08-0080 (PAT)4 P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
08-00000080
Property Address:
54210 EISENHOWER DR
APN:
774-221-011-14 -000000-
Application description:
PATIO COVER - RESIDENTIAL
Property Zoning:
COVE RESIDENTIAL
Application valuation:
2248
c&t!t 4 4 Q"
Applicant: Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
--------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
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 Class: C47 D03 License No.: 539152
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 700.0) 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.)-
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project fSec.
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
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Contractor: .
PRECISION PATIOS
67210 KANN ROAD
DESERT HOT SPRINGS, CA 92241
(760)413-2007
Lic. No.: 539152
------------------
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.
1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are: '
Carrier E4MPT Policy Number EXEMPT
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 Cade, I shall forthwith comply with those provisions.
e: _../ —0A cant:
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 ouinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. -
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this �c tty two •eenteerr upon above-mentioned property for inspection purposes.
te:/ / " �+S' .cure (Applicant or Agent):
®
Date:
1/09/08
Owner:
JOHN BATTAGLIA
d
54210 EISENHOWER DRIVE
LA QUINTA, CA 92.253
14 1(
Ai•. iilG'.
03
_ �
//
Contractor: .
PRECISION PATIOS
67210 KANN ROAD
DESERT HOT SPRINGS, CA 92241
(760)413-2007
Lic. No.: 539152
------------------
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.
1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are: '
Carrier E4MPT Policy Number EXEMPT
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 Cade, I shall forthwith comply with those provisions.
e: _../ —0A cant:
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 ouinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. -
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this �c tty two •eenteerr upon above-mentioned property for inspection purposes.
te:/ / " �+S' .cure (Applicant or Agent):
LQPERMIT
Application Number
. . 08-00000080
Permit . .
. PATIO COVER
PERMIT
Additional desc .
Permit Fee
54.00
Plan Check
Fee
35.10
Issue -Date' . . .
Valuation
2248
Expiration Date
7/07/08
Qty Unit'Charge
Per
Extension
BASE
FEE
45.00
1.00 9.0000
THOU BLDG
2,001-25,000
9.00
----------------------------------------------------------------------------
Special Notes and
Comments
169 S.F. ALUMAWOOD
LATTICE PATIO
PER
APPROVED PLANS
----------------------------------------------------------------------------
Other Fees . . .
. . . . STRONG MOTION (SMI)
= RES
..50
Fee summary
----------- -
Charged
Paid Credited
Due +
- - - --
Permit Fee Total
---- - - - - ------
54.00
- - - - ------ - - -
.00
- ----
.00
-- - - - - - -
54.00
Plan Check Total
35.10
.00
.00
35.10
Other Fee Total
.50
.00
.00
.50
Grand Total
89.60
.00
.00
89.60
Bin #
City of La .Quinta
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit # O
Project Address: 5 0 F— ( E N ►4 O vJ i✓ 2
Owner's Name: rJ A TT. lox . G, LI (D t4 rJ
A. P. Number:
Address:, 5 H Z t O E{ S e;
Legal Description:
Contractor:. P 2 L l S( 0 „J
City, ST; Zip:
Telephone: .� ' 4
M .
Address: 6 `7 'Z ,.J P,p
Project Description: ` 3 ' 3c l —5 A
City, ST, Zip: D P( S CPC pi Z, 'j_ H l
T Y P r a 0 M ,*A- ir,J 00 D P T l c?
Telephone: '% 6 O H t 3Z 0 0" l
C -O V E 2
State Lie. # : rj t 5 2
City Lie. #:
Arch., Engr., Designer: S,,l M t S f -p R
Address: S Q (� v TC 14
City, ST, Zip r? O ti nJ C C /'C °1 2 { 0..
Telephone: 5 6 2 g 0
Construction Type: Occupancy:
P c7
State Lie. #: Z 5 LJ
Project.type (circle one): a Add'n Alter Repair Demo
Name of Contact Person: �, S
Sq. Ft::
# Stories:
# Units:
Telephone # of Contact Person: `
Estimated Value of Project:
APPLICANT:. DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Reed
TRACKING •
PERMIT FEES
Plan Sets
Plan Check submitted .
1 '
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
Pians 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:-
M Review, ready for corrections/issue
Developer Impact Fee '
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVE®
FOR CONSTRUCTION
DATF�� BY
A0a—
Existing
Poo I
Egylp.
Pec
6raval
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. ER -
DRAWN BY: K.K.
GENERAL NOTES:
GOVERNING CODES:
1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE,
I
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00.
DRAWING NdTES :
QROFESS
OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED
tt4
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE AND CLEARLY
GENERAL NOTES
IDENTIFIED.
1 OF 29Joauo.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND
13
ENCLOSABILITY. I
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE
-
C7 (�
METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL
ul NO. 79 8
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
EXP•
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.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
CIVIL. 1
5f
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX I OR IRC APPENDIX H.OF`+�
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
] z -2dZI
10. 20# L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS.
/
LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN LOADS:
11. RESIDENATIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRCAPPENDIX H.
ROOF LIVE LOADS: -10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT
( EXPOSURE C, NON -HEATED STRUCTURE).
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 CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 50 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED "RIGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS
DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED
AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE
DESIGNED (AS ")OPEN STRUCTURES" IN ACCORDANCE((�HWITH ASCE/SEI 7, SECTION 6.5.13.
21. THE
TIO(NH0 WIDTH (P, FT), SHALLLNOTFEXCCED ONE()DIVIDED BY THE PATIO COVER
22. OR RAWIDTIO(PUFT)PATIOSPALL NOT LENGHEXCCED (L, T.. DIVIDED BY THE PATIO COVER PROJECTION
12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16.
ROOF LIVE LOADS: -20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GOUND: 50 POUNDS PER SQUARE FOOT.
ROOF: 30 POUNDS PER SQUARE FOOT
( EXPOSURE C, NON -HEATED STRUCTURE),
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 CLASSIFIACTION D. OCCUPANCY CATEGORY I. SEISMIC DESIGN CATEGORY D.
MATERIAL SPECIFICATIONS:
23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED
THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER
YEILD AND ULTIMATE STRENGTHS.
24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
25. DESIGN SOIL VERTICAL SOIL BEARING PRISSUKE IS 1,000 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL
BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.
26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED
OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C.
STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40.
27. FASTERNERS:
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
ALUMINUM BOLTS SHALL BE 2024-T4;
STEEL BOLTS SHALL BE ASTM A-307;
HIGH-STRENGTH BOLTS SHALL BE A-325.
ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS.
WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL
DESIGN SPECIFICATION.
CIN OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONS�WjqjpN
n ik-_
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD = PATIO O ER SYSTEM AS G. BY:
REPORT NUMBER
DATE: 10/23/2007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
DA 20 & 30 sf D LUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WI = T , CA 95626
1 OF 29Joauo.
REVISED BY: K.K. & OP
90 1 es@duralum.Com
OFO?t ,,
RAFTER. SEE TABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEE SCHEDULE
\ ^_ MAX. O.H. O.H
25% OF SPAN
SEE SCHEi
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
Fx�Sri,VGS`/`O NOTE: MAIV NOT BE ENCLOSED OROPEN LATTICE -TYPE COVE URE SEE SCHE ULE
A'G
•� RAFTER. SEE
\ LE
SIZE FOR SIZE
- AND SPACING. /
RAFTER. SEE TABLE
FOR SIZE
AND SPACING .
S
.H. O.H SPAN
ISTHEIGHT
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN L
MAY NOT BE
TO,c V MAX. O H.
�'OSTRIyq 25% OF SPA
Spq'YG
C�4G
P THEIGHT
SEE CH DOLE
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
iEABLE WITH ANY OTHER
INTENT UNLESS OTHERWISE SHOWN.
No.7 48 ' MAX. PROJ.
E SEE SCHEDULE
x~ 1� RAFTER, SEE TABLE
fl� FOR SIZE
1 AND SPACING
'41—CI Y
O.H.
% S60 OVF. q2�5,%�60F PAN
qO�N
G
OST HEIGHT
F,r�Sr/NGS�,`O'NG
IIIA - POST WITH SIDE-
PLATES SEE TAIL
3 12' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
•'�J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
o MAY NOT BE ENCLOSED OR COVERED.
/SOS
SFFrggpgC/
SEE POST DETAI—
LENGTH OF STRUCTURE VARIES -
OST WITH SIDE -
LIVE LOAD =
F O
BAF NG
PLATES SEE DETAIL
p0
. S SrSp
FF7gS<�C,/AG
10, 20 & 30 ps1
POST CR
SSSECTION�
SCALE: NONE
s�rgslF0�1G
STRUCTURES
NOTE: EACH COMPONENT IS INTER-
a0
NOTE: EACH COMPONENT IS INTER- p°sr
312` SLAB ATTACHMENT
MAY BE USED WHERE
CHANGEABLE WITH ANY OTHERsFFr
spgci
I HED
COMPONTENT UNLESS OTHERWISE SHOWN.
qB�F VG
I SEE SCHEDULE
FOOTING WHERE REQUIRED,
3 12• SLAB
•
SEE SCHED. FOR FOOTING CUBE S
OPEN LATTICE -TYPE PATIO COVER
NOTE: THIS OPEN LATTICE-TYPESTRUC �OF
SCALE: NTS
OPEN LATTICE -TYPE PATIO COVER
MAY NST BE ENCLOSED OR CO
TiPf1- uru ATTAfl LIr7r% C-IAI!'+1 C C-MAAI I ATTInC CrMl 1TI 1
RAFTER. SEE TABLE
FOR SIZE
AND SPACING .
S
.H. O.H SPAN
ISTHEIGHT
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN L
MAY NOT BE
TO,c V MAX. O H.
�'OSTRIyq 25% OF SPA
Spq'YG
C�4G
P THEIGHT
SEE CH DOLE
LENGTH OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
iEABLE WITH ANY OTHER
INTENT UNLESS OTHERWISE SHOWN.
No.7 48 ' MAX. PROJ.
E SEE SCHEDULE
x~ 1� RAFTER, SEE TABLE
fl� FOR SIZE
1 AND SPACING
'41—CI Y
O.H.
% S60 OVF. q2�5,%�60F PAN
qO�N
G
OST HEIGHT
F,r�Sr/NGS�,`O'NG
IIIA - POST WITH SIDE-
PLATES SEE TAIL
3 12' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
•'�J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
o MAY NOT BE ENCLOSED OR COVERED.
/SOS
SFFrggpgC/
SEE POST DETAI—
LENGTH OF STRUCTURE VARIES -
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
BAF NG
DATE: 10232007
p0
OPEN LATTICE
10, 20 & 30 ps1
POST CR
SSSECTION�
ER-
SCALE: NONE
s�rgslF0�1G
STRUCTURES
HORIZ. WIND =
SEE POST DETA L
NOTE: EACH COMPONENT IS INTER- p°sr
MAY a USED
REVISED BY: K.K. & D.P.
90,100 & 110 MPH
CHANGEABLE WITH ANY OTHER sFF Sp
EE
3 12• SLAB
G
COMPONTENT UNLESS OTHERWISE SHOWN. r�CF Nc I.
FOOTING,
scHEDULE
NOTE: EACH COMPONENT IS INTER-
°os
MAY BE USED
TO CONSTRA N
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHERFOOTING
SFFrr
I
SCHEDULE EE
WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
L�c,NG
SCALE: NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G'r FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H'r FREESTANDING MULTISPAN LATTICE
STRUCTURE
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10232007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 & 30 ps1
DURALUM PRODUCTS, INC. -
SHEET
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
STRUCTURES
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO, CA 95820
3 OF 29
REVISED BY: K.K. & D.P.
90,100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
ioo no GF07-0814
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O,H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL -
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL'S, SHT. 7 -
TyE�ROJECT/ON ELAS �Sq�/ES ROOF PANEL MIN. 0.5" SLOPE PER FT.
SEE SCHEDULE
ED FOR SPANS
"O.H " NOT TO EXCEED 25%
1 OF SPAN
SEE DETAIL FOR SPLICE ---
III
SEE DETAIL FOR SPLICE
�SrOPTIONAL:
CANTILEVER BEAM i
�ESCyFO�CFS
SE R r
1 1/2" SQ. SCROLL POSTS
POST SPACINGSCHEDULE
OPTI NAL: CANT LE
SQ. POSTS, SIZE VARIES
O
ATTACHMENT
SEE SCHEDULE POST SPACINGR
S % TO
MAY BE USED WHERE
ALTERNATE:
C
SPgN EED
PERMITTED.
SINGLE POST
SEE SCHEDULE
CES
SEE SCHEDULE
MAX. HT.= 12'
ALTERNATE:
O
25� OF p CEED
'
NOTE: NO SPLICE AT THIS
.
f :
POST AND AT END BAYS.
FOOTING WHERE REQUIRED
_/
qN
O SPLICE AT THIS
SEE SCHEDULE FOR FOOTING CUBE
SIZE
SINGLE POST
SEE SCHEDULE
NOTE
O SPLICE A THIS
NOTE: EACH COMPONENT IS INTO
POST
CHANGEABLE WITH ANY OTHER <(/
COMPONTENT UNLESS OTHER
T\/PIC- IIA 11 ATTA l%1 Irn [ lk 1/11 r n1'l A
& I IA -A ft1 I1 rit r� L�sl
U
m
U
x'
SEE DETAIL FOR SPLICE
1 1/2" SQ. SCROLL POSTS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
r
SCHEDULE
f WA.H
1 XT.= 12' <
WHERE REQUIRED _/
DULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
PK ROOFPALUMIANEL NUM V rHDFSTR(/CTU ^ ' ROOFNUM V 1 ~OFSTRUCTU/�,
O.H REV CMI- MIN. 0.5" SLOPE PER FT. O.H E V
SEE SCHEDULE qR SEE SCHEDULE (Mqy OT gRlES
FOR SPANS O.H. SPAN (Mqy NOT BEENC`OSED) �C.� FOR SPANS O.H SPA N BEENCLOSED)
"O.H." NOT TO EXCEED 25% I ` "O.H." NOT TO EXCEED 25% SPAN
OF SPAN
QF -SPAN
SEE DETAIL FOR SPLICE
III
SEE DETAIL FOR SPLICE
P
OS
SEES
OPTIONAL: CANT LEVER BEAM
O sp
OPTI NAL: CANT LE
SQ. POSTS, SIZE VARIES
G
HFO'NG
SEE SCHEDULE POST SPACINGR
SQ. POSTS, SIZE VARIES
SEESCyE�U G
SEEP ST SPACINGHEDULE R
CES
x
O'y' '�
CES
3 1/2" SLAB
MAY BE USED
ALTERNATE:
O
25� OF p CEED
3 1/2" SLAB
MAY BE USED
ALTERNATE.
5% OF SP EXCEED
TO CONSTRAIN
FOOTING, SEEC\
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTE
qN
O SPLICE AT THIS
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTE
O SPLICE A THIS
POST
D AT END BAYS.
POST IND
AT END B@YS;
FOOTING WHERE REQUIRED ✓I /1 J FOOTING WHERE REQUIRED _/ I / J
SEE SCHEDULE FOR FOOTING CUBE SIZE /�f�j/ SEE SCHEDULE FOR FOOTING CUBE SIZE /��1/
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE IICII FREESTANDING W/CANTILEVER OPTION TYPE IIDII FREESTANDING MULTISPAN W/CANTILEVER OPTION
I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD = ]PATIO COVER SYSTEM AS MFG: BY:
REPORT NUMBER DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL 10, 20 & 30 psf DURALUM PRODUCTS, INC. SHEET
ER- SCALE NONE STRUCTURES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 2 OF 29
REVISED BY: KK, & D.P. ALTA LOMA, CA (951) 741-2107 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com .108 NO. GF07-0876
SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.77" .09R. (I.S.) 67"
N .25" FAN BEAM 77" .09R. (I.S.) I .67"
ALL UNMARKED RADII .067 - W .25"
i�
2.5 =SEE AB - B W N ALL UNMARKED RADII .0
6R
7.25"
8.00"
ALUM. ALLOY 3004-H36 OR EQUAL
8"x2 1/2" FLAT PAN
L.L.="T'
(PSF)
(IN.)
90,100 &110
MPH SPAN
EXP.B
EXP.0
10
.018
12'-9"
13'-9"
.020
13'-6"
13'-6"
.024
14,-9„
14,-9„
.032
17'-4"
17'-4"
.040
18'-9"
18'4"
20
.020
g' -g"
g' -g"
.024
10'-6"
10'-6"
.032
12'-8"
12'-8"
.040
14'-2"
14'-2"
30
.020
8'-O"
8'-0"
.024
8'-g„
8,-9„
.032
10'-4"
10'-4"
.040
11'-8"
11'-8"
EXIST. WALL
EXIST. WALL
HEADER
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 lbs. )
T=.070" TYP-.
3"
FAN BEAM ALUM. ALLOY 6063-T6
ALLOWABLE SPANS
L.L.=
(PSF)
x 3" FAN BEAM
r2"
10#
20'-7"
20#
15'-6"
30#
12'-9"
ATTACHMENT AT HANGER CHANNEL
SEE SCHED.FAN BEAM
HANGER HANNEL
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM
ATTCHMENT AT HEADER
FAN BEAM .
.042"x3"x8" HEADER
\#12 x 3 1/2" S.M.S.
AT HEADER
Na 37948
Exp.
MkIA
ALUM. ALLOY 3004-H36 OR EQUAL
6"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T'
(IN.)
90,100 &110
MPH SPAN
EXP.B
EXP.0
10
.018
13'-9"
13'-9"
.020
15'-0"
15'-0"
.024
16-9„
16'-9"
.032
19'-2"
19'-2"
.040
20'-7"
20'-7"
20
.020
10'-8"
10'-8"
.024
12'-0'
12'-0'
.032
14'-0"
14'-0"
040
15'-6"
15'-6"
30
�1
m
.020
8'_9"
8'_9"
.024
9'-10"
9'-10"
.032
11'-4„
11'-4"
.040
2'-9"
F,
12'-9"
I.C.C. E.S. EVALUATION
DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 & 30 Psf DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE: NONE ALTA LOMA, CA (951) 741-2107
FAN BEAM
WIND = 8269 ALPINE AVE., SACRAMENTO,
1(916)
48 OF 29
REVISED BY: K.K. & D.P.
70. 90
70, 90 8110 MPH 452-7021 FAX 403-1519 sales@duralum.com
@ ralu
JOB No. GFOT- W4
SOLID PANEL SPANS FOR COMMERICAL & PATIOS
75 �_
2 --i I_ .67" T=SEE TABLE BELOW 435"x! I-Fj.40„ I_
I
T 1.70"
40' ' 35
4.50" —— 4.50" — 4.5040
� 3.00'
24.00"
ALUM, ALLOY 3004-H36 OR EQUAL
24" TRI --"V" PAN
L.L.=
(PSF)
PANEUT'
(IN.)
90 MPH SPAN.
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-0"
10'-0"
10'-0"
9'-0"
9'-7"
8'-8"
.024
12'-10"
11'-7"
11'-7"
10'-4"
11'-0"
10'-0"
.032
14'-9"
13'-4"
13'-4"
12'-0"
12'-10"
11'-7"
.040
22'_4"
22'_4"
22,_4"
22'4"
22'_4"
22'_0"
20
.018
9'-6"
9'-6"
9'-6"
9'-6"
9'-6!'
9._6.
.024
10,_7
10'-7"
10'-7"
10-4-
10,_7.
10'-0"
.032
11'_8"
11'-8"
15'-3"
15'-3"
15'-3"
15'-3"
.040
17.1„
17'-1"
17'_1"
17.1"
17'_1"
17'_1"
30
.018
T-9"
T-9"
T-9"
T-9"
T-9"
T-9"
u:.
.024
9'-0'
91-0"
9._0..
9.0„
9,_0„
91_01.
.032
10'_2"
10'-2"
10'_2"
10'-2"
10,_2"
10'-2"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
SZ7* C k
90/100/110 MPH EXPOSURE B & C
12" x 3 1/2" W PANEL
=
F)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP:B
EXP.0
EXP.B
EXP.0
0
.020
15'-6"
15'-6"
15'-6"
15'-0"
15'-6"
14'-6"
.024
18'_1"
18'_1"
18'_1"
17'_4"
18'-1"
16'_8"
.032
20'-9"
20'-9"
20'-9"
20,_4,
20'-9"
19,_8,
.040
22'_4"
22'_4"
22,_4"
22'4"
22'_4"
22'_0"
20
,020
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
11'-3"
.024
13'_0"
13-0"
13'-0"
13'-0"
13'-0"
13'-0"
.032
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
15'-3"
.040
17.1„
17'-1"
17'_1"
17.1"
17'_1"
17'_1"
30
.020
9'-3"
9'-3"
9'-3"
9'_3"
9,_3„
9'_3,
.024
10'-6'
10'-6'
10'-6'
10'-6'
10'-6'
10'-6'
.032
12'-6"
12'-6"
12'-6"
12'_6"
12'-6"
12'_6"
.040
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
14'-0"
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/232007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 & 30 Psf
DURALUM PRODUCTS, INC.
4 OF 29
ER-
-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
IZ. WIND _
8269 ALPINE AVE., SACRAMENTO, CA __ 109 No. GF07-W4
REVISED BY: K.K. & D.P.
-
90,R 0 & 110 MPH
(916) 452-7021 FAX 4031519 salesQduraluuralum.com
RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C
6 5" ALUM. ALLOY 3004H36 3" 6.5" 3.0" 8 0"
2" Imo— OR EQUAL I -r MAX. 2" Imo_ , I
*SEE NOTE BELOW
ALUM. ALLOY 30041136 .042"
ALUM. ALLOY 3004-1136�[�
024" 024„ OR EQUAL
OR EQUAL E'042" —� .032"
*SEE NOTE BELOW
2 x 6 1/2" RAFTER m DBL. 2 x 6 1/2" RAFTERm
3 x 8" RAFTER
m L)) 90 MPH 100 MPH 110 MPH L.L.= "T' �' 90 MPH 100 MPH 110 MPH L.L.= "T' m �' 90 MPH 100 MPH 110 MPH
o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) Q o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) uo,
o EXP. B1 EXP.0 EXP. B EXP.0 EXP. B EXP.0
.024
16" 14'-4" 13'-0" 13'-0" 11'-8 .024 .042 " 12'-10" 11'-4" 16" 20'-3" 18'-4" 18'-4" 16'-6" 18'-1" 16'-0" 16" 28'-2" 25'_7" 25'-7" 22'-6" 25'-2" 21'-2"
24" 11'-8" 10'-7" 10,_7" 9'-6" 10,_4„ 9'-3" 10 24" 16-6" 15'-0" 15'-0" 13'-6" 14'-5" 13'-1" 10 24„ 23'_0" 20'-10" 20'-10" 18'-9" 20'-6" 18'_2"
16" 19'-1" 17'-4" 17,,4" 16-6" 17,_1„ 15'_4„ 16" 27'-0" 24'-6" 24'_6" 22'_0" 24'-2" 21'-4„
10 .032 .032
24" 15'-6" 14'-2" 14,_2" 12'-8" 13'-11" 12'-3" 24" 22'-0" 20'-0" 20,_0" 18'_0„ 19'-8" 17'-4„
.042 16" 26,_4„ 23,-10" 23'-10" 21'-6" 23'_0" 20'_10" 024 16 15,_2„ 15,_211 15,_2" 1514" 15'-2" 15'-2" 042 16 21,_0„ 21,_0„ 21'-0" 21,_0„ 21'-0" 21'-0"
24" 21'-6" 19'-6„ 19'-6" 17'_6" 18'-9" 17'-0" 20 24" 124" 12'-4" 12,4„ 12'-4" 12,-4" 124" 20 24" 17'-2" 17,_2" 17,_2" 17'_2" 17'_2" 17'-2"
16" 10'-8" 10'-8" 10'-8" 10,_8„ 10'-8" 10,_8„ 16" 20'-2" 20'-2" 20'-2" 20'_2" 20'-2" 20'_2"
024 1 .032 24„ 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6"
24" ' 8'-9" 8'-9" 8'-9" 8'-9" 8'-9" . 8'-9"
16" 14'-3" 1 14'-3" 14'-3" 14'-3" 14'-3" 14'-3" 16" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 12'-5" 16" 17'-3" 17'-3" 17'-3" 17'4" 17'-3" 17'-3"
20 .032.024 .042
24" 11'-8 11'_8„ 11'-8" 11'-8„ 11,_8„ 11'-8" 30 24" 10'-2" 10'-2" 10'-2„ 10,_2" 10'_2" 10,-2„ 30 24" 14'-2„ 14,_2" 14,_2„ 14,_2„ 14'-2" 14'-2"
16" 19'-8" 19'-8" 19'_8" 19'-8" 19'-8" 19,_8„ 16" 16'_7„ 16'-T' 16'-7" 16'-T' 16,-7" 16'_7„
042 24" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 16'-1" 032 13'-6" 13'-6" 13'-6" 13'-6" 13'-6"
24" 13'-6"
.024
16" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" 8'-10" * ENGINEER'S NOTE: WHERE SINGLE RA WN, DOUBLE RAFTERS WITH 3" MAX. SPACING
24" 7'-2" T-2" 7'-2" T-2" 7'-2" T-2" BETWEEN MAY BE USED AT 32" D.C. SINGLE RA SP NS ARE NOT EXCEEDED.
16" 11'-9" 11,_9„ 11'-9" 11'-9" 11,_9.1 11'-9" to
C,q�A
30 .032 24„ 9'-7" 9'-7" 9'-7" 9'-7" 9'-7" 9'-7"
16" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 'T PROJECTION
.042 ~ NO. 79 8 r O.H. SPAN
24" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3"13'-3" 3 %t7
P•
zz
TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) c �� P
O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19AZ— Zh
0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10
1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11 T WIDTH Y TRIBUTARY= _
1/2 SPAN + 0. H.
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 12
3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
4' — — — 9 9 10 10 11 1 11 12 12 13 13 14 14 14 - EQUAL TO CENTER SPAN TO CENTER SPAN
5' — — — — — 11 11 12 1 12 13 13 14 14 15 15 15
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
to, 20 a 3o sf
DURALUM PRODUCTS, INC.
6 OF 29
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
JOB NO GF07.OP4
REVISED BY: K.K. & D.P.
90, 100 & 110 MPH
(918) 452-7021 FAX 403-1519 sales@durelum.com
i
PANELFASTENERS
7
24"
24" TRI='V" PAN
L.L.= PSF 90- MPH 100 -MPH 110 -MPH
10 #10 S.M.S. #10 S.M.S. #10 S.M.S.
20 #10 S.M.S. #10 S.M.S. #12 S.M.S.
30 #12 S.M.S. #12 S.M.S. #12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
I.C.C. E.S. EVALUATION DRAWN BY: K.K.
REPORT NUMBER
DATE: 10/2312007
ER- SCALE: NONE
REVISED BY: K.K. & D.P.
90/100/110 MPH
750"
---4
.240"
075"
EXPOSURE B.& C
860"
265"
OPTIX® PRODUCTS ACRYLIC PER
12"
90- MPH
SKYLIGHT DETAIL
110- MPH
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
12" x 3 1/2"
W PANEL
PANEL ADJACENT TO SKYLIGHT PANELS
L.L.= PSF
90 -MPH
6 PANEL SPANS / 8" PANEL SPANS
100 -MPH
110 -MPH
1.0
#10 S.M.S.
t=.032"
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
8"
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
6"
#12 S.M.S.
#12 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
I.C.C. E.S. EVALUATION DRAWN BY: K.K.
REPORT NUMBER
DATE: 10/2312007
ER- SCALE: NONE
REVISED BY: K.K. & D.P.
90/100/110 MPH
750"
---4
.240"
075"
EXPOSURE B.& C
860"
265"
OPTIX® PRODUCTS ACRYLIC PER
R9.250
I.C.C. E.R. 5411 OR EQUAL
90- MPH
SKYLIGHT DETAIL
110- MPH
SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2"
#10 S.M.S.
FLAT
PANEL ADJACENT TO SKYLIGHT PANELS
20
L.L.=
6 PANEL SPANS / 8" PANEL SPANS
#12 S.M.S.
30
t=.020"
t=.024"
t=.032"
t=.040"
6"
8"
6"
8"
6"
8"
6"
8"
10
10'-2"
12'-9"
13'-4"
14'-7"
Q•' `. f✓q
20
8'-10"
10'-3"
11'-4"
12'-3"
r
~ No. • 79
8
30
T-1"
8'-4"
9'-10"
10'-8"
Exp' 3
Cn/0.� !!
USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS
C\kv
- 122 (O'1
6,00" 0"
L.L.= PSF
90- MPH
100- MPH
110- MPH
10 c
#10 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
TOM CAMBELL &ASSOCIATES, INC. LIVE LOAD= IvAllVL:VVtKSYJItMASMFLi.t7Y: SHEET
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10,20&30psf DURALUMPRODUCTS, INC . 5OF29
PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626.
ALTA LOMA, CA (951) 741-2107 90,_100 & 110 MPH
(916)4U-7621 FAX 4031519 sales@duralum.com Boa No. GFO7aer4
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136
_ 1.50
WALL
FASTENERS
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \c
ALUM. PANEL 2x 0ni
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
.01
.281"
ALUM.ALLOY
11 1 6063-T6
060" O
B
EXTRUDED HANGER CHANNEL
EXIST. EAVES, RAFTER
EXISTING EAVE—
v
EXISTING EAVE CONNECTION 22
WALL FASTENERS
SEE TABLE
.25"R .0'.
#10SMS PANEL
LOCKS
#KS OR #8 SMS
AT EA. CONTACT
.200�/�
CONTINUOUSA-RAIL
ROOF PANEL 3 (WHERE OCCURS)
r ALUM.ALLOY
6063-T6
#10 SMS @ EA. CONTACT w
WALL CONNECTION (D
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060" J III W
N
WALL FASTENERS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
C)
SEE TABLE
SPACING
q
LL=10
LL=10 LL=20 LL=30
O
>-0
LL=10 LL=20 LL=30
70
A C C
E H
H
APP
I
90
B C C
INSUR ROOF PANEL
H
J J K
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND AT 2x FASCIA
DESIGN W/ SIMPSON A35
AT WOOD STUD
16" O.C.
SPACING
AT MASONRY OR
CONCRETE
LL=10
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
70
A C C
E H
H
J J K
90
B C C
E H
H
J J K
110
D C C
G H
H
J J K
24" O.C.
2'-0"
17'-5"
9'-1"
5'-6"
Of
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
2'4"
23'-1"
zz
� ¢w
U)LU a
U_
A=1/4"0x11/2"@12"O.C.
B=3/8"0x11/2"@16"O.C.
C=3/8" 0x1 1/2"@12" O.C.
D=7/16"0x1 1/2"@12" O.C.
E=3/8"01x21/2"@16"O.C.
F=7/16"0x21/2"@16"O.C.
G=7/16" 0x2 1/2"@12" O.C.
H=3/8"0x2 1/2"@12" O.C.
J=1/4"0x11/8"@16"A.B.
K=1/4"0x11/8"@12"A.B.
EXIST. RAFTER
DRAWN BY: KK
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2" x 4"
FULL OR
16" O.C.
V-6"
14'-5'
7'-7"
4'-5"
T-0" 8'-5" 4'-4"
2'-4"
2" x 4"1'-6"
FULL OR
24" O.C.
8289 ALPINE AVE., SACRAMENTO, CA 95828
8'-2"
4'-3"
2'-5"
2'-0" 3'-9" -
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-0"
17'-5"
9'-1"
5'-6"
2"x8" FULL
24" O.C.
2'4"
23'-1"
22'-1"
13'-5"
NOTE: 10, 20 & 30 L.L.=
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8" Ox5" LAGS 3" APART VERT. AT 16" O.C.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 &
11.1.2.
#10 SMS T&B
1.880" 12" O.C.
Q�
ST
�T OOPS 1. CgMAm
!` No. 7948 r I
ExP.
10# L.L.=(2)#8 SMS EA. SIDE 2' *00
1 1/2" 20#/30#L. L.=(2)#10 SMS EA. SIDE
3/16"
8 0 STEEL
0 1/4"0 HOLES,TYP.
3/4" OR 1 1/2" 0 NOTE: PROVIDE WATER
$ D PROTECTION, METAL FLASHING
I 2x61/2" G rCAUCKJOINTSANDSLOPE
I 5" MIN. OR 6' ° I TO DRAIN.
I
RAFTER TYPICAL BRACKET AT EVERY 2x
— 1 1/4"
/4" OR 1 1/2" MAX. DIST.
-------------- \ TO FIRST POST
COVER SUPPORT
BEAM OR WALL
EAVE LENGTH 12'.0•
"L" MAX.
2-#20x3" WD. SCREWS L.L.=20 ace OR 2x8 LEDGER
& 30 PSF
2-#14x2 3/4" WD. SCREWS ALL RAFTER
OTHER DESIGN LOADS. (3)-#1 x31/2" W.S.7 )4#10x1 3/4"
PATIO COVER
RAFTER TO
WALL CONNECTION O NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP,
SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET
MAY BE MOUNTED
BRACKET CONNECTION BELOW RAFTER W/
4/
SAME CONNECTION'S.
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10 20 & 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER-
SCALE. NONE
ALTA LOMA, CA (951) 741-2107
ATTACHMENTS
HORIZ VNND=
8289 ALPINE AVE., SACRAMENTO, CA 95828
7 OF 29
REVISED BY: K.K. 8 D.P.
90, 100& 110 MPH
(918) 452-7021 FAX 403-1519 sales@duralum.com
we No. cFo�a
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
1--3-1-2
II
,024"
3.00" SQ.
'
3.00" SQ.
"3.00"SQ. S'Q-..188
G=3SQ.xt=.250"@A. "I
}
6.5"
2OC#
SIDE
O
075"
SCUM.
O
o
H "
=4"SQ.xt=.188'11
RK
�.
7U -2M".
14"R
=5"SQ.xt--.188"
TYP. 040" ALUM.
A32"
.048"STEEL
O
.024" _
5/8" PLASTIC PLUG
.28"
O
O
3.0" 4.0" OR 5.0"
3" SQ. ALUM. POST
3" SQ. ALUM. POST
3' SQ. ALUM. POT
MAG POST
SQUARE
ALUM. ALLOY 3004-1-136
WITH SIDE PLATES OD
3" SQ. ALUM. POST
STEEL POST
ALUM. ALLOY 3004-H36
..
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
ASTM A653 SS GRADE 40
ASTM A653 RAD 40
ALUM. ALLOY 6063-T6
J�
ALUM. ALLOY 3.00" OR
6063-T5
2.0"
1.375"
q7/16"OHOLE •56" 2FLANGES
2 1/8" APART
0 .75"
2.5"
No. 79 8 � '
4WASH.
ASTM A653 SS GRADE 40 STEEL 1.125"
75" 75" BASE FLARES
;,F s
0
1.60"
157" TO WNDE EA.
TYP - -- - SIDE OF FLANGES
[. -,c k P0
�M
TE 090" TYP.
USE FOR 3" 175
POST ONLY 5.50"
�R c
1%" x 5/16" x 5}Y2' WHEN USING
11-7/16"0 HOLE
IN 110 MPH WIND AREA
2- 5/16"P} HOLES &TYP8"8. HOLES
SIDE
2
.070" BRACKET FOR 3" POSTS
ALUM "T" BRACKET
STEEL "T" BRACKET 5
T=.060" TYP.
•
(3)-3/8" LAG SCREWS OR
- 6„
(4 -1/4" LAG SCREWS
2 1/e„ 21/8„ "T' BRACKET,
(2.5" PENE. INTO WALL)
3M 7/8" @ 3"SQ. POST W/
3"
—
1 SIDE OF POST OR 3" SQ. ALUM POST
—\
6„
_-o
I
0 2„ L.
1/4" M.B. THROUGH
1 POST
I
_
3"
w _�
7 GA. PL. (.18")
I
11/16"0 ROD 3/16' 1/8" 2
I
1040 STL.
AUGER PARTS PAINTED 20„ 20"
3°
"RUST-0-LEUM" OR EUAL 3"3" B
OR HO DIPPED GALVANIZED (1)-11/4" 0 M
DBRACKET: x 7 GA. STL.
OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36
ALUM. ALLOY
4" DIA. 9 GA..
6063-T5
3" x 8" ALUM. RAFT. BRACKET
9N1 6N7 GA.
ASTM A-36 HELIX 3/16"
3" X 8" ALUM. HEADER
RAFTER BRACKET
6'• STEEL PLATE
SINGLE PASS WELDED NOTE: _ ASTM A36
AUGER ANCHOR MAY BE USED WITH AUGER PARTS PAINTED
3"SQ. ALUM. POST "RUST-O-LEUM" OR EQUAL
ONLY. OROR T DIPPED GALVANIZED
"H" BRACKET
NOTE: CTROPL TED
STEEL FOOTINGS AND AUGER ANCHOR TO BE SINGLE PASS WELDED
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
.STEEL FOOTING O
SEE CONC. SLAB POST SPACING TABLE FOR SPACING.
I.C.C. E.S. EVALUATION -
DRAWN BY: K.K.
TOM CAMBELL &ASSOCIATES, INC.
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: SHEET
REPORT NUMBER
DATE: 101232007
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/ 10, 20 8, 30 s( DURALUM PRODUCTS, INC.
P 8 OF 29
POST TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
ER-
REVISED BY: KK. 8 D.P.
ALTA LOMA. CA (951) 741-2107
. g0, 100 8 110 MPH (916) 452-7021 FAX 403.1519 salssQduralum.com .108 NO GF07-0B]0
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
'
COLUMN
ALUM.'T'BRACKET USE WITH
POST TYPE B,C,D, OR E.
STEEL POST ONLY:
SHEET
REPORT NUMBER
"T" BRACKET
STEEL.R'BRACKET USE WITH
POST TYPE B,C,D,E,F,G.H,J OR K
i I USE POST TYPE
1 i F, G, H, J OR K
(3)-5l8"OBOLTS
FOR POST TYPE J
@ 3"SQ. POST W/
SMS EA.
3 -SQ. POST ALUM.'T"BRACKET:
ER-
I I
1 I
415,.
AND EMBEDMENT
SIDE OF POST OR
USE (2)-114'0 x 3 3/4- HILTI
KWIK BOLTS OR EQUAL
jos No. GFo7as�a
I I
1/2 DEPTH OF I I
2 1/2'OBOLTS I
_.!_ 16"INSERT
FOR ALL OTHER
1/4" M.B. THROUGH
POST
SEE NOTES BELOW STEEL'1'BRACKET:
USE (2)-3/8"9 HILTI KWIK
(918) 452-7021 FAX 403-1519 sales@Curalum.com
FOOTING OR I I
I I
12" MIN. EMBD. I I
I x.188'
CONDITIONS 4,5"
ASTM A36
(2)-1/4"0 HILTI "KWIK'*
BOLTS OR EQUAL
1
STEEL
41
YPOST(2)-#12
BOLTS, OR EQUAL, EACH
I I ;:
T.O.C..r _LLI
BRACKET TO SLAB. (`PER
i0"SQ.BASE P T.
ICC E.R.4627, EMBEDED
2 1/2" MIN., & APPROVED
d
F W
LL
12"SQ.BASE PLT
FOR 325# PULL OUT)
42
w w
18"SQ.BASE PLT
DEPTH a
� x
3/16" ATM A36 STEEL
SLAB SHALL BE IN
v POURED CONCRETE
,�;'�• H �
r
GOOD CONDITION
FOOTING SEE NOTE�a.
wo
(STL.)
'
(1)-1/2" OM.8.
OR FQLUTED
3 1/2" MIN.
FOR SIZE
SEE FOOTING
x9" LONG, 1" SQUARE
OR 4" SQ. POST (STL.)
SCHEDULE SQUARJ
FROM END SEE FIGS.
INSERT
OF POST SCHED.
SQUARE POST EMBED.
PL.1/2"7HK.
EXISTING SLAB O7
3" SQ. POSTS TO CONC. FOOTING
O
INTO FOOTING O
1 1/2" 7 1 1/2"
1 1/2" 9" 11/2"
2„ 14" 2„
WELDED STEEL BASE PLATE CO
ATTACHED
ATTACHED ONLY
NOTES:
BASE PLATE SCHEDULE
ALTERNATE
FTG.
FOOTING &ANCHOR BOLTS
PLT. SIZE MAYBE USED WITH POST TYPE, SEE SHT.
1. DO NOT USE ALUM. 'T'
10"SQ.x1/Z" B, C, F, G
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
CUBE SIZE SQ. 18" DEEP 'CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
12"SQx1/2" B, C. D, F, G, & H
18" 18" SQ. 12"
BOLTS
18'SQ.xl/2" B, C. D, F. G. & H
20" 21" SQ. 12"
23"& 24" CUBE
(2)-1/2"0 PULL-OUT=
31/2"
625# MAX. EACH
INSTALL WASHER PLATE, 2" X
" X 0'-5 " AT STEEL "T'
OPACKET.
22" 25" SQ. 16"
25" - 30" CUBE
(4)-1/2"0 PULL-OUT=
625# MAX. EACH
3 1/2"
24" 28" SQ. 20"
31"-34"CUBE
(4)8/65#MAXLECH
4" `
FREESTANDING
26"
32" SQ. 23"
3. POST TYPE F
DO NOT USE STEEL'T'
BRACKET W/ 7" I -BEAM.
BASE PLATE ANCHOR
28" 35" SO. 25"
35"- 39" CUBE
(4}314"0 PULL-OUT=1375# MAX. EACHLL. EAC
g"
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE
30"
39" SQ. 28"
Q�OFESS�
�, `'`q e 'Y�F2
/jy1
� �
®
32" 43" SQ. 30'
40"- 42" CUBE
(4)-1"0 PULL-0UT=
1835# MAX. EACH
6"
10"x10"x 1/2"
(4)- 3/4"0 x 8" EMBEDMENT
HILTI SS KWIK BOLT -11
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1875# EA.
34" 47" SQ. 32"
NOTES: BOLTS SHALL BEHILTISS KWIK BOLT -II
OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER
I.C.C. EVALUATION SERVICE INC., ER #4627
36" 51" SQ. 34„
38" 55" SQ. 37"
12"X12" X 1/2"
(4)- 1"0 x 9" EMBEDMENT
HILTI SS KWIK BOLT
40"
60" SQ. 39"
C°� t•
No. ' 7948 r m
-II
PER I.C.C. E.S. #4627,
42" 64" SQ. 41"
;7
PULL-OUT VALUE=1995# EA.
7`,n
"L'
'CUBE FOOTING W/ 3 1/2" SLAB
v-j�sJ CIVIL
18"x18"x 1/2"
(4)- 1 x 6" EMBEDMENT
Q'
HILTI SS KWIKBOLT-II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE= 3740# EA.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE 10/232007
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
9 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND=
8289 ALPINE AVE., SACRAMENTO, CA 95826
jos No. GFo7as�a
REVISED BY: KK & D.P.
g0, 100 & 110 MPH
(918) 452-7021 FAX 403-1519 sales@Curalum.com
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61"
GUTTER EXT. CLIP
GUTTER EXT. CLIP..
3.00" SQ.
2.00"
1,79'
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
SPLICE WHERE
OCCURS
�1 •0�'�_
-
cry -
in .--
.73" 2.
2.19"
2.08"
4
z.041,
065"
a.s'
2.04" 0651
TYP
4.6"
.075••
TYP
I
14"R
TYP. .048"
�
2.93"1L,
�57"
TYP.
3.0•
.28..
a.oaoo"
2.7'
ASTM A653 SS GRADE 40
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36 A
ALUM. ALLOY
O
ALUM. ALLOY
6063-T6
O
ALUM. ALLOY
6063-T6
O
O
6.5" RO6063-T6
LLFORMED
4.5" GUTTER
MAG. GUTTER
MAG BEAM
3" SQ. STEEL BEAM
4 �
y--�-� 3.0"
I_ 3
.
Q�OFESS q,
1. Cq�AV
I� MAX.s"
X
2"
I�
—I
SPLICE7 I�t�,0
WH RE 4'
OCCURS
070°
rrP. I
SPLICE CU RE
�ccURs —110°
Pg �
/� C•� ���
(�qq
3 P .,I
~ No. ^7 48 . r �!'
,I
n
—�
032"
—a — .042„
8.0"
—1-
TYP.
Exp. 31
b
ALU M'. ALLOY
°
d CNIL
QF
ALUM. ALLOY 3004-H36
ALUM. ALLOY 3004H36
OR EQUAL
6063-T6
t O
ALUM. ALLOY
O
OR EQUAL
1
J
O
4",1=BEAM:>
,6063-T6
7 I -BEAM
I �� d�
DBL. 2 x 6.5
BEAM
-3 x 8 BEAM
ALTERNATE STEEL
C -BEAM FOR ALUM. I -BEAMS
r -- �,
M
�- AX.
6„
.625"
4" I -BEAM =
7"x 2 3/4" x 16 GA. STEEL C -BEAM
--a► v .042"
8..
,042"
T=14 GA.
7" I -BEAM =
12"x 3 1/4" x 12 GA. STEEL C -BEAM
(
7.875' ASTM A653 GRADE 50
ALUM. ALLOY 3004H36
OR ALUM.
�-
ALUM. ALLOY 3004-H36
OR EQUAL
p A
IVO'
2.875" I O
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
3 x 8 BEAM
STEELINSERT
I:C.C: E.S. EVALUATION 'DRAWN BY: KK
• REPORT NUMBER DATE: 10232007
TOM CAMBELL & ASSOCIATES, INC.
COMMERCIAL ANDFRESIDENTIAL STRUCTURAL ENGINEERING
LIVE LOAD =
10, 20 8'30 psf
PATIO COVER SYSTEM AS MFG. BY: SHEET
DURALUM PRODUCTS: INC. 10 OF 29
_
ER-'. " SCALE: NONE .
"' REVISED BY: K.K.8 D.P.`; .. -
_ _ _
BEAM TYPES HORIZ. WIND =
ALTA LOMA, CA (951) 741-2107
; � _ - _ . 90 , 100 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
a
(916) 452-7021' FAX 403-1519 salest�duralum.com �o NO GFO -0W4 '
SPLICE DETAILS 11
BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
3„ 91, 1 3„ 1.5'- 1111.1 24"8„ 1"1
I
#10 S.M.S. II #12 S.M.S. II
(8 TOT TYP. THICKNESS =.035' (24 TOT TYP. THICKNELSS =.— 11035"
(2)#10 S.M.SEA.
VALLEY, TY�
6.38"
II II
t t t tt -i- t �� + t tt
-
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
IE-__
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
Ll
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
NOTCH I -BEAM FLANGE
- ROLLFORMED & EXTRUDED FASCIAS
AS NEEDED TOSPLICES
I -BEAM ALUM ALLOY I I SQ. OSTCON ECT4WEB
3E USED. (606146) ALTERNATE TO POST W/(2) -1/2"O
TL. C -BEAM THRU-BOLTS
NOTE: IF SPLICE OCCURS AT ALTERNATE
3:, �
INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE
TOTAL= (8)-1/2"0 BOLTS
OF WEB) MAY
SPLICE WHERE 4"
OCCURS
—.070"~
TYP.
Q
No
€ EXp
SQ. POST
•ES$f /.
CqA�°� BEAM TO POST CONN.
^79 8
3 t
.....................................................
1.00"
o
2.00"�
............. ................................. ---.... . ...............
o o
° °
ALUM. ALLOY
6063-T616"
1 "
��
#12 METAL BACKED,
NEOPRENE WASHERED
m TEK SCREWS @ 8110.C.
W. STAGGER IN BEAM
4" I -BEAM
FLANGE
"Ti ROOF PANEL
3E USED.
T-0"
MOMENT C -SPLICE
NOTE: IF SPLICE
OCCURS AT ALTERNATE
INTERIOR BAYS, A SINGLE
12" SIMPLE C -SPLICE (ONE SIDE
OF WEB) MAY
4„
— — — — — —
4'x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
7'x4" ALUM. "I" BM. TO BRACKET
...........................................= ..........
............................. ................... .......................
1.25"
0
o O
SPLICE WHERE —'
OCCURS
4.5"
14-41 2- 3/8"0 M.B. THRU STL. 'T'
it — BRACKET TO POST.
TYP.Ll
O O
POST, SEE SCHEDULE
,
ALTERNATE BEAM TO POST CONN.
......................................................................................................................................
ALUM.
ALLOY
16" 1"
6063-T6
7" I -BEAM
T-0,
MOMENT C
-SPLICE
I.C.C. E.S. EVALUATION
REPORT NUMBER
ER-
DRAWN BY: K.K.
DATE: 10/23r2007
SCALE: NONE
REVISED BY: K.K. 8 D.P.
TOM CAMBELL & ASSOCIATES, INC.
COMMERCIALAND RESIDENTIAL STRUCTURAL ENGINEERING
ALTA LOMA, CA (951) 741-2107
BEAM
SPLICE DETAILS
LIVE Lono=
10, 20 830 pst
H0 20 WIND =
9 , 1 0 8 110 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DU ALUM PRO SACRAMENTO, CA 95828
(916) 452-7021 FAX 403-1519 sales@duralum.com
SHEET
11 OF 29
11 NO. GFW-0874
TUBE TO RAFTER
17
No, 79 8
Exp.3 31
C i�,
I.C.C. E.S. EVALUATION [DRAWN BY: K.K TOM CAMBELL & ASSOCIATES, INC. BEAM40POST
DATE: 10232OD7REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ER-" SCALE: NONE ALTA LOMA, CA (951) 741-2107 ATTACHMENT
REVISED BY: K.K. & D.P.
L (4) - #8 x 3/4" TEK SCREWS
BEAM TO
POST CONNECTION DETAILS
"U" BRACKET RAFTER TO BEAM
1$
-
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
SHEET
10, 20 & 30 psf DURALUM PRODUCTS, INC.
12 OF 29
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
JOBGF07-0670
OPTIONAL DECORATIVE FASCIA
-
(WOOD. ALUM. OR HARDBORD)
3" X 8" x.042" BEAM,
3"SQ. SAM L OR
\)-#10 S.M.S. EA. SIDE (4) -TOT.
#10 S.M.S. TOP & BOTT. (2) -TOT.
2412 x 12" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
#10 x 1/2" S.M.S. TOP
F�
ALTERNATE: 1/4"0 BOLT W/ WASHER
& BOTT. (2) -TOT.
1 1/4"
EA. SIDE OF 3" SQ. POST
ROOF PANEL
4" 61/2"
I + I
j O
1.10"
ROLLFORMED OR
EXTRUDED GUTTER
.75
I�
a
I
I'S0'
(4)-#14 SDS @ EA. SIDE
FASCIA
ALUM. BRACKETX
+:�
L — _
3"SQ.POST
TOP & BOTT. TOT.=16
#10 S.M.S. @12"O.C.
2.35"
I
2„
6 1/2"x2"x
.024"RAFTER l
2410 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST (4 -TOTAL)
ALTERNATE
t
1r4"0SQ. P LT W/ WASHER
EA. SIDE OF3"SQ.POST
RAFTER TAIL TO GUTTER 15
"TAIL"
3" X 3" ALUM. OR
STEEL POST
OR 240"
3" SQ. POST
1
3.125" FOR 3 x RAFTER
GUTTER FASCIA
H - BRACKET TO POST
2.125" FOR 2 x RAFTER
MAG BEAM
3"SQ. STL. BEAM
3" SQ. POST
13
ALUM. ALLOY 3003-1-124
ALUM. ALLOY 3003-1-124
1.5011 1.50"
1 1/2"
t = .040" 6063-T6
28'
�
�1
3
�-
r1
28"
�
211
�
211
t = .040" 3004-H36 ALUM.
4 .018,
rG(4) 018'
P
T
I¢
- #8 x 3/4" TER SCREWS
BRACKET TO RAFTER
2"x3" LATTICE TUBE
1 1/2" SQ. ORE P2
IQ
41/2" MIN.
2" LATT
r
O -
x 2 "SMS, 2 1/2"
Q
O
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
Q`� Cq
O
@ 3"O.C. MIN. UP TO 7"O.C. MAX.°
t� s
2.750"
TUBE TO RAFTER
17
No, 79 8
Exp.3 31
C i�,
I.C.C. E.S. EVALUATION [DRAWN BY: K.K TOM CAMBELL & ASSOCIATES, INC. BEAM40POST
DATE: 10232OD7REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ER-" SCALE: NONE ALTA LOMA, CA (951) 741-2107 ATTACHMENT
REVISED BY: K.K. & D.P.
L (4) - #8 x 3/4" TEK SCREWS
BRACKET TO BEAM
"U" BRACKET RAFTER TO BEAM
1$
-
LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY:
SHEET
10, 20 & 30 psf DURALUM PRODUCTS, INC.
12 OF 29
HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826
JOBGF07-0670
90, 100 & 110 MPH (916) 452-7021 FAX 4031519 sales@duralum.com
-
DOUBLE RAFTER CONNECTION DETAILS I LATTICE BEAM TO POST CONNECTION
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 -TOT.)
3"x 3"STL.POST (24")' ALTERNATE :
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST COLUMN I(2)-3"x8"HEAD
FOR FREESTANDING
_I_t (2)-1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. C19)
#8 S.M.S. EACH SIDE
r- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
• ALTERNATE: 1/2" BOLT
ALTERNATE:
2)- #10 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4 -TOTAL)
ALTERNATE:
ALTERNATE: (2)- 2x6.5" OR (2)-3"x8" HEADER
3"x3"x0.024" (1) - 1/2" BOLT OR
CONNECTOR (2)- #10 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN 20
SCREWS
/BEAM SPLICE TO
,, OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
POST. NOT PERMITTED PLUG WHERE
@ 2 -POST UNITS SCREW IS INSIDE
5" 5" #14 SMS MA)
- -- - --- -- - - BE USE AS
3.5" 3.5" ALTERNATE -
1/4"Q1 BOLTS
3.5" 3.5"
--- -- 8" BEAM
5 ) 5'
OR �2 I
6414 SMS EA.
SIDE I I 6 1/2" SIDEPLATE EA.
#14 SMS EA. SIDESIDE SEE POST SCHED.
TOP, MID HEIGHT
I
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULE 21
❑3" SQ. x .024" + (2)-2" x 6 1/2" x .024"3" SQ, x .024" + (2)-2" x 6 1/2" x .032"
1 W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXIST.
J
Zy 2"x6" LEDGER (EXIST.)
U)
w _ 3/8" LAG SCREW
E STUCCO OR EQUAL
PENE.INTO WOOD FRAMING
EXIST. STUCCO / LEDGER ATTACHMENT DETAI
I.C.C. E.S. EVALUATION DRAWN BY: KK TOM CAMBELL & ASSOCIATES, INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER DATE: 10/23a 007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10.20 & 30 p- DURALUM PRODUCTS, INC. SHEET
SCALE NONE CONNECTIONS HORIZ. WIND = 8269 ALPINEAVE., SACRAMENTO, CA 95626 13 OF 29 (916)452-7021 FAX403-1519 sales@duralum.com ER- REVISED BY: K.K. & D.P. UALTA LOMA, CA (951) 741-2107 90. 100 & 110 MPH JOB NO. GF07m74
no
��
MAX.COL.
SPACING
ON SLAB
6.5" ROLLFORM
MAX.POST
SPACINGPOST
FREESTAND
ATTACHED
FTG•
(IN.)
TYPE
FTG.
(IN-)
POST
TYPE
4'
17'-0"
14'-6"
28
F
22
B
5'
13'-7"
13'-0"
28
F
23
B
6'
11'-4"
11'-10"
26
F
23
B
7'
9'-8"
11'-0"
26
G
24
B
8'
8'-6"
10'-3"
26
G
24
B
9'
7'-7"
9'-8"
26
G
25
B
10'
6'-9"
9'-2"
26
G
25
B
11'
6'-2"
8'-9"
26
G
26
B
12' 5-4-
13'1 5'-2"
14' 4'-10"
15' 4'-6"
a==
MAG GUTTER
MAX.POST
mmm
ATTACHED
SPACING
omm
FTC''
(IN.)
FTG
MIN.
28
F
POST
B
OISI
POST F MAX HT.= 8'
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
4" I -BEAM
MAG GUTTER
MAX.POST
FREESTAND
ATTACHED
SPACING
FTC''
FTC''
(IN.)
FTG
MIN.
28
F
POST
B
OISI
28
(IN.)
TYPE
(IN.)
TYPE
28
33
G
24
B
8'-10"
G
24
B
10'-8"
18' -o,:" -G
28
25
25
B
17'-1"
G
25
B
9'-6"
16'-8"
28
G
26
B
15'-7"
G
26
B
9'-0"
15'-5"
28
G
27
B
14'-5"
H
28
B
8'-4"
28
28
G
27
B
28
H
28
B
T-10"
28
28
G
28
B
12'-9
H
29
B
7'-4"
12'-1
28
G
2s
B
12'-1"
H
29
B
7'-0"
12'-3"
28
G
29
B
11'-6"
26
G
29
B
,,-'1v-o
1,-0„3"
31.
28
H
30
B
10'-7"
28
H
30
B
10'-6"
28
H
30
B
9'-10"
10"-2"
28
H
31
B
28
H
31
B
9'-7"
28
H
31
B
9'-2"-'
33
H
31
B
8'-10"
33
H
321
B
4.5" /
MAG GUTTER
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG,
(IN.)
MOST
TYPE
FTC''
(IN.)
POST
TYPE
15-2"
28
F
22
B
13'-6"
28
F
23
B
12'4"
28
F
24
B
11'-5"
26
G
24
B
10'-8"
26
G
25
B
10'-1"
26
G
25
B
9'-6"
26
G
26
B
9'-2"
26
G
26
B
MAG BEAM
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MOST
TYPE
FTC''
(IN.)
POST
TYPE
14'-0"
28
F
22
B
13'-0"
28
F
23
B
12'-3"
28
F
24
B
11'-8"
26
G
25
B
11'-1"
26
G
25
B
10'-5"
26
G
26
B
9'-10"
26
G
26
B
9'-5"
26
G
27
B
9'-0"
26
G
27
B
8'-8"
28
H
28
B
8'-4"
28
H
28
B
8'-1"
28
H
28
B
T-10"
28
H
29
B
T-7"
28
H
29
B
7'-4"
28
H
29
B
7'-2"
33
H
29
B
7'-0"
33
H
1 30
B
3" SQ. STEEL
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
16-2"
28
F
22
B
14'-1"
28
F
23
B
13'-3"
28
F
24
B
12'-7"
28
G
25
B
12'-0"
26
G
26
B
11'-7"
26
G
27
B
11'-2"
26
G
27
B
10'-10"
26
G
28
B
10'-6"
26
G
28
B
10'-3"
28
H
29
B
10'-0"
28
H
29
B
9'-9"
28
H
30
B
9'-6"
28
H
30
B
9'-4"
28
H
31
B
9'-2"
28
H
31
B
9'-0"
33
H
32
B
8'-10"
32
B
FOOTNOTE: "SAMPLE"CD
C
FIGURE INDICATES EXPOSURE B VA No. 79 8
FIGURE INDICATES EXPOSURE C
7k EXID. 91Ri 7)
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. C til
I � ��l1Cnw►
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVELOAD =
PATIO COVER SYSTEM AS M SHEET
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 st
P
I
DURALUM PRODUCTS, INC.
14 OF 29
1
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 Joe NO. Gcmw74
REVISED BY: KK & D.P.
10 a LL 90 MPH
90,100 & 110 MPH
(916) 452.7021 FAX 403-1519 sales@duralum.com
10#
L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
7" I -BEAM
DBL. 3"x8"x.042"BEAM
DBL.OR
3"x8" BEAMw/INSERT
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
35x8"BEAMEAM
DURALUM PRODUCTS, INC.
1(916)462-7021
SHEET
p z m
FI= -
pp
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
pp
U-�
(Lz
SPACING
SPACING
SPACING
FOR DBLPOST
SPACING
FOR 3" x 8"
SPACING
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG.MIN.
r
g m p
(IN.)
POST
TYPE
( IN)
POST
TYPE
( IN.)
TYPE
(IN.)
POST.
TYPE
2" x 6.5x.032"
BEAM
(IN.)
ST
TYPE
(IN•)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
1—
4'
17'-0"
35'-5"
33
G
28
B
20'-1"
33
G
24
B
13'-7"
>14'-2.'__
4'-2"
28
F
22
B
26'-1
33
G
27
B
4'
13'-0"
13'-6"
25 -10"
29'-8"
33
G
30
B/
17'-17'-2„
28
G
25
B
12'-1"
12'-s"
28
F
22
B
24'-1"
33
G
28
B
5'
13'-7"
28'-4"
E
11'-8"
12'-2"
3'-0"
5'
6'
11-4"
27'-1"
33
G
31
B/
16'-4"
28
G
26
B
11'-1"
11'-6"
26
F
23
B
21'-1
33
G
29
6�
5'-10"
E
5'-8"
10'-7"
1 VA..
21'-0"
C
33
G
31
B
/E
15'-2"
28
G
27
B
10'-3"
10'-9"
26
G
24
B
20'-4"
33
G
29
B
/C
7�
7'
9'-8"
23-11"
14'-6"
9'-10"
10'-3"
19'-5"
8'
8'-6„
23'-5"
33
G
32
B
/E
14'-2"
28
G
27
B
9'-8"
10'-0"
26
G
24
B
19'-O"
33
G
30
B
/E
g�
22'-4"
13'-6"
9'-2"
9'-7"
1 -2'
9'
7'-7"
22'-1"
33
G
33
E/
13'-4"
28
G
28
B
9'-1"
9'-5"
26
G
25
B
17'-1 "
28
G
31
B
/E
9'
F
8'-8"
9'-1"
17'-2"
10'
6'-9„
21'-0"
33
G
33
E�
12-82
28
G
28
B
8'-7"
9 -0
26
G
25
B
17'-0"
28
G
31
B/E
10'
, „
-1"
, „
11
6,_2,.
20'-0"
33
G
34
E
12-1'
28
G
29
B
8'-2"
s'-7"
26
G
26
B
16'-3"
28
G
32
B
/E
11'
19'-1"
11'-6"
7'-10"15'-6"
12'
5'-8"
19-2
33
G
34
E/
11'-7"
26
G
29
B
7'-10"
8'-2"
26
G
26
B
15'-6"
28
G
32
12'
1'-1"
7'-6"
7'- 0"
14'-10"
E
13'
6-2"
18'- �
33
H
35
E�
28
H
29
B
7'-6"7
7'-107
28
H
26
B
14'-14,-3"
28
H
33
�E
13'
7„
10'-8"
2
6
14'
4'-10"
17'-9",
28
H
35
E
10
28
H
30
B
7'-3"6'-11"
7 7
28
H
27
B
14' 8'-9"
28
H
33
BE
14'
„
7'-3"
15'
17'-2"
28
H
36
�
10'-4"
28
H
30
B
7'-0"
7'-a"
28
H
27
B
13'-1
28
H
33
B
15'
4'-6"
16'-4"
F
9 -10"
6'-8"
7'-0"
13'-3
/E
16'
4'-3"
28
H
36
F
10'-0"
28
H
31
B
6'-10"
7'-1"
28
H
27
B
13'-5"
28
H
34
B
16'
�_ 01
9'-7"
6'-6"
6'-9"
2'-10'
17'
4'-0"
16'-1"
28
H
36
F
9
"_9"
28
H
31
B
6'-7"
6'-10"
28
F"
27
B
13'-0" „
28
f"
34
B
/E
17'
15'-4"
-3"
6'-4
6'-7"
12 -5
18'
3'-9"
28
H
37
F
9 -5
28
H
31
B
6'-5"
6'-8"
28
H
28
B
12'-8"
28
H
34
B
/E
18'
9 0'
6'-2"
,-'6'-4"
12 -2'
19'
33
H
37
F
9 0
33
H
31
B
6'-3"
6'-6"
33
H
28
B
12'-4"
33
H
35
B
19
3'-7"
14-6"
8'-9"
5'-11"
6'-2"
11 -9"
/E
20'
14'-114-2„
33
H
37
F
9'-o"$
33
H
32
B
6'-1"5'-10"
6,„6
33
H
28
B
12'-01
33
20'
3,�„
7
1
6
E
POST F MAX HT.= 8
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE”
FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. ) 2I2,c,� 1
~ No. 3 94
Exp.3 3
S C L
c.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD=
PATIO COVER SYSTEM AS
REPORT NUMBER
DATE: 10123/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20830 ps(
DURALUM PRODUCTS, INC.
1(916)462-7021
SHEET
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107
ANDATTACHED
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
roe OF 29
REVISED BY: K.K. 8 D.P.
10 # L.L 90 MPH
90, 100 8 110 MPH
FAX 403.1519 sales@duralum.com
mama
10# L.L. 100 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
TO CAMBELL &ASSOCIATES, INC.
SOLID
6.5" ROLLFORM
4" I -BEAM
HEET
4.5" /
MAG GUTTER
MAG BEAM
POSTSPACING TABLE
FREESTANDING
Y SQ. STEEL
BEAM
}
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95626
08 NG GFD][G
REVISED BY: KK & D.P.
o
= H
mo
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
SPACING SLAB
SPACING
SPACING
SPACING
SPACING
SPACINGFTG
FTG
MIN.
�G
MIN.
FTG
MIN.
FTG
MIN.
FTGPOST
MIN.
FTG
M{N.
FTG
MIN.
MIN.
FTG
MIN.
(IN.)
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST.
TYPE
(IN.)
POSTPOST
TYPE
(IN.)
TYPE
7TGMIN.
PE
(IN. )
POST
TYPE
IN.
( )
POST
TYPE
IN.
( )
POST
TYPE
4'
17'-0"
13'-11"
30
G
22
g7,2„
35
G
24
B
15'-2"
28
G
22
B
14'-0"
30
G
22
B
15'-2"
30
G
22
B
5'
13'-7"
12'-5"
30
G
23
B
1T-1"
30
G
25
B
13'-6"
28
G
23
B
30
G
23
B
,4'_1
30
G
23
B
, „
15'-4"
12'-1"
1
6'
11'-4"
11'-4"
27
G
23
g
15'-T'
30
G
26
B
12'-4"
28
G
24
B
12'-3"
30
G
24
g
13'-3"
30
G
24
B
, „
14'-0"
1' 4"
2'-4"
7'
9'-8"
10'-6"
27
G
24
g
14 13'-0.,
30
G
27
B
11'-5"
26
G
24
B
11'-8" -`
27
G
25
B
12
30
G
25
B
1'-9'
8'
8'-6"
9'-10„
27
G
24
B
13'-6'Z,-2"
30
G
27
B
10'-8"
26
G
25
B
11
27
G
25
g
27
G
26
B
9'-11"
1 2
9'
7'-7"
9'-3"
27
G
25
B
12'-9'1,_5„
30
G
28
g
10'-1"
26
G
25
B
10'-9,
27
G
26
B
i'0,
27
G
27
g
4
9„
10'
6'-9"
8'-10"
27
G
25
g
12"�0'-10'
30
G
28
B
9'-6"
26
G
26
B
9'_10,,
27
G
26
B
11'-2"
27
G
27
B
11'
6'-2"
8'-4"
27
H
26
B
11'-6'0
27
H
29
g
9'-2"
26
H
26
B
9'-5'8
27
H
27
g
10'-10,-,'
27
H
28
B
-4
-5"
12'
6-8"
11'-0"
27
H
29
g
9'-0"
27
H
27
B
10'-6" „
27
H
28
B
8'-1"
9'-9
13'
S'-2"
10, -T9'-6"
30
�"�
30
g
8'-8"7
30
H
28
B
10'- "
30
H
29
B
9
6„
14'
4'-10"
10'-3"
30
H
30
B
s'-4"
30
H
28
g
10'-0"_
30
H
29
B
"
15'
4'-T
9'-10"
30
H
30
g
8, 1„
30
H
28
B
9'-9 "
30
H
30
B
91-11.
16'
4'4"
9'-6"
30
H
31
g
T-10"
30
H
29
B
9'-6"
30
H
30
B
7'- '
-
17`
4'-0"
30
H
31
g
�„
30
H
29
B
9'-4"
30
H
31
B
8'-4'
6'-9"
8'-8"
18'
3'-9„
9'-0"
30
H
31
B
74'30
H
29
B
9'-2"
30
H
31
B
6'-7"
19'
3'-7"
35
H
31
B
35
H
29
B
9'-0"
35
H
32
B
T-10"
6 _5
8, 4„
20'
3,-4„
8'-7"
B„
35
H
32
g
7'-0"6 3
33
H
30
B
s'-10$' -
32
B
NOTE_ FOOTNOTE: "SAMPLE'
FOOTING SHOWN IN CUBIC INCHES FIGURE INDICATES EXPOSURE B`� v
WITHOUT SLAB. La FIGURE INDICATES EXPOSURE C � ~ Exp. 79 8
LLLL���JJJJ
SEE ALTERNATE FOOTING TABLES j�
SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 23 FOR FREESTANDING
/1r....
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TO CAMBELL &ASSOCIATES, INC.
SOLID
LIVE LOAD=
PATIO COVERS STEM ASM
HEET
REPORT NUMBER
DATE: 10232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTSPACING TABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
16 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95626
08 NG GFD][G
REVISED BY: KK & D.P.
10#LL 100MPH
80,100 & 110 MPH
916 452-7021 FAX 403 1519 salesQo duralum.com
1 )
n
NOTE: FOOTNOTE: "SAMPLE" CD
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �• No. 7948
Exp.
SEE ALTERNATE FOOTING TABLES *
SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. (� S�'4 C
SHT. 23 FOR FREESTANDING 1 �\`� ' �CfiCAUF�
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
7" I
LIyE LOgp =
DBL. 3"x8"x.042"BEAM
utsL•/- X 3x8"BEAM`=NIVI
3".x8" BEAMw/INSERT
DATE: tofz312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTSPACINGTABLE
FREESTANDING
r
DURALUM PRODUCTS, INC.
-BEAM
ER-
SCALE:NONE
ALTALOMA,CA (951)741.2107
AND ATTACHED
HORIZ.VNND=
}
roewo,cw7ona
a F
J
o z m
ra-
p
10 # L.L 100 MPH
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
c
FP,EE_TAND
ATTACHED
MAX.POST
FREE -STAND
ATTACHED
p
3
v - g
xQ a Z
MAX.POST
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
r
FTG
MIN.
FTG
'
MIN.
FTG
MIN.
FTG
MIN.
FTG.
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
r
O
(IN.)
POST
TYPE
(IN )
POST
TYPE
(IN.)
POST
TYPE
(IN)
POST
TYPE
2" x 6.5x032"
BEARS(IN.
)
TYPE
I
(N)
TYPE
(IN.)
TYPE
(IIS)
TYPE
4'
17'-0"
31'-6"
35
G
28
B
19'-2�
35
G
24
B
13'-�'�
13'-6'2.-2"
30
G
22
B
2523,'1„
35
G
27
B
4'
28'-5"
2
-8"
28'-j",-`5'-4"
35
G
30
B�E
17'-2'5,-4„
30
G
25
B
11'-80
12'-10
30
G
22
B
23'- o
35
G
28
B
5'
5'
13'-7"
5
10
-$
25'-13.-2"
35
G
31
B/E
15'-
30
G
26
B
10'-9"6
11'-19'-11"
27
G
23
B
21'-08'-10.
35
G
29
BjC
6'
6'
11
0
3
35
G
31
B/E
14'-63
30
G
27
B
9-101,9
10'-3"
27
G
24
B
19'-1'7
35
G
29
B�C
T
7'
9'-8"
21'-6"
0
9'-2"
5
22'-4"
G
32
B
13'-6"
30
G
27
B
9'-2"
9'-7"
27
G
24
B
18'-2"
35
G
30
B/
8'
8'
8'-6..
20'-1 '
35
/E
12'-2"
8'-3"
8'-7"
16'-3'
E
9'
7'-7"
21
35
G
33
E/
12'-9"
30
G
28
B
8'-8"7
9'-1"$
27
G
25
B
17'-1"5
30
G
31
B/
91
8'-11"
5
9
1
4
20'-0"
35
G
33
E�
12 !
30
G
28
B
8'-2"
8'-7"
27
G
25
B
30
G
31
B�/E
10'
10'
6'-9..
O'-1
,
11'
6'-2,.
19'-1"
35
�..�
34
E
11'-6"
27
H
29
B
7'-10"
8'-2" '-4"
27
H
26
B
15,-6"
30
�..�
32
B/E
11'
17'-2"
10' 4"
7'-0"
13'-1
12'
6-8"
18'-3"
35
�..�
34
E/
11'-1"11
27
H
29
B
7'-6"6
7'-107-0
27
H
26
B
14'-13;
30
H
32
B/E
12'
16'-4"
-
8
4
13'
5'-2"
17'-7"
30
H
35
E/
30
H
29
B
7'-2"6
7'-6"6
30
H
26
B
14'- 2
30
H
33
B�E
13'
F
9.6,
5
s
9
14'
4'-10"
16'-1
30
H
35
�
10'-3"2,
30
H
30
B
6'-113
7'-3"6
30
H
27
B
13' 2
30
H
33
E
14'
3
6
4
15'
16'-4'4,-6"
30
H
36
E�
9'-10"
30
H
30
B
6 -8"
7'-0"
30
H
27
B
13'-3"
30
H
33
B
/E
15'
4'-6"
-10,.
6'_0"
6 _3�,
11._1
16'
16-1 °
30
j
36
F
9'-7"
30
j
31
B
6'-6"
6 -9
30
27
B
12'-1.6
30
34
�E
16'
4'-3,.
8 7
5'-10"
6'-1"
17'
4'-0..
15'-4"
30
36
F
9.3
30
j
31
B
6'-4"
61 7
30
J
27
B
12-5'1
30
34
B�E
17'
_4
5 -8"
5'-10"
-2"
18'
15'-0'3
30
j
F
9-Og,
30
J
31
B
6'-2"5
6' 4"5-9
30
j
28
B
12'-1'0
30
J
34
B�E
18'
3'-9"
4,.
37
1,
6
1
19'-,--I3-0'
14'-6"
35
F
8 9
35
j
31
B
5'-115
6'-2"5
35
j
28
B
35
j35
B�E
19'
-
3'7"
37
-,-'7'-10'
4
7
-6"
201TA"
14'-2"
35
37
F
8'-7"
35
32
B
5'-10"
5,_3„
6'-1"
5,_5,.
35
.�
28
B
11'-s"
10'-3"
35
•�
�e
20'
NOTE: FOOTNOTE: "SAMPLE" CD
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �• No. 7948
Exp.
SEE ALTERNATE FOOTING TABLES *
SHT. 9 FOR ATTACHED & ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. (� S�'4 C
SHT. 23 FOR FREESTANDING 1 �\`� ' �CfiCAUF�
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIyE LOgp =
PATIO COVER SYSTEM AS MFG. BY:
EET
SHEET
REPORT NUMBER
DATE: tofz312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POSTSPACINGTABLE
FREESTANDING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
7
ER-
SCALE:NONE
ALTALOMA,CA (951)741.2107
AND ATTACHED
HORIZ.VNND=
8269ALPINEAVE,SACRAMENTO. CA95826
roewo,cw7ona
REVISED BY'K K & D.P.
10 # L.L 100 MPH
90,100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales®duralum.eom
10# L.L. 110 MPH FREESTANDING &ATTACHED SOLID PATIOS 12' OR LESS
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
6.5" ROLLFORM
4" I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
O
mS
0 O m
U Z :5
aaz
cn O
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAKPOST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
FAX 403-1519 sales@duralum.com
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
�G
(IN.)
MIN.
POST
TYPE
FTG
CIN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POSTPOST
TYPE
FTG.MIN.
(IN.)
TYPE
4'
17'-0"
13'-5"
32
H
22
B
18'
37
H
24
B
15'-2"
32
G
22
B
13' 12'-9"
32
H
22
B
14'-s"
32
22
B
5'
13'-7"
12'-0"
28
H
23
B
1 s' -a"
14'-10'
32
H
25
B
13'-6"
32
G
23
B
12'-� 1,
11'-10
32
H
23
B
13' 8„
12 -9"
32
H
23
B
6'
11'4"
10'-11"
28
H
23
B
15'-0"
13'-6'
32
H
26
B
12'-4"
32
G
24
B
11'-0'
28
H
24
B
2 12'-0"
32
H
24
B
7'
9'-8"
10'-2"
28
H
24
B
13-1
2 -6
32
H
27
B
11'-5"
28
G
24
B
11'-3"
0'-3'
28
H
25
B
12'-3"
11'-5
32
H
25
B
8'
8'-6"
9'-6"
28
H
24
B
13'-O>'32
H
27
B
10'-8"
28
G
25
B
10'-"9._6„
28
H
25
B
11 0'-11"
28
H
26
B
9'
7'-7"
8'-11"
28
H
25
B
12'-2"
32
H
28
B
10'-1"
28
G
25
B
10'- 9; 0
28
H
26
B
11 0'-6
28
H
27
B
10'
6'-9"
8'-6"
28
H
25
B
11 0 -s'
28
H
28
B
9'-6"
28
G
26
B
9 -5 $ -s„
28
H
26
B
1 D o. 2„
28
H
27
B
11'
1 6-2"
8'-1"
28
H
26
B
11'-0"D D..
28
H
29
B
9'-2"
28
G
26
B
9'-0" '-2"
28
H
27
B
1 o' -s' 10'
28
H
28
B
12'
10'-628
H
29
B
8'-8"
_
28
H
27
B
10'-2"
9'-6"
28
�..�
28
B
13'
10'-2"
32
J
30
B
8'-3..
7._6„
32
J
28
B
9'-11 _ ,
3'
32
J
29
B
14'
9'-10"
32
J
30
B
8'-0"
-3"
32
J
28
B
9 -8
9-1
32
29
B
15'
9'-5"
8-6
32
J
30
6
7'-9"
0"
32
J
28
B
9'-5 ,
10'
32
J
30
B
16'
s'-2"
8-3
32
31
B
7'-5"
32
J
29
B
9'- "
32
30
B
17'
8'-10"
o„
32
J
31
B
7'-3"
6'-6„
32
J
29
B
9'-1"
,_6.,
32
J
31
B
18 '
8'"7"
32
J
31
B
7'-0'
/
6'-4"
32
J
29
B
8'-11"
32
J
31
B
19'
8
37
J
31
B
6'-10'; 2
37
J
29
B
8-9 , 2..
37
J
32
B
20'
8'
37
J
32
B
6'-8"
37
30
37
32
B
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B L—J FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C
' No. 79
Exp. 3 2
GfV{L
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM A ` _ A
ET
REPORT NUMBER
DATE: 10/23/2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 Psf
DURALUM PRODUCTS, INC. —'
1(916)452-7021
18 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ VIAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
JOB "o GF07-W4
REVISED BY: K.K & D.P.
10 # L.L. 110 MPH
90,100 & 110 MPH
FAX 403-1519 sales@duralum.com
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
7" I -BEAM
DBL. 3"x8"x.042"BEAM
DBL.OR 6.5
3"x8" BEAMw/INSERT
r
3 x8.032AMEAM
}
iL(r
p z m
H
�
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
o
2
0-5
xQ a Z
MAX.POST
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
o_
FTG
MIN.
FTG
'
MIN.
FTG.
MIN
FTG
MIN.
FTG,
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
I-
g cnp
(IN.)
POST
TYPE
(IN)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
2" x 6.5x.032"
BEAM
(IN)
POST
TYPE
(IN.) ]TYPE
POST
(IN-)
POST
TYPE
(IN.)
POST
TYPE
f
4'
17'-o"
32'-5"
37
H
28
B
18'-a"
37
H
24
B
12'-4"
12'-1
32
H
22
B
24'-6"
37
H
27
B
4'
31'-6"
6'-6"
11'-3"
11'-8"
22'-2"
37
H
30
B
/E
16'-a"
32
H
25
11'- 1 "
11'-7"
28
H
22
B
21'-1
37
H
28
B
5'
5'
13'-7"
28'-4"
4'-10"
10'-0"
10'-6"
1
9'-10
6'
11,x„
27'-1°
37
H
31
Bj
14'-1 "
32
H
26
B
10'-2°
10'-7"
28
H •
23
B
20'-0°
37
H
29
�
6'
5'-10'
E
3'-6"
-2"
9'-7"
18'-1"
C
25
37
H
31
B
/E
13'-1
32
H
27
B
s'�"
9'-9„
28
H
24
B
18'-s"
37
H
29
71
7'
9'-8"
23'-11'
12'-6"
8'-6"
8'-10"
16'-9"
C
8'
8'-6"
23'-5"
37
H
32
B
12'-1 "
32
H
27
B
8'-9"
9'-2"
28
H
24
B
17'-4"
32
H
30
B/
8'
22'-4"
/E
11'-8"
7'-11"
8'-3"
5'-8'
E
9'
7'-T'
22'-11;
37
H
33
�
12'-2"-011
32
H
28
B
8'-3"7
8'-8"7
28
H
25
B
16'-4'4-s"
32
�.,.�
31
B/E
91
2
6
s
10'
6'-9..
21'-0"
37
H
33
E�
11 7o'
28
H
28
B
7'-10"
8'-2"
28
H
25
B
15'-6"
32
H
31
B/E
10'
I
01-01,
-s"
, „
11'
6'-2,.
20'-0"
37
34
E
11'-0"
'0"
28
H
29
B
7'-6"
7'-9"
28
H
26
B
14'-9"
32
H
32
B
/E
11'
19'-1"
10
6'-9"
7'-1"
13'-4"
12'
S'-8'.
19'-2"
37
34
E '
10'-7"
28
H
29
B
7'-2"
7'-6"
28
H
26
B
14'-2"
32
H
32
B
12'
18'-3"
-6"
6'-6"
6'-9"
12'-10"
13'
5'-2"
18'-4"
37
j
35
E
�
° - 9,
32
j
29
B
6'-10"
7'-2"
32
26
B
13'-7"
32
33
13'
2„
6'-3"
6'-6"
12'-4"
E
1
14'
4'-10'.
17'-9",
32
35
E�
9 9'-10"
32
j
30
B
6'-8"s
s'-115
32
j
27
B
13'-11,-10
32
j .
33
BEL18
„
o
3
15'
l7'-2;,,-'32
36
E
9'-5"
32
J
30
B
s'-5"
s'-8"
32
27
B
12'-8"
32
33
B
/E
4'-6"
16'-4"
8'-6"
6'-9"
6'-1"
11'-5"
16'
,
16'-7"
32
J
36
F
9'-2"
32
j
31
B
6'-2"
s' -s"
32
27
B
12'-3"
32
34
B
/E
4'-3
5'-10
8'-3"
5'-7"
5'-10"
17'
4'-0„
16'-11'5,-4„
32
J
36
F
32
j
31
B
s' -o"
s,-3„
32
j
27
B
11'-10,-9"
32
34
�E
0
5 5
5 -8
18'
3'-9..
15'-8"
32
37
F
8 -8
32
31
B
5'-10"
6'-1"
32
j
28
B
32
J
34
�
15'-0"10"
10 5"
E15'-2"
19'
37
F
8 a
37
j
31
B
5'-8"
5'-11"
37
j
28
B
11-s37
j
35
B/E
3'-T'
14'-6„
.�
37
7'_7„
5�_2„
5'-4"
10'-2"
20'
14--114'-2"
37
J
37
F
37
J
32
B
5'-6"5
5'-9"5
37
J
28
B
11'-9'
37
35
B
20'
3' 4"
0
3
11"
E
Q
IQ s ► CqM
FOOTNOTE: "SAMPLE"
NOTE:
FOOTING SHOWN IN CUBIC INCHES
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C C-9 ~ 79 8 r
WITHOUT
SLAB.
SEE ALTERNATE FOOTING TABLES
Ex 3
SHT. 9 FOR ATTACHED & *
SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 2 Sy CIVIL. Q'
I.C.C. E.S. EVALUATION I DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYS
DATE: 1012312007 POST SPACING TABLE SHEET
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10.20 & 30 psf DURALUM PRODUCTS, --
1(916)452-7021
SCALENONE ALTA IOMA, CA (951)741-2107 ANDATTACHED HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 19 OF 29
ER-
REVISED BY: K.K. & D.P. 10 # LL 110 MPH 90,100 & 110 MPH FAX 403-1519 sales a@duralum.com JOB NO.Qf GF07-0Q74
2*0# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS [_=XP.B&C .
r
TOM CAMBELL & ASSOCIATES, INC.
6.5" ROLLFORM
4" I -BEAM
PATIO COVER SYSTEM AS MFG. BY:
4.5 / MAG GUTTER
REPORT NUMBER
MAG BEAM
COMMERCIAL RESIDENTIAL STRUCTURAL ENGINEERING
3" SQ. STEEL
BEAM
r
Z) 0
l
p ZC°
0-5
aZ
� w O
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN•
POST
TYPE
FTG
(IN )
MIN.
POST
TYPE
FTG.
(IN)
MIN•
POST
TYPE
FTG
'
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
'
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN•
POSTPOST
TYPE
FTGMIN.
(IN-)'
TYPE
FTG
(IN)
MIN.
POST
TYPE
FTG
'
(IN-)
MIN.
POST
TYPE
4•
8'-11"
10'-4"
28
H
19
B
14'-7"
32
H
22
B
10'-10"
28
}-�
22
B
11'-6"
28
H
20
B
12'-6"
32
H
21
B
s'
7'-1"
9'-3"
28
H
20
B
13'-0"
32
H
23
B
9'4"
28
H
23
B
10'-6"
28
H
21
B
11'-7"
28
H
22
B
6'
5'-11"
8'-5"
28
H
21
B
11'-10"
28
H
23
B
8'-10"
28
H
24
B
9'-7"
28
H
22
B
10'-11"
28
H
23
B
7.
5'-1"
7'-10"
26
H
21
B
11'-0"
28
H
24
B
8'-2"
28
H
24
B
8'-10"
28
H
22
B
10'4"
28
H
23
B
81
4'-5"
7'-4"
26
H
22
B
10'-3"
28
H
24
B
7'-8"
26
H
25
B
8'-3"
28
H
23
B
9'-11"
28
H
24
B
91
3'-11"
6'-11"
28
H
22
B
9'-9"
28
H
25
B
7'-3"
28
H
25
B
7'-10"
28
H
23
B
9'-6"
28
28
H
H
25
25
B
B
10,
3'-6"
9'-3"
28
H
25
B
7'-4"
28
H
24
B
9'-3"
,V
3'-2"
8'-9"
28
J
26
B
7'-1"
28
J
24
B
8'-11"
28
J
26
B
12'
-
8'-5"
28
j
26
B
6'-9"
28
j
24
8'-8"
28
J
26
B
13'
-
g_1
32
J
27B
6'-6"
32
J
25
B
8'-5"
32
J
27
B
14'
-
T_9-
32
j
27
B
6'-3"
32
J
25
B�/E
8'-3"
32
J
27
B
15,
-
7'-6"
32
J
27
B
6'-0"
32
j
25
B�/E
8'-0"
32
j
28
B
16•
-
71-4"
32
,j
27
B
5'-10"
32
J
26
�/E
7'-10"
32
J
28
B
17,
_
7'-1"
32
J
27
B
5'-8"
32
J
26
B/
7'-8"
32
J
29
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B u FIGURE INDICATES EXPOSURE C
ADDITIONAL -FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING`SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
N0O 7,1
Exp.
12 2g0_1
I.C.C. E.S. EVALUATION
DRAWN BY: KK.
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/232007POST
COMMERCIAL RESIDENTIAL STRUCTURAL ENGINEERING
SPACING TABLE
FREESTANDING
10, 20 & 30 s(
P
DURALUM PRODUCTS, INC.
20 OF 29
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
JOB No GF07OB7C
REVISED BY: KK & D.P.
20 # L.L. 110 MPH
90,100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
20#` .L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
O
QS
I—I—
D2
f
Jim
O Z
c. -
xQ a Z
2 p p
7 I -BEAM
DBL. 3x8 x.042 BM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
3x8 BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
'
(IN.)
MIN.
POST
TYPE
FTG.
(IN•)
MIN•
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
FTG
'
(IN.) -
MIN•
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
'
(IN-)
MIN.
POST
TYPE
4'
8'-11"
23'4"
37
H
26
F
14'-4"
32
H 1
22
B
9'-9"
10'-2"
28
H
19
B
19'-4"
37
H
24
C�/E
5,
7,_1,.
21'-3"
37
H
27
F
12'-10"
32
H
22
B
8'-8"
9'-1"
28
H
20
B
17'-2"
32
H
25
C�
6'
5'-11"
19'-4"
37
H
27
F
11'-9"
28
H
23
B
7'-11"
8'-3"
28
H
21
B
15'-8"
32
H
26
C�/E
7'
5'-1"
17'-11"
32
H
28
F
10'-10"
28
H
24
B
7'-4"
7'-8"
26
H
21
B
14'-6"
32
H
26
C�/E
6'
4'-5..
16'-9"
32
H
29
F
10'-2"
28
H
24
B
6'-10"
7'-2"
26
H
22
B
13'-8"
32
H
27
E�E
9'
3'-11"
15'-10"
32
H
29
F
9'-7"
28
H
25
B
6'-6"
6'-9"
28
H
22
B
12'-10"
32
H
27
E/E
10'
3'_6
15'-0"
32
H
30
F
9'-1"
28
H
25
B
6'-2"
6'-5"
28
H
23
B
12'-2"
32
H
28
F
11'
3'-2"
14'-4"
32
J
30
F
8'-8"
28
26
B
5'-10"
6'-2"
28
J
23
B
11'-8"
28
J
28
E/
12'
-
13'4"
32
J
31
F
8'-3"
28
J
26
B
5-7"
5'-10"
28
J
23
B
11'-2"
28
J
29
F
13'
-
13'-2"
32
J
31
F
7'-11"
32
J
26
B
5'4"
5'-8"
32
J
24
B
10'4"
32
J
29
E�/F
14'
-
12'-8"
32
J
32
F
7'-8"
32
J
27
B
5-2"
5-5"
32
J
24
B
10'-3"
32
J
29
E�/F
15'
_
12'4"
32
J
32
F
7'-5"
32
J
27
B
5'-0"
5'-3"
32
J
24
B
9'-11"
32
J
30
F
16'
-
11'-10"
32
J
32
F
7'-2"
32
J
27
B
-
5'-1"
32
J
24„
B
g'_g
32
J
30
1�/F-
1T
-
11'-6”
33
J
33
F
7'-0"
32
J
-28
B
-
4'-11"
32
J
25
B
9'-4"
32
J
30
F
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --J;a FIGURE INDICATES EXPOSURE C QROFES
O
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
No. 7 48 r
NOTE: 1 3 c f
FOOTING SHOWN IN CUBIC INCHES 7� J
WITHOUT SLAB.
CN„
SEE ALTERNATE FOOTING TABLES Q`
SHT. 9 FOR ATTACHED & CAt�F
SHT. 23 FOR FREESTANDING Z
I.C.C. E.S. EVALUATION DRAWN BY: K.K. TOM CAMBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYSTEM ASM G. BY: VV
DATE: 10232007 POST SPACING TABLE SHEET
REPORT NUMBER COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING 10, 20 & 30 psf DURALUM PRODUCTS, INC. 21 OF 29
SCALE: NONE ALTA LOMA. CA (951) 741-2107 AND ATTACHED HORIZ. WIND= 8269 ALPINE AVE, SACRAMENTO, CA 95826
ER- REVISED BY: K.K. & D.P. 20 # LL 110 MPH 90,100 & 110 MPH (916) 452-7021 FAX 403-1519 sales®dumlum.mm 10s NO. GF07as74
30## L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR.LESS
EXP.B&C
6.5" ROLLFORM
4"
1 -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
r H
p Z m
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED-
FREESTAND
ATTACHED
o
0—g
MAX.POST
SPACING
MAX.POST
MAX.POST
MAX.POST
MAX.POST
FTG.
MIN
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN
FTG
MIN.
FTG.
MIN.
FTG
MIN.
¢oZ
SPACING
SPACING
SPACING
SPACING
� In 0
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
'
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
4-
8'-11"
8'-6"
28
J
18
B
12'4"
28
J
20
B
8'-10"
28
J
22
B
9'-7"
28
J
19 1
B
10'-11"
28
J
20
B
51
7'-1"
7'-7"
26
J 119
B 1
10'-8"
28
J
21
B
8'-0"
26
J
23
B
8'-7"
28
J
20
B
10'-2"
28
J
21
B
6'
5-11"
6-11"
26
J
19
B
9'-9"
28
j
22
B
7'-3"
26
J
24
B
7'-10"
26
J
20
B
9'-6"
28
J
22
B
.T
5'-1"
6-5"
26
J
20 .
B
9'-0"
28
J
22
B
6-9"
26
J
24
B
7'-3"
26
J
21
B
9'-1"
28
J
22
B
`81
4'-5"
8'-5"
28
�j
23
B
6'-9"
26
J
21
B
8'-8"
28
J
23
B
>9'
3'-1.1"
_
8'4"
28
J
23
B
64"
28
J
22
B
8'-4"
28
J
24
B
7'-6"
28
,j
24
B
64"
28
J
22
B
7'-11"
28
J
24
B
�r
3'-2"
7'-2"
28
J
24
B
5'-9"
28
J
22
B
7'-6"
28
j
25
B
6-11"
28
J
24
B
5'-6"
28
J
23
B�/E
7'-3"
28
J
25
B
6-8"
3225
B
5'-4"
32
23
B�
6'-11"
32
K
25
B
14'
-
6-4.1
32
K
25
B
5'-2"
32
K
23
1 B/
6-8"
32
K
26
B
FOOTNOTE: "SAMPLE"
e�pFESS'/
FIGURE INDICATES EXPOSURE B FIGURE
INDICATES EXPOSURE C
ADDITIONAL' FOOTNOTE: WHERE ONLY ONE FIGURE
SHOWN INDICATES
EXP. B & C.
CD ILIO 379 8 P
EX 1A-
NOTE:
Nk @�
OFC�\
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.,
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT: 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
DATE: 10/28/2007
REPORT NUMBER., -
POST SPACING TABLE 10, 20
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING
830 sf
P
DURALUM PRODUCTS, INC.
22
OF 29
SCALE: NONE
- ' ER=
REVISED BY: K.K. & D.P.
ALTA LOMA, CA (951) 741-2107
AND ATTACHED
30 # L.L. 110 MPH
HORIZ. WIND = - 8269 ALPINE AVE., SACRAMENTO, CA 95826 JOB NO GF07-W4
90, 100 & 110 MPH (916) 452.7021 FAX 403-1519 sales@duralum.eom
30#' t.L. 110
MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS
EXP.B&C
}
7"
I -BEAM
DBL. 3"x8"x.042"BM
DBL.2"x6.5"x;032" BEAM
3'fx8"
BEAMw/INSERT
OR 3"x8'
B EAM
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
F I=-•
Z)
-jam
v -g
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND
ATTACHED
a a Z
SPACING
SPACING
FOR DBL.
FOR 3 x 8
SPACING
FTG
MIN.
FTG
MIN.
FTG.
MIN
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
F
gu)p
( IN.)
POST
TYPE
(IN.)
IN
POST
TYPE
( IN.)
POST
TYPE
(IN.)
TYPE POST2x6.5x.032
BEAM
(IN.)
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
( IN.)
POST
TYPE
4'
8'-11.
19'-5"
37
J
24
F
11'-9"
32
J
22
B
8'-0"
10'-2"
28
J
19
B
15'-9"
32 1
J
22
C/E
5'
7'_1..
17'-4"
32
J
25
F
10'-6"
32
J
22
B
7'-2"
9'-1"
28
J
20
B
14'-1"
32
J
23
C_XE
6'
5-11"
15-10"
32
J
26
F
9'-7"
28
J
23
B
6'-6"
8'-3"
28
J
21
B
12'-1o"
32
J
24
C�ZE
T
5'_1..
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6'4"
7'-8"
26
J
21
B
11'-11"
28
J
25
C_
8'
4'-5"
13'-9"
32
J
27
F
8'-4"
28
J
24
B
5'-8"
7'-2"
26
J
22
B
11'-2"
28
J
25
E
9'
3'-11..
13'-0"
32
J
27
F
7'-10"
28
J
25
B
5' 4"
6'-9"
28
J
22
B
10'-6"
28
J
26
E�
10'
3'-6"
12'-3"
32
J
28
F
7'-5"
28
J
25
B
5'-0"
6'-5"
28
J
23
B
10'-0"
28
J
26
F
11'
11'-9"
28
J
28
F
7'-1"
28
J
26
B
6'-2"
28
J
23
B
9,-6„
28
J
26
3'-2..
12'
-
11'-3"
28
J
29
F
6'-9"
28
J
26
B
5'-10"
28
J
23
B
9'-1"
28
J
27
E�
13'
_
10'-9"
32
K
29
F
6'-6"
32
K
26
B
5'-8"
32
K
24
B
8'-9"
32
K
27
F
14'
-
lo, -4,,
32
K
30
F
6-3"
32
K
27
B
5'-5"
32
K
124
B
8'-5"
32
K
28
E�
FOOTNOTE: "SAMPLE"
ALTERNATE FREESTANDING FOOTING
FIGURE INDICATES EXPOSURE
B -J;4
FIGURE
INDICATES EXPOSURE C
CUBE FOOTING SQ. x 16'THICK
CUBE FOOTING
CUBE FOOTING
SQ. x 18" THICK
CUBE FOOTING
W/ NO SLAB W/ NO SLAB
W/ SLAB
W/ NO SLAB
W/ NO SLAB
W/ SLAB
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATE E P. B
20" 23" SQ.
18"
38"
50" SQ.
36"
22" 26" SQ.
20"
40"
51" SQ,
38"
24" 30" SQ.
22"
42"
53" SQ.
40"
�P
A�
26" 33" SQ.
24"
44"
55" SQ.
42"
NOTE:
�
FOOTING SHOWN IN CUBIC
INCHES
Z28"
r
37" SQ.
26"
46"
56" SQ.
44"
WITHOUT SLAB.
W F-
r
11
30" 41" SQ.
28"
48"
57" SQ.
48^
SEE ALTERNATE FOOTING TABLES
�7948
OL 3
Exp 91
32" 45" SQ.
30"
50"
58" SQ.
48"'
SHT. 9 FOR ATTACHED &
*
34" 47" SQ.
32"
52"
61" SQ.
50"
SHT. 23 FOR FREESTANDING
cNk
T
36" 48" SQ.
34"
54"
64" SQ.
82,.
2
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
L & ASSO IATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 1
SCALE
0123/2007
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 & 30 psf
HORIZ. WIND =
DURALUM PRODUCTS, INC.
23 OF 29
ER-
REVISED BY: KK & D.P
ALTA LOMA, CA (951)
741.2107
AND ATTACHED
30 # L.L 110 MPH
90,100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
(916) 452-7021 FAX 403-1519 sales@duralum.eom
jos No. cw7as7a
10# L.L. 90 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B-& C.
DBL.2"x6.5"x.032" BEAM
} 3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM OR 3"x8"BEAM 3"x8" BEAMw/INSERT >_ MINIMUM NO. OF POST
Ix
hQ-H OZm FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND ATT, 1¢—H FOOTNOTE:'
o v — g MAX.POST MAX.POST MAX.POST m POST TYPE 1 POST TYPE 2
m
0<'o SPACING SPACING m
SPACING MIN. SPACING MIN. MIN. SPACING MIN.
� a z FTG. FTG. FTG. FTG. FOR DBL. FOR 3" x 8" FTG. FTG. FTG. FTG. w
2 O O IN.) POST IN.) (IN.) TYPE POST (N. POST IN.) (IN.) TYPE POST (IN.) ~ EXP. B EXP. C EXP. B EXP. C
( TYPE ( I ) 2" x 6.5x.032" BEAM (IN.) TYPE
4' 25'-4" 17'-4" 28 G 22 23'-10'3,_7„ 33 G 23 16-4 161-41>-- 28 G 20 32'-0" 33 G 27 6' 2 2 2 2
15'-7" 16'-4" 31'-0"
5' 20'-3" 16'-1" 28 G 23 21'-4- 1'_1" 33 G 24 14'-8" 1a'-8>'28 G 21 28'-7" 33 G 28 2 2 2 2
13'-11" 14'-8" �'
6' 16'-10" 15'-2" 28 G 24 19'-6" 33 G 24 13'-a" 13' 4" 28 G 21 26'-2" 33 G 28 S. 2 2 2 2
19'-3" 12'-8" 13'-4" 25'-4"
7' 14'-6" 14'-4" 28 G 25 18'-1" 33 G 25 12'x" 12'x" 28 G 22 24' 2" 33 G 29 9, 2 3 2 2
17 -10" 1'-9" 12' 4"23'-5
8' 12'-8" 13'-9" 28 G 26 0"1. 28 G 25 11'-7" 11'-0' 11'-7"11'_7„ 26 G 22 22'-81-11' 33 G 30 10' 2 3 2 2
'16-89' 11'-3" 13'-3" 28 G 26 15-15' 9 28 G 26 lo. -Il' --0'-4"
0 -110,x„ 10 -1 10'-10 26 G 23 21' 4Q, 8„ 33 G 30 11 3 3 2 2
10' 10'-2" 12'-9" 28 G 27 15'-2" 28 G 26 10,x„ 10" 10 4 26 G 23 20'-3" 33 G 31 12' 3 3 2 2
14'-11" - 10'-4" 9'-7"
11' 9'4" 12'-4" 28 G 28 14'-5'4 -3" 28 G 27 9'-10" 9'-10" 26 G 24 19'-4" 33 G 32 13' 3 4 2 2
18'-8"
12' 8'-5" 12'-0" 26 G 28 13'-9" 28 G 27 9'-5" 9'-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2
3'-8" 9'-0" 9'-5" 17'-10"
13' 7'-9" 11'-8" 28 H 29 28H 28 9'-1" 9'-1" , 28 H 24 17'-9" 28 H 32 15' 3 4 2 3
9-1" 17-2"
14' 7'-3" 11'-5" 28 H 29 12 28 H 28 8'-9" 8 8'-9" 8'-9„ 28 H 25 17 16'-7" 28 H 33 16' 4 4 2 3
15' 6'-9" 11'-2" 28 H 30 12-4' 28 H 28 8'_5„ 8'-5„ 28 H 25 16'-6" 28 H 33 17' 4 5 2 3
12'-2" 8'_0, -"8'5" 16,-0"
16' 61-4N 10'-11" 28 H 30 11'-11" 2829 8'-2" 28 H H 25 16% 28 34 18' 4 5 2 3
H 7'-9" 8'-2" /' 5'-6"
17' -11" 10'-8" 28 H 30 28 29 7'-11" 7'-11" 28 25 15' 6"
5' 28 34 19' 4
H 7'-6" 7'-11' H 15'-0" H 5 3 3
18' 5'-8" 10'-6" 28 H 31 11'-3" 28 H 29 7'-8" T-8" 28 H 26 15'-1" 28 H 34 zo' 4 5 3 3
11'-2" 7'-4" 7'-8" 14'-7"
19' S,-4„ 10'-4" 33 H 31 11'-00'-10" 33 H 29 7�-6„7, 2" 7-6„ 7.6„ 33 H 26 14 84,-3„ 33 H 35 FOOTNOTE:'
-1„ 10,_2„ 33 H 31 10'-8' 33 30 7'-4 7-4' 26 14'-4° HEADER AND OR MIN. NO. OF POST
20• 5,
H 3 -10" 33 H 35 REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
FOOTNOTE: "SAMPLE" QFL� Oi1/. OR LESSER MUST BE USED
FIGURE INDICATES EXPOSURE BONLY
FOOTNOTE:
FIGURE INDICATES EXPOSURE C�Q' M'�� COL. TYPES 1 =.024" SIDEPLATES, USE ON COL. TYPES 2 =.032" SIDEPLATES, ON CONC.OSLAB ORSLAFOOTINGS.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. .0 . r
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
No. 7 48
Exp p3
vii j 2)Z8107
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC. CE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/23f2007
ACING TABLE
STANDING
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE7rAND
10, 20 & 30.0
DURALUM PRODUCTS, INC.
24 OF 29
ER-
SCALE: NONE
ALTA LOMA. CA (951) 741-2107 TTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
NO GFW-0674
REVISED BY: KK & D.P.
. 90 MPH
90,100 & 110 MPH
(916)452-7021 FAX4031519 sales@duralum.comJOa
1.0# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM CAMBELL &ASSOCIATES, IN 0� C 1 ICE
VE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG P ACING TABLE
REESTANDINGP
17.."20 a 3o sf
DURALUM PRODUCTS, INC.
DBL.2"x6.5"x.032"
BEAM
ALTA LOMA, CA (951) 741-2107 ANDATTACHED
HOIZ. WIND=
8269 ALPINE AVE, SACRAMENTO, CA 95826
29
25 OF 29ER-
REVISED BY: K.K. & D.P
10 # LL. 100 MPH
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
JOB NO. as7<
3" SQ.
STEEL
BEAM
"
DBL. 3 x8
" x.042
" BEAM
OR 3"x8"BEAM
„ „
3x8 BEAMw/INSERT
MINIMUM NO.
OF POST
Im
�H
J
Ozm
ter=
m o
FOOTNOTE:'
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAPOST
MAX.POST
FREESTAND
ATT.
MAX.X.POST
FREESTAND
ATT"
w
0- z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
00
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
POST TYPE 1
POST TYPE 2
~
2 O)O
(IN)
POST
TYPE
( IN.)
(IN. )
POST
TYPE
IN
( )
2" x 6.5x.032"
BEAM
IN
( )
POST
TYPE
IN
( )
(IN.)
POST
TYPE
(IN.)
I—
EXP. B
EXP. C
EXP. B
EXP. C
4'
25' 4"
17 4"
30
G
22
23'-7' s„
35
G
23
15'-7",
16-4
30
G
20
31-035
G
27
s'
2
2
2
2
14 -0
14'-7"--27'-8"
5'
20'-3"
16'-1"
30
G
23
21-11
35
G
24
13'-11
14'-$"
30
G
21
27'-s4,
35
G
28
2
3
2
2
4'-10"
s'-5"
12'-6"
13'-1"
g„
�,
6'
16'-10"
15'-2"
30
G
24
19'-3"
35
G
24
12'-8"
13'-4"
30
G
21
25' 4"
35
G
28
a'
2
3
2
2
14'-0"
6'-10'
11'-5"
1'-11"
2'-7"
7'
14 -6'
14'-4"
13'-3"
30
G
25
17'-10"
15'-7"
30
G
25
11'-9"
10'-7"
12'-4"
11'-0"
30
G
22
23,_5"
0'-11"
35
G
29
s'
3
3
2
2
8'
12'-8"
13'-9"
30
G
26
16'-8"
30
G
25
11'-0"
11'-7"
27
G
22
21'-11"
35
G
30
10'
3
3
2
2
12-8"
14'-7"
9'-11"
10'-4"
19'-7'
9'
11'-3"
13'-312,-2„
30
G
26
15'-s"
30
G
26
10' 4"
10'-1 "
27
G
23
20'-8"
35
G
30
11'
3
4.
2
2
91
,
.
10'
10'-2"
12'-9"
30
G
27
14'-11"
30
G
26
9'-10"
10 4
27
G
23
19-7
35
G
31
12'
3
4
2
2
„
_ „
„
11'
9'-3„
12' 4"1,x„
30
H
28
14'-3"
30
27
s,�„
9'-10"
8'-10"
27
H
24
18 '- "
35
32
13'
4
4
2
3
12'-5"
g _5
16,x„
12'
8'-5"
12'-0',
27
H
28
13 81'-11'
30
H
27
9'-0"
9'-5"
27
H
24
17'-1
30
H
32
14'
4
5
2
3
- 1„
8'-1"
8'-5"
16'-0"
13'
T-9"
11'-s"
30
H
29
30
H
28
s' -S"
9-1"
30
H
24
17'-2"
30
H
32
15'
4
_g
11'-5"
7, g„
8,_1,.
15,x„
5
3
3
14'
7'-3"
11'-5"0,�„
30
H
29
12
30
H
28
8'-411
8'-9"
30
H
25
16 4'-9"
30
H
33
16'
4
5
3
3
1, o.,
7'-s"
7'-10"
15'
6'-9"
30
H
30
12'-2"
,8„
30
H
28
8,-0„
8'_5„
30
H
25
16'-0"
30
H
33
IT
5
6
3
3
10'-3"
1
7'_3"
7'-6"
14'-3'
16'
6,�„
10'-1 "
30
�
30
11'-9"
10'-4"
30
j
29
7'_g„
8'-2"
30
j
25
15'-6"
30
J
34
1s'
5
6
3
3
7'-0"
7'4'
3'-10'
17
5-11 „9'-10"
30
J
30
11
30
J
29
7'-6"
7'-11'7
30
J
25
15'- '13'-5"
30
J
34
19'
5
6
3
3
0 _p
6 -g
-1
18'
5'-8.,
10'-6"
30
J
31
11'-2"
30
j
29
T-4"
7�_8"
'-10 "
30
j
26
14'-7"
30
J
34
Zo'
S
6
3
3
9'-9
6'-7"
6
13'-1'
19'
10 4
35
j
101_1 11
35
j
29
7'-2"
7'-6"
35
j
26
14'_3„
35
J
35
5'-4"
-6„
31
g'-6�
6' 5 ,
6'_8"
12'-8'
FOOTNOTE:'
REQu
ER
ED
AND OR MIN.
SPACING MUST
NO. OF POST
EXCEED
20'
10-2,
35
31
10'-6
35
j
30
6'-11"
7'-4"
35
J
26
13'-10"
35
J
35
S _1
4
9'-3"
6'-3"
6'- "
2'-4"
ALLOWABLE
SLAB SPACING
FOOTNOTE: "SAMPLE"-
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C �e�cj
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 410C:�2�
No
NOTE: l Exp
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB. ii
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
OR LESSER MUST BE USED
FOOTNOTE:*
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
9-7
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
TOM CAMBELL &ASSOCIATES, IN 0� C 1 ICE
VE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/232007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENG P ACING TABLE
REESTANDINGP
17.."20 a 3o sf
DURALUM PRODUCTS, INC.
SHEET
SCALE: NONE
ALTA LOMA, CA (951) 741-2107 ANDATTACHED
HOIZ. WIND=
8269 ALPINE AVE, SACRAMENTO, CA 95826
29
25 OF 29ER-
REVISED BY: K.K. & D.P
10 # LL. 100 MPH
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@duralum.com
JOB NO. as7<
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
NO. 37948
Exp.
1-1
>k
C10.
nr,%Ai lzl�slD�
I.C.C. E,S. EVALUATION
10#
L.L.
110 MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12'
OR LESS EXP.
-8&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
URALUM PRODUCTS, INC.
11(916)
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
ALTA LOMA. CA (451) 741-2107 AND ATTACHED
3"x8" BEAMw/INSERT
8269 ALPINE AVE., SACRAMENTO, CA 95826
>_
MINIMUM NO. OF POST
REVISED BY: KK & D.P.
t=-
0
-jam
v —
MAX.POST
FREESTAND
ATT.
MAX.POSTSPACING
FREESTAND
ATT.
MAKPOST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT,
I.-
r r
M
FOOTNOTE:'
m
a z
SPACING
MIN.
SPACING
MIN.
MIN.
SPACING
MIN.
POST TYPE 1
POST TYPE 2
I-
2 co O
FTG.
POST
FTG.
FTG.
POST
FTG.
FOR DBL.
FOR 3IN 8"
FTG.
POST
FTG.
FTG.
POST
FTG.
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
ON)
TYPE
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
4'
25'-4"
16'-6"
32
H
22
22'_0„
37
H
23
14'-1 ;'
15'-7"
32
H
20
29'-6„
37
H
27
B'
2
2
2
2
5 -6”
0 -0"
13 6
14'-2"
26'-9"
5'
20'-3"
15 i4'-5"
32
H
23
19'-a7'-1
37
H
24
13 4'
13'-1
32
H
21
26'-5"
37
H
28
�,
2
3
2
2
o„
12'-1"
12'-7"
23-11'
6'
16-10"
14'4"
32
H
24
18'-0"
32
H
24
12'-2"
12'-8
32
H
21
24'-2"'-10'
37
H
28
8•
3
3
2
2
3, 7„
6'4'
11'-0"
11'-6"
7'
14'-6"13'-1
32
H
25
16'-8"
32
H25
11'-3"
11'-9"
28
H
22
22'-4"0,
37
H
29
9,
3
3
2
2
10'-3"
10'-8"
3..
8'
12'-8"
13'-2"
32
H
26
15'-7"
32
H
25
10'-6"
11'-0"
28
H
22
20'-1 "
37
H
30
10,
3
4
2
2
12'-4"
14 1"
9'-6"
10'-0"
-11"
9'
11'-3"
12'-81'-10„
32
H
26
14'-
32
H
26
9'-1'9'-0"
10
28
H
23
19'-8''
37
H
30
,1'
3
4
2
2
g _5
10'
10'-2„
12'-3'>'32
H
27
13'_1
32
H
26
9'-5"
s'-10"
28
H
2318'-8"
37
H
31
12'
4
4
2
3
6'-11'
11'
9'-3.,
11'-1 "
28
�..�
28
13'-3"
32
H
27
g,_0„
g,4„
28
H
24
17'-9"
32
H
32
13'
4
5
2
3
11'_2"
12'-0"
8'-2"
8'-6"
16-2"
12'
8'-5"
11 6"
28
H
28
12'-8"
32
H
27
8'-8"
s' -o"
28
�..�
24
17'-1"
32
H
32
ta'
4
5
3
3
01-9.1
1'-6'
7'-9"
8'-2"
15'-5"
13'
7'-9"
11'-3"
32
J
29
1 -
32
J
28
8'_3„
8'_8„
32
24
16' 4"
32
J
32
15'
4
5
3
3
11'
14'-10'
14'
7'-3"
11'-0" _
32
J
29
11'-9"
32
J
28
8,-0"
7'-2"
8,-4„
7'-6'
32
J
25
15-9"
14'-4
32
J
33
16'
5
6
3
3
15'
6'-9"
32
J
30
11 � ,
32
J
28
7'-9"
8'-1
32
J
25
15'-3"
32
J
33
17'
5
6
3
4
10'-0'
10 4
7'-0"
7'-3"
13'-10
16'
6,-4„
10'-6"
32
J
30
32
J
29
T-6"
7'-9"
32
J
25
14'-9"
32
J
34
18'
5
6
3
4
17'
5'-11"
10'-3"
32
J
30
10'-8"
32
J
29
7'-3"
7'-6"
32
J
25
14'�
32
J
34
1s'
5
7
3
4
9'-7"
-8"
6'-6"
6'-10"
13'-0"
18'
S'-8,.
10'-1"
32
J
31
10-4
32
J
29
6'-7"
7 -4"
32
J
26
13'-1
32
J
34
20'
6
7
3
4
9'-5"
9'-5"
6 4'
6'-8"
12'-7"
19
5'-4"
s'-10"
'
37
J
31
10'-1"
37
J
29
6'-1 o"
7'-2"
37
J
26
13,-„
37
J
35
FOOTNOTE: t
9'-3`
9'-2'
12 -3'
20'
g, -g„
37
J
31
9'-10"
37
J
30
6 -8'
7-0
J
26
13'-2"
37
J
35
HEAER AND OR MIN. NO. OF POST
REQUIRED DSPACING MUST EXCEED
5'-1"
8'-11'
6'-0"
�'
12'-0"
ALLOWABLE SLAB SPACING
FOOTNOTE: "SAMPLE'FOOTNOTE:
FIGURE INDICATES
Q ` C
PS AM.O �
OR LESSER MUST BE USED
EXPOSURE
B
FIGURE INDICATES EXPOSURE C
COL.
TYPES
1 =.024"
SIDEPLATES,
USE ON CONC.
SLAB ONLY
COL.
TYPES 2 =
.032" SIDEPLATES,
ON CONC. SLAB OR FOOTINGS.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE
SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
NO. 37948
Exp.
1-1
>k
C10.
nr,%Ai lzl�slD�
I.C.C. E,S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC. tofTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 10/23r2007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
URALUM PRODUCTS, INC.
11(916)
26 29
ER-
SCALE: NONE
ALTA LOMA. CA (451) 741-2107 AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
NO GF07-06/9
NO
REVISED BY: KK & D.P.
10#L.L. 110 MPH
gp 100 & 110 MPH452-7021
FAX 403-1519 sales duralum.comOB
�
20## L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL
12' OR LESS EXP. B & C
r
o
~
q 5 _JX.
a¢ z
N O
3" SQ. STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL.OR
3""x"BE
OR 3x8
BE AM BEAM
3"x8" BEAMw/INSERT
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
>
r
on
~
MINIMUM NO,
OF POST
FOOTNOTE:'
MAX.POST
SPACING
FREESTAND
ATT.
MAPOST
SPACING
FREESTAND
ATT.
.
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POSTOZ¢
SPACING
FOR 3" x 8"
BEAM
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT,
POST TYPE 1
POST TYPE 2
FTG.
(IN.)
MIN. POST
TYPE
FTG
(IN.)
FTG.
(IN.)
MIN. POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYOPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
TYOPE
FTG.
(IN-)
EXP. B
EXP. C
EXP. B
EXP. C
4'
13'-2"
14'-2"
32
H
19
17'-2"
32
H
20
11'-9"
12'-2"
32
H
18
23'4"
37
H
24
6'
2
2
2
2
5'
10'-6"
13'-2"
32
H 1
20
15'-4"
32
H
21
10'-6"
10'-10"
28
H
19
20'-7"
37
H
25
7
2
3
2
2
6'
8'-9..
12 ���
32
H
21
14'-0"
32
H
22
9'-7"
9'-11"
28
H
19
18'-10"
37
H
26
8'
3
3
2
2
7'
7'-6"
11'-9"
28
H
22
13'-0"
32
H
22
8'-10"
9'-2"
28
H
20
17'-5"
32
H
26
9,
3
3
2
2
8'
6'-7"
11'-3"
28
H
22
12'-2"
32
H
23
8'-3"
8'-7"
28
H
20
16-3"
32
H
27
10'
3
4
2
2
9'
5'-10"
10'-10"
28
H
23
11'-5"
28
H
23
T-10"
8'-1"
28
H
21
15'-4"
32
H
27
3
4
2
2
10'
5'-3"
10'-5"
28
H
23
10'-10"
28
H
24
7'-5"
T-8"
28
H
21
14'-6"
32
H
28
12'
4
4
2
3
11'
4'-9"
10'-2"
28
J
24
10.411
28
24
71-1-1T-41128
J
21
13'-10"
32
j
28
13'
4
5
2
3
12'
-
9'-10"
28
J
24
9'-11"
28
J
24
6'_9"
TZ'
28
J
22
13'-3"
32
J
29
14'
4
5
3
3
13'
-
9'-61'
32
J
25
g'_6'
32
J
25
6-6"
6'-9"
32
J
22
12'-9"
32
J
29
15'
4
5
3
3
14'
_
91_4"
32
J
25
9'-2"
32
J
25
6'-3"
6-6"
32
j
22
12'-4"
32
j
29
16'
5
6
3
3
15'
_
9'-2"
32
J
26
8'-10"
32
J
25
6'-0"
6'-3"
32
J
23
11'-10"
32
J
30
17'
5
6
3
4
16'
_
8'-11"
32
J
26
8'-7"
32
J
26
5'-10"
6'-1"
32
j
23
11,-6',
32
J
30
18'
5
6
3
4
17'
=
8'-9.1
32
J
26
8t-41
32
J
26
5'-8"
5'-10"
32
J
23
11'-2"
32
J
30
19'
5
7
3
4
48'
-
8'-7"
32
J
27
8'-1"
32
J
26
5'-6"
5'-9"
32
J
23
10'-10"
32
J
31
2o'
6
7
3
1 4 —]
19'
_
8'_5"
37
J
27
T-10"
37
J
26
64"
5'-7"
37
J
23
10'-7"
37
J
31
QUREDN
ANOR MIN.
PACING MUST
SLAB SPACING
NO. OF
EXCOEED
20'
_
8'-3"
37
J
27
T-8"
37
J
27
5'-3"
5'-5"
37
J
24
1014"
37
J
31
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B-1;4 FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.•
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION I DRAWN BY: K.K. 0 TOM CAMBELL & ASSOCIATES, INC.
REPORT NUMBER DATE: 10R3=7 COMMERCIAL AND RESIDENTIAL STRUCTURAL EP
ER- SCALE: NONE ALTA LOMA. CA (951) 741-2107
REVISED BY: K.K. & D.P.
QRS
No. 7948 'Exp. 3
MG TABLE
FR ESTANDING
AND ATTACHED
OR LESSER MUST BE USED
FOOTNOTE: *
TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
LI I�TFFA 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
910-7
LIVE LOAD =
10,20&30 psF
HORIZ. WIND =
90, 100 & 110 MPH
DURALUM PRODUCTS, INC. V SHEET
8269 ALPINE AVE., SACRAMENTO. CA 95826 27 OF 29
(916) 452-7021 FAX 403-1519 sales(Mcluralum.com JOB NO. GFO?-=4
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION DRAWN BY: KK
REPORT NUMBER DATE: 10232007
ER- SCALE: NONE
• REVISED BY: KK. & D.P.
CASA
d ~ NOR
* Exp.
tlDi._
TOM CAMBELL & ASSOCIATES, INC. LATTICE UVE LOAD = FIA I IU L;UVt=K 57A I tM AJ Niru. CT: gHEET
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE 10, 20 & 30 sf DURALUM PRODUCTS, INC.
FREESTANDING P 28 OF 29jos No
ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 GFinaste
30 # L.L. 110 MPH 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com
30# L. L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
>-
;� �
CI
00
~
O z �°
U —Z5
x ¢
a a z
rn
3" SQ. STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
3"x8" BEAMw/INSERT
>-
I=—
Z) o
m —
~
MINIMUM NO.
OF POST
FOOTNOTE:
POST TYPE 2
EXP. B EXP. C
2 2
2 2
2 2
2 2
2 2.
2 2
2 3
2 3
3 3
3 3
3 3
3 4
NO. OF POST
EXCEED
USED
SLAB ONLY
OR FOOTINGS.
MAX.POST
SPACING
FREESTAND
ATT.
MAX -POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POST
SPACING
FOR 3" x 8"
BEAM
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
POST TYPE 1
FTG.
(IN.)
MIN•
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
NpE
FTG.
(IN.)
FTG_
(IN.)
MIN.
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
NpE
FTG.
(IN.)
EXP. 8
EXP. C
4'
8'-10"
12'-5"
32
J
18
14'-2"
32
J
19
9'-7"
10'-0"
28
J
17
18'-11"
37
J
22
6'
2 1
2
5'
7'-1"
11'-6"
28
J
19
12'-8"
32
J
20
8'-7"
8'-11"
28
J
18
16-11"
37
J
23
7,
2
3
6'
5'-10"
10'-10"
28
J
20
11--6,-
28
J
20
T-10"
8'-2"
28
J
18
15'-5"
37
J
24
8'
3
3
7'
5'-1"
10'-3"
28
J
21
10'-8"
28
J
21
T-3„
T-6„
26
J
19
14,-4„
37
J
25
9,
3
3
8'
4'-5"
9'-10"
28
j
21
10'-0"
28
J
21
6.-9„
T-1..
26
J
19
13,.4„
37
J
25
10'
3
4
9'
-
9'-5"
28
J
22-
9'-F
28
J
22
6'-4"
6'-8"
28
J
19
12'-7"
37
J
26
11'
3
4
10'
-
9'-2"
28
J
22
8'-11"
28
,
22
6'-1"
6-4-
28
J
20
11'-11"
37
J
26
12
4
4
11'
_
8'-10"
28
J
23
8 -6 „
28
J
23
5 -9"
„
6'-0
28
J
20
11 -5
32
J
26
13'
4
5
12'
-
8'-7"
28
J
23
8._2„
28
J
23
5'-6"
6-91"
28
J
20
32
J
27
14'
4
5
13'
-
81-4„
32
K
24
T-10"
32
K
23
5,4-
5'-6,.
32
K
21
1 p'-6"
32
K
27
15'
4
5
14'
_
8'-1"
32
K
24
T-6"
32
K
23
5'-2"
5'4"
32
K
21
10'-2"
32
K
28
16'
5
6
15'
_
7'-9"
32
K
24
T-3"
32
K
24
4'-11"
5'-2"
32
K
21
g'_g"
32
K
28
17' 5 6
FOOTNOTE:
HEADER AND OR MIN.
REQUIRED SPACING MUST
ALLOWABLE SLAB SPACING
OR LESSER MUST BE
USE ON CONC.
ON CONC. SLAB
16'7'-1
32
K
25
7'-1"
32
K
24
-
5-4-
32
K
21
g--5"
32
K
28
17'
-32
71-4"
K
25
6'-10"
32
K
24
-
4 '1 p
3
22
„
9'-2"
32
K
28
�F
FOOTNOTE:'
COL.
COL.
TYPES 1 =.024"
TYPES 2 =.032"
SIDEPLATES,
SIDEPLATES,
FOOTNOTE: "SAMPLE'
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING SHOWN IN CUBIC INCHES WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES SHT.9 FOR ATTACHED &
SHT. 23 FOR FREESTANDING
I.C.C. E.S. EVALUATION DRAWN BY: KK
REPORT NUMBER DATE: 10232007
ER- SCALE: NONE
• REVISED BY: KK. & D.P.
CASA
d ~ NOR
* Exp.
tlDi._
TOM CAMBELL & ASSOCIATES, INC. LATTICE UVE LOAD = FIA I IU L;UVt=K 57A I tM AJ Niru. CT: gHEET
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE 10, 20 & 30 sf DURALUM PRODUCTS, INC.
FREESTANDING P 28 OF 29jos No
ALTA LOMA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 GFinaste
30 # L.L. 110 MPH 90, 100 & 110 MPH (916) 452-7021 FAX 403-1519 sales@duralum.com
l�
• ATTACHMENT DETAIL FOR INSULATED STRUCTURAL $ANDWICH PANEL
ROOF SLOPE
n �►
OR 4" STRUCTURAL SANDWICH PANEL
CORP.SEE ELITE ALUMINUM
FOR PANEL SPANS AND• •
WIND
DESIGN S.M.S
90 MPH #14 Cad 12" O.C.
100 MPH #14 @ 10" O.C.
110 MPH #14 @ 8" O.C.
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2006 IBC,
2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD )\
SEE TABLE ABOVE
XTRUDED
PANEL TO HEADER BEAM CON ER3"GUTTER\
WALL FASTENERS
SEE TABLE BELOW APPROVED
I -BEAM
No. 37948
Exp. 213(T�
12] Z8 Ja`7
EDGE
RAIN GUTTER
ALUM.ALLOY 2.740"-
6063-T6
3.200" T=.060"
OR 4.200"
WALL FASTENERS APPROVED 3"
SEE TABLE INSUL. ROOF
PANEL
#12 SMS T&B 880"
AT 12" O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE I
3Ul
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM.
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER- OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL
BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA
BUILDING CODE WHICH MUST BE SUBMITTED WITH OURALUM PATIO COVER
DRAWING.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
PANEL SPAN TABLE
H_—APPROVED
BEAM HEADER
PANEL
SKIN
INCH
INCH LL = 10 LL=20 LL=30
OPTIONAL NON-STRUCTURAL FASCIA
3„
.024" 18'-0" 12'-9" 10'-9"
.032" - 14'-5" 12'-4"
DURALUM PRODUCTS, INC.
1(916)452-7021
LL=10 LL=20 LL=30
4„
.024" 21'-4" 15'-1" 12'-4"
.032" 22'-0" 17'-4" 14'-3"
70
A C C
No. 37948
Exp. 213(T�
12] Z8 Ja`7
EDGE
RAIN GUTTER
ALUM.ALLOY 2.740"-
6063-T6
3.200" T=.060"
OR 4.200"
WALL FASTENERS APPROVED 3"
SEE TABLE INSUL. ROOF
PANEL
#12 SMS T&B 880"
AT 12" O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE I
3Ul
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM.
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER- OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL
BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA
BUILDING CODE WHICH MUST BE SUBMITTED WITH OURALUM PATIO COVER
DRAWING.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD
PATIO COVER SYSTEM AS MFG. BY:
AT MASONRY OR
DESIGN
W/ SIMPSON A35
16" O.C.
INSULATED ROOF
CONCRETE
DURALUM PRODUCTS, INC.
1(916)452-7021
LL=10 LL=20 LL=30
LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
70
A C C
E H
H
J J K
90
B C C
E H
H
J J K
110
D C C
G H
H
J J K
DESCRIPTION OF LAG SCREW
Z
A=1/4"0x1 1/2"@12" O.C.
E=3/8"0x2 1/2"@16" O.C.
J=1/4"0x1 1/8"@16" A.B.
� Qw
B=3/8"0x1 1/2"@16" O.C.
F=7/16"0x2 1/2"@16" O.C.
K=1/4"0x1 1/8"@12"A.B.
<N> -U)
C=3/8"0x1 1/2"@12" O.C.
G=7/16"0x2 1/2"@12" O.C.
u-1nH
D=7/16"0x1 1/2"@12" O.C.
H=3/8"0x2 1/2"@12" O.C.
No. 37948
Exp. 213(T�
12] Z8 Ja`7
EDGE
RAIN GUTTER
ALUM.ALLOY 2.740"-
6063-T6
3.200" T=.060"
OR 4.200"
WALL FASTENERS APPROVED 3"
SEE TABLE INSUL. ROOF
PANEL
#12 SMS T&B 880"
AT 12" O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE I
3Ul
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM.
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER- OR APPROVED EQUAL
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED
IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION
REPORT FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL
BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE OR 2007 CALIFORNIA
BUILDING CODE WHICH MUST BE SUBMITTED WITH OURALUM PATIO COVER
DRAWING.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: KK
TOM CAMBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 10/23/2007
I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
INSULATED ROOF
10, 20 & 30 sf
P
DURALUM PRODUCTS, INC.
1(916)452-7021
STEE
ER-
SCALE: NONE
ALTA LOMA, CA (951) 741-2107
PANEL CONNECTIONS
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826cmm7.
2929
REVISED BY: K K. 8 D.P.
90, 100 & 110 MPH
FAX 403-1519 salesQdumlum.m.