11-0457 (PAT)R.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 1�l-000004.57
Property Address: 79974 PARKWAY ESPLANADE N
APN: 609-380-999-2 -293234-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 9310
Td�/ 4 4 Q"
Applicant: , I Architect or Engineer:
•
(Ov
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
LICENSED CONTRACTOR'S DECLARATION
I''hereby affirm, under penalty of perjury that I amjlicensed under provisions of Chapter 9 (commencing with
Section 7000)of Division 3 of,the Business and ProfessionalsCode, and my License is -in full force and effect.
License.Class: C51� '�,,e/� License_No.:. 9378i1
Da—'te {S�.y-.1- I �Co�ntr�actor.
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 apermit subjects theapplicant to a civil penalty of not more than five hundred dollars (5500)::
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the'structure isnot 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.doe,s the work,himself,or her through his or her own employees, provided that the
improvements' are not intendedor 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 forahe purpose of sale.). `.
(_) 1, 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 whobuilde 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: .
LQPERMIT
Owner:
HUETTNER KIRK
79974 PARKWAY ESPLANADE N
LA QUINTA, CA
LA QUINTA, CA 92253
.Contractor:
VALLEY PATIOS
37897 CHESTERFIELD STREET
BERMUDA DUNES, CA 92203
(760)534-4634
Lic. No.: 937811
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS'(760) 777-7153
Date: 5/04/11
--------------------------------------
WORKER'SCOMPENSATION DECLARATION
hereby affirm under penalty of perjury one,of the.followirig declarations:
1 I have and will maintain a certificate ofconsent to self -insure for workers' compensation, as provided
for by Section. 3700 of the Labor.Codd; for the performance ofahe work for which this peimit is
issued. '
_ I have andwill 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 STATE- FUND Policy Number 713-:0034044
certify that, in the performance of the work for which this'permit is issued,'l 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�theLabor Code, I shall forthwith comm/pj)ywitth those provisions.
Appl jan}:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL .
.SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED, THOUSAND.
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, 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 ofsuchpermit, or cessation of work for 180 days will subject
permit to cancellation.
certify that.l 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 county to enter upon the above-mentioned property for ins ection purposes.
Date:' qs •(Signal'ure-IApplican_torr:Agentl:
Application Number . . . . . 11-00000457
Permit . . . .
. PATIO COVER PERMIT
Additional desc .
.
Permit Fee . . .
. 117.00 Plan Check
Fee
76.05
Issue Date . . .
. Valuation
. . .
. 9310
Expiration Date
10/31/11
Qty Unit Charge, Per
Extension
BASE FEE
45.00
8.00 9.0000
THOU BLDG 2,001-25,000.
72.00
----------------------------------------------------------------------------
Special Notes and
Comments
PATIO COVER TOTAL
OF 700 SQUARE FEET PER
APPROVED PLANS &
2009 IBC;2009IRC;2010
CBRC.
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
11.00
Fee summary
-----------------
Charged Paid Credited
------------------------------
----------
Due
Permit Fee Total
117.00 .00
.00
117.00
Plan Check Total
76.05 .00
.00
76.05
Other Fee Total
1.00 .00
.00
1.00
Grand Total
194.05 .00
.00
194.05
LQPERMIT
sin#
City -of La Quint
Building 8r Safety Division
P.O. Box 1.504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
B uilding Permit Application and Tracking Sheet
Permit # ,,//
Project Address:
Owner's Name:
A. P. Number:
Address: 7 19-7'( (Q^atx
Legal Description:
City, ST, Zip: ta 62L/0^14m,
Contractor j j0.`.;.:::::::.:>:<:..........
S
•:
Telephone.•
Address: '� 76 07'-1 GikQ S
Project Description:
City, ST, Zip: -61.0 co, CA 11�0 3
Telephone:
State Lic. # : 61376
City Lic. #
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:•:•r>:-:<:c::::»>:•:Construction
»» f<#;N<'<::>:<;<><>:;>;::::;:::;
? :?;::s>
Type: Occupancy:
State Lic. #
Project type (circle one): New Add, n Alter Repair Demo
Name of Contact Person: /47N41rr(,eA/ KS k-9- V
Sq. Ft.: 7()Q
# Stories:
# Units:
Telephone # of Contact Person: J 3 -! 63q
Estimated 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 Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical.
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called;Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE-.
'"' Review, ready for correctionstiissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date or permit issue
Schodl Fees
Total Permit Fees
1'-4"
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS:, INC.
SHEET INDEX : DESIGN LOADS:
SHEET # SHEET TITLE / DESCRIPTION RESIDE)NTIIAL APPLUCATIONS -UBC CHAPTER 18, IBC APPENDIX CHAPTER I
AND BRC 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
8 ............PANEL FASTENERS I 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
18 &17 SOLID POSTSPACING TABLE FREESTANDING ANDATTACHED 10# L.L. 90 MPH
18& 19 ....SOLID POST SPACING TABLE FREESTANDING AND ATTACHEO 10# LL. 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# LL 110 MPH
24 & 25.....SOLID POST SPACNG TABLE FREESTANDING AND ATTACHED 30# L.L. 11 O MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 80 MPH
27 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 109 L.L. 100 MPH
28 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 10# L.L. 110 MPH
29 ............LATTICE POST SPACINGTABLE FREESTANDING AND ATTACHED 20# L.L. 110 MPH
30 ............LATTICE POST SPACING TABLE FREESTANDING AND ATTACHED 30# L.L. 110 MPUs
31 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPUs
32 ............SOLID POST SPACING TABLE FREESTANDING AND ATTACHED 20# L.L. 90-110 MPH
33 ............INSULATED ROOF PANEL CONNECTIONS
41011
ROOF UVE LOADS. 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 80 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THOS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
COMMERCIAL APPLICATIONS- IBC CHAPTER 18.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: XSNOW SLIDING -AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C.
100 MOLES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC TOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DESIGN ASSUMPTIONS:
A. MAXIMUM BUILDING HEIGHT AVERAGE = IV
B. MINIMUM ROOF PITCH OF EXISITNG RESIDENCE _ a-12
C. MINIMUM 8' PROJECTION D, LEAST BUILDING WIDTH - 30'
A NOTE TO THE LOCAL AUTHORITY HAVING JURISD'IC73ON:
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 (Is. 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 SRE-SPECIFIC DESIGN LOADS.
E. APPROPRIATE STRUCTURAL DETAILS.
F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY
HAVING JURISDICTION.
DRAWN BY: E.N
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
RP CRTNUUATION
RE�PDRT NUMBER
DATE:: NONE
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TITLE SHEET
10, 20890 ps1
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONGA. CA (861) 741-2107
DESIGN LOADS
HORIZ WIND =
80,1008110 MPHSHEET
8269 ALPINE AVE., SACRAMENTO, CA 86826
T-1
(918)462-7021 FAR 403.1618 eetea�duretum.mm
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
vvl I m I mr ZOUtlIN I ICItNA I IUNAL YAUILOING CODE, 2009 INTERNATIONAL''RESIDENTIAL CODE, 2010 CALIFORNIA BUIUDING & RESIDENTIAL CODES,
)ADS -FOR -BUILDINGS AND OTHER STRUCTURES AND THE 2D05 A{UMINUM-MANUAL=ADW"S.
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 ENCLIOSABILITY.
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. ,
6. THE APPROVED SET OF DRAWINGS AT40 SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BEAVA9LABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND
SAFETY DEPARTMENT. THERE SHALL BE No DEVIATION FROM THE APPROVED PLANS ANb SPECIFICATIONS WITI,lOUT 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, UNDISTURBED 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 MAYBE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
10. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.18'9805.3.2.
DESIGN CONSIDERATIONS:
11. MINIMUM ROOF SLO'PE'FOR SOLID ROOF PANELS: 114 INCH PER FOOT.
12. MINIMUM PATIO CX)VER SIZE: 80 SQUARE FEET.
13. MINIMUM SIZE OF (EXISTING ROOF OVERHANG AT ATTACHED COVER: SO SQUARE FEET.
14 COVERS ARE DESIGNATED'RIDGED BUILDINGS' AS DEFINED IN ASCEISE4 7, SECTION E5.1S.
15. COVERS SHALL NOT BE INSTALLEDINAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCEISEI 7. SECTION 6.5.7.1.
16. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO.COVERS NOTED HEREFN ARE DES9GNE0 AS "OPEN STRUCTURES' IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13,
EXCEPT WHERE NOTED IN THIS REPORT.
17. THE RATIO (H7P), 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. ALTERNA71E ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD
AND ULTIMATE STRENGTHS. '
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 PSFIFT x 1.33 PER TABLE`(804.2 SOIL CLASSIFICATION FOOTNOTE d).
22. EMBEDDED STEEL MENSERS SHALL BE HOt4)IPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-440 GRADE C. STAINLESS STEEL
MEMBERS SHALL CONFORM TO ASTM A853, GRADE 40.
23. EASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A�07; I$IGHSTRENGTH 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 CONFORMANCE WITH 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 COMPONENT'S ARE INTFRCHAMl-_ =Aa, IG 11A.II coo ^ uce..nc.r_
EVALUATION
REPORT
REPORT NUMBER
DRAWN 101 ELN. TOM CAMPBELL 8 ASSOCIATES, INC.
DATE: 1/101201 A
LIVE LOAD =
PA" COVER SY E
ES_
SCALE: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
10, 20 8 30 pal
/' yAL
DURAL PRODUCTS, I V
REVISED BY: RANCHO CUCAMONOA, OA (9b'A)741.2107
HORIZ. WIND =
8259 ALPINE AVE., SACRAMENTO, CA 8
!10,10081/OMPH
(813)452-7020 FAX403-1519 eels SHEET 1 OF 33
6(�AumlumAOm
*SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X6 112' SIDE PLATES.
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUMSEE DETAIL
LEAIG
aIVOSL OFSUC
ATTACHMENT CHANNEL
PANEL
SEE
I
Af
PRa�
ALUMINUM
SEE DETAILSROOF --
MIN. 0.E6' SLOPE PER FT,
OR SPANS
ATTAcMENT
MAY ®E USED
n
SEESCHSPAEDULE
PATIO COVER SYSTEM AS MFG. BY:
REPORTNIUMSER
ATTACHMENT
ALTERNATE'
81NGLE POST
ISE
FOR
ALTERNATE:
WHERE P1FiRAJI7TED.
O. SP
ES-
9 1/2" SLAB SINGLE POST
,
O 1
"O.H " NOT TO EXCEED 25%
OF SPAN
SEE SCHEDULE
"O.H.' NOT TO EXCEED 26%
TO CONSTRAIN
FOOTING, SEE
NOTE: NO SPLICE AT THIS
80,100 & 110 MPH
(918) 452-7021 FAX 403-1619 salesto]duretum.com
SCHEDULE
SEE SCHEDULE
OF SPAN
NOTE. O SPLICE AT THIS
SEE DETAIL FOR SPLICE
POST ANDA END BAYS.
rGt,7
MAX HT.= 17
SEE DETAIL FOR SPLICE
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE. SIZE
NOTE: EACH COMPONEN
Op�QFES��
`
_ C'�A
OSTSp
OPTIONAL CANTILEVERISEAM
'
�V✓
POS
* SO -POSTS. SIZE VARIES
OHANGEABLE WITH ANY
OONIP_ONTENT.UNLESB
"'A"
SEE SCNEC lNG
SEE SCHEDULE FOR
CHANGEABLE
BLE WITH ANY OT�iER
COMPONTENTUNLESS OTHERWISE SHOWN.
(Tl°PE ATTACHED
*
�P p "
-S g SP,gC/NG
MULTBSPAN 1N/CANTILEVER-OPTION
. � ,�.. , -
POSTSPACINO
�
_
SQ. POSTS, SIZEVARIE3
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II' ALTERNATE:
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DATE: V10/2011
ATTAcMENT
MAY ®E USED
IWMI SINGLE POST
°\
PATIO COVER SYSTEM AS MFG. BY:
REPORTNIUMSER
ATTACHMENT
ALTERNATE'
81NGLE POST
ISE
SOLID PANEL
ALTERNATE:
WHERE P1FiRAJI7TED.
SEE SCHEDULE
ES-
9 1/2" SLAB SINGLE POST
,
STRUCTURES
MAYBE USED
WHERE PERMITTED.
SEE SCHEDULE
SEE SCHEDULE
MAX HT.= 12'
TO CONSTRAIN
FOOTING, SEE
NOTE: NO SPLICE AT THIS
80,100 & 110 MPH
(918) 452-7021 FAX 403-1619 salesto]duretum.com
SCHEDULE
SEE SCHEDULE
NOTE. O SPLICE AT THIS
. -
POST ANDA END BAYS.
rGt,7
MAX HT.= 17
POST AND A7 END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE. SIZE
NOTE: EACH COMPONEN
Op�QFES��
`
_ C'�A
FOOTING WHERE REQUIRED
SEE SCHEDULE
`FOR'FOOTIWOCUBE
�V✓
SIZE
NOTE: EACH COMPONENTJ31N7ER-
OHANGEABLE WITH ANY
OONIP_ONTENT.UNLESB
"'A"
SHOWN.
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�� = 2011
CHANGEABLE
BLE WITH ANY OT�iER
COMPONTENTUNLESS OTHERWISE SHOWN.
(Tl°PE ATTACHED
SINGLE_S:PAIN W/_CANII _ .
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MULTBSPAN 1N/CANTILEVER-OPTION
. � ,�.. , -
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_
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H " TROT TO EXCEED 25%
OF SPAN .
SEE DETAIL FOR SPLICE
SO- POSTS, SIZE VARIES _
ALTERNATE:
3 1/2' SLAB SINGLE POST•
MAY BE USED ' SEE SCHEDULE
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
FOOTOING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
POST SPACIN
`H
2S
OF Sp
SPLICE AT THIS
AT END BAYS.
ALUMINUM
ROOF PANEL MIN. U.25" SLOPE PER FT- n
°O.H' NOT TO EXCEED 25%
OF SPAN
1/2 x 9 STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TVPF 19l" PIZ GCZCTA AIIII Air`_ BAI a TI0nAAI AAIMNAwIru r°1-
-
SEE DETAIL FOR SPLICE _i
- - - - ----
BEAM
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OPT1 NAL: CANT
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DATE: V10/2011
TOM CAMPBELL & ASSOCIATES, INC.
SO. POSTS, SIZE VARIES cif 8SE
PSCHEDULET
PATIO COVER SYSTEM AS MFG. BY:
REPORTNIUMSER
SPACINOR
0•/4
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERINO
SOLID PANEL
ALTERNATE:
OFSp
ES-
9 1/2" SLAB SINGLE POST
,
STRUCTURES
HORIZ. WIND =
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
NOTE YO SPLICE A THIS
POST D ATEND BOYS.
80,100 & 110 MPH
(918) 452-7021 FAX 403-1619 salesto]duretum.com
SCHEDULE
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 "C" FREESTANDING W/CANTILEVER OPTION
NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TVPF 19l" PIZ GCZCTA AIIII Air`_ BAI a TI0nAAI AAIMNAwIru r°1-
-
- - - - ----
- -
• i i��v
Ll♦ Vr I IVIV
IAPMO EVALUATION
DRAV✓N BV: EN. ..
DATE: V10/2011
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORTNIUMSER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERINO
SOLID PANEL
10, 20630 psf
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONOA, CA (851) 741.2107
STRUCTURES
HORIZ. WIND =
8268 ALPINE AVE., BACRAMENTD, CA 85826
80,100 & 110 MPH
(918) 452-7021 FAX 403-1619 salesto]duretum.com
SHEET 2 OF 33
SEE SHTAS FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 61/2" SIDE PLATES.
RAFTER SEE TABLE
FOR SIZE
AND SPACING OPEN LATTICE TYPES
�an.. THIS OPEN LATTICE•TYPS STRUCTURE MAX. PROD.
SEEESPROJ.CHEOULE NOTE:
MAY NOT BE COVERED. SEE 8CHEOULE
MAX. O3L �7'1'O
�I
26% OF SPAN 0• ��FORSIZER SEE ��
`.. .. AND SPACNO
LENGTH OF STRUCTURE VARIES
PLATES
snNps'4410 p \\
SF
DRAWN BY: E.N.
----- --
POST CROSSSECTION, "
LENGTH OF STRUCTURE VARIES
I u
T.qo 'IC/Np
�F
SEEPOSTOET
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
OPEN
OPEN LATTICE
Ve
NOTE: EACH COMPONENT IS INTER-
FOOTING, SEE
SCHEDULE
MENT
MAY
MAY SLAB D WHERE
USED WHERE
3TSP
I AR 2 4 2011 FFT qC/
SEE POSWITHSIDE PLATES
CHANGEABLE WITH ANY OTHER
IT
s PERMITTED.
�Tq
TO CONSTRAIN
FOOTING. SEE
'19� Np
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. �!F
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
TE: I ACH COMPONENT IS INTER-
3 172• SLAB ATTACHMENT
TYPE "G" FREESTANDING SINGLE SPAN
FOOTING WHERE EOUIRED
SEE SCHBD. FOR FOOTN
Cc
T�
EAGLE WITH ANY OTHER P
, Tl T
MAY BE USED WHERE
PERMITTED.
OPEN LATTICE -TYPE PATO COVER
ENT UNLESS OTHERWISE SHOWN. Tam
SEE SCHEDULE
SCALE: NTS
MAY."BE COVERED. LATTICE-TYPEW.W THIS OPEN S
1-
FOOTING WHERE D
SEE BCHBD. FOR FOOTOOTING{NO CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUC
TYPE "F" ATTACHED MULTISPAN
TTICE STRUCTURE
M
2
NOTE: THIS OPEN LAT -TYPE STRUCTURE
~
Na I!
1,
m
MAY NOT BE COVERED.
�EFORESIZE SEE SC EOU
NOTE: THIS OPEN LATTI
�`7
SEE BCNE ULE
AND SPACING
MAY.U&BE DOVE
"
BEE TABLE
%O
4c� 25F SPAN
sFAFTE
ICE
ANDP INO
LENGTH OF STRUCTURE VARIES
SEE POST
LENGTH OF STRUCTURE VARIES
IAPMO EVALUATION
DRAWN BY: E.N.
TK
POST CROSSSECTION, "
LIVE LOAD -
912'SLAB
SEEPOSTOET
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
OPEN
OPEN LATTICE
10, 20830 psf
CHANGEABLE WITH ANY OTHERact
T
FOOTING, SEE
SCHEDULE
ES-
3ITY SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: EACH COMPONENT IS INTER- 4T
'T' Y'
TO CONSTRAIN
FOOTING. SEE
SHEET 30 - 33
CHANGEABLE WITH ANY OTHER
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. �!F
FOOTING WHERE REQUIRED
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "N" FREESTANDING MULTISPAN L
TTICE STRUCTURE
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD -
PATO COVER SYSTEM FG. B
REPORT NUMBER
DATE: 1/1012011
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN
OPEN LATTICE
10, 20830 psf
INC.
DURALUM PRODUCTS, N
ES-
SCALE: NONE
RANCHO CUCAMONGA, CA (951)741-2107
HORIZ. WIND -
8289 ALPINE AVE., SACRAMENTO, CA 85828
SHEET 30 - 33
REVISED BY:
90.100& 110 MPH](916)452-7021
FAX 403.1519 eeles@du.I1'..wm
SOLID PANEL SPANS FOR COMMERCIAL & PAN «ca,..- 90/100/110 MPH EXPOSURE B & C 1
_09R. (I.S.)
.25' 1_
ALL UNMARKED RADII .09R
2.5"
ALUM. ALLOY 30044136 OR EQUAL
.25•
V� ALL UNMARKED RADII.08R
2.5" T -SEE TABLE BELOW
N0. 7948 as•
TYP .3e°
* 5,
Ilk
�P ALUM. ALLOY 3004-1-136 OR EQUAL
DRAWN BY: E.N.
DATE:1/1012011
8"-x 2 Y" FLAT PAN_ _
LIVE LOAD =
10, 20 11130 pal
L.L.=
PANEL"T"
90 MPH
SPAN
191100IMPH
SPAN)
110 MPH
SPAN
(PSF)
ON.)
EXP.B
EXP.0
EXP.8
IEXP.CiY .EXP.B
.EXP.0
EXP.
EXP.0
13'-4"
93'-4"
13'-4"
13'-4"
.020
13'-2'
.020
12'-1"
12'-1"
IVA'
111-1•
11'-1"
10'-1•
12'-7"
12'-7"
V:024 � �
VD
13'-1°
13'-1"
13'-1"' _
13'-1• _�:
13-1'
12'-11"
14'-9"
10
,
13'--1"
13'-1"
19'-1'
x.124"
12-4-
11'-2"
1fl
14I- "
14'-9"
14'-9°
14'-0"
14'-0"
13'-1'
15'-3'
15'-3'
15'3°
15'-3"
15'-3°
15'-3'
1T-4"
.032
17'-4"
17'-4"
17'-4"
1r-4°
032
15'-3'
15'-3'
13-3'
141-5•
14'-5'
93.9•
1T-4•
17'-4"
17-3°
17'-3•
17'3'"
17'-3"
17'-3'
17'-3"
99'-7"
.040
19'-7°
19'-7"
18'4"
.040
17'3"
17'-3•
173"
16'-5'
16'-5'
15'-7"
191-7"
19'-7"
101-0°
10'-0•
101.0"
10'-0°
1'0'-0"
101.7
.020
11.-0.
11'-0'
.020
10'-0°
10'-0'
101-0•
9, ,S,
9,-5•
8 _9°
11'-0•
101-10"
10'-10°
10'-10'
10'-10"
10'-10"
10'-10°
12,_7"
.024
12_7•
12,_7•
12'_7"
024
20
10'-10"
101-10'
10'-10'
10'-5"
10'5•
10'-0•
12'-7"
12'-7-
12'-2"
12'-2"
12-7"
12'-r
17' 7"
12'-7'
12'-7'
12'-7'
14'-3"
.032
14'-3•
14'-3"
14'-3"
032
12'7"
12'-7•
12'-7°
12'-2"
12'-2"
111-8"
14'-3"
14'5"
1413"
141-3"
143"
14'3 •
3
14'•
14'3"
040
18'-15'-1'
.040
14--3-
141_3•
13,_9"
13'-9'
131_3,
16'-2"
16'-2"
-6•
r-6•
r-8"
T
T-8•
r-8'
8'-7'
.ozo
9'-7•
9'-7"
9'-7°
.020
r-6'
r e•
r4r
T-5"
r-5•
7'-0"
9'-7•
s'-7•
s'4"
9' 4.
9._5,
9'5.
9,_5"
9-_5,
10'_7"
.024
10'_7•
10,_7"
10,_7'
.024
30
9' S"
9'-5'
9 5'
91_3•
9 3'
9'-0 °
10'-7"
10'-7"
10' 4"
10'x"
10'-0"
10'-11"
10'-11"
10'-11'
10'-11°
12'-5"
12'-5"
.032
12'_5,
12,_5,
12,_5"
.032
10'-11•
10'-11"
10'-11'
10'-9'
10'-9•
10'-6"
12'5'
12'5°
12'5°
12'-5"
12'-5'
12'-5"
12'-5'
12'.5^
14'_1•
.040
14'-1"
14,_1•
14,_1"
.040
12'-5'
12'-5°
12'-5'
12' 3'
12'-3'
14'-1'
.25•
V� ALL UNMARKED RADII.08R
2.5" T -SEE TABLE BELOW
N0. 7948 as•
TYP .3e°
* 5,
Ilk
�P ALUM. ALLOY 3004-1-136 OR EQUAL
FIGURE INDICATES NOT ENCLOSED—tA— FIGURE INDICATES ENCLOSED
1N ACCORDANCE WITH CBC & IBC APPENDIX I
IAPMO EVALUATION
DRAWN BY: E.N.
DATE:1/1012011
8"'x 2 y2" FLAT PAN
LIVE LOAD =
10, 20 11130 pal
ATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
L.L.=PANEL"T"
REPORT NUMBER
90 MPH
SPAN
100.MPH
SPAN
110 MPH
SPAN
(PS9
(IN.)
EXPS
EXP.0
EXP.B
EXP.0
EXP.
EXP.0
13'-4"
93'-4"
13'-4"
13'-4"
13'-4"
13'-2'
.020
13'-4"
13'-4"
13'-4°
12'-7"
12'-7"
11'-5"
14'-9"
14'-9'
14'-9°
14'-9"
14'-9"
1-0' 9'
024
1fl
14I- "
14'-9"
14'-9°
14'-0"
14'-0"
13'-1'
1T-4"
97'-4"
17'-4"
17'-4"
17'-4"
1r-4°
032
17'-0'
1T-4•
17'-4"
16'-5"
165'
15'-8".
19'-7"
99'-7"
18'-7" •
19'-7°
19'-7"
18'4"
.040
1917'
191-7"
19'-7"
18'-7"
18'-7'
17'-9"
11�1-0*1
11.-0.
11'-0'
.020
11'0'
11'-0•
101-8"
10'-3"
12.7,
12,_7"
12 _7•
12_7•
12,_7•
12'_7"
024
20
12'-T
12'-7"
12'-7-
12'-2"
12'-2"
14'-3"
14'-3"
14'-3'
14'-3•
14'-3"
14'-3"
032
14'=3'
14'-3"
14'5"
13'-10"
13'-10"
13' 3"
18'-15'-1'
.040
16-2"
16'-2"
16'-2"
151-8"
15'-0"
9'-7''
8'-7'
9'-7'
9'-7•
9'-7"
9'-7°
.020
s'7•
9'-7•
s'-7•
s'4"
9' 4.
9.1"
10'_7°
10'_7"
101-7'
10'_7•
10,_7"
10,_7'
.024
30
10'-7'
10'-7"
10'-7"
10' 4"
10'x"
10'-0"
12'-5"
12'-5"
12'_5"
12'_5,
12,_5,
12,_5"
.032
12'-5'
12'5'
12'5°
12'-1".k
12'-1"
11'-9"
14,_1,
14'_1•
14,_1•
14'-1"
14,_1•
14,_1"
.040
14'-1'
14'-1"
14'-1'
13' 8'
13'-8"
1T-4"
FIGURE INDICATES NOT ENCLOSED—tA— FIGURE INDICATES ENCLOSED
1N ACCORDANCE WITH CBC & IBC APPENDIX I
IAPMO EVALUATION
DRAWN BY: E.N.
DATE:1/1012011
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10, 20 11130 pal
ATIO COVER SYSTEMAS MFG. BY:
DURALUM PRODUCTS, INC.
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGONEERINO
PANEL SPAPIS
HORR. WIND=
8289 ALPINE AVE., SACRAMENTO, CA 95828
ES-
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
,1(916)452-7021
FAx403.1519 galea®duralum.eom
SHEET 5 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
—{ f— .67"
.4i
40"
3.00" I - 4.50" 4.50" 4.30"
ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI -"W PAIN
L.L -
(PSF)
PANEL"T"
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.8
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-9"
10'-8"
11'-9"
9'=7"
10'-8"
8'-8"
10
.024
13'-9"
12'-T
13'-9"
11''-3"
12'-8"
10'-3'
181-8"
.032
16'-1"
14'-8"
15'-1"
13'-0"
14'-5"
11'-9"
20'-11"
20'-11"
20'-11"
20'-11"
19'-9"
20
.020
11'-10'
11'-10"
.018
9'--8"
9'-8"
9'-8"
V-7"
9'-8"
8'-8"
20
.024
11'-8"
11'-6"
11'-8"
11'-3"
11'-6"
10'-3"
15'-5"
.032
13'x"
13'4"
13'-4"
13'-0"
13'-4"
11'-9"
17'-3"
17'-3"
30
.020
10'-4"
1014"
10'-4"
10'-4"
10'4"
.018
8'-5'
8'-5"
8'5"
815"
8'-5"
8'-5"
30
.024
10'-0'
101-0'
101-0'
10'-0'
10'-0'
10'-0'
040
.032
11'-7"
11'-7"
11' T"
11'-7"
11'-7"
11'-7'
Im
90/100/110 MPR EXPOSURE B & C
— a•
1.,26'
,.,28•
.76•
.43'
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 192" W PANEL
L.L.=
(PSF)
PANEL -r
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.8
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'5"
14'-3"
14'-3"
14'-2"
14'-3"
12'-10"
.024
15'-7"
15--7"
15'-7"
15'=7"
15'-7"
14'-1"
.032
181-8"
18'5'
181-8"
181-8"
18'-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
15'5"
15'-5"
15'-5"
15'-5"
15'-5"
15'-5"
.041)
17'-3"
17'-3'
17'5"
17'5"
17'-3"
17'-3"
30
.020
10'-4"
1014"
10'-4"
10'-4"
10'4"
10'-4"
.024
11'-2"
11'-2'
11'-2"
11'-2"
11'-"
11'-2"
.032
13'-8"
13'-6"
13'-6"
1375"
13'-8"
13'-6'
040
15'-1"
15'-1"
15'-1"
15-1"
15'-1"
15'-1'
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE:: NOOIN011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
PANEL 8PAN6
10, 20 8 30 pal
DURALUM PRODUCTS, INC.
1(918)452-7021
ES-
REVISED BY:
RANCHO CUCAMONGA. CA (9bi) 741-2107
HORIZ. WIND"
90 8110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 95828
SHEET 4 OF 33
.70,
FAX 403-1619 ""1""(�dumium.wm
RAFTER SPANS FOR OPEN
6.5'
0024- O
042`
ALUM. ALLOY 3004 No. 3
WS
OR'EQUAL
7k SEE NOTE \P'
i f 2X61/2 -RA
SF) (IN.) z 90 MPH 100 MPH I 110 H L.L.= "r
Q EXP. B I EXP.0 EXP -B 1 EXP.0 EXP. B P.0 (PSF) (IN.)
RCIAL & PATIOS 90/1001110 MPH
2' �•
I 1 .1124'
:032'
042'
ALUM. ALLOY 3004-136
OR EQUAL
DBL. 2 x 8 112" RAFTER
90 MPH 1 100 MPH I 110 MPH
10 ,
.024
16'
12'-2" 1
12'-2'
12'-2°
11=10'
11'-10"
11'-5"
10
.024
16"
17'-3'
1 r-3'
17'-3'
16'-8"
16-8' 1
16'-1'
10
rte.
24" 9'-11" 9'-11' 9-11° 9'-8" _ 9'-8" 9'3'
24" 14'-1' 14'4' 14-1" 13'-7" 13-7"
13'-2'
.032
16' 16'3' 16'3" 16'-3" 15'=9" 15'-V 15'-2'
.032
16' 23' 0" 23'-U" 23'-0" 22'-3' 22'-3'
21'-8"
24" 13'-3" 13'3" 13'-3" 12'-17 12'-10" 12'-5'
24" 18'-9" 18-9" 18-9" 18'-2" 16-2"
17'-6'
.042
16" 21'-4" 21'4' 21'-4" 20'-8" 20'-8" 19'-11'
.042
16" 30'-2" 39-2' 9U 2' 29'-3" 29'-3"
28'-2"
11
24° 17'-5" 17-5" 17'-5° 16'-10" 16'-10" 16'3°
24' 24'-7" 24'-7" 24'-7- 23'-10' 23'-10'
23'-0'
20
.024
16'
9'-4'
9'4'
9'-4"
9'-4"
9'-4"
9'-2"
20
.024
18'
13'-2"
13'-2"
13'2'
13'-2'
13-2"
IT -0-
20
24" 7'-7' 'r-7' T-7' 7'-7" r -r r5"
24" 10'-9" 10'-9" I 10=9" 10'-9" y0=9"
10'-7"
.032
16" 12'-5" 12'-5' 12'5' 12'-5" 12-5' 12'-3°
.032
16" 17'-7' 17'-7" 17' 7" 17'-7" 1171-7'
17'-4"
30
24' 10'-2" 10'-2" 10'-2" 10'-2" 10'2" 10'-0"
24' 14'-4" 14'-4" 14'-4' 14'-4" 14'-4"
14'-2"
.042
16' 16'-4" 18'-4" 16'-4" 16'-4" 16'-4" 16'-1'
.042
16" 23'-1' 23'-1' 23'-1' 23'-1' 29-1"
22'-9"
24" 13' 4" 13'x" 13'x° ITA" 19'x" 13'-2"
24° 113'-10" 18-10° 18'-10° 18'-10" 19'-10'
18'-7°
30
.024
16'
-
-
-
_
_
_
30
.024
16"
10'-10"
10'-10'
10'-10"
10'-10"
10'-10"
10'-10'
24" - - - - - -
24" 8'-10" 8'-10" 8'-10" 8'-10' 8-10"
8'-10'
.032
16' 10'-3' 10'-3' 10'3° 10'-3' 10'3' 10'3'
.032
16" 14'-6' 14'-6" 14-6' 14'-6" 14'-6"
14'-8"
24" 8' 4• 8-4' 8'-4" 8'-4° 8'-4" 8'-4'
24" 11-10° 11'-10" 11'-10" 11'-10' 11'-10'
11'-10"
042
16' 13'-5' 13'-5' 13'5" 13'-5' 13'5" 13'5'
042
16" 191-0° 19' 0' 19'-0" 19-0' 19'-0"
19'-01
24° 11'-0" 11'-0' 11'-0" 11'-0' 11'-0' 11'-0'
24" 15',6' 15'�Sd 15' 8" 16-6- 15'-6'
15'.6'
'T"
(JN.)
.042
.'042
.042
EXPOSURE B & C
.042"
ALUM. ALLOY 9004-1436
OR EQUAL
SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
EXP. B 'EXP.0 EXP. B EXP -C EXP. B I EXP.0
24'-6" 23'-5" 24"10" 1 22'-8" 23'-5" 21'-10"
20'-0' 19'-1" 19'-7' 1 18'-6° 19'-1° 117'.10-
- I- I- r- r- r-
17'-9" 117-9" 1 17'-9" 117'-W 1 17'-9" 117'-7" 1
14'-6" 14'-6" 1 14'-6" 14'-6'14'14'�4- 1
14-7" 1 14'7° 1 14-7° .1 14'7. 1 14'7. 1 14'7"
11'-11' 11'-11" I 11'-11" I 11'41" I 11'-11" I 11'-11"
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48' D.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
h
TRIBUTARY TRIBUTARY-
wron4 112 SPAN � O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
IAPMO EVALUATION
TRIBUTARY
WIDTH
TABLE
LIVE LOAD '
- CLEAR SPAN
(FT.)
REPORT NUMBER
SCALE: NONE
SCALE: NONE
COMMERCIAL AND RESDENTIAL STRUCTURAL ENGINEERING
I
RAFTER SPANS
10, 20830 pal
O.H.
6 7
10
11 12
13
14 15
18
17
18
19
20
21
0
3 4
5
6 6
7
7 8
8
9
9
10
10
11
1'
4 5
6
7 7
6
8 9
9
10
10
11
11
12
2'
5 6
7
B 8
9
9 10
10
11
11
12
12
13
3'
- 7 1718
8
9 9
10
10 11
11
12
12
13
13
14
4'
- -
9
10 10
11
11 12
12
13
13
14
14
15
5'-
11 1 11
1 12
1 12 1 19 1
13
14
14
15
1 15
1 16
'T"
(JN.)
.042
.'042
.042
EXPOSURE B & C
.042"
ALUM. ALLOY 9004-1436
OR EQUAL
SEE NOTE BELOWT
3 x 8" RAFTER
90 MPH 100 MPH 110 MPH
EXP. B 'EXP.0 EXP. B EXP -C EXP. B I EXP.0
24'-6" 23'-5" 24"10" 1 22'-8" 23'-5" 21'-10"
20'-0' 19'-1" 19'-7' 1 18'-6° 19'-1° 117'.10-
- I- I- r- r- r-
17'-9" 117-9" 1 17'-9" 117'-W 1 17'-9" 117'-7" 1
14'-6" 14'-6" 1 14'-6" 14'-6'14'14'�4- 1
14-7" 1 14'7° 1 14-7° .1 14'7. 1 14'7. 1 14'7"
11'-11' 11'-11" I 11'-11" I 11'41" I 11'-11" I 11'-11"
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY BE USED AT
32' O.C. WHEN DOUBLED AND SINGLE RAFTERS SPACED
24" O.C. MAY BE USED AT 48' D.C. WHEN DOUBLED.
PROJECTION
O.H. SPAN
h
TRIBUTARY TRIBUTARY-
wron4 112 SPAN � O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL BASSOCIATES, INC.
LIVE LOAD '
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
SCALE: NONE
SCALE: NONE
COMMERCIAL AND RESDENTIAL STRUCTURAL ENGINEERING
I
RAFTER SPANS
10, 20830 pal
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONGA, CA.(951) 741-2107
HORILWIND=
60, 1008110 MPH
8286ALPWEAVE.,SACRAMENTO,CAB5B2B�
(916)452-7021 FAX403.1519 salesOckiralum.com
SHEET70F 33
PANEL FASTENERS 90/1001110 MPH EXPOSURE B & C
qF
#14 X3/4" S.M.S. AT EACH VALLEY TO BEAM
1
24"
24" TRI: "V" PAN
#14 X 3/4" S.M.S. AT EACH
VALLEY TO BEAM
CT
12"
1Z'x 3 1/2" W PANEL
r #14 X 3/4" S.M.S. AT EACH
j VALLEY TO BEAM
�^---
6.00"/. 8.00----
S" / 8"x 2 Y2" FLAT PAN W/(2) -V'S
NOTE. FASTENERS INDICATED ARE TO BE
AT EACH SUPPORT BEAM AND HEA
MAR 2 41011
No.
PORLIGHTFIDCrURE
'-0" MAX SPAN)
2"
HEADER
T-.076" TYP. 2112"
EXIST. WALL
FAN BEAM ALUM. ALLOY 6063-T6
EXIST. WALL-s,,ATTACHMENT AT HANGER CHANNEL
FAN BEAM
SEE TABLE HANGER
SHT.9 \:
NNEL
\ FAN BEAM 2'/2'
3.U.S. SCREW S M.S. SCREW AT HANGER CHANNEL
FA
ATTACHMENT AT HEADER
1/Z' J.1V1.5. SUREW
AT BEAM
FAN BEAM
Z#14
2 /2"
HEADER x 3 1/2" S.M.S. SCREW
AT BEAM
IAPMO EVALUATION
BY: E.N.
SOCIATES, INC.
LIVE LOAD"
PATIO COVERS STEM AS MFG. iBY:
]DRAWN
REPORT NUMBER
SCALE: NONE
SCALDATEE: 1ONE
COMME AND RE8IDENTIAL SiRUCTUAAL ENOINEERINO
PANEL FABTENERS
70, 20 830 of
P
DURALUM PRODUCTS, INC.
ES-
REVISED BY:
RANCHO CUCAMONGA. CA )951) 741-2107
/ FAN BEAM
HORIZ. WIND =
90,109 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 85825
SHEET 6 OF 33
(918) 462.7021 FAX 403.1518 selee�dwslum.com
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
I MAX. HEIGHT = 10'1 �32�j� _.� MAX. HEIGHT C =10'
3.00"SQ. I �� -. � 3.00" SQ. Jf
�� "'o •— � _ n/{1 o sMs 3:00"—SQ- _ j
032 Ef14SIDE�
f
-'-7 14"R
L -032 -'NP' 048°STEEL
LjfiL—
.. O 5/8'PLASTICPLUG ,x.28" -O �E
3" SQ. ALUM.. POST: 3" SQ: ALUM'POST— .3 � 1 MAG POST
WITH.S9DE-RLATES.-rnDD , 3" SO. -ALUM. POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY.3004-H36 3 SQ. STEEL POSTAS I ALUM. ALLOY 8083-T6
ALUM. ALLOY . 3.00" OR
MAR 2 4 """"
188•
=4'SQ.xt=.
ASTM.A500 GRADE B
t4Z 7/16.0 HOLE
1.375"
5" FOR 3/8' MB e' 2 FLANGES
0 21 /8' APART
.75"
0 ASTM GRADE 36 STEEL 1.126' 2.6'
. j INSTALL 1} ' x 1 ti' x j• HDG
c WASHERPlATEATANCHORS -75' •76" BASE FLARES
1.6�' Typ� TO 3'WIDE EA.
' SIDE OF FLANGES
.5 .090" TYP. 'SEF S
' 'x1 "x''HDG POS 'O LY S
jV=STS%ELRlPLATE AT ANCHORS CL 1-7/16V HOLE
FOR 110 MPH %2-15MWO HOLES & 2.318` HOLES
TYP. EA. SIDE
ALUM "T" BRACKET STEEL "T" BRACKET 5
T
ALUM. ALLOY
6063-T6
"H" BRACKET
,-- (4) -SIDS 25412
3" x 8° ALUM. RAFT. BRACKET --N
3" x 8" ALUM. HEADER
HEADER RRArKFT
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
v
REPORT NUMBER
DATE:: NON 11
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, zo 8 30 pat
DURALUM PRODUCTS, INC
ES _
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
HORIZ. WIND -
90, 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 96826
SHEET 8 OF 33
(818)462.7021 FAX 403.1518 setae®dumIum.eom
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1.50" WALL S EATABLE RS 300' D7B 2.74U"
OB
.2672 .833•
= 0.04" 01 "x90 02" 06
' q2) DIA, #14 SMS ® PANEL
LOCKS OR #8 SMS q• T=.060"
.683" AT EA. CONTACT
c�i of 1D .281" 51 WALLFASTENERS
• 20 SEE TABLE
tV M [JFASTENERS
CONTINUOUSA-RAL
ALU063-T6 Y ROOF PANEL (WHERE OCCURS)
EE TABLE 8083-T8ALUM ALLOY APPROVED 3" OR 4' 06 O y 6063-T6 ALUM.ALLOY INSUL. ROOF PANEL
914 SMS 0 EA. CONTACT 8063-T6
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION I.R. HANGER
nC1
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET,
ALUM. PANEL 2X OR—/
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROD.
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
r SEE TABLE
`EXIST. EAVES, RAFTER
EXISTING EAV
OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTION
EXIST. RAFTER
HANGER 1 RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.
WIND
AT 2x IFASCIA 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 S B C D D E E F
100
A EI S C D 0 E E F
110
A B B C D ® E E F
18'-8"
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
%Q
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24" O.C. MAX.
24" O.C.
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24" O.C. MAX.
Zj
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
w
D=318"0 x 4' LAG SCREW AT EACH STUD
•E=918"0 x 1 118" AT 16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24" O.C.
"F=918.0 x 1 118" AT 12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
19'-11"
"HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
"L" 1l 2s8 0R IIA LEWER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL -20
t1=30
2" x 4"V-6"
FULL OR
2"x 6"1'-6"
NOTCHED
16" O.C.
WOOD STUD)
18'-8"
18'-8"
14'-2"
2'-0" 14'-0" 12'-8"
'9'-7"
24" O.C.
12'-5' 11'-$"
8'-10'
9,-4" T-4-
5,-7"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
19'-11"
19'-4"
14'-8"
2"x8" FULL
2"x10" NOTCHH ED
24" O.C.
2'-0"
31'-11"
31'•31"
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: RDL=15psf RLL=20psf
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 BOB FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT.
10# L�=(2#H4 SKIS EA. SIDE
20#190#1 .L =(2)#14 SMS EA. SIDE
U43RACKET
1 114"
'314" OR 1 112"
2" x 6 112" OR
5' MIN. 3" x 8' ALUM.
-1314-
1 RAFTER
/4"'OR 1 1/2"
EXISTING WOOD STUD FRAMING
2 42011
No.37848 n
a
3/16"
8• 0 STEEL
0 1/4'0 HOLES,TYP.
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
TO DRAIN
FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
/ -1
L�/
"L" 1l 2s8 0R IIA LEWER
TOM CAMPBELL & ASSOCIATES, INC.
2 EACH 1/4.0 x 3-1/2' LAG SCREWS L.L.=10 pet
2 EACH 7/18'0 x 3-1/2" LAG SCREWS L.L =20 AND 30 psff(3)-,4M4.3T
LIVE LOAD a
ZW S
}at4x1 31a•(2'
MIN. PENETRATION INTO
DATE: 1/102011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
PAnOC REXISTING
WOOD STUD)
DURALUM PRODUCTS, INC.
ES,
NOTE: USE LEDGER WHERE RAFTERSPACING
RANCHO CUCAMONGA, CA (951)7403107
ATTACHMENTS
HORIZ WIND"
B0, 100 & 110 MPH
EXCEEDS EXISTING STUD SPACINGNOTE:
SHEET 9 OF 33
NOTE: BRACKET
PLACE BIKA LAR
SEE � FOR ATTACHMENT
q_v MATERIAL BETWEEN BRACKET
MAY BE MOUNTED
AND COMP.
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER W/
SAME CONNECTION'S.
WALL CONNECTION 030
BRACKET CONNECTION
IAPMO EVALUATION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD a
PATO COV R SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/102011
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
AND BRACKET
10.20&30 Pal
DURALUM PRODUCTS, INC.
ES,
REVISED BY:
RANCHO CUCAMONGA, CA (951)7403107
ATTACHMENTS
HORIZ WIND"
B0, 100 & 110 MPH
8269 ALPINE AVE. SACRAMENTO, CA 85828
SHEET 9 OF 33
(BIB) 462-7021 FAX 4031618 aelea®dumlum.com
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM."TTRACKET USE WRH
"T" BRACKET l POST TYPE B.C,D. ORE _STEEL l0ST ONLY:
Q 3 -SQ. POST W/ 37EELT8RACKET USE WITH USE"POSTITYPE L3}5/8'0 BOLTS
2 X112 SMS EA P I y—POST TYPE B,C,D,E,F,O,H,J OR F. F, G, H. J OR K FOR POST TYPE 9
3"SQ. POST SIDE OF POST OR
1/4'M.8. THROUGH
POST
(2)-114"0 POWERS WEDGE -
BOLTS+ OR EQUAL, EACH
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB - 4" OR
TO CRACK = 1("
0 Y4-. MIN. EMBEDMENT)
SLAB SHALL BE IN
GOOD CONDITION
3 1/2" MIN.
,ATTACHED f+>
ALTERNATE . FTG.
CUBE SIZE SQ. 18° DEEP ' CUBE FTG.
18" 18" SQ. 12"
20" 21° SQ. i2"
22" 25' SQ. 181
—24"'7 28' SQ. 20"x'
26" 32" SQ. 23"
28" 35" SQ. 25"
30"
39' SQ.
28'
32"
43' SQ.
- 30"
34'
47° SQ.
32"
36'
51' SQ.
34'
38"
65' SQ.
37'
40'
60° SQ.
39"
42"
64° SQ.
41'
44"
69' SQ.
43"
t CUBE FOOTING WI 4° S--'-1
3" SQ. POSTS TO CONC. FOOTING ( (3
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTE
BOLTS
EMBED.
23" 8 24' CUBE
(2)-1/2'0
31/4°
25°-30'CUBE
(4)-12'0
31/4'
31"-34"CUBE
(4)518'0
4-
35" - 39' CUBE
(4/4'0
4 3/4'
40"- 47 CUBE
(4}3/4.0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
t DEPTH OF 1111
JJ 'FRR LLO T ER
MIN;20 BOLTS
)oTINOOR. EMBD.
Z j 3.80. POST (STL)
1 I OR FLUTED
OR 4' SQ. POST (STL.)
BBEEAAM INSERT -
EMBED.
NOTES:
1. DO NOT USE AL49M.1T':
BRACKET NTH 3X8 BEAM
WANSEAT, MAG BEAM, 4" OR
7' I$EAMS;
2.P03T3YPE$
INSTALLWASHP RTP 6j .
2" XV X'6 X." AT
STEEL ''BRACKET
3. POST TYPE F
DO NOT USE STEEL''' MAR 24 2011
BRACKET W/7' I -SEAM.
PL.S/Sq'HK. i
1 1/2'
X.188'
ASTM A36
STEEL
1/2'
IAPMo EVALUATION
WELDED STEEL BASE PLATE 1
TOM CAMPBELL 8 ASSOCIATES, INC.
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
B' SQ. x 518".
B, C, D. F. G. 8 H
FREESTANDING .
BASE PLATE ANCHOR
BASE PLATE
-ANCHOR BOLTS (SIZE 8 TYPE)
9°x9°x 5/8"
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR417 OR EQUAL
(4 3/4" EMBEDMENT DEPTH)
IAPMo EVALUATION
DRAWN BY: E.N.
DAl'E:1/702011
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
SURFACE MOUNT
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
1(945)452-7021
E9-
_
REVISED9Y:
-
RANCHOCUCAMONOA,CA(851)741-2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
90,1008110MPH
FAX403-1619 sales@dumlum.00m
SHEET10OF33
HEADER BEAM TYPES & ATTACHMENT DETAILS
81" I GUTTER EXT. CLIP
2.00"' �-
SPLICE WHERE -�
1.79"
OCCURS
`
PATIO COVER SYSTEM AS MFG. 8Y:
N
—�
2.57"
4.8•
2.19"
8"
2.08"
2.04•
obs
ES- .SCALE:
TYP.
93•,
OR EQUAL OR EQUAL
.038" R.F. GUTTIER
2.r
FASCIA -ALUM.
� ALLOY 30044138 �
ALUM. ALLOY
8083-T6
6.5" ROLLIFORMiED
4.5" GUTTER
a"
r 3., 8 No.
SPLICE
VdHERE7 _T OCCURS 4" WHERE
OCCURS
P
110"
ALUM. ALLOY ALUM. ALLOY V
6063-T6� 8063T8 O
4" I-BE.AMG
7" I -BEAM
Ll
3"
CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. 8Y:
—�
-.0-042"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
8"
DURALUM PRODUCTS, INC.
I(OlG)452-7021
ES- .SCALE:
ALLOY 3004-138
RANCHO CUCAMONOA, CA (851) 7414107
OR EQUAL OR EQUAL
HORIZ WIND =
80, 100 8 110 MPH
3 x 8 BEAM W/
STL. INSERT
MAX 3'
.042"
ALUM. ALLOY 3004-H36 ■
OR EQUAL 1
DBL. 3 x 8 BEAM O
SPLICE WHERE
OCCURS
.066•
TYP.
2 1U116083 U8 OY
MAG. GUTTER O
. m 2. 6.6.
m
3
.024"
f- .032'
.042"
F
ALUM. ALLOY 3OD4-H38 OR EQUAL
J
2 x 6 RAFTER
r- MAX.
.042'
ALUM. ALLOY 30044136 ■
OR EQUAL T
DBL. 3 x 8 BEAM O
W/ DBL. 3 x 8 STL. INSERT
SPLICE WHERE
OCCURS
ALUM. ALLOY
6063-T6 O
MAG BEAM
3.
MAX. 2" 8.6°
032"
i
ALUM. ALLOY 3'004-H36 OR EQUAL
ASTM A653 GRADE 40
3" SQ. STEEL BEAME
3.0"
-� 042"
8.0"
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 2 x 6.5 BEAM 1 3 x 8 BEAM
O
375"
T -140A
7.8 5°T = 0.125•
LASTM A653 aRATJE 60 6. 8" ALUM. ALLOY 6083-T6
L`�625"375"
F
1 2.875" - I +1.75"- -T
3 x 8 BEAM O I 7" I -BEAM "C"
STEEL INSERT SPLICE / INSERT
IAPMO EVALUATION
DRAWN B01 E.N011 DATETOM
CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. 8Y:
REPORT NUMBER
SCALE: NONE
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
0. 20 sf
P
DURALUM PRODUCTS, INC.
I(OlG)452-7021
ES- .SCALE:
REVISED BY:
RANCHO CUCAMONOA, CA (851) 7414107
HORIZ WIND =
80, 100 8 110 MPH
8258 ALPINE AVE., SACRAMENTO. CAS5828
SHEET I I OF 33
FAX 403-1518 salesQdumlum.um
-OPTIONAL DECORATIVE FASCIA
1 WOOD, ALUM. OR HAROSORD )
2414 x 112' S.M.S. EACH SIDE OF 3'
a
OST (4 -TOTAL)
NATE: 114.0 OLT W/ WASHER
DE OF 3' SO. POST
+ D.
.76 i O
_+I; I.5
2.35 3' SO. POST
2414 x 112' S.M.S. EACH SIDE OF 3'
S0. POST ((4•TOTAi))
ALTIER ST 114'0 BOLT W/ WASHER
EA SIDE OF 3' 60. POST
3.00" 3' SO. POST
OR .240'
GUTTER FASCIA
MAG BEAM 3• so. Posr
3'SO. STL. BEAM 13
ALUM. ALLOY 9105-H25
BEAM TO POST CONNECTION DETAILS
OR 9 1/2°,
1 1/2�SQ_OR-2-LATTICE'TUBE
v
ALUM. ALLOY 3105-H25
28" 3" 2,
P1
2"x3" LATTICE TUBE
x 8" x .042" BEAM,
"
SO. STEEL OR
IAG BEAM.
(4)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=16
MAR 2 41011
X 3" ALUM. OR
TEEL POST
H - BRACKET TO: POST .
_vnrx� LAI I
Q 3' O.C. MON.
F UP TO 6"O.C.
RAFTER
TO RAFTER
°L" FASTENERS
V-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
3'-0"
12 - #14 SDS
FASTENER SPACING - 3/4'
#14 x tl2' S.M.S. TOP
& BOTT. (2) -TOT. —
ROOF PANEL
ROLLFORMED OR --
EXTRUDED . GUTTER '
#14 S.M.S. ®12"0.C.—'
FASCIA
61/2"x2"x.024 —
No. 379"
1
FASTENER TO FASCIA'- SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
OPTIONAL LATTICE TUBES
/AT OVERHANG
'v rt FASTENER B 1/2•
100 GROUP
OO
ALUM. BRACKET X
2" °L" SEE TABLE
RAFTER "TAIL" TO GUTTER 15
(4) - #.14 x 3/4"TEK SCREWS
BRACKET TO RAFTER
MIN.
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM p
"U" BRACKFT - RAFTFR T(1 REAM 8
IAPMO EVALUATION
DRAWN BY: E.N.
`"I TES,"-' - - - - --
\TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PAT10 COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1/10/2011
SCALE: NONE
BEAM TO POST
COMMERCW. AND RESIDENTIAL STRUCTURAL ENGINEERING
10.20 8 30 psl
DURALUM PRODUCTS, INC.
ES-
REVISED BY.
RANCHO CUCAMONOA,%A (951)741-2107 ATTACHMENT
HORIZ. WIND=
6259 ALPINE AVE, SACRAMENTO, CA 95829
80. 109 & 110 MPH
(918) 452.7021 FAX 403.1519 sales®dumtum.csm
SHEET 13 0E 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE - - _ - - � -- � - -�--
FULL MOMENT
b10 S.M.S.
(gam. II #12 S.M.S. 11
TYP. THICKNESS=,035 (24 TOT TYP THICKNIS=.035"
II
t ij t t tt t t 11 ++ tt
ALUM. ALLOY 3004-H38 ALUM. ALLOY 5004-H36
OR 6083-T5 FOR EXTRUDED OR 6083-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT ENO BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPUCE (ONE SIDE OF WEB) MAY BE USED
TOTAL- (8)-1/2.0 BOLTS
1. 0" �
0 0 o v�
SPLICE cc
.070" r
Typ CURS
O o
ALUM.ALLOY
606346
4!'I -BEAM T-0
MOMENT CSPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED
SPUCE WH
Occw
ALUM. ALLOY
W83 -TB
7"1 -BEAM
Mnmrmy r_cal Ir.F
7-5
0 S.M.S.(p EA.
.LEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
(6061 -TB) ALTERNATE LJI
TO POST W/(2)-1/2'0
1 STL. C -BEAM THRU-BOLTS
SQ. POST
BEAM TO POST CONN.
IETALBACKED,
'BENE WASIZ
SCREWS & ST.C.
STAGGER 01 BEAM
ROOFPANEL
4'x3•ALUM. -I- BM. OR /''(4}1/4.0 M.B. BEAM
7'x4' ALUM. 'I' BM. /�/ TO BRACKET
2'3/8"0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE —►r—
ALTERNATE BEAM TO POST CONN.
iAPM09 EVALUATION
N BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM MFG. BY:
1. 5"
o
4.5"
O o
O O
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30
DURAL PRODUCTS, INC.
ES.
BY:
RANCHO CUCAMONOA, CA (851) 7414707
Mnmrmy r_cal Ir.F
7-5
0 S.M.S.(p EA.
.LEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
I -BEAM ALUM ALLOY I SQ. POST,CONNECT WEB
(6061 -TB) ALTERNATE LJI
TO POST W/(2)-1/2'0
1 STL. C -BEAM THRU-BOLTS
SQ. POST
BEAM TO POST CONN.
IETALBACKED,
'BENE WASIZ
SCREWS & ST.C.
STAGGER 01 BEAM
ROOFPANEL
4'x3•ALUM. -I- BM. OR /''(4}1/4.0 M.B. BEAM
7'x4' ALUM. 'I' BM. /�/ TO BRACKET
2'3/8"0 M.B. THRU STL. T
BRACKET TO POST.
POST, SEE SCHEDULE —►r—
ALTERNATE BEAM TO POST CONN.
iAPM09 EVALUATION
N BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM MFG. BY:
REPORT NUMBER
]REVISED
: 7/102011
E: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10, 20 8 30
DURAL PRODUCTS, INC.
ES.
BY:
RANCHO CUCAMONOA, CA (851) 7414707
HOAR. WIND =
D
80, 100 8 110 MPH
IN
8268 ALPINE AVE., SACRAMENTO, CA 88828
SHEET 12 OF 33
(916)462-7021 FAX 403.16i8 sales®duslum.wm
X10# L:L 1100-1V11?H_FREESTAND.& ATTACHED OPEN LATTICE-PATIOS-12°OR4LESS�EXP�B &' C
}
5pMAX
m$
-COL.
SPACING
3" SQ.
STEEL BEAM
I DBL. 3"x8"x.042"BEAM
DBUN6.5"x.032"
OR 3"x8"BEAM
ATT. MAX.POST MAX.POST
SPACING SPACING
BEAM
13, -x8' -BEAM
ATT. MAX.POST
WINS:
RT DBL.
, EACH w/
'ATT• MAX.POST
3"x8". BEAM
A 3"x8" STL.
INSERT
}
5a
MAX.POST
SPACING
FREESTAND
ATT. MAX.POST
SPACING
FREESTAND
FREESTAND
FREESTAND
FREESTAND
ATTACHED
FTG.POST
SHEET 27 OF 33
FTG•
IN
POST
FTG.
PAST
FTG.
MIS
FTG
MIN.
FTG MIN.
ON SLAB.*
(SPAN)
C' (SPAN)
FTG. FOR DBL FOR 3'x8"
FTG S� AANG
(SPAN)
FTG, SPACING
m3
ON.)
TYPE
(IN.)
(IN.)
TYPE
(IN.) 2'xS.5'x.032' BEAM i
(IN)
TYPE
(IN.)
ON.)
POS
(INTYPE.) (SPAN)
(IN.)
(IN')
4
„
171-0"
12'.0"
30
G
13 19'-7"
31
G
15 13'-4" 13'-10"
30
G
17 25'-5"
33
116 36-0"
TPOST
YPE
TYPE
18
,
11'-6"
14 18'-6"
17 11'-0" 13,_1"
18 24'-0'
G
18 34'-o"
37
G
20 B
4
5
�-�
13'-7"
11'-2"-
10 -9"
31
13 1T-_6
15 16'-6'
31
G
15 11-11" 12'-5"
17
3 1
G
17 22'.-9"
y
G
1.7_- 32-2"
35
G
19 B
,
9'-10" 1 ti' -8^
18 21' 6"
132
19 30'-5"
21 E
5
6'
71,-4"
10'-6" , "
10 -1
33 .
G
14 16'-0" "
15 15
33
G
16 10'-10" ^ 11'-4" ":
18
33
G
18 20':9"
33
G ,
17 29'-4"
35
G
19 B
-1
9'-0 10-8
, "
19 19 -7
`I9 27-9'
22 E
6'
7
„ .i
9'-8
9'-7"
34
G
14 14'-10"
16 14'-0"
34,
G
16 10'-9" 10'-6"
34
G
1$ 19'-3"
34
G '
18 27'-2"
34
G
20 B
,
.
18 8'-4" 9"-11 ^
19 18'-2"
20 25'-e"
22 E
7
8
8'-6-
9'-6"
35
G
15 13'-1 -
17 13'-1"
35
G
17 9'=5" 9'-9"
35
G
19 181-0"
35
G
18 25'-5"
35
G
20 B
,
19 T-9" a'-3"
m 17'-0"
20 24'-0^
23 E
8
91
T-7"
9'_2"
e'-10"
37
G
15 13'-1"
17 12'x"
37
G
17 8'-10" 9'-3"
� •
G '
19 - 17'-0"
37
G
18 24'-0"
G
21 E
,
9
19 T-4" 8'-9"
20 16'-0"
21! 22'-8"
37 �
23 F
10
6'-9 11
8'-10"
e,_s"
G
15 12'-5"
17 11'-8"
G
17 ' 8'-5" " 8'-9"
19
38
G
19 ^ 16'-1 "
38
G
IQ-- 22'-9"
38
G
21 E
,
<38
T-0" 8-3"
.
21 15'-2 ,
21 21'-s"
24 F
10
11'
6,_2"
8-7
39
H
1618 11'-101,_2"
39
y
1 e';0" 8'-4-
39
H
1514"
15'
39
H
21 21.20'-8"
39'
H
2124 E
20 s'-8" 1!"�
14'-6"
F 111'
12'
S'-811
8'-3"
7,_g"
39
H
16 - 11'-4"
18
39
H
18 7'-8" 8'-0"
39
H
20 1 -8
39
H
1'9 20'-9"
39
H
22 E
101-8^
20 s'-4" y1-7^
21 13'-10'
22. 1s'7^
24 F
12'
13
"
5'-2"
T-11"
7'-6"
40.
�..+
16 10'-10"
18 10'-3"
40
H
18 T_5' 7'_8"
40
H
20 1 -1"
40
H
20= 19' 1
40
H
22 E
,
20 6'-1" T-3"
22 13'-4"
22 18'-10"
ZS F
13
14'
4'-10"
7' 7"
4'I
i
1618 101$9'-11^
41
F3
'1 7�" 7'-5"
41
H
r 22 13-j21-10"
41
H
2 11-3"
41
H
2 E
20 5'-11" 7.0
22 18'_2"
25 F
14'
15'
4,_6"
7,�„
6 -11"
42
H
17 10'-1" '_ "
19 9 6
42
18 6'-6" " 7'-2"
42
�"�
13.2''_
42
H
20 18'-7"
42
H
23 E
-
21 5 8 s-9"
22 12 5 "
22 17'-6"
25 1=
15'
THE MAXIMUM OOLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACIING 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 WITHOUTSLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8" EACH SIDE FOR FREESTANDING ONLY,
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B -a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
R 2 41011
IAPMO EVALUATION
DRAWN BY: £.7V.
DATE: 1/10k071
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTI� LIVE LOAD=
LE
POFREESTAND
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
ES-
]IREVISEDBY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
NG 10, 20 8 30 pst
DURALUM PRODUCTS, INC.
IMISM52-70211
RANCHO CUCAMONGA, CA (857) 741.2107
AND ATTACHED HORI2. WIND "
82BB ALPINE AVE, SACRAMENTO, CA 95828
10411-1. 100 MPH 90. 100 & 110 MPH
FAX 403.1519 ealee®dutalum.eom
SHEET 27 OF 33
.� v.. �..�� i inv auao.KtALL Ht
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 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
MR 2 4
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE 8
-r::::]J- FlGLIR'E INDICATES IXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
IAPMO EVALUATION
REPORTNUMBER
DRAWN BY: E.N.
DATE: 1H0120II
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD -
--
- - -- - -
..
. ,..` I
I 'r-
WIA
>cnr.
o a v
}
REVISED BY:
3" SQ.
STEEL BEAM
DBL. 3"x8"x.042"BEAM
8288 ALPINE AVE., SACRAMENTO, CA 85828
DBL2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
3"x8" BEAM
WINS
RT DBL.
3"x8" BEAM
A 3"x8" STL-
(B18) 462.7021 FAX 403.1518 sales®duratum--f
m
SHEET 26 OF 33
9
19
MAX.COL.
ATT. MAX.POST VIAX.POST
ATT.
EACH W/
'ATT.
>-
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAWD
FREESTAND
FREESTAND
INSERT
:
SPACING
SPACING
SPACING
SPACING SPACING
MAX.POST
I MAX.POST
FREESTAND
ATTACHED
!
ON SLAB*
(SPAN)
)
FTG. (SPAN)
FTG. FOR DBL. FOR 3" x W
FTG. SPACING
(SPAN)
FTG SPACING
o
m
�'
MIN
POST
FTG.
POST
FTG.
FTG.
POST
FTG
MIN.
FTG MIN.
(IN.)
TYPE
(IN
(IN.)
TYPE
(IN. 2'x6.6"x.032" BEAM
)
�N )
POST
POPE
jIN.)
�JN.)
( IN.) (SPAN)
(IN')
POST
POST
(IN')
4"
1T-0"
12'-1'1._9,
30
G
1213 20'-09,-1"
30
(�
1416 14'-0;3�" 44'-2;3.6"
30
�`
1214 2$24-10"
TYPE
1517-35'-1"
TYPE
TYPE
1
30
G
37
(j
19 B
4'
5'
13'-7"
11'-4"
0'-11 ^
31
G
12 17--1
14 17'-1 ^
31
14 12'-6" 12'-8"
31
G
13 23'-3"
31
G
16 32'-1
36
18 B
,
16 11'-11" 12'-1 ^
15 22'-2^
18 31'-4^
G
2p E
5
5'
11'-4"
10'-80 �^
33
G
1315 18'-4; 5'-7"
33
G
1 11'-5`0'-11" 1 i -711'-0^
33
G
1315 21'-
33
G
16 �'
35
1 B
7
8 28'-8"
G
21 E
g'
7
9 -8 "
10'-1"
9,_9"
34
^
l7
13 15'-2"
15 14'-5^
34
G
15 10'-7" 10'-8"
34
G
14 19'-8"
34
G
17 27"-10"
19 B
17 10'-1" 10-2"
15 18'-9"
19 26'-6"
34
G
21 E
,
7
8'
8'-6"
9'_8^
9'-4^
35
G
14 14'-2"
16
35
G
15 9'-11" 10, o"
35
G
14 18'-5"
35
G
17 28'-0"
19 B
13'-8"
18 9'.5" 9'-s"
16 1 T-6"
19 24'-10''
35
G
22 E
8
9'
T -T'
9'-39_fl„
37
G
1416 13'-4a2�-9"
37
G
1618 9'-4" 9-5
37
G
1416 17' 6,-6"
37
G
1 24�
37
1 E
9'-0"
8'-11" 9'-U"
20 23'-5"
(j
22 F
9�
1®,
6,_9"
8'-8"
38
G
14 12'-8"
16 12'-1"
38
G
16 8'-10" 8"-i 1"
18 8'-5" 6-6"
38
G
14 18'-5"
38
G
18 23'-3"
38
G
20 E
10 ,
111'
6'-2"
8'_8 "
39
G
15 12'-1"
39
G
1s 8'-5" 8'-6^
18 15'-8"
15 15'-8"
20 22'-2"
18 22',2"
22 F
20
8 -4
17 11'-6 "
19 8 -1 8 -2
" "
39
G
17 14'-11"
39
G
20 21'-2"
39
G
23 F
11'
112'
5'-8"
8,-5'g -0"
39
G
1517 11 �- y 1 �-0"
39
G
9 719 8'-1 " 7,-g^ 8'-2"
39
(j
1517 5
39
(j 118_
21" 20'-3
39
(j
20
23 E
8'-1^7.-8..
a�-9"
44.x^
F
12'
13'
S,_2..
40
H
1517 11'-110'-7"
40
H
47 7'-9" T-10" "
19
40
H .
15 14'-5"
-13=9"
40
H
18 20' 5"
-19'-5"
40
H
21 E
,
7'-9"7
7'-2" 7'-6
17
2i
23 F
13
14'
4'-10"
_�
41
H
1517 10'-8; 0.-2„
41
H
1719 7,�„
T-7"
41
H
1517 3
41
H
1 29 9A-
2124 E
6�-8" 7�-3"
13'-3"
8�_9
41
H
F
14,
15'
4'-6"
T 6"7.2^
42
H
1518 10'-49'-10"
42
H
1 s'-10"6,-3" T-4'
42
H
1517 13,12'-10"
42
H
1 19-08.1"
2124 EF
20 T -o^
2i
42
H
15'
.� v.. �..�� i inv auao.KtALL Ht
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 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
MR 2 4
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE 8
-r::::]J- FlGLIR'E INDICATES IXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
IAPMO EVALUATION
REPORTNUMBER
DRAWN BY: E.N.
DATE: 1H0120II
TOM CAMPBELL & ASSOCIATES, INC.
LATTICE
POST SPACING TABLE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
ES-
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10.20830 el
P
DURAL PRODUCTS, INC.
REVISED BY:
RANOHOCUCAMONGA CA (861) 741-2107
AND ATTACHED
HORIZ WIND =
8288 ALPINE AVE., SACRAMENTO, CA 85828
10 p L.L. BO MPH
80,100 8 110 MPH
(B18) 462.7021 FAX 403.1518 sales®duratum--f
m
SHEET 26 OF 33