE DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONALRESIDENTIAL CODE, 2010 CALIFORNIA BUILDING S RESIDENTIAL CODES, ASCEISEI
7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2005 ALUMINUM MANUAL -ADM 1-05., i
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SMALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, ,UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT ATTHE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT- THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE 'ORDER.
6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE, FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTLMED SOIL OR CERTIFIED FILL.
8. 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 760 POUNDS.
9. 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.
10. DESIGN LOADS OOMBMNATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 81605.9.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLO'PE'FOR SOLID ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM PATIO COVER SIZE: 80SCIUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 60 SQUARE FEET.
14. COVERS ARE DESIGNATED 'RIDGED BUILDINGS- AS DEFINED IN ASCE/SE17, SECTION ILS.1s.
15. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS 'OPEN STRUCTURES- IN ACCORDANCE WITH ASCE/SEI 7, SECTION 8.5.13,
EXCEPT WHERE NOTED 1N THIS REPORT.
17. THE RATIO (HIP), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
18. 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:
19. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEYARE REGISTEREO WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD
AND ULTIMATE STRENGTHS.
20. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
21. DESIGN VERTICAL SOIL BEARING PRESSURE IS 500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING
DEPTH.(EQUALS 130 PSF/FT x 1.33 PER TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENBERS SHALL BE HOT4:)IPPED 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.
23. fASTERNERS ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-007; HIGHSTRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL
WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FO
APPROVED EQUAL
25. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCEWITH ICC -ES ESR 1976 OR APPROVED EQUAL.
26. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH RESIDENTIAL PATIO COVERS ONLY.
27. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
MAR 2 4 2011
NOTES: ALL COMPONENTS ARE INTERCHANIrI=AAI r I ull =cc r% UCMIAll- .
IAPMO EVALUATION
REPORT NUMBER
WNBY: EM' TOM CAMPBELL 8 ASSOCIATES, INC.
NONE
FREVISEDBY:
LIVE LOAD =
10, 208
PATIO COVER SY E }'�e
A
ES-
ALTF_E
ALENONE COMMERCIAL AND RESIDENTUrL STRUCTURAL ENOPIEERING
GENERAL NOTES
30 pef
DURALUM PRODUCTS, I �+, `�
1(gill)462-7020
RANCHO CUCAMONGA, CA (959) 7d1-2107
IiOR0 WIND a
B28B ALPINE AVE., BACRAPIENTO, CA 85
90,1006110 MPH
FAX403-4519ealee®durelumw. SHEET1OF33
RAFTER, SEE TABLE SEE SHTA6 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1/2' SIDE PLATES.
FOR 612E
AND SPACING OPEN LATTICE TYPES
3 THIS OPEN LATTICE -TYPE STRUCTURE EE S PROD.
SEE SPROJ.CNIN
®UlE n"OS(p� MAY Nei 8E COVERED,
SEE SCHEDULE
MAX. 01". D. RAFTER SEE TABLE
. n 26% OF SPAN /moi A ' AND SPACNO
LENGTH OF STRUCTURE VARIES
PLATES
NOTE: EACH COMPONENT IS INTER. 3 Irz SLAB ATTACHMENT
BE U
CHANGEABLE WITH ANY OTHER s PERMITTED.SED WHERE
COMPONTENT UNLESS OTHERWISE SHOWN. �rqq, _ SEE SCHEDULE
1 �F FOOTING WHERE It]
SEE SCHISM FOR FC
OPEN LATTICE -TYPE PATIO COVER
N24E THIS OPEN LATTICE -TYPE
_SCALE: NTS _ MAY BE COVERED.
IITYIPE "E" ATTACHED SINGLE SPAN -LATTICE STRUC
i)
LENGTH OF STRUCTURE VARIES
242011
' sFF(FOnG
TE: EACH COMPONENT IS INTER-
N
OHER s
ENT UNITLERSSANY OTTHERWISE SHOWN. r9s�
&ANWIPE"F" ATTACHED MULTISPAN
RAFTER' SEE TABLE MAX PRO.I. / NO� ' SEE SCHEDULE
FOR SIZE SEE SCME U NOTE: THIS OPEN LATTI
AND SPACING MAY. BEOOV
ti
RAFrE 6EETABLE
MAX. O.M. O' ` J�` AND 8 %LINO
25% OF SPAN
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
POST WITH SIDE PLATES 'k
SEE DETAIL
3 trz' SLAB ATTACHMENT
MAV BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOO-11NO WHERE REQUIRED,
SEE SCHW. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
` "
LIVE LOAD =
31/C SLAB
p
6EE POSTOECTION,
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
OPEN LATTICE
10, 20 &30 Dsf
CHANGEABLE WITH ANY OTHER sF
Fr
FOOTING, SEE
SCHEDULE
ES-
MAY BLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. F
STRUCTURES
NOTE: EACH COMPONENT IS INTER- sr
TOCONSTRAIN
OINo sR N
SHEET 3 OF 33
s
CHANGEABLE WITH ANY OTHER FFr
6CHEOULE
OPEN LATTICE --TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING SEE 6CHED. DREQUIRED
FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/10/2011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERTIO
OPEN LATTICE
10, 20 &30 Dsf
DURALUM PRODUCTS, INC.
l(OlS)452-7021
ES-
SCALE. NONE
741-2107
STRUCTURES
HORIZ. WIND =
ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 3 OF 33
REVISED BY:
RANCHO CUCAMONGA. CA 951
( )
90,100 8 110 MPH
FAX 403.1519 sales®dulstum.eom
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TIO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -/
JL P
* SO. POSTS. SIZE VARIES S)
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 8 112" SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL
Hq� M�TRU07i/R ALUMINUM SEE DETAILS -
ROOF PANEL
�FPR� F jto S N/FS SEE SCHI FOR EDDUULLS _ MIN. O.P6' SLOPE PER
"O.H.' NOT TO EXCEED 25%
OF SPAN
�_ G SEE DETAIL FOR SPLICEOPT 1
SEE I CFIEDULE FO'R CANTIUERSLi POSig" I f OPTIC L: CANTILEVER BEr
POST SPACING I +t SQ. POSTS, SIZE VARIES AFB SDHF/Na SEE SCHEDULE FOR
K \ OUt a;PO$>< SPACING
9 IIP' SLAB
ATTACHMENT
ALTERNATE:
SINGLE POST
WIAY BE USED
WHERE PEiRMITAED.
SEE SCHEDULE
SEE SCHEDULE
Op
ALTERNATE:
MAX. HT.= 1.2'
NOTE: NO SPLICE AT TH
SINGLE POST
'NOTIE.40SPUCE
POST ANDA END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
SEE SCHEDULE
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONE
MAX. HT.- 12'
CHANGEABLE WITH ANY
•,�
COMPONTENT UNLESS
TYPE "K ATTACHED SINGLE SPAIN W/CANTILE
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OFSPAN .
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 112' SLAB SINGLE POST
NAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTTNG, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
N
SEE DETAIL FOR SPLICE
26?j
BEAM
- — —
Op
ALTERNATE:
SEE SCHEDULE FOR
ATTACHMENT31/2"SLAS
MAY BE USED
SINGLE POST
'NOTIE.40SPUCE
POST SPACIN
WHERE PERMITTED.
SEE SCHEDULE
IH
SEE SCHEDULE
AT THIS
e
aO�II.L7 a1,
MAX. HT.- 12'
POST AND AT END BAY
•,�
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTNNGCUBE SIZE
NOTE: EACH COMPONENT ISINTER-
SHOWN.
2 AR 2 41011
CHANGEABLE WITHANY OTHER
COMPONTENTUNLESS OTHERWISE SHOWN.
O
PE "B11 ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL MIN. 0.26' SLOPE PER
'O.H.' NOT TO EXCEED 26%
OF SPAN
'C -OPTIONAL: CANTILEVER
SEE DETAIL FOR SPLICE
`
BEAM
- — —
POS T
SEE SCHEDULE FOR
IAPMO EVALUATION
SF S/'gCl
ESCHED�Il
POST SPACIN
SO. POSTS, SIZE VARIES
LIVE LOAD"
IH
REPORT WUMBER
?5
CFS/, g
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ALTERNATE:
10, 20630 p91
31/2• SLAB
SINGLE POST
SPLICE AT THIS
MAY BE USED
SEE SCHEDULE
AT END BAYS.
TO CONSTRAIN
8269 ALPINE AVE., SACRAMENTO. CA 95826
FOOTING, SEE
SCHEDULE
90,100 & 110 MPH
FAX 403-1618 sales
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.
TYPE "CII FREESTANDING W/CANTILEVER OPTinN
SEE SCHEDULE FOR
PgST SPACING
0•/4.
�� OFSP�
NOTE 408MCEATTHIS
POST AND AT END BAYS.
NOTE: EACH COMPONENT IS INTER -
112 X 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "r)" 1=PC:PQTAAITIIA•h AAI 11 TInMALI %Allr%A K-11 r"ir
- -- - -
- - - ----
- — —
. Ti W -N 1 1L" V L..1%
Vr I IVIY
IAPMO EVALUATION
DRAWN BY EN.
DATE::1ONE
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
REPORT WUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20630 p91
DURALUM PRODUCTS, INC.
1(916)452-7021
ES-
REVISED BY:
RANCHO CUCAMONOA CA (951) 741.2107
STRUCTURES
HORIZ. WIND •
8269 ALPINE AVE., SACRAMENTO. CA 95826
90,100 & 110 MPH
FAX 403-1618 sales
SH SHEET 2 OF 33
RAFTER SPANS FOR OPENLW
6.5
S'
.o2a•
:o z• 1�
ALUM. ALLOY 3004 No.
OREOUAL 7
* SEE NOT�OW�. _
r, r 2 X 6 1/2' RAFTER
L.= •T•' `� 90 MPH 100 MPH 110 H
(PSF)
(IN)
$ o
EXP. B
EXP.0 EXP. B
EXP.0
EXP. B
XP.0
110'-7"
.024,—t
(
16'
12'-2"
12-2'
12'-2°
ll -10'
11'-10"
11'-5'
24" 9'-11" 9'-19" 9'-11" 9'-8" 19'-8"
9'3'
10
-
.032
-16"
16'-3"
16'3"
16'-3"
15'-9"
15'4°
15'-2-
24" 13'3" 13'3" 13'-3" 12'-10' 12'-90"
12'-5"
14'-4'
.042
16"
21'-4"
21'4"
21'-4°
20'-8"
20'-8"
19'-11"
24" 17'-5' 1 T-3' 17'-5" 18'-10" 16'-10"
16'-3°
23'-0" 23'-0" 23'-0" 22'3"
.024
16'
9'4"
9,-,.
8.4"
W4"
9'-4"
9,-2"
24" 7'-7" 7'-7" 7-7" 7'-7" 7'-7"
7'-6-
20
.032
16"
12'-5"
12'-5'
12'-5"
12'-5'
12'-0"
12'-3°
10'-2" 10'-2" 10'-2" 10',2"
10'-0"
16"
.042
16'
16'-4"
16'-4"
16'4"
16'-4"
16'4'
16'-1"
24° 13'-4" 13'4" 13'-4° 1 13'4" IT -4- 1
13'-2-
14
.024
16"
-
-
-
-
-
-
24' - - - - -
-
30
.032
16"
10'-3"
10'-3'
10'3"
10'-3"
10'3'
10'-3°
24° 8'4" 8-4" 8'-4" 8'4' 8'-4"
8'-4"
.042
16'
13'S'
13'-5"
13'-5"
13'-5"
13'-5'
13'S"
24' 11'-0" 111-0" 11'-0" 11'-0'
afvQMMERCIAL & PATIOS
90/100/110 MPt
24"
�MAX.� 2' � ��•
10'-9"
(Z�
4$ Ili
10'-9"
.24'
:00342^
110'-7"
s
ALUM. ALLOY 30049136
OR EQUAL
'
6 7 8 9 10
18"
v
DBL. 2 x 6 172" RAFTER
17'-7'
"1"
{IN.)
17-7'
(IN)
3 90 MPH 100 MPH 110 MPH
L.L.=
'3F)
g EXP. B EXRC EXP, B EXP.0 EXP. B EXP.0
(PSF)
.042
.024
113"
17'-3' 17'-3' 17'-3' 16'-8"
116'-8" 16'-1"
14'-4'
1i
•042
24"
94'-1" 14'4" 14'-1' 13'-7"
73-7' 13'-2"
7 7
2
10
2
23'-1'
18"
23'-0" 23'-0" 23'-0" 22'3"
22'-3' 21'-8"
29-1"
22'-9"
5 6 6 7 7
10
.032
9 10
10
24"
98'-9' 18-9' 18-9" 18'-2"
18'-2" 17'-6'
18'-10'
18'-10"
18'-10'
18'-7°
EXPOSURE B & C
042"
ALUM. ALLOY 5004-H36
OR EQUAL
SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 910 MPH
24'-8" 1 23'-5" 24'-0" 1 22'-8" 23'-5" 21'-10"
20'-0' 1 191" 1 19'-7" 1 18'-6" 18'-1° 1 17'-10"
- I - I - I - I - I -
.042 110 30'-2 30-2 30 -2 29-3 29 .042
-3" 28'-2° 16" 17'-9° 17'-9' 17'-9' 17'.9' 17'-9" 17'-7"
.
24" 24'-7' 24'-7" 24-r 23'-10" 23'-10' 23'-0" 20 24" 14'-6" 14'-6" 14'4' 14'-6- 14'-6" 1 14'-4"
024 1 - I - - - - -
I
TRIBUTARY WIDTH
24"
90'-9"
10'-9"
10'-9"
10'-9"
'00=9"
110'-7"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
O.H.
6 7 8 9 10
18"
17'-7"
17'-7"
17'-7'
17'-7"
17-7'
17'-4"
20
1
20
.032
6 6
.042
24"
14"-4"
14'-0'
14'-0'
14'-4'
14'4"
14'-2"30
1'
4 5 5 6 6
7 7
2
8 9
16'
23'-1'
23'-1" .
23'-1'
23'-1"
29-1"
22'-9"
5 6 6 7 7
8 8
.042
9 10
10
24"
18'-10"
18-10"
18'-10'
18'-10"
18'-10'
18'-7°
9 9
10
10 11
11
12
12
16"
10--la-pa-10.
14
10'-10"
10'-10"
10'-10'
10'-10"
19 12
14"-7" 14-7" 114-7" 14'7" 14'-7I 14 14 114' 7" 114'-714'-7- "
11'-11" 11'-11" 11'-11" 11'-19' 11'-11" 11'-11"
- ' - I - I - ^ - ' -
.024 * NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY BE USED AT
24" B'-1(" 8'-10" 8'-10° 8-10' 8-90" 8'-10° 32 O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
30 .032 16" 14'-6" 14'-6° 14-6' 14'-8' 14-6' 14'-6" 24" O.C. MAY BE USED AT 48' D.C. WHEN DOUBLIED.
24' 17-10" 11-10" 'IT -10" 11'-10" 11'-10" 11'-10"
18' 19-0" 19'-0" 19'-0" 19-0" 19'-0" 19'-0" PROJECTION—
SPAN
042 24" 15'-0" 15',6'" 15'-0" 15'-6" 15'-8" 16-6" O.H.
_J.
T
RY ` TRIBUTARY=
WIDTH -�
WIDTH 1J2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
IAPMO EVALUATION
TRIBUTARY WIDTH
TABLE
- CLEAR SPAN
(FT.)
REPORT NUMBERDATE
:1
SCALE: NONEONE
SCALE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
O.H.
6 7 8 9 10
11 1 12
13
14 15
18 1
17
18
19
20
1 21
0
3 4 4 5 5
6 6
7
7 8
8
9
9
10
10
1 11
1'
4 5 5 6 6
7 7
8
8 9
9
10
10
11
11
12
2'
5 6 6 7 7
8 8
9
9 10
10
11
11
12
12
13
3'
- 7 7 8 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - - 9 9
10 10
11
19 12
12
13
13
14
14
15
5'
- - - - -
11 11
12
12 13
13
14
14
15
15
16
T
RY ` TRIBUTARY=
WIDTH -�
WIDTH 1J2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBERDATE
:1
SCALE: NONEONE
SCALE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
10, 20 & 30 Pet
DURALUM PRODUCTS, INC.
I
ES-
REVISED BY:
RANCHO CUCAMONGA. CA.(951) 741-2101
HORIZ. WIND -
9o, 1006110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95526
(918)452.7021 FAX 403.1519 seles0chirelum.rom
SHEET 7OF 33
PANEL FASTENERS 90/900/110 MPH EXPOSURE B & C
CT #14 X 3/4" S.M.S. AT EACH VALLEY TO BEAM
I/
24"
24" TRI -"V" PAN
F #14 X 3/4' S.M.S. AT EACH
VALLEY TO BEAM
12"
12'x 3 1/2" W PANEL
IF#14 X 3/4" S.M.S. AT EACH
VALLEY TO BEAM
IT
I
�--- 8.00" / 8.00• -
8" / 8"x 2 Y" FLAT PAN W/(2) -V'S
NOTE: FASTENERS INDICATED ARE TO BE
AT EACH SUPPORT BEAM AND HEA
MAR 242011
No.
rOR
BE'A'M (19'-0'MAXSPAN)
2"
HEADER
AN AND/ T�.076" TYP. 2112"
EXIST. WALLFIXTURE0 lbs.)
FAN BEAM ALUM.. ALLOY 6063"T6
EXIST
SEE
FA
1TTACHMENT AT HANGER CHANNEL
FAN BEAM
FAN BEAM 2112'
SCREW 412 S M.S. SCREW AT MANGER CHANNEL.
ATTACHMENT AT HEADER
1/2' S.M.S. SCREW
AT BEAM
FAN BEAM
Z/22
0.042"x3"x8" HEADER x 3 1/2" S.M.S. SCREW
AT BEAM
IAPMO EVALUATION
DRAWN BY: E.N.PATIO
SOCIATES, INC.
LIE LOAD=
COVER SYSTEM AS MFG. IBY:
REPORT NUMBER
OA7E:11102011
SCALE: NONE
COMME AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
10, 20 8 30 pef
DURALUM PRODUCTS, INC.
1(916)452-7021
ES-
REVISET) BY:
RANCHO CUCAMONGA, CA (951) 741-21 07
/ FAN BEAM
HORIZ. WIND =
90, 100 8 110 MPH
8288 ALPINE AVE., SACRAMENTO, CA 85828
SHEET 6 OF 33
FAX 403.1519 sales@dumlum.,,
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT= 101 1 MAX. HEIGHT C =10'
..1 3.00"SQ. I 3-2 Ilj204;0.C.
SMS -1 3.0 3.00" SQ.
032
IDE
8.5° 3. O
.14"R "A U
M.
031 TYR .048°STEEL
O5/8' PLASTIC PLUG 28° O
3" SQ. ALUM. POST MAG POST
3" SQ. ALUM. POST _
--1N1T#i SIDE PLATES D 3" SQ. ALUM. POST
ALUM. ALLOY 3004•H36 _ -ALUM.-ALLOY3004-H36— 3" SQ. STEEL POSTB ALUM. ALLOY 6063-T6
ASTM A500 GR 8lR--q&-
ALUM. ALLOY 3.00" OR
6063-T6 2.40"
1.375" FY
FOR,
0
0 �c.:75" ASTM GRADE 36 STEEL
MAR 2 4
X1.60„
'S .090" TYP.
NSTALL 1 i' x 1 ¢" x j`° HDG
WASHER PLATE AT ANCHORS
FOR 110 MPH
;__ ALUM "T" BRACKET }
INSTALL ':x IN x " HDG
WASHER PLATE AT ANCHORS
USE FO 3
POST O LY
STEEL "T" BRACKET
G=3'SQ.xt=.188°
H 250'
I =3"SQ.xt=.313'
9=4'SQ.xt=.188"
K =4"S .xt=.250•
= t.
3.0" OR 4.0"
SQUARE
STEEL POST
ASTM A500 GRADE B
ALUM. ALLOY
6063-T6
"H" BRACKET
2 FLANGES
21/8' APART
BASE FLARES
TO 3'WIDE EA.
SIDE OF FLANGES
1-7/16V HOLE
& 2=318' HOLES
TYP. F -A. SIDE
r— (4) -SIDS 25412
3" x 8" ALUM. RAFT. BRACKET �
3" x 8" ALUM. HEADER
HEADER BRACKFT
IAPMO
DRAWN Y. E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. Sr.
v
REPORT NUMBER
T NUMBER
GATE: 7/102011 -
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
70, 20830paf
DURALUMPRODUCTS, MC.
ES-
REVISED BY:
RANCHO CUCAMONGA, CA (851) 741-2707
POST TYPES
90.0100 8 110 MPH
18269 18)452 70 AVE., SACRAMENTO, CA 86828
(918) 962.7021 FAX 4037818 sales®durelum.mm
SHEET S OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 0" WALL FASTENERS TS :1ENER
740+'
SEE TACE 300'
1.5 " .OB .833•
I= 0.04" 01 "x90 02' .25 R 06
q2) DIA. #14 SMS ® PANEL
LOCKS OR 08 SMS
N .563" 281" AT EA.jNM6
rZOy Q $ WALLvi .20 S WABEEA
cli vi FASTENERS ALAIM.ALLOY CONTINUOUSA-RAIL
SEE'TABLE 6063 -TB ROOF PANEL ; (WHFI3EOCCURS)
ALUM.ALLOY AP1 75" G OB 6083 TB gLl7M.ALLOY INS#14 SMS G EA. CONTACT 6063-T=ROLLFORMED HANGER EXTRUDED HANGER CHANNELWALL COf�NECTION LR. HANGER nC
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
UM. 'PANEL 2X OR--/
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROD.
SEE TABLE BELOW
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
-EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24' MAX,)
EXISTING EAVE CONNECTION C 2
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, (MASONRY OR CONC.
WIND AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x (FASCIA
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90 A B B C D D E E F
I
100 A B $ C D 0 E E F
110 A B 9 C D ID E E F
LL=20
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
0:
A=SDS25412 W/A34 FRAMING ANGLE AT EACHRAFTER, 24" O.C. MAX.
WnB-SDS25412
W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
18'-B"
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
u�w
Llrn v_
D=3f8"O x 4" LAO SCREW AT EACH STUD
"E=398"0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24" O.C.
*F=318.0 x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
8'-10"
"HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
FOR SPAN SEE ALLOWABLE
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2"x 4"V-6"
FULL OR
2'x 6"
NOTCHED
16" O.C.
10. 208 30 pat
18'-8"
18'-B"
14'-2"
7-0" 14'-0" 12'-S"
9'-7"
24" O.C.
1'-6" 12'-5" 11'-9'
8'-10"
2'-0" 9'-4" 7'-4"
5'-7'
2'x6" FULL OR
2"xB" NOTCHED
24" O.C.
2'-0"
19'-11"
19'-4"
14'-8"
2"x8" FULL OR
2"x10" NOTCHED
24" O.C.
2'-0"
31'-11"
31'-11"
25'-0"
NOTE: 2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16.O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: ROL-15psf RLL=20psf
THE INSTALLATION OF LAG SCREWS 8 WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
199 LL. -(Z)#14 SMS EA. SIDE
FOR SPAN SEE ALLOWABLE
20#/30#L.L.-(2)#l4 SMS EA. SIDE
+
U43RACKET
EXISTING WOOD STUD FRAMING
— --
1 114"
— /4" OR 1 1/2"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2"x6112'OR
10. 208 30 pat
5" MIN. 3' x B" ALUM.
RAFTER
TYPII
—i
314" OR 1 1/2'
7
1
2 42011
Ls ►" hyo F�L�
2
No_37948 m
STEEL
1/4.0 HOLES,TYP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
r— TO DRAIN
I
FOR SPAN SEE ALLOWABLE
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
DECKRIAFTER SPAN TA BLE
EXISTING WOOD STUD FRAMING
NGTH
REPORT NUMBER
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
2a80R2a8LEDGER
10. 208 30 pat
2 EACH 1/4.0 x 3-1/2" LAG SCREWS L.L.=10 psf
ES-
REVISED BY:
EACH 7/16'0 x 3-1/2"LAG SCREWS L.L.=20 AND 30 psf/2•
ATTACHMENTS
ER2
r(34W.S.
}#14x1 3/4'(2'
MIN. PENETRATION INTO
PATIO COVEREXISTING
WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE FOR ATTACHMENT NOTE: PLACE'SIKA FR
MATERIAL BETWEEN
MAY BE MOUNTED
BRACKET
AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S.
WALL CONNECTION O
4O BRACKET
CONNECTION
IA 4MO EVALUATION
AWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOA'
PATIO COVERS STEM AS MFG. BY:
REPORT NUMBER
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10. 208 30 pat
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONOA, CA (861)'741x107
ATTACHMENTS
NORIZ. WIND •
80, 100 6 110 MPHSHEET
8269 ALPINE AVE. SACRAMENTO, CA 85826
(918)462-7021 FAX 40}1519 aatea®duralum.eom
9 OF 33
COLUMN/
POST
TYPES & SURFACE
MOUNT AND
EMBEDMENT DETAILS
SINGLE POSTS
EMBED.
ALUM. MRACKET USE WITH
BOLTS
20"
21" SQ.
'f' BRACKET
23.8 24' CUBE
I POST TYPE B,C,D, OR E.
3 1/4'
STEEL POST ONLY:
25' SO.
Q 3 -SQ. POST W/
25'-30'CUBE
STEEL'PBRACKET USE WITH
31/4'
USE POST TYPE
E
(2}1/12 SMS EA.
23"
POST TYPE B,C,D,E,F,G,H,J OR
(4)-5/8'0
F, G, H, J OR K
F30R/P08BTOL 9
WSQ. POST SIDE OF POST OR
3' SQ. POST
LUM.'T�RACKET:
USE (2)-3/8-0 HILTI
(4),•3/4'0
4 3/4'
4 6'
1/4" M.B. THROUGH
POST
43" SQ.
KWIKtBOLT90RVOUAL
STEE(L�'T•SRACKET:
112 DEPTH OF
(4)-3!4'0
(2}1/2.0 BOLTS 18°INSERT
OTHER
(2}1/4'0 POWERS WEDGE-
6 M NOTESBE1.OW
USE
OR EQHUAL KWIK
FOOTING
MIN EMBD.
36" 51" SQ. 34'
CONDITIONS 446' X.188"
BOLTS+ OR EQUAL, EACH
BRACK T TO SLAB.
42' 64" SQ. 41"
2 W EMBEDMENT DEPTH
FOR KWIK aoLTB)
AT
' CUBE FOOTING W14" SLAB
ASTM A36
STEEL
MINIMUM DISTANCE TO
T.O.C.
EDGE OF SLAB -4'OR
��'� I'•a
g
TO CRACK = 10'
(1 Ye EMBEDMENT)
d
;:rf
'•
>Ta
ASTM A572 STEEL!
• SLAB SHALL BE IN
b
POURED
,:.z a i•,''
xErLONG, 1' '• �••:�
�IL
5
y�j
9/18'
,y •� / , Y..
" GOOD CONDITION
v CONCRETE
FOOTING SEE NOTE
FROMIEND �L:
u11
w7
OF POST {i;0., ::,:
?
3' 80. POST (STL.)
OR FLUTED
3 1/2" MIN.
FOR Yi¢E
BEE FOOTING
POURED
SQUARE SEE FTG.
ORO' SQ. POST (STL.)
_
SCHEDULE
B4 BEAM SPAN TABLE
QUAR
-
CONCRETE
FOOTING
SCHEDULE IN BEAM
TABLE
INSERT ( 1
EXISTING SLAB � O
3" SQ. POSTS TO CONC. FOOTING ®
SQUARE POST EDSPAN
O
PL:S/8"TH1
1 12' a• 11/2'
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO, 18' DEEP • CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12'
BOLTS
20"
21" SQ.
12"
23.8 24' CUBE
(2)-1170
3 1/4'
22"
25' SO.
16'
25'-30'CUBE
(4)-12'0
31/4'
24' 28' SQ. 20'
26"
32' SQ.
23"
31'- 34' CUBE
(4)-5/8'0
4-
28'
35" SQ.
25"
35'- 39' CUBE
(4),•3/4'0
4 3/4'
30" 39' SQ. 28'
32"
43" SQ.
30'
40"- 42' CUBE
(4)-3!4'0
4 3/4'
34"
47" SQ.
32'
NOTES: BOLTS SHALL BE HILT] KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR .1917 OR EQUAL.
36" 51" SQ. 34'
38' 55" SQ. 37'
40" 60" SQ. 39"
42' 64" SQ. 41"
44" 69" SQ. 43'
' CUBE FOOTING W14" SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. 'T'
(BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4" OR
7"I -BEAMS.
2. POST TYPE E
INSTAiLL WASHER PLATE,
2" X X* X'5 X" AT
STEEL -r BRACKET_
3. POST TYPE F
DO NOT USE STEELT MAR 2 41011
BRACKET Wf7' B,REAKA.
WELDED STEEL BASE PLATE (1 0)
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 9
9' SQ. x b/8' iB, C, D, F, G, 8 H
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8. TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9'x9'x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4• EMBEDMENT DEPTH)
IAPMO EVALUATION
WN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD=
PATIO CO R SYSTEMAS MFG. BY:
REPORT NUMBER
DATES NO1101 NE 1
'E NONE
J�REWSIEDBY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGWEERINO
SURFACE MOUNT
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
[916)
�-
RANCHOCUCAMONGA, CA (961)741-2107
AND EMBEDMENT
HORIZ. WIND •
80.1008110 MPH
269 ALPINE AVE., SACRAMENTO, CA 95828
462-7021 FAX 403-1519 ealesQduralum.com
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
4—g+- .raI" GUTTER EXT. CLIP I GUTTER EXT. CLIP
1;79"
2.57'
2.08"
_r
SPLICE WHERE
OCCURS
.065'
TYR
.038° R.F. GUTTER
F— 2.7- —
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004-H36 6063-T6
6.5" ROLLFORME® I 4.5" GUTTER
SPLICE VYHERE
OCCURS
.A85•
TYP.
111 A 6083 T8 OY
24
MAG. GUTTER
SPLICE WHERE
OCCURS
I O ALUM. ALLOY 6063 -TB
MAG BEAM
3.00" SQ.
4e
TYP. "
.28"
ASTM A653 GRADE 40
Op E
3" SQ. STEEL BEAM
3.0"
7 m 2" S.5' MAX. 2" e.5"
No.3 �
SPLICE
WHERE OCCURS 4" WHERE —� .042"
OCCURS * f— .032" — 8.0"
070.
�P' 110" .042" .032"
TYP.
ALUM. ALLOY ALUM. ALLOY 3D04 F13B OR E
6083-T8 QUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL
6063-T6 J 1 OR EQUAL O
4" I -BEAM � ,3
7" I -BEAM C' 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM
.,
MAX� 3"_T - � 5. � MAX� 3" � e. g25"
375"
—� .042" .042" .042" T - 44 GA,
T - 0.125-
$" ASTM A853 'GRADE 60 6. ALUM, ALLOY 6083 -TS
O OREQUAL T UA
ALLOY 3004-H36 ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004+38
_T L .625' L.375"
OR EQUAL ---1 2.675"
ODBL. 3 x 8 BEAM O 3 x8 BEAM O 7" I -BEAM "C"
W/
3 x 8 BEAM Wl STL. INSERT DBL. 3 x 8 BEAM DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE/ INSERT
IAPMO EVALUATION
DRAWN ATE:l lOI E.N.
DATE: 1/10/2011
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. 9Y:
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20830 pal
DURALUM PRODUCTS, INC.
1(916)452-7021
ES-
REVISED BY:
RANCHO CUCAMONOA, CA (951)741,210760,
HORIZ WIND "
1006110 MPH
8266 ALPINE AVE., SACRAMENTO, CA 85826
SHEET11 OF 33
FAX403.1519 aalea@duialum.eem
0
a x 112-S.M.S. EACH SIDE OF 3-
POST ((4-TOAL))
ERNATE:'MI, All
W/ WASHER
SIDE OF 3' SO. POST
BEAM TO POST CONNECTION DETAILS
3"x 8" x .042" BEAM,
3" SQ. STEEL OR
��MAG BEAM.
"L" FASTENERS
1=0" 4 - #14 SDS
2'-0" 8 - #14 SDS
X-0" 12 - #14 SDS
FASTENER SPACING - 3/4"
#14 x 1/Y S.M.S. TOP
8 BOTT. (2) -TOT.
ROOF PANEL
2.35• 3'So. POST
- X14)-#14 SDS @ EA. SIDE
BEAM TO POST
LIVE LOAD=
10, 20 8 30 paf
TOP & BOTT. TOT.=1 F)
' ROLLFORMED OR —
REVISED BY:
EXTRUDED GUTTER
2-414 x 112' S.M.S. EACH SIDE OF 3-
HORIZ. WIND =
#14 S.M.S. ®12.O.C.-
FASCIA
SO. (POST (4-TOTJ
AL
ALTIERNA 114'0
OLT W/ WASHER
EA SIDE OF 3- S0. POST
MAR 2 4 2011
(B78]452J021 FAX 4011819 s"las�duralum.mm
SHEET 130E 33
8 172°x2"x.024 —
3" X 3" ALUM. OR
STEEL POST
FTER
ESS�Ojy,,
R 3' SO. POST
OR
"7`
.240'
^
y
GUTTER FASCIA
MAG BEAM 3' SO. POST
3•so. sn. BEAM � 3
O
i
8-I - BRACKET TO POST
No. 37948
ALUM. ALLOY 3105-1-125
1.50°' 1.50"
.28" _L 2" 2..
u .018"
' U #8x�2"SMS,21/2'
p2
1 1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
.28"
3„ 2•
1 1/2" SO., 2 -SO.,
OR 2-x3- LATTICE
Q 3.O.C. NN.
TO B-O.C. MAX.
2"x3" LATTICE TUBE p� I LATTICE TUBE TO RAFTER 17
1
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
/V:Z— OPTIONAL LATTICE TUBES
0o I
0 0 v GROUFASTEP ER g 1/2•
Oo
ALUM. BRACKET X
2" 1.1 "L" SEE TABLE
RAFTER "TAIL" TO GUTTER 9 5
(4) - #14 x 3/4"TEK SCREWS
BRACKET TO RAFTER
(4) - #14 x 3/4" TEK SCREWS OR (8) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
"I W 010 A f%lZ r 1 8
IAPMO EVALUATION DRAWN BY: E.N.
REPORT NUMBER DATE: 1/10/2011
ES- SCALE: NONE
TOM CAMPBELL 8 ASSOCIATES, INC.
COMMERCVIL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
LIVE LOAD=
10, 20 8 30 paf
PATIO COVER SYSTEM AS MFG. BY:• • ..
DURALUM PRODUCTS, INC.
V �'-'
REVISED BY:
RANCHO CUCAMONOA CA (861]741-2107
ATTACHMENT
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95825
80, 1008110 MPH
(B78]452J021 FAX 4011819 s"las�duralum.mm
SHEET 130E 33
SPLICE DETAILS 11 BEAM TO POST S_T_ DE_TAIL_S_ 72
SIMPLE SPLICE FULL MOMENT
atDS.M.s. II #12 S.M.S.
(STOT. TYP THICKNESS= ,035• (24TOT II
II e. e• TYP. THICKNEFS=.035"
II II
+ jj t f t+ t t 11 t t tt
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H38
OR 6083-T5 FOR EXTRUDED OR 6083-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
ON ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE:: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
3"
TOTAL- (8}12'0 BOLTS
I Q`
1. 0 �
O O O v�
SPLICE WHERE
OCCURS
Eel
u
ALUM. ALLOY
8089=f8
DRAWN BY: E.N.
�S"_-
LIVE LOAD =
w'
4" 1 -BEAM
REPORT NUMBER
3'-0
COMMERCIAL AND RE9mENT1AL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 psf
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE -OF WEB) MAY BE USED
SPLICE VM
OCCUI
ALUM. ALLOY
8083-T8
7" E-BEAM
MOMFMT C--QPt ICF
( V LLEY .4. Ek
NOTCH 1 -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
(8081-T8) ALTERNATE TO POST W/(2}12.0
1 STL. C -BEAM THRU-BOLTS
SQ. POST
�ABEAM TO POST CONN.
� n
ROOF PANEL
4•x3• ALUM. 'I' SM. OR
7'x4' ALUM. 'I' BM. -
(4)-1/4 0 M.B. BEAM
TO BRACKET
2- 3/8.0 M.B. THRU STL.'r
BRACKET TO POST.
POST, SEE SCHEDULE — �
ALTERNATE BEAM TO POST CONN.
IAPMO £VALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8, ASSOCIATES, INC.
LIVE LOAD =
COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/10/1011
SCALE: NONE
COMMERCIAL AND RE9mENT1AL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30 psf
JPATIO
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
HDRIZ. WIND
80.100 6 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 981128
452.7021
SHEET 12 OF 33
(816) FAX 403-1518 sslas@dumlum."
10# L.L. 000 MPH IFREESTAND.& ATTACHED OPEN LATTICE .PATIOS 121 OR LESS- - EXP. -13 & C
3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM DBUN6.5N.032" BEAM 3"z8" BEAM w;INSERT I DBL. 3"x8" BEAM
THE MAXIMUM OOWMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB, FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
I. INSERT
�-
5o
ATTACHED
FTG. MIN.3
(IN.) PO—ST
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
OR 3 x8
BEAM
RANCHO CUCAMONGA, CA (951)741.2107
ND
8269 AUPINE AVE. SACRAMENTO, CA 85828
EACH w/
A 3"x8"
:30
m
MAX.COL.
SPACING
MAX.POST
SPACING
FREESTAND
SHEET 27 OF 33
ATT. MAX POST
SPACING
FREESTAND
ATT. MAX.POST MAX.POST
SPACING SPACING
FREESTAND
ATT. MAX.POST
FREESTAND
'ATT.
MAX.POST
FREESTAND
ON SLAB
{SPAN)
FTC'
POST
FTG (SPAN)
FTa.
MIN
FTG. FOR DBL FOR 3' x 8'
FTG.
MIN•
SPACING
FTG
MIN.
SPACING
@N')
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.) 2'x8 5'x.032' BEAM
1 (IN.)
POST
TYPE
(IN.) �` PAN)
FTG.
ON.)
FTG
(IN.) (SPAN)
FTG
(IN.)
MIN.
4'
171-011
r ,
12'-0"
30
�7
'
1314 19'-718,-6"
31
(�
1517 13'-4'"0" 18�-10'x,-1"
30
1718 25�
TPOST YPE
TPOST
YPE
15 36'-34,_0^
33
(�
8
37
(j
1 1
5
13'-7-
11'-2"
3'1
13 17'-6"
15 16,_6rr
31
G
15 12'-5"
170" 11'-8"
31
G
17 22'=9"
; 32
G
77 32'-2"
35
(j
6'
91'-4"
10'-B"
',r
33
G
14 16'-0"
G
16 11'-4"
18 21'-6"
18 20-9"
19 30'-5"
17 29'-4"
1515'"33
18-0" 1(0•-a,
33
G
19 19'-7"
33
G
19 27-W
35
G
r
7
9 -8 "
9'-11"
9r_7"
34
G
14 14'-10"
16 14'-0"
34
G
16 10'-3" 10'_6" ".
18 8
34
G
18 19'-3"r
34
G
18 27'-2"
34
G
r
,
9'-6"
15 "
-4
U9 18 -2^
20 2'5 A"
8
8-6 "
9r_2rr
35
G
13'-1
17 13'-1"
35
G
17 9'-5" 9'-9"
19 7'-9" 9'-3"
35
G
19 18'-0"
35
G
18 25'-5"
35
G
9'
T-7"
9'-28'-10"
37
G
1517 13'-112
37
G
1719 8'-10" s'_3 r
37
20 17'-0"
1 1 T-o6�_0
20 24'-0"
/ 24'-0"
�"
lr" 8-9„
(�
37
G
21 ,-8"
37
G
10-9
^
8'-10"
38
G
15 12'-5"
17 11'-8"
38
G
17 8'-5" 8'-9"
19 7r�" 8-3"
38
G
19 116'-1"
38
G
19 22'-9"
38
G
11'
6,_z„
8'-7"
39
H
1618 11' 10"�r_2"
39
H
1 20 e' -o erg"
39
H::z2-1
21 15'-2rr
15'-4"
21 21'_6"
1 2' r
B'-8" T-1 a"
4'-6".
39
H
2n 2or�6"
39
H
12 ,'
5 -8 " !
8'-3"
lr s"
39
H
16 11'-4"
1 a 10'-8"
39
H
18 T-8" 8'-o"
39
H
210 -8'
39
H
19 20'-9"
20 6-4" 7'-7"
21 13'-10"
22 19, s'a"
39
H
13'
5'-2"
T-11"
T-6"
4m
H
1s 10'-10"
. 40
H
18 T=5 7'-8"
40
H
20 144 -1"
40
20 19'-9 r
18 10'-3"
20 6�_1" lr_3n
22 13'-4"
�.
22 18'-10"
40
H
r
14
"
4'- 10
7-7"
7'_2"
41
H
16 10'_6°
18 9'-11"
41
H
18 7'-0" T-5"
41
H
70 13 -7"
41
H
2019'_3"
20 5'-11" T -o" .
22 12'-10"
22 18';2"
41
H
15'
4'-6"
T�6'-11"
42
IH
1719 10-1
42
H
1 21 B'"6� . T-2"
4.2
H
:2:0:22:13.2rr
20 18'-7"
5'-8 6-9r,
r_ "
12 5
42
H
22 17-Rr
42
H
THE MAXIMUM OOWMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB, FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
I. INSERT
�-
5o
ATTACHED
FTG. MIN.3
(IN.) PO—ST
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
ME
e®
em
wpm
10'
11'
F 12'
13'
14'
15'
R 2 41011
IAPMO EVALUATION
REPORT NUMBER
ES-
DRAYM BY: E.N.
DATE: 1/10/2011
SCALE: NONE
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
POST SPACING TABLE
FREESTANDING
LIVE LOAD =
10ACHED , 20 6 30 f
P9
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951)741.2107
ND
8269 AUPINE AVE. SACRAMENTO, CA 85828
y0ND l�100MPH
0.1008110MPH
(918)452-7021 FAX 4011519 eale^®dumlum.eom
SHEET 27 OF 33
10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NDTE:
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. 25 FOR FREFSTANOINCa
MAR 2 4
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B —r
::::]J_ FlGlJRE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
IAPMO EVALUATION
REPORTNUMBER
' ES-
DRAWN BY: E.N.
DATE:1/1012011
SCALE: NONE
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
PATIO COVER SYSTEM AS MFG. Y:
DURALUM PRODUCTS, INC.
1(916)452-7021
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
3"x8" BEAM
w/INSERT
DBL.
'W" BEAM
A 3"x8" STL.
HOWL WIND =
8288 ALPINE AVE., SACRAMENTO, CA 85828
1
EACH w/
>-
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTA'ND
FREESTAND
FREESTAND
FREESTAND
INSERT
ATTACHED
n
MAX.COL.
ATT. MAX.POST MAX.POST
ATT. Mq)(_pOgT
•ATT.
9
SPACING
ON SLAB*
SPACING
(SPAN)
SPACING
(SPAN)
SPACING SPACING
FTG FOR DBL POR 3' x S'
SPACING
MAX.POST
SPACING
o
�+
MIN
POST
MIN.
FTG.
FTG.
MIN.
MIN.
MIN.
(�'
TYPE
(IN�'
IN°•
(
POST
TYPE
(IN.) 2'x8.6'x.03Z' BEAM
(!N.)
POST
TYPE
I (SPAN)
(IN.)
(IN•)
FTGPOST.
(IN.) (SPAN)
FTG
(IN.)
FTG.
(IN')
4'
17'-0"
^
12=11.9„
30
G
1213 20'-�
30
G
1416 1a'-0;3-4^ 14'-2
30
G
1214 26'
TYPE
1517 361-9"
TPOST
YPE
TPOST
YPE
1
9,-1"
3'-6"
4'-10„
30
G
35'-1"
37
(�
19 B
4'
:
5'
13'-7„
31
G
1214 171-117,_1a
31
{j
1416 12'46"'_ 12'-8'12'-1^
31
G
1315 23'-22,_2„
31
G
1618 x''31''
36
1 B
11r
a"
G
2,0 E
5,
B
11-4 "
10'-8"
10,-4"
33
G
13 1�'-0"
15 15'-7"
33
15 11'-5' 11'-7"
33
G
13 21'-3"
33
G
16 30'-0"
35
18 B
,
17 10'-11" 11'-0"
15; 20'-3"
18 28'-e"
G
21 E
S
9'-8 a
10'-1"
g,_9"
34
G
43 15'-2"
15 14'-5"
34
G
13 10'-7" 10'-8"
34
G
14 19'-8"
34
G
17 27 -12
34
19 B
17 10"-1" 10'-2"
15 18'-9"
19 26'-6"
G
21 E
7,
B
8 -6 „
9'-8"
9,�"
35
G
14 14'-2"
16 -13'-6-
35
G
15 9'-11" 10'-0"
35
G
14 18'-5"
35
G
17 218'-0"
35
19 B
, "
18 9 -5" 9 -6
16 17 =6"
19 24'-10'
G
22 E
8,
91
7,_7„
9'-3"9,_0„
37
G
1416 13' -4x2, -s"
37
1618 9,�„ 8'-11" 9-5"
37
G
1416 17'6,_6"
37
G
1 24,
37
G
122-2—[S—
g,
91-0
'8'-8„
��_0"
20 23'-5„
F
10,
38
G
1x16 12' -8'12'-1„
38
G
1618 8'-10" 9"=a 1"8,_s"
38
G
1416 1''55
38
G
1 20 23'
2 E
-
8 -5
-8"
22 -2"
38
G
22 F
lo
11
6 -2
8' -8" 8'-8"8 -4
, "
39
G
1517 12' 1"
3g
G
16 8_5„
8'-6"
39
G
1517 15,14'-11.,
39
G
18 2;2'-2"
20
1,-6"
9 8,-1" 8,-2"
20 21'-2"
39
G
23 F
11'
112'
5'-8"
8'_5 8,_0^
39
G
1517 11'- � 1'-0"
39
G
9719 8,_1„ 7,_g, 8'-2"
39
G
1517 15',0'
39
G
10 21' 20'-3"
39
G
223 E
8'-l'
a, -9a
4,�„
1
F
12'
1'3'
5'-2,.
7,-8"
40
H
1517 11'-110,-r
40
H
a 719 7'-s" 7'-1 o"a
40
;1517
H
4
40
H
18 2�0'-5"
21 E
7 2 ' -s
13'-9 "
21 19'-5 „
40
H
23 F
13'
14'
4'-10"
7'-9"7,_5.,
41
H
1517 10'-810,-2"
41
H
1719 7,�„
7'-7"
41
1517 131-111,
41
H
1 99-88,_9„
2124
6'_8a 7,_3"
13'-3„
21
41
H
15'
4'-6"
T-6"
T_2^
42
H
15 10'-4"
42
H
17 6'-10" 71-4"
42
H
15 13'-5"
42
H
1 g 19+-0"
21 E
18 s'-10"
20 s'-3" a'-0"
17 121-10^
21 18'-1 °
42
H 1
24
15'
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NDTE:
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. 25 FOR FREFSTANOINCa
MAR 2 4
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B —r
::::]J_ FlGlJRE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
IAPMO EVALUATION
REPORTNUMBER
' ES-
DRAWN BY: E.N.
DATE:1/1012011
SCALE: NONE
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGIEERNG
LATTICE
POST SPACING TABLE
FREESTANDING
LIVE LOAD .
10,20530 sl
P
1
PATIO COVER SYSTEM AS MFG. Y:
DURALUM PRODUCTS, INC.
1(916)452-7021
REVHSEO BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HOWL WIND =
8288 ALPINE AVE., SACRAMENTO, CA 85828
10 p L.L. 90 MPH
80,100 6 110 MPH
FAX 8031518 sales®duralum.mm
SHEET 26 OF 33