11-0285 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 11-00000285
Property Address:
60605 DESERT ROSE DR
APN:
764-390-008- - -
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
MEDIUM HIGH DENSITY RES
Application valuation:
5480
Applicant: n Architect or Engineer:
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Cla;' B License No.: 770843
Date: Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
( I I, as owner of the property, or my employees with wages as their sole compensation, will do the work; and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does'the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who. contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQ PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/22/11
Owner:
BRUNO RESIDENCE
60605 DESERT ROSE
LA QUINTA, CA 92253
Contractor:
LIFETIME PATIOS
PO BOX 5806
ti� 2,2011
f
LA QUINTA, CA 92248
(760) 777-2650L.-�-
c TA
CCiYIi�••AnIJIFI
Lic. No.: 770843
—
- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -------------
WORKER'S
_________WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS Policy Number WSIO040134-01
_ I certify that, in the performance of the work for which this permit is issued; I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
Date: ZZ r - Applicant:
WARNING: FAILURE TO SECURE WORKERS' C ON COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CI L FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,0001. IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN -
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the -
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
ofthis count to en r upon the above-mentioned pro erty for inspection purposes.
Date: ��ignature (Applicant
Application Number
. . . . . 11-00000285
Permit . .
. PATIO COVER PERMIT
Additional desc
.
Permit Fee.
81.00 Plan Check
Fee
52.65
Issue Date . . .
. Valuation
5480.
Expiration Date
9/18/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
4.00 9.0000
THOU BLDG 2,001-25,000
36.00
----------------------------------------------------------------------------
Special Notes and
Comments.
WEATHERWOOD SHADE
STRUCTURE OPEN LATTICE
APPROX. 412 SQUARE
FEET, PER APPROVED
PLANS & 2009 IBC,2009
IRC, 2010CBRC.
----------------------------------------------------------------------------
Other Fees
BLDG STDS ADMIN (SB1473)
1.00
Fee summary
-----------------
Charged Paid Credited
------------------------------
----------
Due
Permit Fee Total
8.1.00 .00
.00,
81.00
Plan Check Total_
52.65 .00
.00
52.65
Other Fee Total
1.00 .00
.00
1.0.0
Grand Total
134.65 .00
.00
134.65
0
LQPERMIT
r�&," SAT O S
c u n r o a n w n 0. o r ... I u n n o
DESERT R05E
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Bin #
City of La Q.uinta
Building at 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:* cj (GS
O.wner'sName:
AP. Number:
Address:
City, P ST Zi : (gyp
t.A Z Z
Legal. Description:
Contractor: Li 44 -
I vv .�"
Telephone:
Address: 0 -1�av V-
Project Description:
City, ST, Zip: L& V Iw � 47 Z ZP11.4
2hWr_4MP_
Telephone: GC* • -% o'1Gs�
`� ` WE� 4..
`�=ate:,
L cq_jz 9f
State Lic. # :
City Lic. #:
Arch., Engr., Designer:
Address:
.City, ST, Zip:
Telephone: fig" ,�.t.
State Lie. #:
Name of Contact Person:
ConstructionType: '-Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.: l # Stories: # Units:
Telephone # of Contact Person:
Estimated Value ofProject: a P
APPLICANT:'DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACING
PERMIT FEES "
Plan Sets
Plan Check submitted
Item
Amount
'Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person'
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Gradingplan
2,d Review, ready for correctionsfissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A Approval
Plans resubmitted
Grading
IN HOUSE:
71d -Review, ready for correctionsrssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.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 APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
T-1 ........... TITLE SHEET/ 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 -1 FAN BEAM
7 ............RAFTER SPANS
8 ....... _.COLUMN I 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 REQUIREO COLUMNS
16 &17 ...... SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# LL. 90 MPH
18 & 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 100 MPH
20 & 21 -...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
22 & 23 -...SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
24 & 25.....SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 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 10# 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. 9G-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
x100 MILES PER HOUR;_EXPOSUSB_AND'C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT AVERAGE = 19'
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE - 5:12
C. MINIMUM 8' 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 ICC -LISTED EVALUATION REPORT. AT A MINIMUM, SUBMISSION FOR A
BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS
EVALUATION REPORT:
A. TITLE SHEET AND GENERAL NOTES.
0. STRUCTURAL CONFIGURATION (W 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.
I.C.C. E.S. EVALUATION
DRAWN BY. E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LVE LOAD -
L&030
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:: 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERING
TITLESHEETLOADS
10, 20
DURAL PRODUCTS, INC.
ER
'SCALE: NONE
NON9
REVISED BY:
RANCHO CUCAMONGA. CA (951)741.2107
DESIGN LOADS
-
HORI2. WIND.
D
90.100&110 MPH
IN
0289 ALPINE AVE., SACRAMENTO, CA 95878
(916)462-7021 FAX403-1619 50181@Cumium.00m
SHEET T-1
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING CODES:
1. THE -DESIGN COMPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 2010 CALIFORNIA BUILDING & RESIDENTIAL CODES, AS CE/SEI
�7Z4INIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2D05 ALUMINUM MANUAL -ADM 1-05. - -
DRAWING NOTES
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
8. 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, UNDISTURBED SOIL OR CERTIFIED FILL -
8. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 312 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEF
OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
9. 20 POUNDS PER SQUARE FOOT LL AND GREATER MAY BE COMMERCIAL 6 USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1805.3.1 $1605.32 t.- 1/2
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT. Li 9
12. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. - 4,
14. COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCEISEI T. SECTION 6.5.13.
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 6.5.13 n
EXCEPT WHERE NOTED IN 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 THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILO 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 160 PSF/FT x 1.33 PER TABLE 18042 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A448 GRADE C. STAINLESS STEEL MEMBERS
SHALL CONFORM TO ASTM A853. GRADE 40.
23. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
24. THE POST -INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE POWERS WEDGE -BOLT+ STAINLESS STEEL (ICC -ES ESR -2526 FOR CONCRETE AND FOR MASONRY) OR
APPROVED EQUAL
25. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC -ES ESR 1976 OR APPROVED EQUAL
28. 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.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: E.M.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •
PATIO VER SYSTEM AS MFG. BY -
Y:
REPORT NUMBER
DATE *
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOOOiERINO
GENERAL NOTES
10, 20 A 30 ps1
HOWL WIND .
DURALUM PRODUCTS, INC.
6209 AVE.. SACRAMENTO. CA 0 '
ES
REVISED BY:
RANCHO CUCAMONGA. CA (051) 741,2107
90,1DD8110 MPH
10) 452ALP-MI
(819) 452-7021 FAI(�03-1518 Wes®dluapmloom
SHEET 1 OF 33
* SEE 8HT.18 FOR MINIMUM NUMBER OF REQUIRED
COLUMNS WHEN USING 2' X 6 112' SIDE PLATES.
RAWN �'
ATE:1H1R011
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
TYPES
COVER T G. B :
DURALUM PRODUCTS, INC.
ATTACHMENT CHANNEL
ALUMINUM 9EEDETAIL
IFNOTyI
SDS/{ OFS17gUC
ATTACHMENT CHANNEL
ALUMINUM SEE DETAILS
lfnrGTy/
ANDS ORa
ROOF PANELSEE
STRUCTURES
ROOF PANEL
uc
SCHEDULEFOR
T1fF RaF 8S /F3
MIN. GAB' SLOPE PER FT.
SEE SCHEDULE
ED
7F/E Rre., ��
R
0R 8
C 7
O. SP
O.
'O.H ' NOT TO EXCEED 26%
'O.H.' NOT TO EXCEED 26%
OF SPAN
OF SPAN
SE DETAIL FOR SPLICE
SEE DETAIL FOR SPLICE
OPTIONAL- CANTILEVER BEAM
ST
OPTION . CANTILEVER BEAM
1t Sq. POSTS, SIZE VARIES 6668
v�8
SEE SCHEDULE FOR
POST SPACING
* 8Q. POSTS, SIZE VARIES BfFS hA /Np
FDuIR
SEE SCHEDULE FOR
POE SPACING
0.11
° H
?59r h
Is OF tv
ALTERNATE:
ALTERNATE:MAY
SPAN
ATTACHMENT
HE USED SINGLE POST
ATTACHMENT
MAY BE USED SINGLE P08T
SCHEDULE
WHERE PERMITTED.
WHERE PERMITTED. SEE SCHEDULE
WHERE
SEE SCHEDULE.
SEE SCHEDULE
NOTE. SPLICE AT THIS
MAX HT.- 17
NOTE: NSPLICE AT THIS
MAX, HT. -17
POST AND AT ENO 8A
POST ANDD END BAYS
FOOTINGFOR
G
DOTING
FOOTING CUBE SIZSEE E
NOTE: EACH COMPONENT 181 QQO`E CA
CHANGEABLE WITH ANY oTH Cj
FOOT NO CUBE 812E SCHEDULE
A� y�
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS
/
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER
E "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
lfN
GTMOFV P
I7� *
lF
N�OFSIRU
F
�RFVgR
Q UMINUM
PANEL
SEE 8
0'
!� SCHEDULE F PANEL MIN. 0.25' SLOPE PER FT.
O. RfVgR��
FOR SPANS
C
FOR SPANS
O.
O.
'O.H.' NOT TO EXCEED 25%
•O.H.' NOT TO EXCEED 25%
OFSPAN
OF SPAN
SEE DETAIL FOR SPLICE
BEE DETAIL FOR SPLICE
OPTIONAL: CANT BEAM
S
OPTI NAL* CANT EVER BE
Sq. POSTE. SIZE VARIES SFFB /N
C�/fDV�B
SEE SCHEDULE FOR
POST SPACIN
BFFS G
9Q. POSTS, SDS: VARIER CNFDUlFB
SEE SCHEDULE FOR
P 8T SPACING
ALTERNATE:
ALTERNATE
SSM OF Sp
312' SLAB SINGLE POST
V
3 iW SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
OTE O SPLICE AT THIS
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
tr
NOTE1 SPLICE A THIS
FOOTING, SEE
POST D AT END BAYS.
FOOTING, SEE
POST D AT END BAYS.
SCHEDULE
SCHEDULE
FOOTING WHERE REQUIRED
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR FOOTING CUBE 819ZE
NOTE: EACH COMPONENT IS INTER -
12 x V STEEL ROD
NOTE: EACH COMPONENT 18 INTER-
1/2 x B' STEEL ROD
CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING WlCANTILEVER OPTION
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
I.C.C. E.S. EVALUATION
RAWN �'
ATE:1H1R011
TOM CAMPBELL & ASSOCIATES, INC.
SOLID PANEL
.LIVE LOAD •
10,20830pd
COVER T G. B :
DURALUM PRODUCTS, INC.
REPORT NUMBER
CALE: NONE
10"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOWEER0i0
STRUCTURES
HORIL WIND •
IPATIO
9290 ALPINE AVE., SACRAMEN70. CA 09829
ER-
eASEO BY:
RANCHO CUCAMONCK CA (851) 741.2107
80,100 S 110 MPH
(919)462-7021 PAX 403.1510 ulp�dumlummm
SHEET 2 OF 33
RAFTER. SEE TABLe * SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X 61/Y' SIDE PLATES.
FOR SIZE
AND SPACING OPEN LATTICE TYPES
MAX vaot eb�alB
MAX PROD. tlQIC TNI.OPENMS LATTICE TYPE STRUCTURE BEE BC►IEDIAE
SEE SCHEDULE 6� MAr 4�eEcovEREa
MAX. RAFTER. SEE TABLE
o.H. Ab
?�rs^ 28% OF SPAN O• .29�� \
AND SFORPACM A
LENGTH OF STRUCTURE VARIES
'F4
DRAWN BY: EN
LENGTH OF STRUCTURE VARIES
[---,
3 112• SLA.
PATIO COVER SYST A MFG. By.
SEE POST DET
NOTE: EACH COMPONENT IS INTER-
�SNE
'
!ZZ�
OPEN LATTICE
TACHMENT
SEE
POST PLATES
NOTE: EACH COMPONENT IS INTER-
COMPONTENT UNLESS OTHERWISE SHOWN. �[p
WHERE
NOTE: EACH COMPONENT IS INTER -
SEE DETAIL
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
r
4.�
CHANGEABLE WITH ANY OTHER
BFC EEMTINOI�EEE
OPEN LATTICE -TYPE PATIO.COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN
(818) 482.7021 FAX 403.1818 .eles�dwStumoom
EACH COMPONENT IS INTER-
�<3?BLAB
FOO71N0 WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING %HERE REQUIRED.
LE WITH ANY OTHER
DWHERnExr
IT ED. WHERE
PERMITTED• -
OPENLATTICE-TYPE PATIO COVER
SCALE:NTS
Hoy:
LATTICE
SEE SCHED. FOR FOOTING CUBE BQEr
THIS OPEN LATTICE -TYPE STRUCTURE 0�
MAr�LBE COVERED. J - OQ�G`
STRUCTU Q,,
THIS OPEN LATTICE•TVPE —
MAYAUBE COVERED.
UNLESS OTHERWISE SHOWN. �
CAMAI
B E "F" ATTACHED MULTISPAN
•��,� 7y
L�!✓jQ
I� .L 1 MAX PROJ.
'31j1 SEE SCHEDULE
_ Q'
BEE SCHEDULE
FOOTING WHERE REQt9REA
BEE SCHED. FOR FOOTING CUBE SD:E
TTICE STRUCTURE
N07E: TM8 OPEN UTTICE-TYPE STRUCTURE
MAY NOT COVERED.
.
'TYPE "E" ATTACHED SINGLE SPAN
RAFTERS LE MAX PROJ
P SEESCHE
AND SPACING
hn:
LENGTH OF STRUCTURE VARIES
SEE
F
WVI. O.H.
8% OF SM
LENGTH OF STRUCTURE VARIES
I.C.C• E.B. EVALUATION
DRAWN BY: EN
POST CR 9•SECTION,
3 112• SLA.
PATIO COVER SYST A MFG. By.
SEE POST DET
NOTE: EACH COMPONENT IS INTER-
TOYCOTBNSSTRAIAIN
'
!ZZ�
OPEN LATTICE
CHANGEABLE WITH ANY OTHER SFFr
SEE
3IrZMAY E
COMPONTENT UNLESS OTHERWISE SHOWN. �[p
SCHEDULE
NOTE: EACH COMPONENT IS INTER -
USED
TO CONSTRAIN
8288 ALPINE AVE., 8ACRAMENTO, CA 9'51826REVISED
CHANGEABLE WITH ANY OTHER
BFC EEMTINOI�EEE
OPEN LATTICE -TYPE PATIO.COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN
(818) 482.7021 FAX 403.1818 .eles�dwStumoom
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOO71N0 WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
I.C.C• E.B. EVALUATION
DRAWN BY: EN
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD a
PATIO COVER SYST A MFG. By.
REPORT NUMBER -
DATE: 1/1112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
OPEN LATTICE
10. 20 6 30 pef
DURALUM PRODUCTS, INC.
ER-
SCALE. NONE
STRUCTURES
HOR1Z. WIND •
8288 ALPINE AVE., 8ACRAMENTO, CA 9'51826REVISED
BY:
RANCHO CUCAMONOA, CA (BSI) 741@107
80.100 S 110 MPH
(818) 482.7021 FAX 403.1818 .eles�dwStumoom
SHEET 3 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
_( t— 87• T=SEE TABLE BELOW 440"
�l f` 40"
3" 70'
40
3.00- -- 4.50" 4.50" —�-- 4.50" 4.504 —
ALUM. ALLOY 3004-1-136 OR EQUAL
24" TRI -°V" PAN
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH
SPAN
100 MPH SPAN
110 MPH SPAN Il
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
.020
.018
11'-9"
101-W
11'-9"
9'-7"
101-W
8'-8'
15'-7'
.024
13'-9"
12'-7'
13'-9"
11'-3'
12'-8"
10'-3"
10
.032
15'-1'
14'-8"
16'-1"
13'-0"
14'-5"
11'-9"
20'-11"
20'-11'
20'-11"
19'-9'
20
.020
11'-10'
11'-10"
11'-10"
.018
91-8"
9.-61
9'5-
9'-7"
9'-8"
8.$-
12'-10'
.024
11'-6"
11'-8"
11' 8•
11'-3"
11'-8"
10'-3"
20
.032
13'•4"
13'4'
13'-4"
13'-0"
13'-4"
17'-3'
1 T-3'
30
.020
1014"
1014"
10'-4"
1014"
10'-4"
10'-4'
.018
8'-5'
8'-5'
8'-5"
B'-5"
8'-5-
8'.5-
032
.024
10' 0'
10'-0'
10'-0'
10'-0'
10'-0'
10'-0'
30
.032
11'-7'
11'-T'
11'-7'
11'-7'
11'-7"
11'-7"
90/100/110 MPH EXPOSURE B & C
.5'
1.125
.�+ 1.t25•
..TS
p• 1 Ir v
12*
I ALUM. ALLOY 3004-H36 OR EQUAL
* 12" x 31/2" W PANEL
=
F)
PANEL"T'
((N.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'-3'
14%W
14'•3'
14'-2'
14'-3'
12=10"
.024
15'-7'
15'-7"
15'-7"
15'-7"
15'-7•
14'-1'
.032
18'-8'
18'-81
18'-0'
181-8'
181-8"
17'-3"
.040
20'-11"
20'-11'
20'-11"
20'-11'
20'-11"
19'-9'
20
.020
11'-10'
11'-10"
11'-10"
11'-10'
11'-10"
11'-10'
.024
12'-10"
12'-10'
12'-10'
12'-10'
12'-10"
12'-10"
032
151-5'
15'-5"
15'5'
15'5"
15'-5'
15'5•
040
17'-3"
17'-3"
17'-3"
17'5'
17'-3'
1 T-3'
30
.020
1014"
1014"
10'-4"
1014"
10'-4"
10'-4'
.024
11'-2"
11'-2"
11'-2"
11'-2'
11'-2"
11'-2"
032
13'-8'
13'-8"
131-61
13'-8'
'I T-8'
13'-8'
.040
15'-1"
15'-1'
15'-1"
15'-1°
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATI COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/t 1R0tt
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20630 pd
HORIZ. WIND"
DURALUM PRODUCTS, INC.
8289 ALPINE AVE- SACRAMENTO, CA 95828
ER.
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
70, 90 8 110 MPH
(918)452.7021 FAx403-15te salea�OwaNm.mm
SHEET F33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
—� r r— °� oQ�p ;ES 13. r s• 3,0`e.a
5 Mph Ey .042'
042' Z 0�3Y
ALUM. ALLOY 3004-H38 4' m .04r AL ALLOY 3004-H38
OR EQUAL
1k Y 3004 -HU I
SEE NOTE BELOW ORLi
EQUAL * SEE NOTE BELOW
o � o DBL. 2 x 8 1/2' RAFTER 3 x 8" RAFTER
L L = T 90 MPH 100 MPH 110 MP L L a r 90 MPH 100 MPH 110 MPH L L = 'T' 90 MPH 100 MPH 110 MPH
(PSF)
(IN.)
IJ z,
EXP. B
EXP.0
EXP. B
EXP.0
EXP. B
EXP.0
10
.024
16'
12'-2'
12'-2'
12'-2'
11'-10'
11'-10•
1 TS
24' 9'-11' 8'-11• 9'-11• 9'-8' 9'-8'
9'-0•
10
.032
16'
16'3'
18'3'
16'3•
15'-9'
16'4'
15'-2-
5'-r10
24' 13'3' 13'-3' 1 13'3' ;17-10'
12'5'
18'-2'
.042
18-
21'-4•
21'-4•
21'-4"'
20--8• ' 20'-8'
17-11-
9'-1r.042
24- 1r-5• 1r5' 1r5" 16'-10` 16'-10'
16'3•
30'-r
.024
16'
9'4'
9'-4•
9'4'
9'4"
9.4'
9'-2'
24" r -r r-7" r -r r-7" 1 r -r
r-6`
20
.032
18'
17-5•
17-5•175•
23'-10•
17-5•
175•
173•
24' 10'-2' 10'-2• 10'-2' 10'-2• 10'-r
10--0-
9 9
.042
lir
16'-4'
18'4"
16'4'
16'-4-
18'-4-
IV -1-
24" 13'-4" 13'4' 13'-4" 13'-4- 13'-4'
13'-2-
9 9
.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'
17--r
.042
18"
13'-5'
13'5"
175"
13'5'
13'-W
13'-6'
24" 11'-0'
r 11'-0- 11'-0' 11'-0" 11'-0"
11'-0'
EXP. B I EXP.0 I EXP. B 1 EXP.0 I EXP. 8 1 EXP.0 (PSF) I(IN.)
24'-8' 1 23'-5.1 24'-0. 1 22'-W 1 23'-5. 121--10-1
20'-0' 19'-1' 1 174" 1 18'-8' 1 19'-1 • I 1 r-10'
- ' - 1 - I - I - I -
1r-9" 1r-9" 1r-9- 17'0 1 17'0 1r-7•
14'-8" 14'-8• 14'-8• 14'-8" 14'-8' 14'4•
14--r 114'-7- 1 14--r 1 14--r 1 14'-7• 1 14'-r1
11=11' 11'-11" 11'-11' 11'-11' 11'-11' 11'-11"�
- I - A - I - I - I -
.024 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
24` 8'-10" 8'-10' 8'-10' 8--10- 8'-10' 8'-10- 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16' 14'-8' 14'-8" 14'-' 14'-8" 14'-6' 14'-8' 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.
30 .032
24- 11'-10• 11'-10" 11'-10" 11'-10' 11'-10' 11'-10'
16-1 19'-0" 19'-0' 19--0" 19'-0- 19'-0' 1 19'-0' PROJECT
.042 O.H.
24• 1 15'-8' 1 15'-8' 15'-8" 16-8' 15'-8' 16'-8'
.024
18'
tr-3-
1r3-
1r3'
18'-8"
18'-8•
18'-1"
10
.042
24' 14'-1' 14'-1' 14--l'_13'-r ! 13'-r 13'3-
O.H.
16'
23'-0'
23'-0'
23'4'
273'
' 22'3'
21'.'
18
19
20
10
.032
3 4 4
5 5
24•
18'4'
18'-9'
18'4r
18'-2'
18'-2'
1r -W
10
11
1'
4 5 5
6 6
7 7
18"
30'-r
30'-2"
30'-2"
29'-3'
29'3`
28'3"
12
2'
5 6 6
.042
8 8
.042
24"
24'-r
24'-r
24'-r
23'-10•
23'-10"
23'-W
3-
- 7 7
20
9 9
10
10 11
18-
13'-2'
13'-2'
13' 2`
13'-2"
13'-2'
13'-0"
- - -
9 9
.024
11
11 12
24"
I (Y4r
10'-9"
10'4-
10'-9-
10'-9`
10'-7"
- I- _
- -
11 11 1
12
1 12 13
13
18"
1 r -r
1 r -r
1 r -r
Ir -7"
17--r
1 r4`
20
.032
.042
24•
14'-4'
14'-4'
14'x-
14'-4'
14'4'
14'-2'
30
16'
23'-1'
23'-1"
23'-1'
23'-1"
23'-1"
22'-9-
.042
24"
18'-10'
18'-10'
18'-10'
18'-10•
18'-10'
18'-r
18"
1o'-10"
1o' -1o'
10'-10-
1a -1o"
1o' -1o"
1o' -1o"
24'-8' 1 23'-5.1 24'-0. 1 22'-W 1 23'-5. 121--10-1
20'-0' 19'-1' 1 174" 1 18'-8' 1 19'-1 • I 1 r-10'
- ' - 1 - I - I - I -
1r-9" 1r-9" 1r-9- 17'0 1 17'0 1r-7•
14'-8" 14'-8• 14'-8• 14'-8" 14'-8' 14'4•
14--r 114'-7- 1 14--r 1 14--r 1 14'-7• 1 14'-r1
11=11' 11'-11" 11'-11' 11'-11' 11'-11' 11'-11"�
- I - A - I - I - I -
.024 * NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
24` 8'-10" 8'-10' 8'-10' 8--10- 8'-10' 8'-10- 32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
16' 14'-8' 14'-8" 14'-' 14'-8" 14'-6' 14'-8' 24' O.C. MAY BE USED AT 48' O.C. WHEN DOUBLED.
30 .032
24- 11'-10• 11'-10" 11'-10" 11'-10' 11'-10' 11'-10'
16-1 19'-0" 19'-0' 19--0" 19'-0- 19'-0' 1 19'-0' PROJECT
.042 O.H.
24• 1 15'-8' 1 15'-8' 15'-8" 16-8' 15'-8' 16'-8'
RIBUTARY TRIBUTARY -
WIDTH 1 112 SPAN • O.H.
r
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
TRIBUTARY
WIDTH
TABLE
', -
-CLEAR SPAN
(FT.)
REPORT NUMBER
DATE: 111112011
SCALE NONE
COMMERCIAL AND RE810ENTIAL STRUCTURAL ENGINEERING
I
RAFTER SPANS
10.20 a 30 ptf
HORIZ. WIND
O.H.
B 7 8
9 10
11 1 12
13
14 15
18
17
18
19
20
1 21
0
3 4 4
5 5
8 1 6
7
, 7 8
8
9
9
10
10
11
1'
4 5 5
6 6
7 7
8
8 9
9
10
10
11
11
12
2'
5 6 6
7 7
8 8
9-
10
10
11
11
12
12
13
3-
- 7 7
6 8
9 9
10
10 11
11
12
12
13
13
14
4'
- - -
9 9
10 10
11
11 12
12
13
13
14
14
15
5-
- I- _
- -
11 11 1
12
1 12 13
13
14
14
15
15
1 18
RIBUTARY TRIBUTARY -
WIDTH 1 112 SPAN • O.H.
r
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVERS STEM AS MFG. BY:
REPORT NUMBER
DATE: 111112011
SCALE NONE
COMMERCIAL AND RE810ENTIAL STRUCTURAL ENGINEERING
I
RAFTER SPANS
10.20 a 30 ptf
HORIZ. WIND
DURALUM PRODUCTS, INC.
8289 ALPINE AVE., SACRAMENTO, CA 93928
ER.
REVISED BY:
RANCHO CUCAMONGA. CA (051) 741-2107
90, 100 6 110 MPH
(91 S) 462-7021 FAX 403-1619 stlee0dulelumoom
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT= 10' [-3---r2""j " MAX. HEIGHT C =10' 3.00 SQ.
24O
3.00"SQ. o I X10 SMS 3.00"SQ. ')
0 2 ".�J1.00�
?A. SIDE
__ ..003322 __�� :..:.C_`• ;
r ACLU .14"R OW ALU
032" NP' :04MTEEL
O5/8' PLASTIC PLUG .28" F E
3" SQ. ALUM. POST 3" SQ. ALUM. POST O MAG POST
3
WITH SIDE PLATES D 3"'SQ. STEEL POST i SQ. ALUM. POST
ALUM. ALLOY 3004-H38 ALUM. ALLOY 3004-H36 - ALUM. ALLOY 8083-T8
ALUM. ALLOY 3.00" OR y
6063 TG ,; �' 2.40-�
1.375"
0
0 X75"
1.60"
INSTALL %"x x t 4' x 6"HDO 1 .090" TYR
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
7/18.0 HOI
FOR 3/8' h
ASTM GRADE 36 STEEL
INSTALL 1X- x 197797037
WASHER PLATE AT ANCHORS
15T
TYP.
U E FO 3"
POST ONLY
q 2- 5/18.0
STEEL 'T' BRACKET
T
G =3'SO.xt=.788'
II
=3'SO.xt=.250"
=3'SO.xt=.313'=4"SO.xt=.188-
=4'S .xt=.250"
0' OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
6'U4-�s
ALUM. ALLOY
6063 -TB
"H" BRACKET
3
2 FLANGES
21/8" APART
BASE FLARES
TO 3'WIDE EA
SIDE OF FLANGES
1-7/18.0 HOLE
& 23/8" HOLES
TYP. EA. SIDE
r-- (4) -SDS 25412
3"x 8" ALUM. RAFT. BRACKET —1.
3" x 8" ALUM. HEADER
HEADER BRACKET ( 7
I.C.C. E.S. EVALUATION DRAWN BY: E.N. TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
PATIO COVER SYSTEM . BY:
DATE: t/7112011
COLUMN /
70, 20 630 psf
DURALUM PRODUCTS, INC.
IN .
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST TYPES
RIL
6469 ALPINE AVE., SACRAMENTO, CA 96626
ER-
REVISED BY:
RANCHO CUCAMONOA, CA (961) 711-2107
80,00 6 110 MPH
(916) 464-7027 FAX 403-1619 ufts@durelum.mm
SHEET 8 OF 33
COLUMN/
POST
TYPES & SURFACE
MOUNT
AND
EMBEDMENT DETAILS
20-
21• SO,
12"
ALUM.'1'BRACKET USE WITH
25" SQ.
18'
24'
28" SQ.
20'
T BRACKET
32- SO.
POST TYPE B,CA, OR E
28'
35' SO,
STEEL POST ONLY:
30"
39' SO.
3 -SO. POST W/
32"
USE .JOR
POST B C•O,E,F
30'
34"
K E
(}g/g
36'
(2W2 SMS EA.
34"
PE O•HKET
K
55- SO.
3T
F. H. J OR
FOR POST TYPE J
39"
3 -SQ. POST SIDE OF POST OR
3' SO. POST
UM.-MRACKET:
usE t(22}}3re f6 Han
44"
89' SQ.
i
q -
1/4' M.B. THROUGH
' POST
KVYIK9oLTsoREGUAL
USEE(2}T3I8B•0 HR KWIK
112 DEPTH OF
'
(2}trz'0 BOLTS
FOR ALL OTHER
18"INSERT
SEE NOTES BELOW
FOOTING OR
i CONDITIONS 4 5'
x .188'
(2}1/4'0 POWERS WEDGE-
BOLTS OR EQUAL
12' MIN. EMBD.
I
ASTM A38
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
1
STEEL
BRACKET TO SLAB.
FOR KINK BOLTS)
'� I r7
..
T.O.C.
MINIMUM DISTANCE TO
EDGE OF SLAB = 4" OR
' I'-�
LJ
iE.
TO CRACK = 10•
d
: �i
5
ASTM A512 STEEL
(1 V4 MIN. EMBEDMENT)
.4
H
SLAB SHALL BE IN
DE TH
4
POURED CONCRETE
(1) 1/2'0M.B.
x99F''ROM
i� .� :�.�.
y
3116'
•� �) ,
<
FOOTING SEE NOTE
END
0In
GOOD CONDITION
OF POST
`. L� ::;.'
POST(STL) -
3 -OR
FO..
3 1/2• MIN,
FOR SIZE::::b
SEE
POURED
SQUARE SEE FTG.
OR 4• SQ POST (STL.)
EN
QUAU�
SCHEDULE IN BEAM
INSERT
IN BEAM SPAN TABLE
FOOTING __-SPANTABLE
PL.518'THK.
7
8
fSQUARE POST EMBED. j 9
EXISTING SLAB
3" SO.
POSTS TO CONC. FOOTING
1 INTO
FOOTING
1
1 1rz• B•
1 1rz-
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 18• DEEP
' CUBE FTO.
18'
is -so,
12"
20-
21• SO,
12"
22'
25" SQ.
18'
24'
28" SQ.
20'
26'
32- SO.
23'
28'
35' SO,
26"
30"
39' SO.
28'
32"
43- SQ.
30'
34"
47" SO.
32"
36'
51- SQ.
34"
38"
55- SO.
3T
40"
80' SQ.
39"
42"
64• SQ.
41-
44"
89' SQ.
43-
0UBE FOOTING W/4' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23'& 24' CUBE
(2}IWO
3 1/4-
25' - 30' CUBE
(4)-1/1.0
3 1/4•
31• - 34' CUBE
(4}5(8.0
4'
35' - 39• CUBE
(4),114.0
4 3/4-
40'- 47 CUBE
(4)3!4.0
4 314"
NOTES,. BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
f.cc. E.S. EVALUAnoN
DRAWN BY: EN.
DATE: 111112011
WELDED STEEL BASE PLATE,
NOTES:
LIVE LOAD a
10, 20 d ]0 pN
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SMT. 9
1. 00 RACKET WITH 3XI T
BRACKET WITH 3X8 BEAM
W SQ. x 6W
B, C. D, F, G, & H
FREESTANDING
BASE PLATE ANCHOR
WrtN3ERT, MAG BEAM, a• OR
7•tieEAMs.
2. POST TYPE E
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
INSTALL WASHER PLATE_
2•X)6'XSWAT
90,100 8110 MPH
STEEL T BRACKET.
SHEET 10 0F 33
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
3. POST TYPE F
00 NOT USE STEEL T
BRACKET W!7' 1$EAM.
9"x9 -x 6/8'
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4- EMBEDMENT DEPTH)
f.cc. E.S. EVALUAnoN
DRAWN BY: EN.
DATE: 111112011
70M CAMPBELL & ASSOCIATES, INC,
COLUMN
LIVE LOAD a
10, 20 d ]0 pN
10 COVER SYSTEM G. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
ANDEMBEDMENT
HORIL WIND "
0288 ALPINE AVE., SACRAMENTO, CA 95626
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (961) 741-2107
90,100 8110 MPH
(918) 462-7021 FAX 403.1519 telae®Aumlum.00m
SHEET 10 0F 33
I HANGER CHANNELS AND MOUNTING BRACKETS I
ALUM. 3004-H38
v, 4 WALL
FASTENERS
SEE TABLE
1.75' O
ROLLFORMED HANGER
.281'
AL 8083 -TROY
0 O
EXTRUDED HANGER CHANNEL
FASTENERS. SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
CHANNEL, 2X OR 3X
RAFTER BRACKET. —.
ALUM. PANEL R -f
3x ALUM. RAFTERij
4ZEXIST.
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
AT EA. CO
AT EA CONTACT
FASCIA BOARD
EAVES,
.20
CONTINUOUS A• RAIL
RAFTER
ALLOWABLE PROJ. EXISTING EAV
90
ALUM.ALLOY
100
SEE TABLE BELOW OVERHANG
1114 SMS 0 EA CONTACT
(24• MAX)
WALL CONNECTION
O
EXISTING EAVE CONNECTION
WALL FASTENERS
SEE TABLE
PANEL
LOCKS OR 88 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
AT EA. CO
AT EA CONTACT
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID=GROUTED
.20
CONTINUOUS A• RAIL
ROOF PANEL
(WHERE OCCURS)
90
ALUM.ALLOY
100
8083 -TB
1114 SMS 0 EA CONTACT
A B 1 B C D D E E F
WALL CONNECTION
O
2.740"
T-.080" -
WALL FASTENERS
SEE TABLE
APPROVED 3- OR 4•
ALUM.ALLOY INSUL ROOF PANEL
6063-76
I.R. HANGER O
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL STUD, MASONRY OR CONC.
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID=GROUTED
DESIGN 18" O.C. CELL AT FASTENER) OR CONC.
OVERHANG(L)
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
100
A B 1 B C 0 D E E F
110
A B 1 B C D D E E F
181-W
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
E0
A-SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX
24' O.C.
B=,SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24.O.C. MAX.
C�OS25412 AT EACH STUD, 18' O.C. MAX
GµZZ
'u
U
D=318"0 x 4" LAG SCREW AT EACH STUD
•E=WS*O 1
5'-7"
x 1/8" AT 16* O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
•F -WO x 1 1/8" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24' O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
2 EACH 1/4'0 x 3.1/2' LAO SCREWS L.L.-10 psf
2 EACH 7/18'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psfR
(s}6 44d t w.s.
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG(L)
LL -10
LL -20
LL=30
2" x 4"18.O.G.
FULL OR
2'x8"1'-8'
NOTCHED
NOTE: BRACKET
1'-8'
18'-8•
181-W
14'-2•
'-0" 14'-0' 12'-B"
8'-7"
24' O.C.
12'-5" 11'-8'
8'-10"
2'4' 9'-4' 7'4"
5'-7"
2*xe" FULL OR
2"x8" NOTCHED
24' O.C.
2'-0•
19'-11"
19'-4"
14'-B'
2"xB" FULL OR
2'x10" NOTCHED
24' O.C.
2'-W
31'-11'
31'-11 •
25'-0"
NOTE: 2x8 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT W0. STUDS (18.O.C.)
DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL■15psf RLL-20p6f
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS).
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
100 L.L.-(2)#14 SMS EA. SIDE
20#130#L.L.-(2)014 SMS EA. SIOE
U -BRACKET
_ ' 3/4" OR 1 1/2"
2 EACH 1/4'0 x 3.1/2' LAO SCREWS L.L.-10 psf
2 EACH 7/18'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psfR
(s}6 44d t w.s.
2'x812'OR
(2' MIN. PENETRATION INTO
5' MIN. 3'x 8' ALUM.
EXISTING WOOD STUD)
RAFTER
314.OR112'
NOTE: USE LEDGER WHERE RAFTER SPACING
EXISTING WOOD STUD FRAMING
1
\t OF CA
3/18'
iSTEEL
1/4'0 HOLES.TYP.
llt
8 00
0
1 1/4'
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
CAUCK JOINTS AND SLOPE
r- TO DRAIN
FOR SPAN SEE ALLOWABLE
DECX/RAFTER SPAN TABLE
- 1- I &6 OR h8 LEWER
2 EACH 1/4'0 x 3.1/2' LAO SCREWS L.L.-10 psf
2 EACH 7/18'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psfR
(s}6 44d t w.s.
}#tazt 314•
(2' MIN. PENETRATION INTO
PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
OATS: 1!11!!011
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE ®FOR ATTACHMENT NOTE: PLACE •SIKA FLEX* OR SIMILAR
MATERIAL BETWEEN BRACKET AND
MAY BE MOUNTED
COMP.
BELOW RAFTER Wf
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTIONS.
WALL CONNECTION 04O BRACKET CONNECTION
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD "
PATIO COVER SG. ;
REPORT NUMBER
OATS: 1!11!!011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
1C. 20 6 70 pel
IDURALUM PRODUCTS, INC.
8288 ALPINE AVE., SACRAMENTO, CA 88828
ER.
REVISED BY:
RANCHO CUCAMONOA CA (881) 741-2107
ATTACHMENTS
80H t�00 6 1 0 MPH
(816) I84.7D21 FAX 403-1619 galea®du55yan m
SHEET 9 0F 33
HEADER BEAM TYPES & ATTACHMENT .DETAILS
GUTTER EXT. CLIP GUTTER EM. CLIP
3.00" SQ.
q00* SPLICE WHERE SPLCE WHERE �1.0
1 79" OCCURS SPLICE CICARUiRS E OCCURS
4.8•2.57" 4.8• TVP. 14"1 1 ow
2.04• TMP.
T 1 rn , .28"
moo•
.038" R.F. GUTTER
2.r ALUM. ALLOY ALUM. ALLOY ASTM A653 GRADE 40
FASCU\-ALUM. ALUM. ALLOY 8083.78 8063.78 E
ALLOY 3004-H36 O 8083-T8 O - O
6.5" ROLLFORMED 4.5" GUTTER t_z#0�10AIG.
GUTTER MAG BEAM 3" SQ. STEEL BEAM
4" gQ` AMp��ti2 3.0-
r 3`1 = m
o.37��I ii * 2- I MAX. I 2-
SPLICE
II
mo— e c
' . y0.
42-
WMRSPLICE
occua� F32OCCURS .0' — 8.0"
TYP. I 10 042' 032'
...111. TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY O gLUW �py O J ALUM. ALLOY 3004 H38 OR EQUAL J OR EQUAL O
8083.78
4" I -BEAM 7" I -BEAM G 2 X`6 RAFTER DBL. 2 x 6.5 BEAM
3x8BEAM
3- 125•
MAX. 3" 6• MAX. 3- B• 5•
I 1 I � 375"
_
—a— .042" .042"X042" T • 14 GA.7.8 5" ASTM A653 GRADE 50 T-0.126*
8" 8.858" ALUM. fluor e083 -Te
ALUM. ALLOY M408 ALUM. ALLOY 3004-H38 _T 462
OR EQUAL OR EQUAL I5- .375"
ALUM. ALLOY 30044ML - 2.875" �-1.75•—�
OR EQUAL O
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM O W/_DBLelDBL3 x-B-STELgAINSERT IN STEEL SRT O SPLICE I SERT O
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
=LOAD- -
P O COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/118017
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG INEERINO
BEAM TYPE9
10, 20890 paf
DURALUM PRODUCTS, INC.
ER.
SREEVISED
110
CRAM
8280 ALPINE AVE., SA3-1519 70, CA 85528
BY:
RANCHO CUCAMONGA, CA (951) 741-2107
80,0100 5 MPH
(818) 452-7021 FAX 4031518 eelei4>1dwelummm
SHEET 11 OF 33
SPLICE DETAILS 1 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT I I
010 S M
eTOT .9. II 012 S.M.S. It
TYP. THICKNESS =.035' (24 TOT NP. THICKN"S = .035'
u u
+ n + t ++ ++u++ +t
ALUM. ALLOY 3004-H36 e. e• ALUM. ALLOY 3004-H36
OR 8083-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN 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.
SPLICE WHERE
OCCURS
070" tt
TYP O D
ALUM. ALLOY
6052 -TB
4"I -BEAM T-0'
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I SPLICE WH
OCCU,
ALUM.ALLOY
6083 -TS
7" I -BEAM
I
MOMENT C -SPLICE
e.TMW. EA.
I
—_cl
NOTCH I -BEAM FLANGE
A8 NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
(8061 -TB) ALTERNATE ( 1 TO POST W/(2)-1/2'0
Sn, C -BEAM THRU-BOLTS
+'] sQ. POST
0
BEAM TO POST CONN.
111
\Q` 012 METAL BACKED,
NEOPRENE WASHERED
TEK SCREWS @ B•O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4-x3• ALUM.':''I` BM. OR (4}114.0 M.B. BEAM
7•x4• ALUM.BM. TO BRACKET
2- 315'0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE — —r—
ALTERNATE BEAM TO POST CONN.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD •
PAI COVE SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: v11Q011
IREVISEDBY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
eEDE
SPLICE DETAILS
10, 20 a 30 p.I
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
RANCHO CUCAMONGA, CA (661) 741.2107
HORIL WIND"
90, 100 6 110 MPH
8268 ALPINE AVE., SACRAMENTO. CA 85528
(8/6)462-7021 FAx403.1618 salae®duralum.00m
SHEET 12 0F 33
'T
2-014 x 1/Y B.M.B. EACH SIDE OF r
SQ. POST (4 -TOTAL)
ALTERNATE 1/4.0 BOLT W/ WASHER
EA SIDE OF W SQ. POST
.s
O I
235' F-1•� 3' SQ. POST
2-0114 x 1/Y S.M.S. EACH SIDE OF Y
SO. POST 4TOTAL
ALTERNA v TO OLT W/ WASHER
EA. SIDE OF S• 80. POST
QR 3' 80. POST
GUTTER FASCIA
MAG BEAM 3- SQ. POST
3'SO. STL. BEAM
13
ALUM. ALLOY 3105-H25
2'-0"
��ff 1 1.50"
.GB" I 2"1 2-
T-0"
[�=018'
FASTENER SPACING n 3/4'
DATE: 1l/ 112011
SCALE: NONE
SCALE: HONE
P2
1 11/2 SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
DURALUM PRODUCTS. INC.
8288 ALPINE AVE.. SACRAMENTO, CA 08626
.28"�-
"
ER-
f
RANCHOCUCAMONGA.CA (831)741-2107
2"x3" LATTICE TUBE
We 1006110 MPH
BEAM TO POST CONNECTION DETAILS
' x 8" x .042" BEAM,
' SQ. STEEL OR
IAG BEAM.
(4)-#14 SDS GQ EA. SIDE
TOP & BOTT. TOT =16
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
#8 x 2'SMS, 2 1/2'
1 1/2'80.. 2' SO.,
OR 2X1' LATTICE
® 3.O.C. MIN.
TO 8'O.C. MAX.
kLATTICE TUBE TO RAFTER 17
"L' FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12-#14 SDS
FASTENER SPACING n 3/4'
#14 x 1/2' S.M.S. TOP
. 8 BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. ®12'O.C.
FASCIA
61/Yx2'x.024
RAFTER
FASTENER TO FASCIA - SEE TABLE
FASTENER TO RAFTER TAILS - SEE TABLE
7 TIONAL LATTICE TUBES
-_A -T- OVERHANG
0
00
'a FASTENER g 1/2'
0o GROUP
00
ALUM. BRACKET x
2- 1' 'L' SEE TABLE
RAFTER TAIL" TO GUTTER 15
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
W4
O
t = .040" 0 606346
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
BRACKET --RAFTER T6BEAM
DRAWN BY: E N LIVE LOAD • PATI COVER SYSTEM A3
I.C.C. E.S. EVALUATION
TOM CAMPBELL 8 ASSOCIATES, tNlC
MFG. BY:
REPORT NUMBER
DATE: 1l/ 112011
SCALE: NONE
SCALE: HONE
COMMERCIAL AND REBU)ENiVLL BTRUCTURAI ENGINEERING
eEAM To PosT
ATTACHMENT
10, zo s 3o peg
HORIZ. WIND "
DURALUM PRODUCTS. INC.
8288 ALPINE AVE.. SACRAMENTO, CA 08626
ER-
RANCHOCUCAMONGA.CA (831)741-2107
We 1006110 MPH
(918)462.7021 FAX403-1518 aalee®diaaNmc4m
SHEET 13 OF 33
DOUBLE RAFTER
CONNECTION DETAILS
BEAM
TO POST CONNECTION
LIVE LOAD"
10 COVERS STEM AS MFG. El
BEAM SPLICE TO
DATE: 111112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
OCCUR DIRECTLY OVER 518" 0 PLASTIC
DURALUM PRODUCTS, INC.
ER-
POST. NOT PERMITTED PLUG WHERE
1 1/2" OR TLATTICE
#8 S.M.S.
FESSIQN 6 SCREWS
2 -POST UNITS
� � SCREW IS INSIDE
ALTERNATE 1/2"
BOLT CONNECTIO
DOUBLE RAFTER- Q
PLAN 2
q� PER SIDE
`' cli p� F2
I b" #14 SMS MAY
Q14�
ALTERNATE: ft, C�
�'
BE USE AS
4414 S.M.S. EAC 0
Z
r Z
r
3.5
3.5"
ALTERNATE TO
1/4"0 BOLTS
RAFTER TO COL. -
CONNECT. (B -TOT
No.3794a �
3.5"
3.5"
d
13 11 {t
8" BEAM
1•
C ��� a1 OR n2
5"
Oso w
CP► \�c�Q 8-#14 SMS
1.
EACH SIDE
61/2" SIDEPLATE EA.
SIDE SEE POST SC14ED.
3'x 3-STL.POST (24")
INSERT ATTACHED OR
°
ALTERNATE :
t(2y2x6.5'OR
#14 SMS EA. SIDE
TOP, MID HEIGHT
3'x 3'STL.POST COLUMN
(23 k8'HEADER
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
FOR FREESTANDING
-BOLT
(2}1/2
BEAM TO POST CONNECTION 21
2"x 8.5" SIDEPLATE
POST SCHEDULE
DBL. RAFTER / DBL. HEADER CONN. 19
F-11
3" SQ. x.032" + (2)-2"x 61/2" X*3" SQ. x -032" + (2)-2" x 61/2" x .032"
W/ (6)-#14 S.M.S. EACH SIDE. � W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB
ONLY
USE ON CONC. SLAB OR FOOTING.
#8 S.M.S. EACH SIDE
EXISTING
LATTICE 1 1/2" OR 2' SHAV
2'k6"LEOGER
(NEW OR EXIST.)
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE: (2) SDS25412
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x8.5' OR (2}3"x8" HEADER STING
ALTERNATE: TUCCO OR EQUAL
3"x3"x0.024" (1) - 1/2" BOLT OR ..WOOD STUD
CONNECTOR (2)- #14 S.M.S. EACH RAFTER
EXIST. STUCCO / LEDGER
STUB COLUMN TO DOUBLE HEADER CONN. 20 ATTACHMENT DETAIL 22
DBL. 3"X8'X.042 BEAM
OR DBL. 2"X6.5"X.032" BEAM
5/8" 0 ACCESS HOLES
INSTALL 6 - #14 X Ya'
3" SQ. POST LONG SDS ® EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL 23
I.C.C. E.S. EVALUATION
DRAWN BY. E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD"
10 COVERS STEM AS MFG. El
REPORT NUMBER
DATE: 111112011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10.20 a30 pat
DURALUM PRODUCTS, INC.
ER-
SCALE: NONE
REVISED BY:
RANCHO CUCAMONDA, CA (961) 741.2107
CONNECTIONS
B0, OFUZ 100 8110 MPH
B28Y ALPINE AVE. SACRAMENTO, CA 95-6
(878)452-7021 FAX403.1519 "ale;@dulalummm
SHEET 14 OF 33
10#
L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS -EXP. B & C
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
DBL. 2"x6.5"x.032" BEAM
DBL. 3"x8"x.042" BEAM
3"x8" BEAM WINSERT
DBL. 3"x8" BEAM
DATE: 111112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
3"x8" BEAM
DU
OURALUM PRODUCTS, INC.
I
EACH w/ A 3"x8" STL. INSERT
REVISED
MAX.POST MAX.POST FREESTAND
ATTACHED
�o
MAX.COI
MAX.POST FREESTAND ATTACHED
MAX POST FREESTAND
ATTACHED MAX POST FREESTAND ATTACHED
5
P5
SPACING
ON SLAB*
SPACING SPACING MIN.
F OR 3x S'
SPACING MIN MIN.
(SPAN)
SPACING MIN
(SPAN)
MIN SPACINGG. MIN. MIN.
O
m
MIN.
2 5'D.032' BEAM PO
(NG
((NG.
TOPE
�Na TYPE (N)
(N.)
)POST (SPAN) ON) (N)
TPOSTYPE
TPOS
TPOST YPE YPE
4'
17'-0"
1TYPE
2'-211-0" 12''411,-1" 30
G
1618
B
17'-5�5,-9^
30
G
1 ZO
B
22'.8"
33
G
2 22 B 32' 8,-11"
36
G
2 24 B
4'
,-5^
5'
13'-7"
10'-11" 11'-0"
31
G
17
B
15'-7° °
31
G
19
B
20'-3"
32
G
21 B 28'-8"
35
G
23 B
5,
9'-10" 9'-11 "
18
14'-1
21
18'-3"
23 5'-10"
25 E
6'
11'-4"
10'-0"9,-0° 10'-1"9,-1^ 33
G
1719
B
14'-3"2,-10^
33
G
1 21
B
1e' -sem"
33
G
z123 B 28'-23,-r'
G
2 28 B
6'
C
E
7'
9'-8"
9,-0„ 9,4„
G
18
B
13'-2'�,-11"
34
G
222
B
1T
34
G
2 B 24,~1'-10`
34
G
24 B
7,
8'-4" 8'_5"
0
15,-5"
24 C
7 E
8'-6"
81-8" " 81_9" 35
G
18
B
12'-4" ,_
35
G
20
B
18'-0"
35
G
22 B , 22'-8"
35
G f
25 ` B
8,
7 -9 7'-10
20
11 1 "
22
,- "
14 8
24 E : 20'-5"
27 E
�,_7.
8'-2" 8'-3" 37
G
19
B
1 t'-7°
37
G
21
B
15'-1"
37
G
23 S 21'-4"
37
G
25 E
9,
7'-2" 7'-5'
20
10'-6"
3
13'.8°
25 E 19'-3"
28 F
10'
6'-9"
7'-9" 7,-10"8'-9" 38
G
1 20
B
11'-09'-11"
38
G
21
B
14'-4°
38
G
23 B 20'-3°
38
G
28 E
10,
8.-6°
3
2'-11 ^
25 E 18 . "
28 F
11'
fi'-2"
7'-5"
7'-1"5'-t 39
H
1
B
1o'-6"9,-6"
39
H
2 24
B
13'-82,
39
I"�
23 g 19'-4"
39
H
26
2 29 E
11.
1" 6,-2.
20
4.
E
F
12'
5'-8"
6'-6" 7'-1"
39
H
19
B
10'-1"
39
H
22
B
3-
39
H
24 g -6
39
E
,
12
5'-5" 5'-8"
20
9,_1.
24
1'_10^
26 E 16'-8"
F
13'
5'-2"
6'-0" 8'-10"5,_3. 40
H
2
B
9'-8"
40
H
B
12'-11,4"
40
H
2 B 17'-98,-0"
40
E
13'
5-0^
20
8,-9^
4
28 E
F
9 4'
4'-10"
5'-7° e'-7.4,-10` 41
H
2
B
9'-4°
41
H
2
B
2'
41
H
2 27 B
41
t
E
14'
,�,-8^
20
8,-5"
25
0'_11"
E 15.5^
F
15'
4'-6"
5'-2" 6'-4"
42
H
20
B
9'-0°
42
H
23
B
11-8"
42
H
25 g 18'-7"
42
E
15 ,
4'-4" - --4�-6°
20
.
g'_1.
25
10'-7"
27 E 14'-11•
F
* 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.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHIT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY. E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD ,
PATIO -COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 111112011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 8 SO paf
DU
OURALUM PRODUCTS, INC.
I
ER-
REVISED
RANCHO CUCAMONGA,CA(B31)7a1-2107
IONL.L.t00HMPH
HORIZ. WIND "
60,1008110MPM
ALPINE AVE. SACRAMENTO, CA B6B26
(91B)462-7021 FAX 403.1519miaa®dumhm.mm
SHEET 19 OF 33
10# L.L. 110 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL &ASSOCIATES, INC.
POST SPACING TABLE
6•5111ROLBFORIIM
P ICY -COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
4" I -BEAM
4.5" /
MAG GUTTER
COMMERCIAL AND RESIDENTIAL STRUCTURAL FNGWEERINO
3" SQ. STEEL
BEAM
7" I -BEAM
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741 2107
10 M LL 110 MPH
90.100 & 110 MPH
(918
(915) 452-70T1 FAX 4031519 selee8Qurelumc"m
SHEET 20 0F 33
a}c
j a
MAX COL
MAX.POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
C3 3:
SPACING
ON SLAB.
IG
(SPAN)
SPACING
SPACINGMIN.
(SPAN)
(SPAN)N((G
PAN)O.PPOSNTIPE
FTG.
OST
G
P�PE(SPA)O.
—
POST
)
o.
PPOSGTME
T
(NT
(IM
(N
TYPE
(N
PPOSTtN.
TYPE
(N
(IN*) TYPE
4'
17'-0"
12'
30
H
1719
B
14'-9'2,_6"
30
H
1
B
13'-3�-2"
30
H
1819
B
10'-90:1"
30
H
1719
B
24'-21'-0"
30
H
2224 B
10'-8"
20
5'
13'-7'
11'-3"
31
H
18
$
13'-3"
31
H
19
B
11'-10"
31
t {
18
B
10'-0"
31
H
17
B
22'-3"
31
,-(
23 B
9'-4 "
19
�- "
11 2
21
9'-4 "
19
9'-2 "
19
18'-9"
24 E
6'
11'-4"
10'-4"-10"
33
fi
1919
B
12'-10'-2"
33
H
2 21
B
10'-
33
H
1919
: B
9-'S7'-10"
33
H
18
B
20-17,_2"
33
H
2i5 B
7'-10"
9
E
7'
9'-8"
9'-7"6,-8"
34
H
1919
B
11'-29.5"
34
H
20
B
10'-05-8"
34
H
1919
B
8'-11$,_8„
34
H
1919
B
18'- 5'-11"
34
H
24 B
22
26 E
8,
8,-6„
8--9"
35
H
19
$
10'-5"
35
H
21
B
8'-9"
35
H
19
B
8'-7"
35
H
18
B
17'-7"
35
{
24
, ^
5-10
19
,_ .
8 9
22
5'-10"
19
5-10"
is
4'-10"
26 E
9'
7'-7"
7'-105,-2„
37
H
1919
B
9'-67'-10"
37
H
2122
B
7'-1 "-2"
37
H
1919
B
7-105,_2.
37
H
19
B
16' 14'-0"
37
H
25 E
9
27 F
10'
6'-9"
7'-0"
38
H
19
B
8'-6"
38
H
21
B
7--0"
38
H
19
B
7'-0"
38
H
19
B
15'-9"
38
H
25 E
4'-6"
19
50-
22
4'-8"
19
4'-8'
19
13'-3"
27 F
11'
6'-2„
6'-5"
39
H
19
B
7'-9"
39
H
21
B
6'-5"
39
H
19
B
6'-5"
39
H
19
B
15'-0"
39
H
26 E
4'-3 „
19
6'.5^
22
4'-3"
19
4'_3^
19
12'-8"
28 F
12'
S'-8"
5'-10"
39
H
19
B
7'-1"
39
H
21
B
-
-
-
-
-
5'-10"
39
H
19
B
14'-4"
39
H
26 E
3'-11"
19
5-_10"
22
3'-11"
19
12'-1"
28 F
13
5'-2"
5'-5"
40
J
19
6'-7"
40
21
-
-
-
-
-
5'-5"
40
19
B
13'-1
40
J
27 E
3'-7"
19
5,_5"
22
3'-7
.�
19
11'-8"
29 F
14'
4'-10"
510.3,�"
41
J
1919
B
6'-1"5,-0"
41
J
2122
B
-
-
-
-
-
5'-0
41
J
1919
B
13'-4"�,�.
41
2 E
3,-4"
.�
29 F
15'
4'-6"
4!-8"--j42
J
19
B
5'-8"
42
J
21
B
-
-
-
-
-
4'-8"
42
J
19
B
12'-10"
42
J
27 E
3'-1"
19
,
e_a^
22
z'_� "
19
,n"
�0 1=
* 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.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED V EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.SOLID
DALE: t/t 12011
TOM CAMPBELL &ASSOCIATES, INC.
POST SPACING TABLE
LIVE LOAD"
10, 20 630 pd
P ICY -COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL FNGWEERINO
FREESTANDING
AND ATTACHED
HORI0.100 W WD "
ALPINE AVE. SACRAMENTO, CA SSBTB
ER-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741 2107
10 M LL 110 MPH
90.100 & 110 MPH
(918
(915) 452-70T1 FAX 4031519 selee8Qurelumc"m
SHEET 20 0F 33
t
10# L.L. 100 MPH FREESTANDA 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.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED a SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -ja
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LATTICE
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM:
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
LIVE LOAD =
PATIO COVER SYSTEMAS MFG. BY:
REPORT NUMBER
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
MAx.POST
FREESTAND
ATT.
MAx.POST
MPACING
FREESTAND ATT. MAX.POST MAXPOST FRE NO ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAXPOST
o
co
m
ON SLAB HI
ON
SPACING
(SPAN)
FTG SPACING
(SPAN)
SPACING SPACING
FTG MI FTG FOR DBL FOR 3' x 8' FTG. MIN. FTG. SPACING FTG MIN. FTG. SPACING FTG MIN. �G MIN.
(SPAN)
m
FTG
MIN
(IN.)
POST
(IN.)
(IN.) POST (IN.) 2-x6.5'x.032- BEAM (IN.) P� (W.) (IN.) �T (IN.) (SPAN) (IN.) POST (IN.) POST
TYPE
TYPE TYPE TYPE TYPE TYPE
4'
1T�0•
12'-0"
30
G
1314 19718'-8°
31
G
1517 13'-411'-0° 13'-10'3.-1.
30
(�
1718 25'- q'-0"
33
G
1618 36'
3T
G
18
B
4'
-6a
.
,
34'-0'
0
5
13--7-10'-9"
11'-2"
31
G
13 17'-8"
31
G
15 11'-11" 12'-5"
31
G
17 22'-9"
32
G
17 32'-2"
35
G
19 B
5,
15 16'-6"
17 9'-10" 11'-8"
18 21'-6"
19 30'-5"
21 E
6'
11'-4•
10'-6"
33
(�
14 16'-0"
33
G
16 10'-10°. 11'-4"
33
(�
18 20'-9"
33
G
17 29'-4°
35
G
19 B
6'
10'-1 "
15 15'-1 "
18 9 -0 10'-8 °
19 19'-7 °
19 27'-9"
22 E
7'
9'-B"
9'-11"
34
(�
14 14'-10',
34
(�
t6 10'-1° 10-8^
34
G
18 19'-3"
34
G
18 27'-2"
34
G
20 B
79
9--7 °
18 14-0
,-
18 8 -4 9 11 "
19 18'-2"
20 25 -8 "
22 E
8'
S'-6"
9,-0"g�-2"
35
(j
1517 13-113,-1.
35
G
1719 9'-5" 9'-9"
35
G
1 20 18'-0'7
35
(7
1 20 25'
35
G
2 23 B
81
r -g° g,-3°
-0"
24'-0"
E
9,
T -T'
9.-2"
37
G
15 13'-1°
37
G
17 8'-10" 9'-0"
37
G
19 1T-0"�
3T
G
18 24'-0"-�
37
G,
21-� "E--^
9'
8 -10 "
17 12'-4 "
°
19 7 -4 8 =9 "
20 18 -0 "
21 22-8 "
v
23 F
10'
6'-9"
8'-10"
38
G
15 12'-5"
38
G
17 8'-5" 8'-9"
38
G
19. 16'-1"
38
G
19 22'-9"
38
G
21 E
,
10
8'-8°
17 11'-8"
19 7'-0" 8'-3"
21 15'-2"
21 21'-8"
24 F
11'
6'-2"
8'-7"
39
H
18 11'-1
39
H
17 8'-0" 8'-4°
39
H
20 15'-4
39
H
19 21'-8
39
H
21 E
,
8'-1"
18 11'-2•
20 B'-8° T-11"
21 14'-6°
21 20'-8"
24
12'
5'-8"
39
H
39
H
18 7'-8" 8'-0"
39
H
20
39
H
19 20'-9"
39
H
22 E
12'
7'-9"
18 1o' -e"
20 8'-4" T.T
21 3'-10"
22 19'-7°
2a F
13'
5'-2"
r-1 t;
40
H
ts18 10-110-3"
40
H
1 20 7-"5" 7''8°
40
H
2 1a ' -X3'-4"
40
H
2i2 18`18.10.
40
H
22 E
13'
8°
s,-1" r 3"
22
5 F
14'
4'-10"
7'-7"7,-2°
41
H
1818 10'-69'-11"
41
H
1 20 7'-0" T-5"
41
H
2 13
41
H
2 22
41
H
2 E
14'
5'-11" 7,-0"
22 2'-10"
18'-2°
25 F
15'
4'-6"
7'�8'-11"
42
H
1719 10'-1"9,-6°
42
H
1821 8'-6" 7'-2"
42
H
2 22 13-4-12'-5,
42
H
2 8'
42
H
2 E
15'
5,-8" s'-9"
22 t7'-8"
25 F,
* 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.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED a SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B -ja
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
I.C.C. E.S. EVALUATION
DRAWN BY: E.N.LATTICE
TOM CAMPBELL 8 ASSOCIATES, INC.
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEMAS MFG. BY:
REPORT NUMBER
DATE: 7H}no}1
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
FAND
1o,20a3oPar
HORIZ. WIND °
DURALUMPRODUCTS, IMC.
8288 ALPINE AVE., SACRAMENTO, CA 85828
ER-
REVISED BY:
RANCHO CUCAMONGA, CA (BSI) 741,2707
ATTACHED
}0 d- L.I 100 MPH
B0, 100 a 170 MPH
(BIB) 482.7021 FAx 403.1618 galea ®dureNm.wm
SHEET 27 OF 33
10# L.L. 110 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12- OR LESS EXP. B & C
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
211E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
N TE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
INHERE SLAB OCCURS, CUBED FOOTING SIZE
NIAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —}� ,J
Ir�I FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION
ORAWN BY: E.N.
3" SQ. STEEL
BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINSERT DBL.
3"x8" BEAM
REPORT NUMBER
DATE:
SCALE: NONE
IREVISEDGY:
OR 3"WBEAM EACH wl
'ATT.
A 3"x8" STL. INSERT
10,408 I D
HORIZ. WIND
DURALIN PRODUCTS, INC.
8285 ALPINE AVE., SACRAMENTO. CA 96BZ8
FREESTAND
ATT.
RANCHO CUCAMONGA, CA (961) 711 -?107
o
MAX.COL.
MAX.POST
SHEET 2B OF 33
MAX.POST
FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. MAKPOST FREESTAND
IMAX
FREESTAND
ATTACHED
5 0
f° `$
SPACING
SLAB*
SPACING
(SPAN)
SPACING
FTG (SPAN)
(SPAN)ON
.POST
SPACING SPACING SPACING
FTG• POST FTG. FOR DBL. FOR 3' x Ir FTGTM �C'' (SPAM) �G' �G (SPCAN)
go
FTG
hMN.POS
�G
�G' POST(IN.)
(IN.)
(IN.) T POST
(IN.) 2'x8.6'x.032' BEAM (IN.)E (�) (INJ (IN.)
(IN.)
POST
�N')
TYPE
TYPE TYPE
TYPE
TYPE
4'
17'-0"
t1' -e^
3fl
G
13 19'-1"
30
H
1s 12'-1" 13'-s"
30
H
17 24'-1 "
33
H
17 35'-1"
38
H
19 B
4,
11'-3"
15 17'-10"
18 9'-10 12'-7
" "
18 23'-2"
19 32 -9°
22
5'
13'-7"
1p'-10,-5"
31
G
1415 17' 1"
31
H
1818 10'-18'-10" 12'-1'11-3"
31
H
1819 ��-20,-8"
32
}i
1 20 31'-4"29'-3"
35
H
20 B
5'
2 E
33
G
15 15'-7"
33
�{
11 0"
17 9'-10" �-
33
}-,
18 20'-3"
33
H
18 28'-8"
34
H
21 B
s,
9'-10
17 14'-6'
n
19 81 10-3°
20 18'-11"
21 26'-9"
23 E
T
9'-8"
9'-9"---j
34
G
1577 14'-513,-5"
34
H
1719 9'_2" 10'-2"
34
H
1 20 18'-9;,-0.
34
H
1 21 26 24'-e"
34
H
2124 B
7'
7 -0" 9'-8"
E
8'
8'-6"
s -48'-11
35
G
1618 13'-612.-T.
35
H
1 8'-7" 9' 63'
35
}-�
1 21 1 r-6"
35
H
19
1 22 24, 23'-2"
35
H
2224 B
81
°
20 Tr0" 8'-11 °
E
9
^
7'-7"
9'-0'
3T
^
`7
16 12'-9"
37
18 8'-1' 9'-0"
37
H
20 16'-6'
37
H
20 23'-5°
37
H
22 E
9
8,_7.
18 11'-10"
20 8'-T" 8'-5"
21 15'-5"
22 1'-10'
25 F
10'
6'-9"
8'-8"8,-2"
38
G
1618 12'-1 �
38
H
1820 T-8. �$"
38
H
20 15'-84,-8"
38
H
20 22_ 2o'
38
H
225 E
10,
1,-3"
s' �^ 8,_0"
2 -s'
F
11'
6'-2"
8'-4-
39
H
17 11'-6"
39
H
19 7'-3" 8''2" ��
39
H
20 14'-1 "
39
H
20 2T 2"
39
H
23 E
11
7-10 "
19 10'-9
-
21 511" 7'-7
22 13'-11"
23 19'-9°
25 F
12'
5'-8"
8'-0"117--
39
11'-0"
39
H
19 T -O" i'-9"'
39
H
21 i -4
39
H
21 20'-3"
39
H
23 E
12'
7,-0.
19 10'-3•
21 5'-8" T-3"
22 13'-4"
23 8'-11"
28 F
13'
5'-2"
7-8-
'8
40
H
1719 10-7
40
J
1921 6'-8" -6"
40
212213'-
,
40
J
2123 1915"
40
J
2326 E
13,
7'-2'
9'-10"
5 -8" - r-0•
2'-10
8'-2"
F
1A'
4'-10^
7'-5',
41
H
17 10'-2•
41
19 5'-5• r-3"
41
21 3- ' ,
41
21 8-9
41
J
24 E
,
14
8 -11 "
19 9'-6"
22 5 --all 6 -9"
23 12-4"
24 1 T-6
26 F
5
[74�-��7'2.
42
H
1819 9'-10°9,-2•
42
J
120 s -3^ r -o^
42
2123 12-10.11"
42
J
2124 18
41
24 E
15'
2 5,-1 • s -s"
W-11"
7 F
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
211E SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
N TE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
INHERE SLAB OCCURS, CUBED FOOTING SIZE
NIAY BE REDUCED S" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —}� ,J
Ir�I FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
LC.C. E.S. EVALUATION
ORAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LryE Lppp ,
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:
SCALE: NONE
IREVISEDGY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10,408 I D
HORIZ. WIND
DURALIN PRODUCTS, INC.
8285 ALPINE AVE., SACRAMENTO. CA 96BZ8
ER.
RANCHO CUCAMONGA, CA (961) 711 -?107
ANO ATTACHED
10 b L.L. 110 MPH
90. 100 8 110 MPH
(916)162.7041 FAX 1031619 tNes�dunlwn.wm
SHEET 2B OF 33