PAT (07-1118)55615 Medallist Dr
07-1118
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
plication Number _ -07700001P118'
perty Address: 55615 MEDALLIST DR
APN: 767-510-012- - -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 14830
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
TAPPEY RESIDENCE
55-615 MEDALIST DR.
LA QUINTA, CA 92253
(760)393-8715
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: ' 4/16/07
Contractor:
Applicant: Architect or Engineer: PRECISION PATIOS I
67210 KANN ROAD Ln]
DESERT HOT SPRINGS, CA 41
N (760)413-2007 APR 162007
Lic. No.: 539152
CITY OF LA QUINTA
FINANCE DEPT.
——————-----——----—---------------------—----------------————-—------——-------=—--------—------——-
LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect._ I have and will maintain a certificate of consent to self -insure for'workers' compensation, as provided
License Class: C47 D03 License No.: 539152 for'by Section 3700 of the Labor Code, for the performance of the work for which this permit is
((( issued.
t Date: 1 C) r-ContracEoi: _ I have and will maintain workers' compensation insurance, as required by Section 3700ofthe Labor
--'" - - ---" Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier EXEMPT Policy Number EXEMPT
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant.for the person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or 00 of the Labor Code, I shall forthwith comply with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the'applicant to a civil penalty of not more than. five hundred dollars ($500).: Dat Applicant:
( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and n
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or -
improve for the purpose of sale.). APPLICANT ACKNOWLEDGEMENT
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. IMPORTANT Application is hereby made to the Director of Building and Safety for a :permit subject to the -
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of conditions and restrictions set forth on this application. -
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed 1. _ Each person upon whose behalf this, application is made, each person at whose request and for
pursuant to the Contractors' State License Law.). whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ 1 I am exempt, under Sec. - - , B.&P.C. for this reason - the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPEINIIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation. - -
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorize representatives
of this cou to enter upon the above-mentioned property for inspection purposes.
Date- Signature (Applicant nt : '
Application Number . . .07-00001118
Permit PATIO COVER PERMIT
• Additional desc .
" PermitFee*162.00 Plan Check
'Fee
'105.30
Issue Date Valuation
14830
Expiration Date 10/13/07'
Qty Unit Charge. Per
Extension
BASE FEE
45.00
13.00; 9.0000 THOU BLD6-2,001-25,0'00
117.00.
Permit ELEC-MISCELLANEOUS
Additional desc .
Permit Fee . . . . 15.00 Plan Check
Fee
3.75
Issue Date . . . Valuation
0
Expiration Date 10/13/.07
Qty Unit Charge Per
Extension
BASE FEE
15.00
--------------------------------------------------- 7 --------------
-----------------------------------------
Special Notes and.Comments
Special
----------
.1115' ALUMAWOOD LATICE PATIO COVER PER
APPROVED PLAN. 36" COURTESY BLOCKWALL
• Fee summary Charged Paid Credited
Due
-- - - - - -- - - - - - - - ------ - - - - -- •---- - - - - ------ - - -
Permit Fee Total 177.00 .00
- --
.00
---- - - - - - -
177.00
Plan Check Total 109.05 .00
.00
109.05
Grand Total '286.05 .00
00
286.05
Bin ff
City of La Quetta
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 #
Project Address: !S 6(S y ,E( .{,; Q- (
Owner's Name:. T
A
A. P. Number:
Address: 4_L4 S T, D t2
Legal Description:
City, ST, Zip: Q
Contractor: EC40
t)
h -C 0
Telephone::'1 S
Address:
K
YZ
Project Description: l r-:)
City, ST, Zip:. O
2
LAVOE.MjoCopV QK-
Telephone: .6
too
State Lie. # :
Arch., Engr., Designer:
City Lic. #•in
Address:.
City., ST, Zip:
Telephone:
State Lid.. #: SC, 5 —
Name of Contact Person:.
Construction Type: Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: .
APPLICANT: DO NOT WRITE BELOW THIS UNE
#
Sabmittal.
Req'd
Recd
TRACKING .
PERMIT FEES
-Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan. Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan.
Plans resubmitted
Mechanical
Grading.plan2n°.Review,
ready for corrections/issue
Electrical
Subcontactor List
Galled Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''' Review, ready for correctionstissue.
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
t.
.
i
rc
co FAIRWAYS ASS®CIATI®N t
April 16, 2007
Mr. & Mrs. Richard Tappet
16055 Meadowcrest Road
Sherman Oaks CA 91403
Re:, 55-615 Medallist Drive
Architectural Application - Alumawood Awning & Wall
.Dear Mr. & Mrs. Tappey
After review of the revised plans per the requirements set forth by the Architectural
Committee, the committee has given its approval for the installation of the alumawood.
awning and wallat the, above property.
R
If you should have any questions, please do not hesitate to contact the Association office at
anytime. -
Sincerely, ,
PGA WESTFairreu)aAssociation
The ArdWte mal Corrnr¢tt
ARCWncp -
Cc: Precision Patios '
File ;
Post Office Box 1690 •'La.Quinta, California 92247 Phone (760) 776-5100 Fax (760) 776-5111
ER -2640P
GENERAL NOTES AND SPECIFICATIONS:
1. ALUMINUM DESIGN AND STRESSES ARE PER THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND THE LATEST EDITION OF THE ALUMINUM CONSTRUCTION MANUAL.
2. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR
GREATER YIELD AND ULTIMATE STRENGTHS.
3. ALL CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500-P.S.I. CONCRETE SLAB SHALL HAVE 3 1/2" MINIMUM THICKNESS AND SHALL BE IN
GOOD CONDITION.
4. ALL FOOTINGS SHALL BEAR ON FIRM, NATURAL UN -DISTURBED SOIL OR CERTIFIED FILL. DESIGN VERTICAL SOIL BEARING PRESSURE = 1,000 P.S.F.
5. ALL STEEL MEMBERS SHALL BE HOT -DIP GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO A.S.T.M. A-446, GRADE C,
UNLESS OTHERWISE NOTED.
6. ALUMINUM FASTENERS SHALL BE 2024-T4. ALL OTHER FASTENERS SHALL BE GALVANIZED STEEL, CADIUM OR ZINC PLATED. ALL BOLTS SHALL CONFORM TO
A.S.T.M. A-307 AND HAVE STANDARD CUT PLATE WASHERS. HOLES FOR BOLTS SHALL BE BOLT DIAMETER PLUS 1/16" MAXIMUM.
7, EXPANSION BOLTS SHALL BE "HILTI KWIK-BOLTS" PER I.C.C. ER- 4627, RAWL DRIVE ANCHOR PER ICC ER -5225, OR EQUAL. ALL BOLTS
SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF SIX BOLT DIAMETERS.
8. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG GIVING THE NAME AND ADDRESS OF THE MANUFACTURER, DESIGN LOADS AND ENCLOSABILITY.
9. ALL ITEMS PERTAINING TO EACH PARTICULAR INSTALLATION SHALL BE CIRCLED, I.E., PROJECT, POST SPACING, FOOTING DETAIL, ETC.
10. OPEN LATTICE PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL, AND THE DESIGN LOADS HAVE ONLY BEEN APPLIED TO THE HORIZONTAL
PROJECTION AREA OF THE LATTICE, RAFTERS, BEAM, ETC. PER I.C.C. CRITERIA.
11. FREESTANDING PATIO COVER SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID MATERIAL.
12. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED COMPLYING WITH APPENDIX CHAPTER 31, DIVISION 111, OF THE 1997 UBC.
13. 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.
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
AP oRC ESD
FOR C
DA IIG(o sY
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
P
ESSSG.
. 21543
EXP. 9-30-2007
S . CIVIL P
q OF CAL\F
I.C.C. E.S. EVALUATION
DRAWN BY: K.K. FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11/238002 JAMES G. FOX, CIVIL ENGINEER
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE 8060 TELEGRAPH RD., DOWNEY. CA 90240
GENERALNOTES
HORIZ.WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
1 O 30
REVISED BY: K.K. & D.P. 562 806-1337 FAX:927-2509 (oxen hotmail.cam
70, 90 8 110 MPH
(916)452.7021 FAX 4031519 salesQdurelum.com
'0°"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.H. VARIES. SEE SCHEDULE
SEE DETAIL FOR SPLICE
1 1/2" SO. SCROLL POSTS
3 1/2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
ATTACHMENT CHANNEL
SEE DETAIL —
FOOTING WHERE REQUIRED J
SEE SCHEDULE FOR FOOTING CUBE SIZE
..A"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
OPTIONAL:
O.H. VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE
SO. POSTS, SIZE VARIES
3 1/2' SLAB
MAY BE USED
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SOLID PATIO TYPES
STRUC711
1 T Bf LF.c VARIfS
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OF SNUC
TURF VARIfS
(MAYIVOTBffNCLOSED)
ATTACHMENT CHANNEL
ALUMINUM SEE OFrne —
ROOF PANEL
SEE SCHEDULE
FOR SPANS
O.H. VARIES, SEE SCHEDULE
SEE DETAIL FOR SPLICE
1 1/2" SQ. SCROLL POSTS
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED. J
SEE SCHEDULE r
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
TYPE "B" ATTACHED
ALUMINUM
SEE SCHEDULE R
T SPACING
PI
ROOF PANEL
O -y
I
SEE SCHEDULE
1/p PoST
SJ
FOR SPANS
NC
SfS
OPTIONAL:
_6
O.H. VARIES, SEE SCHEDULE
f
NO. 21543
UP. 9.362007
T yf pRQI CTjON F f CS SA/Y
OPTIONAL CANTILEVER
SEE SCHEDULE FOR
ALTERNATE:rOSPLICE
rf0 7/g`III
SINGLE POST SpgC/NSEE SCHEDULENOTE: AT THIS
POST AND AT END BAYS
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
," OF STRUCru"6VARIfS
(MAyNOTBffNCLOSfO)
tfSCyfDUCfS WNVG
SEE SCHEDULE R
T SPACING
PI
SEE DETAIL FOR SPLICE
O -y
I
OPTIONAL: CANTILEVER BEAM
1/p PoST
SJ
SEE SCHEDULE
NC
SfS
SE ER
JAMES G. FOX, CIVIL ENGINEER
NOTE: O SPLICE
OfS
POST SPACING
POST f ID AT END B/gS.
SQ. POSTS, SIZE VARIES
SCALE: NONE=
P_ O.y
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
ALTERNATE:
12' 'IPA
` MAYBE
(562) 806-1337 FAX:927-2509 foxeng@hotmail.00m
USED
SINGLE POST
(916) 452-7021 FAX 403.1519 sales@dumium.0om
TO CONSTRAIN
SEE SCHEDULE
FOOTING, SEE
NOTEJO SPLICE AT THIS
POST D AT END BAYS.
SCHEDULE
NO. 21543
UP. 9.362007
T yf pRQI CTjON F f CS SA/Y
OPTIONAL CANTILEVER
SEE SCHEDULE FOR
ALTERNATE:rOSPLICE
rf0 7/g`III
SINGLE POST SpgC/NSEE SCHEDULENOTE: AT THIS
POST AND AT END BAYS
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
," OF STRUCru"6VARIfS
(MAyNOTBffNCLOSfO)
tfSCyfDUCfS WNVG
SEE SCHEDULE R
T SPACING
PI
FOX ENGINEERING INC.
O -y
I
ALTERNATE:
SINGLE POST
1/p PoST
SJ
SEE SCHEDULE
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
NOTE: O SPLICE
HS
DURALUM PRODUCTS, INC.
POST f ID AT END B/gS.
FOOTING WHERE REQUIRED -1 FOOTING WHERE REQUIRED __/
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
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 "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
NMI
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
10, 20 8 30 psi
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE=
8060 TELEGRAPH RD., DOWNEY. CA 90240
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
2 OF 30
REVISED BY: K.K. 8 D.P.
(562) 806-1337 FAX:927-2509 foxeng@hotmail.00m
70, 90 8 110 MPH
(916) 452-7021 FAX 403.1519 sales@dumium.0om
RAFTER.SEETABLE
FOR SIZE
AND SPACING
MAX. PROD.
SEESCHEDULE
MAX O.H. /
U-
SEE SCHEDULE �
SEE
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- I
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER
SCALE NTS
TYPE "E" ATTACHED SINGLE SP
MAX. PROD. /
SEESCHEDULE
RAFTER.SEETABLE
FOR SIZE
AND SPACING
HEIGHT
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
gTsry�
p
E-
TAIL
3 i? SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEESCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED.
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
N MAY NOTBE ENCLOSED.
I� SEE POST DETAIL.
T�4w
NOTE: EACH COMPONENT IS INTER- 3Irr SLAB
CHANGEABLE WITH ANY OTHER y, MAY BE USED
T TO CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. FOOTING SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REOUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
HEIGHT
LENGTH OF STRUCTURE VARIES
MAX. PROD.
POST WITH SIDE-
SEE SCHEDULE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOTBBE ENCLOSED.
NOTE: EACH COMPONENT IS INTER-
RAFTER. SEETABLE
31I2'SLABATTACHMENT
CHANGEABLE WITH ANY OTHER
FCR SIZE
MAY BE USEWHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
- AND SPACING
SEE SCHEDULE
ONE
HEIGHT
LENGTH OF STRUCTURE VARIES
RAFTER.SEETABLE
FOR SIZE
AND SPACING
HEIGHT
LENGTH OF STRUCTURE VARIES
POST CRC
SEE POST
317 SLAB
POST WITH SIDE-
$ra
MAY BE USED
S
PLATESEED it
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
31I2'SLABATTACHMENT
CHANGEABLE WITH ANY OTHER
90
MAY BE USEWHERE
COMPONTENT UNLESS OTHERWISE SHOWN.
r
SEE SCHEDULE
ONE
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED.
3S!. --
TYPE "F" ATTACHED
m
r, 21543 m
530-2007 P
#
MAX. PROD.
CIVIL a SEESCHEDULE
MULTISPAN
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE ENCLOSED.
n
RAFTER.SEETABLE
FOR SIZE
AND SPACING
HEIGHT
LENGTH OF STRUCTURE VARIES
POST CRC
SEE POST
I.C.C. E.S. EVALUATION
317 SLAB
FOX ENGINEERING INC.
MAY BE USED
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
S��
CHANGEABLE WITH ANY OTHER %q
JAMES G. FOX, CIVIL ENGINEER
FOOTING. SEE
SCHEDULE
COMPONTENT UNLESS OTHERWISE SHOWN.
DURALUM PRODUCTS, INC.
FOOTING WHERE REQUIRED
ER -2640P
ONE
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "H" FREESTANDING MUI TISPAN
I A
IC:F STRI IC:TI IRF
I.C.C. E.S. EVALUATION
Y: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
1 ] REPORT NUMBER
2 312 0 0 2
FREVISEDBY:K.K.&D.P.
JAMES G. FOX, CIVIL ENGINEER
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
ONE
X 8060 TELEGRAPH RD., DOWNEY, CA 90240
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
3 OF 30
(562) 806.1337 FAX:927-2509 Ioxeng@hotmail.mm
70, 90 8 110 MPH
FAX 4031519 sales@dumlum.mm
..4
1..
PANEL SPANS AND OVERHANG FOR PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS
.25" .6T' T=SEE TABLE BELOW A.35"O 40" 75I — 77 .09R. (I.S.) 25" .67"
I_
FT
MA
` ALL UNMARKED RADII.06R ,25• (, °
0" 2.5' _ c
246" 2rJ'I 45 N T=SEETA9LE BELOW
40"TYP. 36" ,.,2s
40 5"1.48' - .7s- -.75-
3.00" -- 4.50" 4.50" 4.50" , 7.25"
24.00 0
ALUM. ALLOY 3004-H36 OR EQUAL
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL
24"TRI='V"PAN 8"X2 1/2" FLAT PAN W/(2) -V'S 12" x 3 1/2" W PANEL
L.L.= PANEUT' 70 MPH 90 MPH 110 13'-6"
'T' 70 MPH 90 MPH 110 MPH 'T' 70 MPH 90 MPH 110 MPH
(PSF) (IN.) SPAN O.H. SPAN O.H. SPAN (IN•) SPAN O.H. SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. SPAN O.H.
10 .018 12,_1„ 4'-U' 12,_1„ 4,-0" 8'-0" .020 12,_10„ 4'-2" 10'-5" 3'-T' 8'4" 2'-11" .020 15,_9„ 5'-0" 12,_9„ 4'S" 10,_3„ 3'-T'
.024 15,-(y, 5,_2„ 14,-0„ 4,$„ 9,-0„ .024 14,_1„ 4'-T' 13,_2„ 4,4„ 101_7„ 3,$„ .024 19,-0„ 6'-0„ t5,_7„ 51_51 12,-0„ 4,4"
.032 17'-0" 5.11„ 17,_0„ 5'-8" 10'-0" .032 15,_5, 5'-1" 15'-S' 5'-1" 15,-01' 4'-11" .032 20'-0" T_7, 14,_9„ 5,_1„ 12,_2„ 4,_3„
.040 16,_7„ 5,_5„ 16,_7„ 5,_5„ 16,_5„ 5'_5„ .040 22,-9" 7'-11„ 16,_5„ 51-9" 13,_6„ 4,$„
20 .018 9,_2„ 3'4" 8'-9" 3,-0" 8'-0" 2'4" .020 9'-10" 3'-2" 9'-10" 3'-2" 8'4„ 2'-9" .020 12'-0" 4'-2" 12W' 4'-2" 12'-0" 4'-2"
.024 101-81, 3'-8" 10'4„ 3'4„ 9'4" 3'-0" .024 11.3" 3'$' 11.3„ 3'-8" 10'-T' 3'-5" .024 14'-0' 4'-10" 14'-0" 4'-10" 14'-0" 4'-10"
.032 13'-3" 4'-6" 11'-9" 3'-8" 10'-0" 3'-6" .032 12'-4" 4'-0" 12'-4" 4'-0" 12'4" 4'-U' .032 16'-0" 5'-T' 16'-0" 5'-T' 16'-0" 5'-T'
.040 13'-3" 4'-4" 13'-3" 4'4" 13'-3" 4'4" .040 1T-0" 5'-11" 17'-0" 5'-11" 1T-0" 5-11„
30 .018 7,-0„ 2,_6„ 7,-0„ 2,$„ 8'-01, 2,_6„ .020 8,_1„ 2,$„ 8,_1„ 2,_8„ 61_11, 2,$„ .020 10,-0„ 3,-0„ 101-0" T-6" 10'-0„ X-6'
.024 9'-0' 3'-O" 9'-0" 2'-11" 9'-0" T -O" .024 9'4" T-1" 94" 3'-1" 9'4" 3'4" .024 12'-0" 4'-2" 12'-0" 4'-2" 12'-0" 4'-7'
.032 10'-10" 3'-8" 10'-10" 3'-9" 10'-0" 3'-6" .032 10'-10" 3'-T' 10'-10" 3,-T' 10'-10" 3'-T' .032 14' 0 4'-10 14'-0" 4'-10" 12'-6" 4'4"
Q- MES G.F 9
sP + .040 11,-8„ 3'-10" 11' 8" 3'-10„ 111_61, 3'-10" .040 1q' 6" g_1„ 14,_6„ 5.1„ 14 6„ 5.1„
i
9-762007
c
OF CALfoe
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 1123/2002
JAMES G. FOX, CIVIL ENGINEER
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SHEET.
ER -2640P
SCALE:NONE -
8060 TELEGRAPH RD., DOWNEY. CA 90240
PANEL SPANS
8269 ALPINE AVE., SACRAMENTO, CA 95826
40F 30
REVISED BY: K.K. 8 D.P.10
(562) 806-1337 FAX:927.2509 foxengQhotmail.mm
70, 90 8 110 MPH
(916) 452-7021 FAX 4031519 setes@duralum.mm
.,oe w. cvvim,
PANEL FASTENERS 70/90/110 MPH
.750"
24" 300"
24" TRI -'V" PAN
.240" .075'
L.L.= PSF 70- MPH 90- MPH 110- MPH
10 #8 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. SKYLIGHT DETAIL
12" X 3 1/2" W PANEL
L.L.= PSF
70- MPH
90- MPH
110- MPH
10
#8 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
.075"
12' HEIGHTS
.860"
40"
6.00"
R9.250 OPTIX® PRODUCTS ACRYLIC PER
1
I.C.C. E.R. 5411 OR EQUAL QaOFEssla µES G. p
4iZc
m
NO. 21543
EXP. 9-30-2007 p
#
O SKYLIGHT PANELS "reoFCAlJf P
SCHEDULE OF ALLOWABLE SPANS FOR 8"x 2 1/2"
FLAT PANEL ADJACENT T
L.L.=
8" PANEL SPANS
t=.020"
t=.024"
t=.032"
t=.040"
10
10'-2"
12'-9"
13'-4"
14'-7"
20
8'-10"
10'-3"
11'-4"
12'-3"
30
7'-1"
8'-4"
—F—
9'-10"
10'-8"
USE A MAX. OF (1) SKYLIGHT PANEL PER (3) 8" ROOF PANELS
8,00"
L.L.= PSF
70- MPH
90- MPH
110- MPH
10
#8 S.M.S.
#10 S.M.S.
#10 S.M.S.
20
#10 S.M.S.
#10 S.M.S.
#12 S.M.S.
8"x2 1/2" FLAT PAN W/(2) -V'S
30
#12 S.M.S.
#12 S.M.S.
#12 S.M.S.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
-- ... FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
10, 208 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
$ 8060 TELEGRAPH RD.,DOWNEY, CA 90240
PANEL FASTENERS
HORI2. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
50F 30
I
REVISED BY: K.K. 8 D.P.
562 806-1337 FAX:927-2509 foxen 0holmail.mm
70, 90 8 110 MPH
(916) 452-7021 FAX 4031519 sales@duralum.com
"'"o' cmz W'
RAFTER SPANS AND OVERHANG FOR OPEN LATTICE PATIO STRUCTURES 70/90/110 MPH 12' HEIGHTS
.5ALUM. ALLOY 3004-H36 I 6.5-
1
1 .• 2, 6' OR EQUAL . MAX.. 2' • • x--,.{ 3.0'
ypF ESSION
ALUM. ALLOY 3004-1-136 'P1tES C F + c
OR EQUAL .042'
ALUM. ALLOY 3004H36 .024'x_024' NO. 21543 m
OR EQUAL .032' - .032' EXP. 9a0-2007 A
sr 0 m% -
2
t2 x 61/2" RAFTER DBL. 2 x 6 1/2" RAFTER 3 x 8" RAFTER
Ll = RAFTER'T' 16" O.C. 24" O.C. 'T' 16" O.C. 24" O.C. 'T' 16" O.C. 24" O.C.
(PSF) (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H. (IN.) SPAN O.H. SPAN O.H.
.024 15-0" 4V' 14'--0" 4'-0" .024 21'_0" 4'-0 17'-0" 4'-0" .042 21'-0" 4'-0" 21'-0" 4'-0"
10
.032 19;-0" 4,-0„ 181-01, 4,-0„ .032 21,-0" 4--0", 20,-2„ 4'-0
024 10'-8" 3'-8" 9-0" 3'-0" .024 ' 14'-0" 4'-0" 12'-3" 4'-0" .042 19'-6" 4'-0" 1T-1" 4'-0"
20 ,
.032 14,-0„ 4,-0" 12'-1" 4'-0" .032 191-0" 4,-0., 16-61. 4-0„
.024 W-10" 3'-0" T-8" 2'-6" .024 13,-2" 41-0" 10'-6" 3'-8" .042 17' (Y' 4'-0" 14.-3" 4'-0"
30
F.032 11'-10" ' 3'-10" 10,-10" 3'-5" .032 16-0" 4'-0" 12'-3" 4'-0"
TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.)
PROJECTION O.H. 6 7 8 9. 10 11 12 13 14 15 16 17 18. 19 20 21
O.H. SPAN 0 3 4 4 5 5 6 6 .7 7 8 8 9 9 10 10 10
1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 11
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 - 12 12 12
f1 3' — 7 7 8 8 9 9 10 10 11 11 12 12 13 13 13
TRIBUTARY TRIBUTARY= 4' — — — 9 9 10 10 11 11 12 12 13 13 14 14 14
WIDTH 1R SPAN+O.H.
5' — — — — — 11 11 12 12 13 13 14 14 15 15 15
• 6' — — — — — — — 13 13 14 14 15 15 16 16 16
7' — — — — — — — — — 15 15 16 16 17 17 17
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN 8' — — — — — — — — — — — 17 17 18 18 18
— — 19 19
I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: SHEET
REPORT NUMBER DATE: 11/23/2002 JAMES G.FOX. CNIL ENGINEER 10, 20830 psi DURALUM PRODUCTS, INC.
ER -2640P SCALE:NONE 8060 TELEGRAPH RD., DOWNEV, CA 90240 RAFTER SPANS HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95626 60F 30
REVISED BY: K.K. 8 D.P. FAX:927.2509 (oxen hotmail.tpm 70, 90 8 110 MPH
(562)80r,1337
g@
(916) 452-7021 FAX 4031519 sales@duratum.com
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1-136 1'50 i
o WALL
" O1 FASTENERS
1.75 O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.
ALUM.ALLOY
6063-T6
.060"111 y „ O
EXTRUDED HANGER CHANNEL
ALUM. PANEL 2x OR / l '
3x ALUM. RAFTER R \ II 1 I
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAVE .
EXISTING EAVE CONNECTION
WALL FASTENERS
2.740"
SEE TABLE
2x61 /2"
AT 2x FASCIA
AT WOOD STUD
LL=10
3'
LL=30
DESIGN WISIMPSONA35
.25
V-6"
CONCRETE
#10 SMS @ PANEL
4'-5"
A
LL=30 LL=10 LL=20
LOCKS OR #8 SMS
LL=10 LL=20
4"AT
=.D6D"
EA CONTACT
C E H
H
STENERS
K
205
CONTINUOUS
A-RAIL
ABLE
tWA
ROOF PANEL
(WHERE OCCURS)
ALUM.ALLOY
K
ROVED 3'
D C
y 6063-T6
ALUM.ALLw6063
OOF PANEL
#10 SMS @ EA. CONTACT
x
T6
cr
WALL CONNECTION
O
3" HANGER
I
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
ALLOWABLE DECK / RAFTER SPAN
2x61 /2"
WIND
AT 2x FASCIA
AT WOOD STUD
LL=10
AT MASONRY OR
LL=30
DESIGN WISIMPSONA35
16"D.C.
V-6"
CONCRETE
T -T'
4'-5"
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
cr
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
ZZ
A=1/4"0x11/2"@12"O.C.
E=3/8"0x21/2"@16"O.C.
J=1/4"0x11/8"@16"A.B.
F¢w
B=3/8"0x11/2"@16"O.C.
F=7/16"0x21/2"@16"D.C.
K=1/4"0x11/8"@12"A.B.
QNa
:
C=3/8"0x11/2"@12"O.C.
G=7/16"0x21/2"@12"O.C.
IL-
D=7/16"0x11/2"@12"O.C.
H=3/8"0x21/2"@12"D.C.
EXIST. RAFTER
'3/4" OR 1 1/2"
ALLOWABLE DECK / RAFTER SPAN
2x61 /2"
RAFTER SIZE
SPACING
OVERHANG
LL=10
LL=20
LL=30
2"x4"
FULL OR
2" x 4"1' "
FULL OR
16" O.C.
V-6"
14'-5"
T -T'
4'-5"
2'4' 8'-5" 4'4"
2'-4"
24" O.C.
8'-2" 4'-3"
2'-5"
8 OR 2xe LEDGER.
>X --
2"x6"FULL OR
2"x8"NOTCHED
24" O.C.
2'-a'
17'-5"
9'-1"
5'-6"
2"x8" FULL
24" O.C.
2'-a'
23'-1"
22'-1"
F -577J
1
10# L.L.=(2)#8 SMS EA. SIDE
20#/30#L.L.=(2)#10 SMS EA. SIDE ' 3/16„
NOTE: 10, 20 & 30 L.L.= V2-#14x2
oFEsslo2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE P17 Es G.p
WD. SCREWS L.L.=20
NEEDED TO EXIST. WALL AT WD. STUDS (16"O.C.) NO. 21543USE: • 9-30620D7 s ES GN LOADS.
SCREWS ALL
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C.
S CIVIL
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ?Z OFCAUF RAFTER TO
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & WALL CONNECTION O3
11.1.2.
DSMST&B
AT 12" O.C.
6„ O STEEL
'3/4" OR 1 1/2"
1/4'0 HOLES,TYP.
2x61 /2"
NOTE: PROVIDE WATER
5" IN. OR 8"
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
I TO DRAIN
RAFTER
1 1/4" ®4
/4" OR 1 1/2"
NOTE: 10, 20 & 30 L.L.= V2-#14x2
oFEsslo2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE P17 Es G.p
WD. SCREWS L.L.=20
NEEDED TO EXIST. WALL AT WD. STUDS (16"O.C.) NO. 21543USE: • 9-30620D7 s ES GN LOADS.
SCREWS ALL
(2)-3/8"0x5" LAGS 3" APART VERT. AT 16" O.C.
S CIVIL
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ?Z OFCAUF RAFTER TO
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), SECTIONS 9.1.2 & WALL CONNECTION O3
11.1.2.
DSMST&B
AT 12" O.C.
6„ O STEEL
p
p
1/4'0 HOLES,TYP.
NOTE: PROVIDE WATER
B' O
OOr
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
I TO DRAIN
TYPICAL BRACKET
1 1/4" ®4
G.c.
MAX. DIST.
HANGER CHANNEL
TO FIRST POST
\
COVERSUPPORT
ER -2640P
BEAM OR WALL.
EAVE LENGTH
12•-0'
HORIZ. WIND=
MAX.
7 OF 30
0
7OFJW
8 OR 2xe LEDGER.
>X --
(562)80&1337 FAX:927.2509 -oxen (a-hotmail.mm
ATTACHMENTS
(}#10x VLE'R
PATIOCOVER
NOTE: PLACE'SIKA FLEX' OR SIMILAR
DRAWN BY: K.K.
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
NOTE:BRACKET
MAY BE MOUNTED
BRACKET CONNECTION
4/
BELOW RAFTER W/
HANGER CHANNEL
SAME CONNECTION'S.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11/232002
JAMES G.FOX, CNIL ENGINEER
HANGER CHANNEL
10, 20 & 30 psi
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
ANDBRACKET
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
7 OF 30
0
7OFJW
REVISED BY: K.K. 8 D.P.
(562)80&1337 FAX:927.2509 -oxen (a-hotmail.mm
ATTACHMENTS
70, 90 8 110 MPH
FAX 403.1519 sales@dumlum.mm
USE 2 EA. 6" APART MAX.
1.50"tL 1.50"
.28" 3
.0 2'
—T.
COLUMN / POST 'TYPES & SURFACE MOUNT ATTACHMENT DETAILS
1 3„ 2„ I 3.00” SQ.
3;00"SQ. F_ .032" #10 SMS 3.00" SQ. '
— 024" @24"0 C.
EA, SIDE
6.5" O 075"
032" I l 14"R 040" ALUbL
ALUM. 1_
nay TYP. .048"STEEL
.28" O
1
TWIN POSTJ-
DRAWN BY: K.K.
bU. ALUM. F'Ub I
1.5" SQ. ALUM. POST
'U' BRACKET @
1 1/2' SO. POST
ALUM. ALLOY 3004-1-136
ALUM. ALLOY 3004-1-136
W/4-#10 SMS OR
I 1 12" SO. POSTS SHOWN
USE @1.50"
1- 1/4'0 M.B. EA.
ALUM. ALLOY
1POST.
11/2"
BRACKET
1 2"
6063-T5
I I CENTER OF BOLT
SQ. POST
IS 9"LONG
OR (2)
AT 1 1/22""
I I
I I
/
111
.050"
ED
Id
INSTALL WASH. PLATE
1-12' SO. x3/16' WHEN USING
IN 110 MPH WIND AREA
MATERIAL:
3004-1-136 ALUM. @ ROLLFORM
6063-T6 ALUM. @ EXTRUDED
"U" BRACKET
QpOFE SS110
ti µES G.,
z
NO. 21543 m
EXP. 9-30-2107 P
S CNIL p
ATE0
FCALFt11
5/8" PLASTIC PLUG
3" SQ. ALUM. POST
WITH SIDE PLATES OD
ALUM. ALLOY 3004-1-136
3.00"• OR
75"
'5"
1.60" +
1.50
INSTALL WASH. PLATE ,070" TYP.
15/" x 5/16"x 5 W WHEN USING IN
110 MPH WIND AREA
.070" BRACKET FOR 3" POSTS'
ALUM "T" BRACKET
3" SQ. STEEL POST
q 7/16"OHOLE
ASTM A653 SS GRADE 40 STEEL
1ST
TYP.
USE FOR 3'
OST ON
6'2-5/16"0 HC___
ALUM. ALLOY 6063-T6
=t.
G =3"S .xt=.188"
O H=3"SO.xt=.250" II
J=4"SQ.xt=.188"
cq
K=5"SO.xt=.188"
3.0' 4.0' O:R:5:
;j
SQUARE
STEEL POST
ASTM A653 SS GRADE 40
STEEL "T" BRACKET
2FLANGES
2 1 /8" APART
BASEFLARES
TO 3"WIDE EA.
SIDE OF FLANGES
Q1 -7/16"O HOLE
& 2-3/8" HOLES
TYP. EA. SIDE
s
DRAWN BY: K.K.
FOX ENGINEERING INC.
2 1/8' 2 1/8"
'U' BRACKET @
1 1/2' SO. POST
71 12• I
- j'--'-
MA•
7/8'
W/4-#10 SMS OR
I 1 12" SO. POSTS SHOWN
F JAMES G. FOX, CIVIL ENGINEER
1- 1/4'0 M.B. EA.
10, 208 30 ps1
1POST.
SHEET
I 1 12' MIN. FROM
1 2"
T BRACKET
I I CENTER OF BOLT
7G
@ 3'SO. POST W/
TO END OF POST
(2}#10 SMS EA.
562 806-1337 FAX:927.25D9 foxenaSholmail.mm
A. PL. (.18')
SIDE OF POST OR
(916) 452-7021 FAX 4031519 sales@dumfum.mm
11/16"0 ROD 3/16"
1/4' M.B. THROUGH
1/8' 2
1040 STL
POST
AUGER PARTS PAINTED
"RUST-O-LEUM"OREQUAL 20"
1 12"TWIN POST:
(1}1/4-,O M.B.
Y0-
PER POST (2 -TOT.)
212'x212"
OR HOT DIPPED GALVANIZED
x 7 GA. STL.
7 GA. STL.
OR ELECTROPLATED
BRACKET:
IY1/4. 0ST
(1 0 M.B.
4' DIA 9 GA. —
R SI
PER SIDE (2 -TOT.)
ASTM A-36 HELIX
0-
- 3l16"
NOTE:
9'xt6'x7 GA.
SINGLE PASS WELDED
MAY BE USED WITH
6' STEEL PLATE
ASTM A36
AUGER ANCHOR
1 1/2"SO. TWIN POST
AUGER PARTS PAINTED
OR 3"SO. ALUM. POST
"RUST-O-LEUM" OR EQUAL
NOTE:
ONLY.
OR HOT DIPPED GALVANIZED
STEEL FOOTINGS AND AUGER ANCHOR TO BE
OR ELECTROPLATED
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
QCa Pnk- Cl AC —QT Q-1-1 TALI c cno COAlHNC
SINGLE PASS WELDED
STEEL FOOTING 6
C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
- LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
F JAMES G. FOX, CIVIL ENGINEER
COLUMN/
10, 208 30 ps1
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
6 8060 TELEGRAPH RD., DOWNEY. CA 90240
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
8 OF 30
I
REVISED BY: K.K. 8 D.P.
562 806-1337 FAX:927.25D9 foxenaSholmail.mm
70,90 8 110 MPH
(916) 452-7021 FAX 4031519 sales@dumfum.mm
-OB H0' GFWt -"
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT
DETAILS
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
ALUM.'T'BRACKET USE WITH
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CNIL ENGINEER
CoLUMN/
7 12"
'
SHEET
11 POST TYPE B.C.D, OR E.
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
STEEL POST ONLY:
HORIZ. WIND =
MAX
12" MIN. FROM
STEEL.TBRACKETUSE WITH
(562) BOE -1337 FAX:927-2509 foxeng@hounail.com
USE POST TYPE
(3)-5/8"OBOLTS
"o' oma'
CENTER OF BOLT
POST TYPE B,C,D,E,F,G,H,J OR K.
F, G. H. J OR K
_
FOR POST TYPE J
I I
TO END OF POST.
3" SG. POST ALUM.TBRACKET:
i
USE
USE (2}1/4'0 x 3 3/4' HILTI
4-
' ,
(2}1/4'0 HILTI-KWIK'-
KWIK BOLTS OR EQUAL
12 DEPTH OF 1
2 12"OBOLTS
f }
FOR ALL OTHER
BOLTS, OR EQUAL, EACH
SEE NOTES BELOW STEEL.'T'BRACKET:
FOOTING OR 1 I
12' MIN. EMBD.
j
CONDITIONS 4 x.188"
BRACKET TO SLAB. ('PER
USE
USE (2)-318'0 HILTI KWIK
(2
1 1
ASTM A36
ICC E.R.4627, EMBEDED
DOLOR EQUAL
STEEL
2 12" MIN., 8 APPROVEDS
T.O.C._
FOR 325# PULL OUT)
'••
0
'r0"SO.13ASE PtT.
. 4
'•'/
l
12"SQ.BASEPLT
312'
!., .
M N.
'
DE TH ;
.4s.+.:: '.
=
18"SQ.BASE PLT.
4
••I•••••
3/16' TM A36 STEEIL
r, x •
SLAB SHALL BE IN
v POURED CONCRETE
"^ •:
F in
GOOD CONDITION
FOOTING SEE NOTE
• i
;•„ • •'
, q ,+,; .;'
a
w
3' _
SQ. POST (STL.) —7
FORSIZE
(12-12.0M.B.
OR FLUTED
SEE FOOTING
z9 LONG, 1"
SQUARE
OR 4" SQ. POST (STL.)
SCHEDULE QUAR
FROM END
SEE FIGS,
INSERT
OF POST
SCHED.
EXISTING
SLAB
7
3" SQ. POSTS TO CONC. FOOTING
$
SQUARE POST EMBED. 9
PL.1/2'THK.
INTO FOOTING
' 1 12" 7• 1 12'
1 12• 9• 1 12"
2'1 1 14° 1 1 2"
_WELDED STEEL BASE PLATE O
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.xl/2" B. C. F. G
BRACKET WITH 3X8 BM.
WANSERT, MAG. BEAM, 4-,7-
OR 10" I -BEAMS.
2. POST TYPE E
WASHER PLATE, 2" X
CUBE SIZE SO. 78' DEEP • CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
12"SQ.xt/2" B. C, D, F, G, 8. H
18" 18" SQ 12"
BOLTS
18"SQ.xl/2" B. C. D, F, G, 8 H
20" 21"SQ. 12"
23"& 24• CUBE
(2}1/2.0 PULL-OUT=
625# MAX. EACH
3 12"
22" 25" SQ. l6,INSTALL
25" - 30' CUBE
(4}12 PULL-OUT=
625a11 MAX. EACH
3 1/2"
y
BRACKET AT STEEL 'T
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" AND 10•
I BEAMS.
4. POST TYPE G
,
24" 28" SQ. 20"
26" 32" SO. 23"
31•-34•CUBE
(4)-518.OPULL.OUT=
865# MAX. EACH
4"
FREESTANDING
BASE PLATE ANCHOR
28" 35" SO. 25"
35" - 39" CUBE
(4}3/4'0 PULL-OUT=
13754 MAX. EACH
8•
30" 39" SQ, 28"
BASE PLATE
ANCHOR BOLTS (SIZE 8 TYPE
32" 43" SQ. 30"
40" - 42" CUBE
(4)7"OPULL-OUT=
1835# MAX. EACH
6,
10"x10"x 12"
(4)- 3/4"0 x 8" EMBEDMENT
HILTI SS KWIK BOLT -II
34"
47" SO. 32"
OO NOT USE STEEL?"
BRACKETS W/ 10"I -BEAMS.
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1875# EA.
NOTES: BOLTS SHALL BE HILTI SS KWIK BOLT -II
OR EQUAL. NO SPECIAL INSPECTION REQUIRED PER
I.C.C. EVALUATION SERVICE INC., ER #4627
36" 51"SQ.
38" 55" SQ. 3T'
12"xl2"x 12"
(4)- 1"0 x 9" EMBEDMENT
40"60" 39"
SQ.
OF ESS IO
1
#MES G N9
C
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
PULL-OUT VALUE=1995# EA
42" 64" SQ. 41"
"
44
69" SQ. 43'
Y
NO. 21543 p
EXP. 9a0 2007
'CUBE FOOTING W1312" SLAB
18"xt8"x 12"
(4)- 1'0 x 6" EMBEDMENT
*
4T1 cmc AP
EOF
HILTI SS KWIK BOLT -II
PER I.C.C. E.S. #4627,
-
CAL 11'0P
PULL-OUT VALUE= 3740# EA.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CNIL ENGINEER
CoLUMN/
70, 208 30 pst
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
9 OF 30
REVISED BY: K.K. 8 D.P.70,
(562) BOE -1337 FAX:927-2509 foxeng@hounail.com
90 8 110 MPHJOB
(916)452-7021 FAX 4031519 sales@duralum.com
"o' oma'
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52 .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.100" SQ.
2.00" SPLICE WHERE 1 •
OCCURS SPLICE WHERE SPLICE WHERE
1.79" OCCURS OCCURS
'- - 4.6" ,_ .. .075-
4.6' TYP.
co 2.57"
14"R
2.19 2.04 TYP. 048„
oss
2.04• TYR
2.08" 065 • -- 3.0 .
4 _r _ TYP. ,
93" 4.oaom 28"
z.7ASTM A653 SS GRADE 40
.035" R.F. GUTTER - ALUM. ALLOY ALUM. ALLOY -
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 A 6063-T6 O O D O
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM O 3" SQ. STEEL BEAM•
3.01-
W-1
: 3,.2., ss'
MAX: ..
r-7 --I _T
C . — .042"
7F_
SPLICE SPLICE NMERE
WHERE 4" SPLICE WHERE OCCURS .0 4" 8.D"
OCCURS 70„ - OCCURS 1 "
TYP 140"
Li-110" TYP.
TYP.
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
ALUM.ALLOY ALUM. ALLOY 7J2
OR EQUAL
6063-T6 r 6063 -T6 \ ALUM. ALLOY OR EQUAL
r ' 6063T6
(,^r
4" I -BEAM 7" I -BEAM 10" I -BEAM O DBL. 2.x 6.5 BEAM 3 x 8 BEAM O
3.0" 1.25"
I ," ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
__T 3" MAX. 3" 6 6 i
4" I -BEAM = 7"x 2 3/4"x 16 GA. STEEL C -BEAM
— f— .042"
.042" T=14 GA. 7"i -BEAM= 12"x 3 1/4' x 12 GA. STEEL C -BEAM
8" 7'$ 5 ASTM A653 GRADE 50
10" I -BEAM = W10 x15or S8 x 18.4 STEEL I -BEAM
apfE5S10
ALUM. ALLOY 3004-H36 625" 1 9
ALUM. ALLOY 3004-H36 I1
NO. x w w
OR EQUAL OR EQUAL O - 2.$75"
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM „E c'.
STEELINSERT oFmL
I.C.C. E.S. EVALUATION DRAWN BY: K.K. FOX ENGINEERING INC. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER DATE: 11232002 JAMES G. FOX, CIVIL ENGINEER 10.20 8 30 Dsf DURALUM PRODUCTS, INC. SHEET
BEAM TYPES 10 OF 30
ER -2640P SCALE:NONE _ 8060 TELEGRAPH RD., DOWNEY, CA 90240 HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95626
REVISED BY: K.K. 8 D.P. 562 806.1337 FAX:927-2509 Pozen hohnail.mm 70, 90 8 110 MPH 1(916)452-7021
FAX 4031519 salesQdumtum.wm
#10 S.M.
(8 TOT.)
SPLICE DETAILS (11 I BEAM TO POST DETAILS (2)
SIMPLE SPLICE FULL MOMENT
#12 S.M.S.
(24 TOT.
(2)#1 E M.TM(d. EA.
ALUM. ALLOY 3004-H36 ' ALUM. ALLOY 3004-1-136
-BEAM
DRAWN BY: K.K.
FOX ENGINEERING INC.
,jyOFESSIO
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NE—_
-
REPORT NUMBER
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCL
R
O
O O
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAY
SHEET
3..5"
NOTCH I -BEAM FLANGE
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
SPLICE DETAILS
1
I I
AS NEEDED TO CLEAR
#12 METAL BACKED,
I -BEAM ALUM ALLOY
3.5"
SO. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY E
E USED. (6061-T6) ALTERNATE I
I
TO POST W/(2}72"0
rX.
FLANGE
STL C
THRU-BOLTS
SPLICE WHER
OCCUR!
4'TOTAL= (8)-12"0 BOLTS
SO. POST
1. 5"
o O O BEAM TO POST CONN.
ALUM. ALLOY
6063-T6
1V-
7"
6" 7" I -BEAM
-3'-0"-
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BIE USED
SPLICE WHEF
OCCUR
ALUM.ALLOY
6063-T6
10" I -BEAM
TOTAL= (12}12'0 BOLTS
DRAWN BY: K.K.
FOX ENGINEERING INC.
,jyOFESSIO
LIVE LOAD=
4v P11,ESG,p Z
5
REPORT NUMBER
DATE: 11232002p
JAMES G. FOX, CIVIL ENGINEER
O
O O
DURALUM PRODUCTS, INC.
SHEET
3..5"
SCALE:NONE
$ 8060 TELEGRAPH RD., DOWNEY. CA 90240
SPLICE DETAILS
1
v j ---o
0 0
#12 METAL BACKED,
1)-e0FCALIF `P
3.5"
562 806.1337 FAX:927-2509 foxen t@hotmail.mm
TEK SCREWS @ 8.0.C.
70, 90 8 110 MPH
STAGGER IN BEAM
O 0
rX.
FLANGE
0
ROOF PANEL
If (4}1/4'0 M.B. BEAM
7"x4' ALUM.'I' BM. TO BRACKET
POST, SEE SCHEDULE — —V_
ALTERNATE BEAM TO POST CONN.
2'318'0 M.B. THRU STL -
BRACKET TO POST.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
,jyOFESSIO
LIVE LOAD=
4v P11,ESG,p Z
REPORT NUMBER
DATE: 11232002p
JAMES G. FOX, CIVIL ENGINEER
m
NO. 21543 m
10, 208 30 psf
DURALUM PRODUCTS, INC.
SHEET
EXP. 330-2007 P
SCALE:NONE
$ 8060 TELEGRAPH RD., DOWNEY. CA 90240
SPLICE DETAILS
1
HORIZ.WIND=
1
8269ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
#12 METAL BACKED,
1)-e0FCALIF `P
NEOPRENE WASHERED
562 806.1337 FAX:927-2509 foxen t@hotmail.mm
TEK SCREWS @ 8.0.C.
70, 90 8 110 MPH
STAGGER IN BEAM
"ao. 4P4
rX.
FLANGE
ROOF PANEL
If (4}1/4'0 M.B. BEAM
7"x4' ALUM.'I' BM. TO BRACKET
POST, SEE SCHEDULE — —V_
ALTERNATE BEAM TO POST CONN.
2'318'0 M.B. THRU STL -
BRACKET TO POST.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002p
JAMES G. FOX, CIVIL ENGINEER
10, 208 30 psf
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
$ 8060 TELEGRAPH RD., DOWNEY. CA 90240
SPLICE DETAILS
1
HORIZ.WIND=
1
8269ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
11 OF 30
REVISED BY: K.K. D.P.
562 806.1337 FAX:927-2509 foxen t@hotmail.mm
70, 90 8 110 MPH
FAX 4031519 sales@dumium.mm
"ao. 4P4
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA BRACKET AT EACH
(WOOD, ALUM. OR HARDBORD) - 112"SO POST ALUM
3.00' GUTTER FASCIA
3' SQ. POST
OR 240" MAG BEAM 3" SQ. POST
3"SQ. STL. BEAM 14
GUTTER FASCIA
MAG BEAM 3' SQ. POST 13
3"SQ. STL. BEAM
p1 0FE sslo4,
MEs
G., 5 '
+ yc
Z
w NO. 21543 m
EXP. 9J0-2007 F -
S CIVtL y
T -0T6 ( C fOP
ALUM. ALLOY 3004-H36
` . 1.50"
28 r
G
I2.. I 2n
1
1 1/2" SQ. OR
2" LATTICE TUBE
#8x2"SMS
OR 2 1/2", TYP.
RAFTER
1 1/2" SQ. LATTICE OR 2"
@ WO.C. MIN.
& 7"O.C. MAX.
LATTICE TO RAFT.
1
O 1 1/2"
.040" 3004-H36 ALUM.
r - T
• i ,
SCREWS NOTED IN DETAIL
1N TO BE @ CENTERLINE
1/2" MIN. EDGE DISTANCE, TYP. .
FASTENER,
-- PER DEATIL
SEE VARIOUS
DETAILS
. W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER &
W= 3 1/8" OR 2 7/8" FOR 8" RAFTER
"U"BRACKET - GENERAL
W -3I
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
x.080' ALLOY 3004-H36
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
(2}#10 S.M.S. EA. SIDE (4) -TOT.
REPORT NUMBER
"
2410x1/2'S.M.S.AT'
10, 20 & 30 Ps1
D.RALUM PRODUCTS, INC.
SHEET
ER -2640P
•
EACH POST
_
HORIZ. WIND=
8269 ALPINE AVE.. SACRAMENTO, CA 95826
#10 S.M.S. TOP & BOTT. (2}TOT.
2412 x 1/2' S.M.S. EACH SIDE OF 3'
ALTERNATE: -
#10 x 1/2" S.M.S. TOP
(916) 452-7021 FAX 4031519 salesQa duratum.mm
F)
SD. POST (4 -TOTAL)
1/4"0 BOLT AND WASHER
& BOTT. (2) -TOT.
1 1/4'
ALTERNATE: 114'0 BOLT WI WASHER
EA. SIDE OF 3" SQ. POST
ON CENTERLINE AT
EACH POST.
-
5 "
ROOF PANEL
4' 61/ 1
PIANOFB CKEr
•T 1II t
1.10"
— — — — — —
ROLLFORMED OR
75 1 1,()
I
EXTRUDED GUTTER
'
1.50' I
FASCIA
ALUM. BRACKET X
L_+
#10 S.M.S. @12"O.C..
3' SQ. POST
2.35'
,
— — —
— — —
612"x2"x
-
-
•.024"RAFTER
`
2410x1/2' S.M.S.` EACH SIDE OF 3"
IRON TFACEOF
-
SO. POST (4 -TOTAL)
AASCIA
ALTERNATE: 114"0 BOLT W/ WASHER
-
-
EA. SIDE OF3'SQ.POST
LOCATION, OF
11/2'SO. POST
RAFTER
"TAIL" TO GUTTER
L
(2}02 S.M.S.
( 2 PER SUPPORT)
/ TO FASCIA.
3.00' GUTTER FASCIA
3' SQ. POST
OR 240" MAG BEAM 3" SQ. POST
3"SQ. STL. BEAM 14
GUTTER FASCIA
MAG BEAM 3' SQ. POST 13
3"SQ. STL. BEAM
p1 0FE sslo4,
MEs
G., 5 '
+ yc
Z
w NO. 21543 m
EXP. 9J0-2007 F -
S CIVtL y
T -0T6 ( C fOP
ALUM. ALLOY 3004-H36
` . 1.50"
28 r
G
I2.. I 2n
1
1 1/2" SQ. OR
2" LATTICE TUBE
#8x2"SMS
OR 2 1/2", TYP.
RAFTER
1 1/2" SQ. LATTICE OR 2"
@ WO.C. MIN.
& 7"O.C. MAX.
LATTICE TO RAFT.
1
O 1 1/2"
.040" 3004-H36 ALUM.
r - T
• i ,
SCREWS NOTED IN DETAIL
1N TO BE @ CENTERLINE
1/2" MIN. EDGE DISTANCE, TYP. .
FASTENER,
-- PER DEATIL
SEE VARIOUS
DETAILS
. W= 2 1/8" OR 1 1/8" FOR 6 1/2" RAFTER &
W= 3 1/8" OR 2 7/8" FOR 8" RAFTER
"U"BRACKET - GENERAL
W -3I
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11/232002
JAMES G. FOX, CIVIL ENGINEER
10, 20 & 30 Ps1
D.RALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
BEAM TO POST
HORIZ. WIND=
8269 ALPINE AVE.. SACRAMENTO, CA 95826
12 OF 30
REVISED BY: K.K. & D.P.
562 806-1337 FAX:927-2509 (oxen hotmail.wm
70, 90 8 110 MPH
(916) 452-7021 FAX 4031519 salesQa duratum.mm
Ae "o. crmas7.
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 CONNECTION PLAN 2
ALTERNATE:
4-414 S.M.S. EACH
RAFTER TO COL.
CONNECT. (8 TOT.)
3"x 3"STL.POST (24") 1 17 1 ALTERNATE
INSERT ATTACHED OR I (2)-2x6.5" OR
3"x 3"STL.POST COLUMN (2)-3"x8"HEADER
FOR FREESTANDING
_ (2}1/2"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
f— 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
/BEAM SPLICE TO
,-OCCUR DIRECTLY OVER
POST. NOT PERMITTED
@ 2 -POST UNITS
i
5/8" 0 PLASTIC
PLUG WHERE
SCREW IS INSIDE
5"
5"
#14 SMS MA)
LIVE LOAD=
BE USE AS
3.5"
3.5"
ALTERNATE 7
JAMES G. FOX, CIVIL ENGINEER
1*(562)80G.1337
LATTICE
1/4"0 BOLTS
t
3.5"
3.5"
ER -2640P
.5' IP_
5'
8" BEAM
E1 OR F2
8269 ALPINE AVE., SACRAMENTO, CA 95826
130E 30
6414 SMS EA.
FAX:927-2SO9 (oxen hotmail.mm
9@
SIDE I
I
6 1/2" SIDEPLATE EA
#14 SMS EA. SIDE ,
I
SIDE SEE POST SCH
TOP, MID HEIGHT
AND BOTTOM.
3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULE 21
a3" SQ. x.024" + (2)-2" x 6 1/2" x.024"
W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY
3" SQ. x .024" + (2)-2" x 6 1/2" x .032"
W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB OR FOOTING.
p1yOFESSloH
ESG.p 9
i
NO. 21543 m
EXP. 9-30.2007 A
1}
ST9T C AA a P
EOFrgU0
I.C.C. E.S. EVALUATION
EPORT NUMBER
DRAWN BY; K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
1*(562)80G.1337
LATTICE
to,20. 30D=
DURALUMPRODUCTS,INC.
SHEET
ER -2640P
SCALE: NONE
REVISED BY: K.K. B D.P.
8060 TELEGRAPH RD., DOWNEY, CA 90240
CONNECTIONS
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
130E 30
FAX:927-2SO9 (oxen hotmail.mm
9@
70, 90 8 110 MPH
(916) 452-7021 FAX 403-1519 sales nQduralum.mm
Joe NO. GFC2 4
10# L.L. 70 / 90 -MPH
FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS
�� FOX ENGINEERING INC.
6.5" ROLLFORM
4" I -BEAM
4.5" / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
z
Fr
0z
10, 20 830 sl
p
70 & 90 MPH
SHEET
70 & 90 MPH
SCALE: NONE
70 & 90 MPH
70190 FREESTANDING
ANDATTACHED
70 & 90 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
70 & 90 MPH
FREESTAND
ATTACHED
FREESTAND
AT
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
p ? g
MAX.POST
MAX.POST
MAX.POST
MAX.POST
MAX.POST
3
r
a z
SPACING
SPACING
SPACING
SPACING
SPACING
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN
POST
FTG
MIN.
POST
FTG
MIN
POST
FTG
MIN.
POST
FTG
MIN
POST
FTG
MM.
POST
Fl.G
MIN
POSTPOST
FTG.MIN.
p
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.]
TYPE
(IN.)
TYPE
4'
17'-0"
14'-3"
277
F
22
A/B
21'-9"
270
G
22
Ay
15'-7 ,
277
G
22
Ay
16'-4"
2 2
G
23
A�
13'-7"
276
F
22
%
5'
13'-7"
12'-9"
277
F
23
A�
19'-6"
270
G
22
p`�
14'-0"
26
F
23
AX
14'-7"
27
G
23
A>/
B
12'-2"
276
F
22
A�
6'
11'-4"
11'-7"
277
F
23
B
17'-9"
270
G
23
g
12'-9"
227
F
24
g
13'-4"
28
G
24
g
11'-1"
?76
F
1 23
1 g
7'
9'-8"
10'-9"
277
F
24
B
16'-5"
270
G
24
B
11'-9"
2�7
F
24
B
12'-4"
2�8
G
25
B
10'-3"
276
F
123
B
8'
8'-6"
10'-0"
274
F
24
B
15'-4"
277
G
24
g
11'-0"
274
F
25
B
11'-6"
274
G
25
B
9'-7"
22
F
1 24
B
9'
T-7„
9,-6„
274
F
25
g
14'-6„
277
G
25
g
10'-5,
274
F
26
g
10'-10"
274
G
26
g
9'-0"
22
F
124
B
10'
6'-9"
9'-0"
274
F
25
g
13'-9"
277
G
25
g
9'-10"
274
F
26
g
10'-3"
274
G
26
g
8'-7"
22
F
25
B
11'
6'-2"
8'-7"
274
F
26
B �
13'-1"
2�7
G
25
g
9'-s"
2�a
F
26
B
9'-10"
2�4
G
27
g
8'-2"
21
F
25
B
12'
5'-8"
8'-2"
274
F
26
g
12'-7"
277
G
26
g
9'-0"
2�4
F
27
g
9'-5"
2�4
G
27
B
T-10"
2�1
F
26
g
13'
5'-2"
T-10"
271
F
26
g
12'-1 ,
274
G
26
g
8'-8"
2%1
F
27
g
9'-0"
2%4
G
27
B
T-6"
2%1
F
26
g
14'
4'-10"
T-7„
20721
F
27
B
11'-7"
2�4
G
26
g
8'-4"
2�1
F
27
B
8'-8"
2�1
G
28
B
T-3"
20
F
26
B
15'
4'-6"
T-4"
271
F
27
B
11'-3"
274
G
27
B
8'-0"
221
F
28
B
8'-1"
271
G
28
g
T-0"
271
F
26
B
16'
4'-3"
T -1n
2�/21
F
27
g
10'-10"
23
G
27
B
7'-9"
2�1
F
28
g
8'-1"
2�1
G
28
B
6'-9"
�k1
F
27
B
17'
4'-0"
6'-10„
2%1
F
27
g
10'-7„
274
G
27
g
7'-7"
2�1
F
28
g
7'-11„
2�1
G
29
g
6'-7„
271
F
27
B
18'
T-9"
6'-8"
179
F
28
g
10'-3„
271
G
28
g
7'-4"
1j9
F
29
g .
7'-8„
1%9
G
29
g
6,-4„
1�9
F
27
g
19'
T-7"
6'-6"
%s
F
28
g
10'-0"
271
G
28
g
T-2„
/l9
F
29
g
T-6"
119
G
29
g
6'-2"
1%9
F
27
B
20'3,-4„
6'-4"
17s
F
28
g
9'-8"
2,
F
28
B
T-0"
1%9
F
29
B
T-3"
%s
G
29
B
6'-0"
1%9
F
28
B
21'
„
6'-2"
18
/s
F
28
B
9'-6"
20
/1
F
28
B
6'-9"
18
/1s
F
29
B
T-1"
18
/1s
G
30
B
5'-11"
1�9
F
28
g
3-2
NOTE: FOOTNOTE: "SAMPLE" QµOFESSIO�
p� µE5 G.
FOOTING SHOWN IN CUBIC INCHES + c
WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0"m
IGURE INDICATES MAX.. HT. = 12'-0" NO. 21543
SEE ALTERNATE FOOTING TABLES EXP. 9-3D-2007 n
SHT. 9 FOR ATTACHED &
srgrFOFI�par
SHT. 29 FOR FREESTANDING
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
�� FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10, 20 830 sl
p
DURALUM PRODUCTS. INC.
SHEET
ER -2640P
SCALE: NONE
E 8060 TELEGRAPH RD., DOWNEY, CA 90240
70190 FREESTANDING
ANDATTACHED
HORIL WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
14 OF 30 .
REVISED BY: K.K. & D.P.
562 806-1337 FAX:927-2509 (oxen hotmail.com
70, 90 & 110 MPH
FAX 403.1519 salm@dumlum.mm
,oe�
10#
L.L. 70 / 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS
7" I -BEAM
DBL. 2"x6.5"x.024"BEAM
DBL032" BEAM
o 3"x21 81iBEAM
3"x8" BEAMw/INSERT
JO O m
¢ _
70 MPH
90 MPH
70 8 90 MPH
70 & 90 MPH
70 8 90 MPH
(916) 452.7021 FAX 4031519 salesQduralum.com
70 & 90 MPH
FREESTAND
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHEDco
rj o
U z g
MAX.POST
MAX.POST
MAX.POST
MAX.POST
F" ~
3
a 9 z
w 0
SPACING
FTG.
MIN.
POST
FTG.MIN.
POST
FTG
MIN.
SPACING
I I
FTGPOST
MIN.
POST
FTG
MIN.
POST
SPACING
FTG
MIN.
POST
FTG
MIN.
POST
SPACING
FTG
MIN.
POST
FiG
MIN
POST
3
~
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
45'-3"
378
G
471
G
32
B
11'-7"
2 7
F
20
A/
13' 10"
2 6
F
21
B
29'-3,
3 5
G
27
B
4'
5'
13'-7"
40'-6"
327
G
4
G
33
/E
10'_6"
227
F
21
B
12'-4"
226
F
22
B
26'-2"
25
G
28
B
5'
6'
11'-4"
37'-0"
337
G
140
G
34
2E
9-7
227
F
22
B
11' 3"
2 6
F
23
B
23'-11"
335
G
29
yC
6,
7'
9'-8"
34'-3"
35
G
471
G
35
E
8'-10"
2 27
F
22
B
10'-5"
2 26
F
23
B
22'-1"
335
G
30
C
7'
8'
8'-6"
32'-0„
3 4
G
3 8
G
35
8'-4,.
274
F
23
B
9' 9 ,
2 2
F
24
B
20'-8"
3 3
G
31
E
8,
9'
7'-7"
30'-2"
3
G
%38
G
36
7'-10"
23
F
23
B
9'-5"
21
F
25
B
19'-6"
332
G
31
E
9,
10'
6'-9"
28'-8„
3/34
G
3X8
G
37
7'-5„
224
F
24
B
8' 9"
222
F
25
B
18'-6„
323
G
32
10'
,
6'-2"
27'-4„
32 32
G
36 38
G
37
F
7'-1„
2 4
F
24
B
8, „
2 2
F
25
B
17'-8"
32 3
G
32
E
11'
12'
6-8"
26'-2„
31
32
G
36
38
G
38
E
6, 9„
23
24
F
24
B
8,_0„
21
22
F
26
B
16'-11„
32
23
G
33
B
E
12'
13'
5'-2"
25'-1"
3X
G
34/
G
38
F
6'-6"
2
F
25
B
7'-8"
2
F
26
B
16'-3"
2
G
33
E
13'
32
6
21
21
30
14'
4'-10"
24'-2"
332
G
%6
G
39
F
6'-3"
2
F
25
B
7' a"
2
F
26
B
15'-8"
220
G34
E
14'
15'
4'-6"
23' 4"
31
32
G
34
2s
G
39
E
/F
6'-0"
20
2
F
25
B
7'-0"
20
2
F
27
B
15'-2"
29
9
G
34
15'
16'
4'-3"
22'-7"
322
G
376
G
40
F
5'-9"
22
F
26
B
6'-8"
22
F
27
B
14'-8"
29
G
34
E
16'
17'
4'-0"
22'-0„
30
G
34
3s
G
40
F
5. 6„
20
2
F
26
B
6, 4.,
20
2
F
27
B
14'-3„
29
20
G
35
B
17'
18'
3'-9"
21'-4"
3 0
G
33/
G
41
F
5'_3"
1%9
F
26
B
6'-0"
1 19
F
28
B
13'-10"
2 27
G
35
E
18'
19'
3'-7"
20'-9„
320
G
3314
G
41
F
5'-0„
1N9
F
27
B
5'-8„
1 9
F
28
B
13'-5„
26/7
G
35
E
19'
20'
3'-4 ,
20'-3"
3/330
G
3/324
G
41
F
4'-9"
18
/9
F
27
B
5'-4"
1 g
19
F
28
B
13'-1 "
2/62
27
G
36
B
/E
20'
21'
3'-2"
19'-9"
270
G
333
G
42
F
4'-6"
1A9
F
27
B
5'-0"
1 9
F
28
B
12'-9"
2 26
G
36
XE
21'
NOTE: FOOTNOTE: "SAMPLE" '? OFESSIO4
FOOTING SHOWN IN CUBIC INCHES 'Pkes c,c+ tic
WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0"2
FIGURE INDICATES MAX.. HT. = 12'-0" m
NO. 21543
SEE ALTERNATE FOOTING TABLES EXP 9-30-2007 p
SHT. 9 FOR ATTACHED & t
SHT. 29 FOR FREESTANDING cNO. Nr
OFCq 1F
I.C.C. E.S. EVALUATION
REPORT NUMBER
DRAWN BY: K.K.
DATE: 1 1/2312002
FOX ENGINEERING INC.
P JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
LIVE LOAD=
10, 20 8 30 psf
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
REVISED BY: K.K. 8 D.P.
$ 8060 TELEGRAPH RD., DOWNEY, CA 90240
562 806-1337 FAX:927.2509 foxen (alhotmail.mm
70190 FREESTANDING
ANDATTACHED
HORIZ. WIND=
70,90
8269 ALPINE AVE., SACRAMENTO, CA 95826
15 OF 30
8 110 MPH
(916) 452.7021 FAX 4031519 salesQduralum.com
10# L.L. 110 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS
_L FOX ENGINEERING INC.
6.5" ROLLFORM
4" I -BEAM
4.5 /
MAG GUTTER
MAG BEAM.
3" SQ. STEEL BEAM
=
Is p
J CD
00
MAX.POST
110 MPH
MAX.POST
X.
110 MPH
MAX.POST
110 MPH
MAX.POST
110 MPH
MAX.POST
110 MPH
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
azg
X z
p
SPACING
SPACING
SPACING
SPACING
SPACING
FTG.
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
'
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
(IN.)
TYPE
(IN.)
TYPE
(IN•)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
11'-7"
'/"3/2
F
23
%
18'74,,
3%6
H
27
A
12'-9'.
3 3
F
24
A
13'-4"
3%a
F
25
A
11'-11I
31 /
/32
F
23
A B
5'
13'-7"PT-0 '
3X2
F
24
A
16'-5"
3 6
G
28
A B
11'-5"
373
F
25
Y
11'-11"
37
F
26
A
9'-11"
3 2
F
23
AX
6'
11'-4„/2
F
23
A B
15'-0"
3 6
G
29
B
10'-5"
3 3
F
26
A
10'-10„
3 4
F
26
A
9' 0"
3 2
F
25
AX
7'
9'-8"
3X2
F
26
AY
13'-10"
3 6
G
30
B
9'-7"
3X3
F
26
A
10'-0„
3X34
F
27
AYB
8'-4"
3X2
F
25
AX
8'
8'-6"
//9
F .
26
A B
13'-0„
373
G
31
B
9'-0„
2;0
F
27
B
9'-5,
30
F
28
A31
7'-10"
2 9
F
26
A
9'
7'-7"
/29
F
27
A
12'-3,,
32/3
G
31
B
8'-6,.
270
F
28
A
8'-10"
371
F
28
B
7'-4„
2 9
F
26
A
10'
6'-9"
Y9
F
27
A B
11'-7"
37333
G
32
B
8'-0"
270
F
28
A/
8, 8„
30
F
29
A
7'-0"
2 9
F
27
AX
11'
6'-2"
//9
F
28
Ax
11'-1„
3 3
G
32
B
7'-8„
2 0
F
29
A/
8'-5,
3 1
F
30
A/
6'-8"
2 9
F
27
A/
12'
5'-8"
6'-8"
/29
F
28
B
10'-7"
3 `3
/i3s
G
33
B
T-4"
2/30
F
29
A
7'-8"
30
1
F
30
A
6, n
2 9
F
28
A
/B .
13'
5'-2"
6'-5"
6
F
29
A/
10'-2"
2/30
G
33
B
7'-0"
2 7
F
29
A
7'-4"
2 a
F
29
6'-1"
2 6
F
28
A/
14'
4'-10"
6'-2"
6
F
29
A
9'-10"
2 0
G
34
B
6'-9"
277
F
30
A
6'-10"
2 8
F
30
Ay
5'-10"
2 6
F
28
AX
15'
4'-6„
6'-0"
2 6
F
29
g
9'-6"
2 0
G
34
B
6'-7"
2 /7
F
30
A/
6'-10"
2 8
F
30
A/
5'-7"
226
F
29
A/
16'
4'-3"
5'-9"
6
F
29
A
9 -2
2 0
G
34
B
6'-4"
2/27
F
31
B
6'-7"
2%8
F
31
A
5,-4„
2Y6
F
29
A/B
17'
4'-0,
5'-9"
%6.
F
30
g
8'-11„
2 o
G
34
B
6'-2„
2 7
F
31
A
6'_5„
2 8
F
31
B
5'-1„
2Y6
F
29
A/ B
18'
3'-9"
5,_5„
%/4
F
30
%
8'-8„
2/7
G
35
B
6'-0„
2 4
F
31
A%
6,_3„
2 5
F
31
4'-10"
2k24
F
29
AXB
19'
3'-7"
5'-4"
2 4
F
30
A
8,_5n
2%7
G
35
B
5'-10„
2 4
F
31
A
6,_1„
2 5
F
32
A
4'-7„
2 4
F .
29
A
20'
3,-4„
5'-2"
4
F
31
A/
8'-2"
2/Z7
G
35
B
5'-8"
2/Za
F
31
A/
5'-11"
275
F
32
:
A B
4' 4"
2Y4
F
29
A/
21'
3'-2"
5'-0"
4
F
31
A B
8'-0"
26/7
/2
G
36
B
5'-6„
23/4
2
F
32
A/
5-9
2 5
F
32—
A
4,_1„
2Y4
F
29
A,B
NOTE: eFEssbro
FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" PMEs c,F + c
WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0"m
FIGURE INDICATES MAX.. HT. = 12'-0" NO. 21543
SEE ALTERNATE FOOTING TABLES EXP. 9_30.2oo7 n
SHT. 9 FOR ATTACHED & 't
SHT. 29 FOR FREESTANDING srq cl L xr
OF IFP
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
_L FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
i JAMES G. FOX, CIVIL ENGINEER
POST SPACINGTABLE
10, 20830 psf
DURALUM PRODUCTS, INC.
$HEFT
ER -2640P
SCALE: NONE
$ 8060 TELEGRAPH RD., DOWNEY. CA 90240
110 FREESTANDING
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
16 OF 30
REVISED BY: K.K. & D.P.
562 806-1337 FAX:927-2509 (oxen hotmaiLmm
ANDATTACHED
70, 90 & 110 MPH
(916) 452.7021 FAX 403.1519 saIlm@dumlum.mm
10# L.L. 110 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS
FOX ENGINEERING INC.
LIVE LOAD=
7" I -BEAM
10" I -BEAM
DBL. 2"x6.5N.024"BM
DBL032" BEAM
0R 3"xs''BEAM
3"x8" BEAMMINSERT
Q=
j p
J
Lo) ? g
MAX.POST
110 MPH
MAX.POST
110 MPH
MAX.POST
110 MPH
MAX.POST
110 MPH
MAX.POST
110 MPH
FREESTAND
(562) 8061337 FAX:927-2509 loxeng@holmail.mm
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
3
F-
a Z
SPACING
SPACING
SPACING
SPACING
SPACING
FTG
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
FTG
MIN.
POST
p
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
01'-
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
37'-0"
4
34
B
52'-2"
5 3
K
38
F
9'-7"
%2
F
22
B
11'-3"
X32
F
23
B
23'-11"
"a" ao
G
30
g
5'
13'-7"
33'-1"
74
J
36
B
46'-8"
5'3
K
40
F
8'-7"
72
F
23
B
10'-1"
332
F
24
B
21'-4"
3 40
G
31
B
6'
11'-4"
30'-2"
4
j
37
B
42'-7"
503
K
41
F
7'-10"
72
F
24
B
9'-2"
%2
F
25
B
19'-6"
0
G
32
B
7'
9'-8"
27'-10"
74
H
38
E
39'-3"
50
K
42
F
7'-2"
72
F
24
B
8'-6'
3%2
F
26
B
18'-0"
0
G
33
B
8'
8'-6"
26'-1"
42 4 XO
37
E
36'-11"
4 9
K
43
F
6'-9"
B
F
25
B
8'-0"
2 9
F
26
B
16'-11"
/37
G
33
B
9'
1 7'-7"
24'-8"
2
H
39
E
34'-10"
a 9
44
F
6'-4"
78
F
25
B
7'-6"
279
F
27
B
15'-11"
7
G
34
B
10'
6'-9"
23'-4"
72
G
40
E
33'-0"
479
j
45
F
6'-1"
78
F
26
B
7'-1"
279
F
27
B
15'-1' _
/37
G
35
B
11'
6'-2"
22'-3„
40
2
G
41
E
31'-6„
48
749
j
45
E
5'-9„
27
8
F
26
B
6'-9"
28
9
F
27
B
14'-5"
3
/37
G
35
B
12'
5'-8"
21'-4"
2
G41
F30--1
49
46
F
5'-7"
B
F
26
B
6"6„
279
F
28
B
13'-7"
/37
G
35
B
13'
S'-2"
20'-6"
7o
G
42
F
28'-11"
a44
3
47
F
5'-5"
5
F
27
B
6'-3"
25
F
28
B
13'-3"
734
G
36
B
14'
4'-10"
19'-9"
4o
G
42
F
27'-11„
x745
3
47
F
5'-3"
75
F
27
B
6,_0„
276
F
29
B
12'-9"
3 34
G
37
B
15'
4'-6"
19'-1"
7o
G
43
26'-11"
4 5
j
48
F
5'-1"
5
F
28
B
5'-10„
25726
F
29
B
12'-4"
/s4
G
37
E
16'
4'-3„
18'-6"
7o
G
43
F
26'-1"
4 5
48
F
5'-0"
5
F
28
B
5'-7
225
F
29
B
11'-11"
/s4
G
37
E
17'
4'-0,
17'-11"
8
G
44
F
25'-4"
a 5
j
49
F
-
-
-
-
5'-4"
2 6
F
29
B
11'-7"
734
G
38
E
18'
3'-9"
17'-5"
78
G
44
F
24'-7„
42-, 43
j
49
F
-
-
-
-
-
5'-1„
2 4
F
29
B
11'-3"
G
38
E
19'
3'-7,
16'-11"
78
G
44
VF23'-11"
3
3
50
F
-
-
-
-
5'-0„
24
F
30
B
10'-11
/31
G
38
20'
3 „
16'-6"
s
G
45
F
23'-4"
a 43
50
F
-
-
-
-
-
-
-
-
-
-
10'-8„
3 31
G
39
E
21'
3'-2"
16'-1 "
78
G
45
F
22'-9"
4
/ 43
50
F
-
-
-
-
-
-
-
-
-
-
10'-5"
/31
G
39
E
NOTE: 9aQFESS,04,,,
FOOTING SHOWN IN CUBIC INCHES FOOTNOTE: "SAMPLE" Q4'P"ES G.
WITHOUT SLAB. FIGURE INDICATES MAX.. HT. = 10'-0 Z
FIGURE INDICATES MAX.. HT. = 12'A" NO. 21543 a
W. aao-soo7
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
6 CIVIL p
SHT. 29 FOR FREESTANDING greeFcn FdN'
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPO
REPORT NUMBER
DATE:1123/1002
JAMES G. FOX, CIVIL ENGINEER
POST SPAMNGTABLE
10, 20830 Psf
DURALUM PRODUCTS, INC.
17 OF 30
vOW.
0P
SCALE: NONE
Y 8060 TELEGRAPH RD.,DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
1
HORIZ. WIND=
1
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
oroias,-
REVISED BY: K.K. & D.P.
(562) 8061337 FAX:927-2509 loxeng@holmail.mm
70.90 6 110 MPH
FAX 403.1519 sales@duralum.mm
20# L.L. 110 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS
FOX ENGINEERING INC.
6.5" ROLLFORM
4" I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
=
-
3
J co
O z 5
r, — co
O
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.
MIN.
POST
TYPE TYPE
FTG
CIN.)
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.)
N.
POST
TYPE
a'
8'-11"
10'-3"
30 31
F
zs
B
15'-11"
/
j
2s
B
11'-3"
31
Cj
23
g
11'-9"
3
G
2a
B
9'-9"
(',
71
g
s
7'-1"
9'-2"
F
23
B
14'-3"
G
z7
B
1 o'-1"
3%
G
za
B
10'-6"
3%
G
2a
B
s' 9"
2
G
23
B
s
5'-11"
8'-5"
30 31
F
24
B
13'-0"
33,
G
z8
B
9'-2"
3
G
zs
B
9'-7"
3/
G
zs
B
8'-0"
%
G
za
B
T
5'-1"
7'-9"
z7 z8
F
zs
B
12'-0"
%,
G
29
B
8'-6"
G
26
B
8'-11"
31 32
G
26
B
7'-5"
G
za
B
Ir
4'-5"
7'4"
%2
F
25
B
11'-3"
30/
G
29
B
8._0n
%
G
zs
B
64"
G
2s
B
6'-11"
%
F
2s
B
9
3'-11"
6-10"
2/
F
26
B
10'-7"
30/
G
30
B
7._6n
2%
F
27
B
7'-10"
2Y
F
27
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6.6..
%
F
25
B
10,
3'-6"
6-6"
z7 26
F
26
B
10'-1"
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G
30
B
7'-1"
F
27
B
7'-5"
28 29
F
27
B
6-2"
%
F
26
B
11•3'-2"
6._2..
z7/
F
27
B
9'-7"
30 31
G
31
B
6'-9"
2 9
F
27
B
7'-1..
z ,
F
28
B
5'-11"
%.
F
26
B
17
-
5'-10,.
27/
F
27
B
9,_2..
30/
G
31
B
6'-6"
2X
F
28
B
6'-9"
za/
F
28
X
6-8"
F
27
B
13
-
5'-6"
778
F
27
B
8'-10"
30 31
G
32
B
6'-3"
6
F
28
B
6'-6"
F
29
6-5"24
2s
F
27
B
14,
_
5,_2.,
z7 z8
F
27
B
8'-6"
z
G
32
B
6-0"
zs zs
F
zs
B
6._2"
n/
F
29
B ,/E
5-2"
2/
F 1
27
B
15,
-
-
-
-
-
-
8'-2"
T7/
G
32
B
5'-10"
z/
F
29
B
6'-1"
%
F
zs
/
-
-
-
-
16'
-
-
-
-
-
-
7'-11"
/.
G
33
B
5'-8"
%
F
29
B
5'-10'.
2Y
F
29
/E
17•
_
-
-
-
-
-
7'_8"
2728
G
33
B
6-6"
%
F
30
B
5-8"
z3 24
F I
30
/
-
-
-
-
-
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 29 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES MAX.. HT. = 10'-0" IGURE INDICATES MAX.. HT. = 12•-0"
,?,OF E SSlpy
>P' •ES G.p t
Z
NO. 21543 in
EXP. 930.2007 z
SA CP/R y
9)F CFCPLFO
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
EE
SHEET
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
POST SPACINGTABLE
10, 208 30 psf
DURALUM PRODUCTS, INC.
ER -2640P
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
110 FREESTANDING
I
HORIZ. WIND=
I
8269 ALPINE AVE., SACRAMENTO, CA 95826
18 30
REVISED BY: K.K. 8 D.P.
562 806-1337 FAX:927.2509 foxen9@hotmail.mm
ANDATTACHED
70, 90 8 110 MPH
(916) 452.7021 FAX 403-1519 salw@dumfum.mm
20# L.L. 110 MPH FREESTANDING & ATTACHED
SOLID PATIOS 12' OR LESS
FOX ENGINEERING INC.
LIVE LOAD =
7" I -BEAM
10"
I -BEAM
DBL. 2"x6.5"x.024"BM
DBLBEAM
oR 3"x8''8 AM
3"x8" BEAMMINSERT
=
F
5 p
I—
J t9 m
O
O i g
a Z
p
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
ATTACHED
ESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG
(IN.)
MIN
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
)
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"
32'-9"
Y4,
G
33
F
46'-2"
K
37
F
8'-6"
G
2,
B
10'-0"
7
G
22
B
21'-2"
G
E
s
T_1 .
29'-4"
az
/
G
3a
F
41'-s"
as
/
K
3e
F
T-7"
/
G
zz
B
8'-11"
zs
/
G
z3
B
18'-11"
G
3o
C
E
e
5'-11"
26'-9"
aY
G
35
F
37'-9"
%
K
39
F
6'-11"
G
z3
B
8'-2"
29
G
za
B
17'-3"
G
31
c
r
5'_1n
24'-9°
a/
G
36
F
35'-0"
%
K
4o
F
6'-5"
%
F
z3
B
T-7"
%
G
zs
B
16'-0"
%
G
3,
E
s
4'_5"
23'-2"
%
G
37
F
32'-8"
K
41
F
6-0"
%
F
za
B
7'-1"
%
G
21
B
15'-0"
%
G
32
E
9
3'-11"
21'-10"
%
G
38
F
30'-10"
a%
J
42
F
5'-8"
z%
F
24
B
6-8"
2/7
G
26
B
14'-1"
G
E
IV
3 _g
20'-8"
G
38
F
29'-3"
%J
43
F
5'-4"
26
F
25
B
64"
Y27
F
zs
B
13'-5"
G
33
E
3-2"
19'-9
G
39F
27'-11"
%J
as
F
j
XF
B
6
26
727
F
B
G
34
F
17
-
18'-11"
G
4o
F
26'-8"
°%
J
4a
F jG
4'-11"
X
F
25
B
5'-9"
Y
F
27
B
12'-3"
Y
G
34
F
13'
-
18'-2"
40
G
4o
F
25'-8"
%
47
J
45
F
/G
-
-
_
-
-
5'-6"
24
F
z7
B
11'-9"
31
G
3s
E
E
14'
-
17'-6"
G
a,
F
24'-9"
j45
FX
-
-
-
-
-
5 -4
24
F
27
B
11 -4"Y
G
35
F
15'
-
16'-11"
Y
G
41
F
23'-10"
%
J
F
-
-
-
-
-
5'-2"
%
F
28
B
10'-11"
Y
G35
E
F
to
-
164"
Y
G
41
F
23'-1"
%
J
46
F
_
-
_
-
-
-
-
-
-
10'-7"
G
E
1r
-
15'-10"
%
G
42
F
22'-5"
%
J
47
G
-
-
_
-
-
-
-
-
-
-
10'-3"
X
G
E
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 29 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES MAX.. HT. = 10'-0"—E+
FIGURE INDICATES MAX.. HT. = 17-0„
,? OFESSl0
K.ES G., ZC
i
NO. 21543 m
EXP. 9JP2007 xt
Sp CIVIL p
n oFCALFO(
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 11232002
10JAMESG. FOX, CIVIL ENGINEER
POST SPACING TABLE
10,208 30DURALUM
1
PRODUCTS, INC.SCALE:
1(916)452-7021
19 OF 30
ER -2640P
NONE
8060 TELEGRAPH RD.,DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
1
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
roe s
REVISED BY: K.K. 8 D.P.
562) 806-1337 FAX:927-2509 foxeng0hotma8.mm
70.90 9 110 MPH
FAX 403-1519 sales@duralum.mm
30# L.L. 110 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS
FOX ENGINEERING INC.
6.5" ROLLFORM
4"
I -BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL BEAM
Q=
ca 3
J110
O z00
a O
MAX.POST
SPACING
MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
I ATTACHED
FREESTAND
ATTACHED
FREESTAND
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
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'
6-0"
8'-5"
G
z,
C
-
%G
za
C
/.
G
zzC%
-8
G
z
E
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j
G
21
B
s
4'-10"
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G
zz
C
11'-9"
3 2
G
25
C
8'-3"
G
23
C
8'-8"
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G
z3
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zz
B
s
4'-0"
6'-11"
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F
23
10'-9"
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G
zs
C
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24
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G
24
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6'-7"
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F
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B
r
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6'-5"
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23
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9'-11"
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27
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2s
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7'-4"
%
F
25
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6'-1"
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6'-0"
%
F
24
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9'-3'.
2Y
G
27
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6'-7"
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6'-10"
%
F
2s
E
5'-8"
%
F
23
B
s
2'-8"
5'-7"
F
24
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s'-9"
G
za
B
6'-2"
Y
F
is
C
6'-5'
%
F
zs
E
5'-4"
X
F
24
B
10
2'-5"
5'4"
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zs
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8'4"
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za
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5'-;l 0"
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25
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6'-1"
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5'-1'
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24
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11'
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F
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7'-11"%
G
zs
B
5'-7"
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C
5'-10"
F
E
4'-10"
F
B
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4'-10"
%
F
25
E
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G
5' 4"
F
C
5'-7"
%
F
E
4'-7"
%
F
25
B
13'
-
-
-
-
-
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7'-3"Y
G
3D
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5'-1"
Y
F
2s
C
5' 4"
2%
F
z7
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14'
-
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-
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T-0"
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G
30
/E
4'-10" 1
%
F
27 1
C
5'-2"
%
F
n
E
-
-
-
-
-
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 29 FOR FREESTANDING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES MAX.. HT. = 10'-0" FIGURE INDICATES MAX.. HT. = 12.-O" -
p ppOFESSIph
vl pM FS G. F 5
+ c
z
NO. 21543 m
EXP. 330-2007 z
C Ny
gTFOFCp1.1F0aa P
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG.
REPORT NUMBER
DATE: 11/23/2002
JAMES G. FOX, CIVIL ENGINEER
POSTSPACINGTABLE
10, 20830 psf
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
' 8060 TELEGRAPH RO., DOWNEY, CA 90240
110 FREESTANDING
I
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, Q11:1.
2, OF30
REVISED BY: K.K. 8 D.P.
(562) 806-1337 FAX:927-2509 foxeng@h"tmafl.mm
ANDATTACHED
70, 90 8 110 MPH—
(916) 452-1021 FAX 403.1519 sales@duraNm.mm
W. w0 —.
>_7"
DRAWN BY: K.K.
I -BEAM
1011
I -BEAM
DBL. 2"x6.5"x.024"BM
Ut5L•Z
A 3'xs'U63EAMCHIVI
3"x8" BEAMw/INSERT
S p
00 z g
n z
m w O
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POSTPOST
TYPE
FTG.MIN.
(IN.)
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN•)
MIN.
POST
TYPE
FTG
(IN.)
MIK
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
4'
6-0"
27'-0"
J
31
E�/F
38'-1"
a/a
H
35
F
T-0"
z�
F
20
g
8'-3"
299
G
z1
B
17'-5"
a�
G
27
g
s
4'-10"
24'-1"
40
41
.�
az
E�
34'-1"
H
36
F
s' -3"z/29
F
1 21
B
7'-4"
29G
zz
B
15'-7"
a�
G
ze
B
9
4'-0"
22' -on
40/
H
33
F
31'-1 „
aa/
H
a7
F
5' 8"
2Y
F
21
B
6'-8..
zs/
r +
22
g
14'-3°
a%
G
29
E
r
3'-5"
20'-4"
40 41
G
34
F
28'-9"
X
H
38
�G
5'-3"
28/
F
22
B
6'-2"
�%
G
23
B
13'-2"
3Y
G
29
E/
a
3'-0"
19'-1"
37
G
35
F
26'-11"
a1
H
3s
V_
G
-
-
_
-
_
5'-10"
27
G
2a
B
12' 4"
3a
/
G
3o
E
g
2'-8"
18'-0..
3X
G
35
F
25'-4..
aX
H
40
F/G
-
-
_
-
_
5'-16"27
G
za
g
11'-7"
G
31
E�
1a
2'-5"
17'-0..
37/
G
ss
F
24'-1
aX
H
VG
_
_
5'-2"
26/
G
to
B
11'-0,.
344
G
31
E�
11'
16-3
3
X38
F22-11XazH
a
a1
G
4-11.6/Gg10-6
z
X
G�/F
az
E_
17
-
15'-7,.
3X
G
37
F/G
22'-0"
41
H
42
G
-
-
_
-
_
4'-9..
zs/
G
g
10'-1,.
3a/
G
E/
13
-
14'-11
38
F
/G
X
H
G
_
a1%
32
G
33
E
1a'
-
14'-5"
344
35
G
38
F/
G
20-4
X
H
43
G
-
-
-
g'-4"
31 32
G
33
F
1s
-
13'-11..
34/
G
38
G/G
1g'-8„
38/
H
43
G
3%
G
33
F
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED 8
FOOTNOTE: "SAMPLE"
SHT. 29 FOR FREESTANDING FIGURE INDICATES MAX.. HT. = 10'-0"-14
FIGURE INDICATES MAX.. HT. = 12'-0"
QROFE SSIO,y
i. >P'MES G.a
+ yC
4
NO. 21543 m
EXP. 93(Q007 P
4 CIyO. p
FCAU
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11!23/2002
JAMES G. FOX, CIVIL ENGINEER
1010,
POST SPACING TABLE
20 a 30 pst
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
HORIZ. WIND=
8269ALPINE AVE., SACRAMENTO, CA95826
21 OF 30
REVISED BY: K.K. a D.P.
562 806.1337 FAX:927-2509 (oxen hotmail.mm
70, 90 8 11 )MPH
(916) 452-7021 FAX 4031519 sates@duralum.com
'oa "o' er"
10# L.L. 70 & 90 MPH ATTACHED OPEN LATTICE PATIOS
}
a =
o
m -
Fx 3
MAX.coL.
SPACING
ON SLAB
SEE
FOOT-
NOTE'
3" STEEL BEAM
DBL.2"x6.5"x.024"BM
DBLO'R 3"x86.5" tEA M BM
OR "BEA
DBL.3" x 8" BEAM
3" x 8" BM W/INSERT
POST
SPACING
FTG,
FT
CUBE FTG.
SIZE
POST
SPACING
ON
FTG.
CUBE T'G.
SIZE
POST
SPACING
ON
FTG.
CUB FTG.
SIZE
POST
SPACING
ON
FTG.
CUBE FT'G.
SIZE
POST
SPACING
ON
FTG.
CUBE FTG.
SIZE
70 & 90
MPH
70 & 90
MPH
70 & 90
MPH
70 8 90
MPH
70 8 90
MPH
s
11'-4"
13'-7"
19
11'-7"
18
13'-3"
19
15'-7"
19
28'-9"
25
r
9'-8"
13'-1"
19
10'-11"
19
12'-3,.
20
14'-7"
20
28'-1"
26
e
8'-6"
12'-7"
20
10'-6"
19
11'-5"
20
13'-9"
20
27'-5"
27
s
7'-7"
12'-0"
21
10'-0"
20
10'-10"
21
13'-2"
21
26-10"
27
10'
6'-9"
11'-6"
22
9'-7"
20
10'-4"
21
12'-8"
21
26'-3"
28
11'
6'-2"
11'-2"
22
9'-2"
21
9'-10"
22
12'-4"
22
25'-9"
29
12
5'-8"
10'-3"
22
8'-10"
21
9'-5"
22
11'-9"
22
25'-3"
29
13•
5'-2"
9'-11"
22
8'-7"
21
9'-0"
23
11'-4"
23
24'4"
30
1a
4'-10"
9'-7"
23
8,4,
22
8'-8„
23
11'-0"
23
24-4-
30
15•
4'-6"
9'-3"
23
8'-0"
22
8'-5"
24
10'-9"
24
23'-11
31
16,
4'-3"
9'-0"
23
7'-10"
22
8'-2"
24
10'4,
24
23'-6"
32
1r
4--0--
8'-8"
23
7'-7"
22
7'-11"
24
10'-3"
24
23'-1"
32
18•
3'-9"
8'-7"
24
7'-5"
23
7'-8"
25
10'-0"
25
22'-9"
33
19
3'-7-'
8,4„
24
T-3"
23
7'-5„
25
91-91,
25
22'-5"
33
20'
3'-4"
8'-2".
24
7'-1"
23
7'-2"
25
9'-6"
25
22'-1"
33
21'
3'-2„
8,-0"
24
6'-11"
23
6-11"
26
9'-3n
26
21'-5"
34
10' HT. OR LESS
a =
HT.=8' MAX.
HT.=10• MAX.
i2
POST TYPE
POST TYPE
SHEET
1
2
1
2
6'2
2
2 2
2 3
2 2
r
2 3
2 2
2 3
2 2
6
2 3
2 2
2 4
2 2
s
2 3
2 2
2 4
2 3
10,
2 4
2 2
7747
2 3
11.1_3-4
EXP. 9.30-2007 p
3-- 3
3 5
2 3
1r
2 4
2 3
3 5
2 3
13
3 4
2 3
3 5
2 4
1a•
3 5
2 3
3 5
2 4
u•
3 5
2 3
3 6
3 4
1s
3 5
2 3
4 6
3 4
17'.
3 5
2 4
4 6
3 4
18'
3 5
2 4
4 7
2 5
1s
3 6
3---4
4 7
3 5
29
4 6
3 4
4 7
3 5
21-
4• 6
4
3 5
FOOTNOTE: '
NOTE:
FOX ENGINEERING INC.
HEADER AND OR
FOOTING SHOWN IN CUBIC INCHES
SHEET
FOOTNOTE: "SAMPLE"
DATE: 11232002
JAMES G. FOX, CIVIL
IL ENGINEER
MIN. NO. OF POST
REQUIRED SPACING
WITHOUT SLAB.
PRODUCTS, INC.
FIGURE INDICATES 70 MPH --a
ER -26400-
FIGURE INDICATES 90 MPH
MUSTEXCEED
SEE ALTERNATE FOOTING TABLES
QaoeESS1oN9
8269 ALPINE AVE., SACRAMENTO, CA 95826
22 OF 30
ALLOWABLE SLAB SPACING
SHT. 9 FOR ATTACHED &
G,p
70.9 8 110 MPH
OR LESSER MUST BE USED
SHT. 29 FOR FREESTANDING
PMES
+ i
FOOTNOTE:'
NO. 21543 m
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
EXP. 9.30-2007 p
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
S COWL Y
,FOFCPLF
I.C.C. E.S. EVALUATIONDRAWN
BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL
IL ENGINEER
SPACING TABLE
10. 20 8 30 "fDURALUM
PRODUCTS, INC.
ER -26400-
SCALE:NONE
8060 TELEGRAPH RD.,DOWNEY, CA 90240
70190 FREESTANDING
ANDATTACHED
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
22 OF 30
REVISED BY: K.K. & D.P.
562) 8061337 FAX:927-2509 loxeng@hotrnad.mm
70.9 8 110 MPH
( 116) 452-7021 FAX 403.1519 sales&—I.m.mm
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
10#
L. L.
110
MPH
ATTACHED OPEN
LATTICE
PATIOS
10' HT. OR
LESS
10, 20830 ps1
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
MAx.coL.
3" STEEL
BEAM
DBL.2"x6.5x.024BM
""
DBL.2"x6.5"x.032"BM
OR 3"x8"BEAM
DBL. 3" x 8" BEAM
3" x 8" BM W/INSERT
REVISED BY: K.K. 8 D.P.10
MINIMUM NO.
OF POST
FOOTNOTE: `
}
SPACING
>-
r H
o
ON SLAB
POST
SPACING
CUBE FTG.
SIZE
POST
CUBE FTG.
POST CUBE FTG.
POST
CUBE FTG.
POST
'G.
0::c
o
HT.=B' MAX.
HT.=10' MAX.
C13
SEE
O N
SPACING
SIZE
SPACING SIZE
SPACING
SIZE
SPACING
CU SIZE
m 3
POST TYPE
POST TYPE
OTE'
FTG.
FTG.
FTG.
FTG.
FTG.
1
2
1
2
s
11'-4"
11'-11"
20
9'-7"
19
10'-4" 19
12'-8"
25
19'-8"
33
s
5
3
6
3
r
9'-8"
10'-11"
21
9'-0"
19
10'-0" 20
12'-4"
26
19'-4"
34
T
5
3
7
4
IT
8'-6"
9'-11"
21
8'-7"
20
9'-8" 21
12'-0"
27
18'-10"
36
8'
6
3
7
4
s
7'-7"
9'-6"
22
8'-3"
20
9'-4" 21
11'-8"
28
18'-5"
37
9
6
4
8
4
10•
6'-9"
9'-0"
22
7'-10"
21
9'-1" 22
11'-5"
29
18'-1"
38
10'
7
4
9
5
11'
6'-2"
8'-8"
22
7'-6"
21
8'-10" 2211'4"
29
17'-8"
39
11'
8
4
9
5
1z
5'-8"
8'-4"
23
T-2"
21
8'-7" 23
11'-0"
30
17'-4"
40
12•
8
5
10
6
13'
5'-2"
8'-1"
23
7'-0"
22
8'-4" 2310'4"
31
17'-0"
40
13
9
5
11
6
1a•
4'-10"r7---4"
0"
23
6'-9"
22
8'-1" 23
10'-6"
31
16'-9"
41
to
9
5
11
6
1s•
4,.6n"
23
6'-6"
22
7'-11" 24
10'-3"
32
16'-5"
42
15•
10
5
12
7
1s
4'-3"
24
6'-4"
23
T-8" 2410'-0"
32
16'-2"
43
16'
10
6
13
7
17'
4'-0"
T-2"
24
6'-2"
23
7'-5' 249'-9"
33
15'-11"
43
17•
11
6
14
8
to
3'-9"
T -O"
24
6'-1"
23
7'-2" 24
9'_6"
33
15'-8"
44
18'
2
2
2
2
19
3'-7"
6-10"
25
5'-11"
23
6-11" 25
9'-3"
34
15'-5..
44
19'
2
2
2
2
2IY
3'-4"
6'-8"
25
5'-9"
23
6'-8" 25
9'-0"
34
15'-3"
45
20'
2
2
2
2
21'
3-2"
1 6'-6"
25
5'-7"
23
6'-5" 25
g _g
34
15'-0"
45
21•
2
2 2 2
FOOTNOTE: `
NOTE:
PROFESSIoN,9
HEADER
AND OR
M ES G.F
MIN. NO.
OF POST
FOOTING
SHOWN IN CUBIC INCHES
P
* i
REQUIRED SPACING
WITHOUT SLAB.
NO. 21543 p
MUST EXCEED
SEE ALTERNATE FOOTING TABLES
EXP. 9-342007
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
SHT. 9 FOR ATTACHED &
sr CIVIL
r
SHT. 29 FOR FREESTANDING
FOOTNOTE: `
9'E OF CAL%FO
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC.
SLAB OR FOOTINGS.
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11232002
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10, 20830 ps1
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
HORIZ. WIND=
8269ALPINE AVE., SACRAMENTO, CA95826
1(916)452-7021
23 OF 30
NO' cmzoa 4
REVISED BY: K.K. 8 D.P.10
(562) 806-1337 FAX:927-2509 foxeng@hotmail.wm
70, 90 8 110 MPHJOB
FAX 403-1519 sales@dumlum.com
20# L.L. 110 MPH ATTACHED OPEN LATTICE
PATIOS
}
=
r r
o
m 3
F
MAx.coL.
SPACING
ON SLAB
SEE
FOOT-
NOTE'
3" STEEL BEAM
DBL.2"x6.5"x.024"BM
,DBL. R 3x"x.032"BM
OR 3"8"BEAM
DBL' 3" x 8" BEAM
3" x 8" BM W/INSERT
POST
SPACING
ON
FTG.
CUBE FTG.
S
POST
SPACING
ON
FTG.
CUBE FTG.
SIZE
POST
SPACING
ON
FTG.
CUBE FTG.
SIZE
POST
SPACING
ON -
FTG.
CUBE FTG.
SIZE -
POST
SPACING
ON
FTG.
CUBE FTG:
SIZE
s
8'-11"
9'-9"
19
8'-6"
18
10'-0"
19
13'-10"
21
201-911
24
7
T-1"
9'-3"
20
8'-0"
19
9'_8"
20
12'-1"
21
20'-3"
25
Er
5-11"
8'-9"
20
T-7"
19
9'-4"
20
11'4"
22
19'-10".
26
9
5'-111
8'-4"
20
T-3"
20
9'-0"
21
11'-5"
23
19'-5"
27
10'
4'-5"
8'-0"
21
6-11"
20
8'-9"
22
11'-2"
j 23
19'-0"
28
11'
3'-11"
T-8"
21
6'-8"
20
8'-6"
22
10'-1111
24
18'-7"
-29
12'
3'-6"
7'-5"
22
6'-5"
21
8'-3"
23
10'-8"
24
18'-3"
29
13'
T-2"
7'-2"
22
6'-2"
21
8'-0"
23
10'-5"
25
17'-11"
30
14'
-
6'-11"
22
6-0"
21
7'-9"
23
10'-2"
25
17'-7"
30
15'
-
6'-8"
23
5'-10"
22
T-6"
23
9'-11"
26
17'-3"
31
1s
_
6'-6"
23
5'-8"
22
T-5"
24
9'-8"
26
17'-0"
31
17
_
6,-4a
18
5'-6"
22
T-0"
24
9'-5"
26
16'-8" 1
32
FOOTNOTE:'
HEADER AND OR
MIN. NO. OF POST
REQUIRED SPACING
MUSTEXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 29 FOR FREESTANDING
10' HT. OR LESS
r
a =
99
93
r
HT:=B' MAX.
HT.=10' MAX.
POST TYPE
POST TYPE
1
2
1
2
s
5
3
6
3
7
5'
3
7
4
a
6
3
7
4
9
6
4
8
4
10'
7
4
9
5
1r
8
4
9
5
12'
-8
5
10
6
73'
9
5
11
6
14'
9
5
11
6
1S
10
5
12
7
16'
10
6
13
7
17
11
6
14
8
NOTE:
FOR 70 / 90 MPH MIN. POST, SEE 10# TABLE
FOOTNOTE:'
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
QaoFessy
ES G.P S Z
NO. 21543
m
EXP. 9]62007 z
S CIVR p
WTFaFCAUF ,,e1
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: ttn3rzooz
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
lo, 20 a 3o Psr
DURALUM PRODUCTS, INC.
SHEET
ER -2640P
SCALE: NONE
g 8060 TELEGRAPH RD., DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
I
HORIZ. WIND =
I
8269 ALPINE AVE., SACRAMENTO, CA 95826
1(916)452-7021
24 OF 30
REVISED BY: K.K. 8 D.P.
(562)806-1337.FAX:927-2509 (oxen hotmail.mm
70, 90 a 110 MPH
FAX 4031519 sales@dumfum.00m
30# L.L. 110 MPH ATTACHED OPEN LATTICE PATIOS
HT.=• MAX.
MAx.coL.
3" STEEL BEAM
DBL.2"x6.5"x.024"BM
DBL.2R 3"x x.032" BM
OR 8"BEAM
DBL. 3" x 8" BEAM
3" x 8" BM W/INSERT
}
SPACING
5
3
6
3
7
5
3
7
4
g
F
5 o
ON SLAB
POST
SPACING
CUBE FTG.
SIZE
POST
SPACING
CUBE FTG.
SIZE
POST
SPACING
CUBE FTG.
SIZE
POST
SPACING
CUBE FTG.
SIZE
POST
SPACING
CUBE FTG.
'
SEEFOOT-
FfG
8
ON
9
ON
12'
ON
5
ON
SIZE
13,
NOTE
5
11
FTG.
14-
FTG.
5
FTG.
6
FTG.
B
6-0--
8'-1.,
18
7'-0"
17
8'-4"
18
10'-4"
19
17'-1"
23
7'-7"
18
6'-7"
17
8'-0"
1910'-0"20
16,4„24
7'-2"
19
6'-3"
18
7'-9"
19
9'-9,,21
15'-8"
24
7'-0"
19
6'-0"
18
7'-6"
20
21
15'-0"
25
9'-6„
m
6'-7"
20
5'-8"
19
7'-3"
20
9'-3n22
14'-6"
26
6,4,.205-6"19
7--On21
9'-0"23
14'-0"
26
6'-1"
20
5'-3"
19
6'-9"
21
8'-9"
23
13'-7"
26
5'-10"
21
5'-1"
20
6'-6"
21
8'-6"5'-7"
23
13'-4"
27
21
4'-11"
20
6-3"
22
8'-3"
24
13'-1"
27
10' HT. OR LESS
m3
HT.=• MAX.
HT=10• MAX.
POST TYPE
POST TYPE
1
2
1
2
a
5
3
6
3
7
5
3
7
4
g
6
3
7
4
s
6
4
8
4
10•
7
4
9
5
1r
8
4
9
5
12'
8
5
10
6
13,
9
5
11
6
14-
9
5
11
6
NOTE: '
FOR 70 / 90 MPH MIN. POST, SEE 10# TABLE
FOOTNOTE:'
COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS.
FOOTNOTE: '
NOTE:
FOX ENGINEERING INC.
HEADER AND OR
FOOTING SHOWN IN CUBIC INCHES
PATIO COVER SYSTEM AS MFG. BY:
MIN. NO. OF POST
REPORT NUMBER
REQUIRED SPACING
WITHOUT SLAB.
POST SPACING TABLE
MUST EXCEED
SEE ALTERNATE FOOTING TABLES
QpOFESSIp49
ALLOWABLE SLAB SPACING
SHT. 9 FOR ATTACHED 8
ES C..
yc
OR LESSER MUST BE USED
SHT. 29 FOR FREESTANDING
, QPM +
rt
'
aoe w. r,Foaosr
NO. 21543 m
EXP. 9-362007 n
REVISED BY: K.K. 8 D.P.10
(562) 806-1337 FAX:927-2509 foxeng@hotmail.mm
70, 90 8 110 MPH
CIVIL p
)Z OF
CAlF01
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SHEET
REPORT NUMBER
DATE: 1 V2 iL
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10, 20 8 30 Ds,
DURALUM PRODUCTS, INC.
250E 30
ER -2640P
SCALE:NONE
8060 TELEGRAPH RD.,DOWNEY, CA 90240
1101 REESTANDING
ANDATTACHED
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
aoe w. r,Foaosr
REVISED BY: K.K. 8 D.P.10
(562) 806-1337 FAX:927-2509 foxeng@hotmail.mm
70, 90 8 110 MPH
(916) 452-7021 FAX 4031519 sales@duratum.mm
10# L.L. 70 & 90 MPH FREESTANDING OPEN
LATTICE PATIO COVERS
12' HT. OR LESS
VikorEs slob
DBL.2"x6.5"x.032" BM. OR 3"XS"BEAM
DBL. 2" x 6.5" x.024" BEAM
DBL. 3" x 8" BEAM
ti F1FSG,p
1
' + 0
z
3" x 8" BM W/ INSERT
21543 p
EXP. 9-3a2=
SHT. 29 FOR FREESTANDING
y
F
m o
o:3
I'
=MAX.
POST
SPACING
MAX.
POST
HT. = 8
MAX
POST
HT. = 12'
MAX.
POST
SPACING
MAX
POST
HT. = 8'
MAX.
POST
HT. = 12'
MAX.
POST
SPACING
MAX
POST
HT. = 8'
MAX.
POST
HT. = 12'
MAX
POST
SPACING
MAX
POST
HT. = 8'
MAX
POST
HT. =12'
y
_
7 ~
Ln a
~
70 90 MPH
70 90 MPH
70 90 MPH
70 90 MPH
70 90 MPH
Z
70 90 MPH
70 90 MPH
70 90 MPH
xcr
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.MIN.
POST
TYPE
CUBE
FTG.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
I
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
s
12'-5"F
G
24
26
/
26
28
11'-7"
F F
24,,-"26
24 28
15'-7"
G G
24 22
G G
2
28'-9"
j
28 30
G J
3
34
s
r
12'-2"
F F
24 26
F G
26 28
0'-11"
24 26
F G
24 28
14'-6"
24,,--22
G G
2
28'-1"
G G
28 30
G 3
3
r
s
11'-11'
F F
24,,,*'26
/
26 28
10-6„
F F
24 26
/
24,, -*'28
13,-6„
/
24-122
G G
26 30
27'-5"
28 30
G J
30 34
9
11'-8"
F F
24,,-"26
F G
26 28
1p'-0"
F F
24 26
/
24 28
12'-9'.
G G
24 22
G G
26 30
26'-10„
G G
28 30
G 3
3
9
1a
11'-5„
F F
24--126
F G
26 28
9, 7„
F F
24 26
/
24 28
12'-1 .
G F
24 22
F G
26 30
26'-3"
28 30
G. J
30 34
10'
1r
11'-2"
F F
22 24
F G
26 28
9'-2"
F
24 26
F G
24 28
11'-T,
G F
24 22
F G
2 0
25'-9"
28,,--30
G 3
3
11,
1r
10'-11"
F F
22 24
F G
24 26
8'-10"
/
22 24
F G
24 24
11'-0"
22 24
F G
24 28
25'-3"
G G
,- 30
G 3
30 32
12'
13'
10'-9„
F F
22 26
F G
24 26
8_7
22,,--24
F G
24,,-"24
1p'-7"
22,,--24
F G
24 28
24'-9,
G G
28,--30
G J
30 32
13
14
10'-6"
F F
22 22
F G
-- 26
8.4'
F4
22 24
F G
24 --*'26
1p'-2„
G F
22 24
F G
2
24
G G
28,.-'30
G G
332
14,
15
10'-4"
F F
22 22
F G
24 26
8'-0"
F F
22 24
F F
24--"24
9'-10„
G F
22 24
F G
2
23'-11'
/
28,,,'30
G G
3
15
1s
10'-2"
F F
22 22
F G
24 26
T-10.,
22 24
24 24
9,-7„
G F
22 24
F G
2
23'-6"
j
28 30
G G
30 32
1s
1r
10'-0„
22 22
24 26
7.7"
22 24
24,,-"24
9'-3"
G F
22,,--24
F
2
23'-1"
26,,-"'30
G G
.3
17
1e
9'-10"
F F
22 22
,
22 24
7' S„
22 22
F
22 24
9,_0„
G F
22 24
F G
24 26
22'-9"
G
26,"'30
G G
28 32
18'
19'
9'-8•.
F F
22 22
F G
22 24
T-3„
F F
22,,",22
22,, -*'24
8,-9„
G F
22 24
F
2
22'-5"
G
26--1130
G G
2!!8,,3--"
19'
zo
9'-7"
22 22
F G
22 24
7'_1"
22 22
22 24
8'-7,
22 24
F G
24 26
22'-1"
26 30
G G
28 32
20
21'
9'-5„
F F
22 22
F G
22 2416'-11"
F F
22 22
22 24
8'-4„
G F
22 24
F G
24 26
21'-5"
26,, -*"30
G G
28 32
21
NOTE:
I.C.C. E.S. EVALUATION
FOOTING SHOWN IN CUBIC INCHES
VikorEs slob
WITHOUT SLAB.
N
SEE ALTERNATE FOOTING TABLES
ti F1FSG,p
1
' + 0
z
SHT. 9 FOR ATTACHED &NO.
FOOTNOTE: "SAMPLE"
21543 p
EXP. 9-3a2=
SHT. 29 FOR FREESTANDING
DATE: 11/238002
INDICATES POST & FTG. INDICATES POST & FTG.
s clva.
FOR 70 MPH FOR 90 MPH
aP
eF CAUF
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11/238002
JAMES G. FOX, CIVIL ENGINEER
POST ITIG TABLE
10, 20 8 30 Psf
DURAL PRODUCTS, INC.
SHEET
ER -2640P
SCALE:NONE
g 8060 TELEGRAPH RD.,DOWNEY, CA 90240
70/90 FREESTANDING
gNDATTACHED
HORIZ. WIND=
IN
8269 ALPINE AVE.. SACRAMENTO, CA 95826
1(916)452-7021
26 OF 30
REVISED BY: K.K. & D.P.
(562)80&1337 FAX:927.2509 (oxe hoheaiLmm
70, 90 & 110 MPH
FAX 403.1519 soles@duralum.mm
10# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS
3" x 8" BM W/ INSERT
DBL.2"x6.5"x.032" BM. OR 3"X8"BEAM
DBL. 2" x 6.5" x.024" BEAM
DBL.
3" x 8" BEAM
MAX.
y
F x
m o
R 3
MAX,
POST
SPACING
MAX.
POST
HT. = 8'
MAX
POST
HT. = 12'
MAX
POST
SPACING
MAX.
POST
HT. = 8'
MAX.
POST
HT. = 12'
MAX
POST
SPACING
MAX.
POST
HT. = 8'
MAX.
POST
HT. = 12'
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
s
10'-4"
G
28
G
30
9 -7
G
26
G
28
15'-7"
G
28
G
30
r
10'-0"
G
28
G
30
9'-0"
G
26
G
28
14'-6"
G
28
G
30
e
9'-8"
G
28
G
30
8'-7"
G
26
G
28
13'-6"
G
28
G
30
9
9'-4"
F
28
G
30
8'-3"
G
26
G
28
12'-9"
G
28
G
30
1 Tr
9'-1"
F
28
G
30
7'-10"
F
26
G
28
12'-1"
G
28
G
30
11'
8'-10"
F
28
G
30
7'-6"
F
26
G
28
11'-7"
G
28
G
30
12'
8'-7"
F
26
G
28
7'-2"
F
24
G
26
11'-0"
G
28
G
30
13'
8'-4"
F
26
G
28
7'-0"
F
24
G
26
10'-7"
G
28
G
30
14'
8.1
F
26
G
28
6-9
F
24
G
26
10'-2"
G
28
G
30
1s
7'-11"
F
26
G
28
6,-6„
F
24
G
26
9'-10"
G
28
G
30
1e
7'-8"
F
26
G
28
6'-4"
F
24
G
26
9'-7"
G
28
G
30
1r
7'-5"
F
26
G
28
6'-2
F
24
G
26
9'-3"
G
26
G
28
19
7,-2„
F
26
G
26
6,-1,.
F
24
G
26
9.4"
G
26
G
28
19
6'-11"
F
24
G
26
5'-11'
F
24
G
24
8'-9"
G
26
G
28
2(Y
6'-8"
F
24
G
26
5'-9"
F
24
G
24
8'-7"
G
26
G
28
21'
6'-5"
F
24
G
26
5'-7"
F
24
G
24
8'-4"
G
26
G
28
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED &
SHT. 29 FOR FREESTANDING
12' HT. OR LESS
3" x 8" BM W/ INSERT
}
MAX.
MAX.
MAX.
POST
HT. = 8'
POST
HT. = 12'
F
POST
PACING
m o
3
110 MPH
110 MPH
MIN.
CUBE
MIN.
CUBE
HORIZ.WIND=
8269 ALPINE AVE.. SACRAMENTO, CA 95826
W. GF02 s 4
POST
FTG.
POST
FTG.
70, 90 8 110 MPH
916 452-7021 FAX 4031519 sales duralum.mm
( )
TYPE
TYPE
12'-8"
G
32
1
34
a
12'-4"
G
32
1
34
r
12'-0"
G
32
J
34
s
G
32
1
34
9
G
32
1
34
10'
11'-3"
G
32
J
34
11
11'-0"
G
30
J
32
12'
10'4"
G
30
1
32
13
10'-6"
G
30
G
32
14'
10'-3"
G
30
G
32
15'
10'-0"
G
30
G
32
16'
9'-9"
G
30
G
32
17'
9'-6"
G
30
G
32
19
9'-3"
G
30
G
32
19
9'-0"
G
30
G
32
20-
8'-9"
G
30
G
32
21'
QpOFESS)O
PMESG., q 4L
NO. 21543 m
xI
EXP. 9-302007
3} CIVI% P
4TFOFCAL
I.C.C. E.S. EVALUATION
DRAWN BY: K.K. -
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
SHEET
EE
REPORT NUMBER
DATE: 11/232002
JAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10, 20 8 30 pst
DURALUM PRODUCTS, INC.
27 30
ER -2640P
SCALE:NONE
8060 TELEGRAPH RD., DOWNEY. CA 90240
110 FREESTANDING
ANDATTACHED
HORIZ.WIND=
8269 ALPINE AVE.. SACRAMENTO, CA 95826
W. GF02 s 4
REVISED BY: K.K. B D.P.
(562) 806.1337 FAX:927.2509 (oxengQhotmail.mm
70, 90 8 110 MPH
916 452-7021 FAX 4031519 sales duralum.mm
( )
20# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS
3" x 8" BM W/ INSERT
DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM
DBL. 2" x 6.5" x.024"
BEAM
DBL. 3" x 8" BEAM
z
x
m o_
MAX,
POST
SPACING
MAX.
POST
HT. = 8'
MAX
POST
HT. = 12'
MAX.
POST
SPACING
MAX
POST
HT. = 8'
MAX.
POST
HT. = 12'
MAX
POST
SPACING
MAX.
POST
HT. = B'
MAX.
POST
HT. = 12'
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN,
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
.TYPE
CUBE
FTG,
MIN. •
POST
TYPE
CUBE
FTG.
J
36
.G
28
G
30
8'-6"
G
26
G
28
11'-5"
G
28
G
32
T
8'-9"
G
28
G
30
8'-0"
F
26
G
28
10'-7"
G
28
G
32
s
8'-7"
G
28
G
30
7-7"
F
26
G
28
9'-11"
G
28
G
32
s
8'-5"
G
28
G
30
T-3„
F
26
G
28
9'-4"
G
28
G
32
10'
8'-3"
G
26
G
28
6-11"
F
24
G
26
8'-10"
G
28
G
30
1r
8'-1"
F
26
G
28
6'-8"
F
24
G
26
8'-5"
G
28
G
30
1z
T-11"
F
26
G
28
6!-5"
F
24
G
26
8'-1"
G
28
G
30
13'
T-9"
F
26
G
28
6'-2"
F
24
G
26
7'4"
F
28
G
30
14'
7'-7"
F
26
G
28
6-0"
F
24
G
26
T-5"
F
28
G
30
16
T-5"
F
26
G
28
5'-10"
F
24-
G
26
T-2"
F
28
G
30
16!
T-4"
F
26
G
28
5'-8"
F
24
G
26
T-0"
F
28
G
30
1T
T-3"
F
26
G
28
5'-6"
F
24
G
26
6'-9"
F
28
G
30
NOTE:
FOOTING SHOWN IN CUBIC INCHES
WITHOUT SLAB.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & -
SHT. 29 FOR FREESTANDING
12' HT. OR LESS
3" x 8" BM W/ INSERT
FOX ENGINEERING INC.
~
°0 Q
3
MAX.
POST
SPACING
MAX.
POSTPOST
HT. = 8'
MAX.
HT. = 12'
110 MPH
110 MPH
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
20'-9"
G
32
J
36
s
20'-3"
G
32
J
36
r
19'-10"
G
32
. J
36
g
19'-5"
G
32
J
36
g
19'-0"
G
32
J
34
10'
18'-7"
G
32
J
34
11'
18'-3"
G
32
J
.34
1z
17'-11"
G
32
J
34
13
17'-7"
G
30
J .
32
14'
17'-3"
G
30
J
32
15
17'-0"
G
30
J
32
16!
16'-8"
G 1
30
J
32
1r
QµOFESSI0
W MES G., 9
i
NO. 21543 1"
EXP. 9-362007 z
S clvR
•97F OFCALFOP
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGINEERING INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
DATE: 11/232002
FJAMES G. FOX, CIVIL ENGINEER
POST SPACING TABLE
10. 20 8 30 psf
DURALUM PRODUCTS, INC.
SH]
SHEET
ER -2640P
SCALE:NONE
E 8060 TELEGRAPH RO.,DOWNEY, CA 90240
110 FREESTANDING
ANDATTACHED
HORIZ WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
28 OF 30
0 as7a
REVISED BY: K.K. 9 D.P.
562 806-1337 FAX:927.2509 (oxen hotmail.mm
70,90 8 110 MPH
(916) 452.7021 FAX 403-1519 sales@dumIum.mm
30# L.L. 110 MPH FREESTANDING OPEN LATTICE PATIO COVERS
3" x 8" BM W/ INSERT
DBL.2"x6.5"x.032" BM. OR 3"x8"BEAM
DBL. 2" x 6.5" x.024" BEAM
DBL.
3" x 8" BEAM
MAX.
POST
HT. = 12'
.
ED 3POST
~
MAX
SPACING
MAX.
POST
HT. = 8'
MAX
POST
HT. = 1 z
MAX.
POST
SPACING
MAX.
POST
HT. = 8'
MAX.
POST
HT. = 12'
MAX
POST
SPACING
MAX.
POST
HT. = 8'
MAX.
POST
HT. = 12'
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
FTG.
s
7'-5"
F
26
G
28
7'-0"
F
24
G
28
9'-5"
G
28
G
30
r
7'-1"
F
26
G
28
6'-7"
F
24
G
28
8'-9„
G
28
G
30
Er
6'-9"
F
26
G
28
6'-3"
F
24
G
28
8'-2"
G
28
G
30
9
6'-6"
F
26
G
28
6'-0"
F
24
G
28
T-8"
F
28
G
30
10,
6'-3"
F
24
G
28
5'-8"
F
24
G
26
T-4"
F
26
G
28
11'
6'-1"
F
24
G
28
5.-6n
F
24
G
26
7'-0"
F
26
G
28
1z
5'-10"
F
24
G
26
5'-3"
F
24
F
24
6'-8"
F
26
G
28
F
24
G
26
5'-1"
F
24
F
24
6'-5"
F
26
G
28
F
24 1
F
26
4'-11"
F 1
22 1
F 1
24 1
6'-2"
F 1
26 1
G 1
28
12' HT. OR LESS
3" x 8" BM W/ INSERT
FOOTING
MAX.
SPACING
MAX
POST
HT. = 8'
MAX.
POST
HT. = 12'
y
0=
x
it 3
~
110 MPH
110 MPH
MIN.
POST
TYPE
CUBE
FTG.
MIN.
POST
TYPE
CUBE
F7G.
W/ NO SLAB
G
30
G
32
s
164"
G
30
G
32
r
15'-8"
G
30
G
32
s
15'-0"
G
30
G
32
9
14'-6"
G
30
G
32
10'
14'-0"
G
30
G
32
11•
13'-7"
G
28
G
30
12'
13'-4"
G
28
G
30
13,
61"SQ.
G
28
G
30
14'
PROFESSIO
ESC.. p 9
i
NO. 21543 m
EXP. 930-2007 P
CML p
9TEOFCpUF
I.C.C. E.S. EVALUATION
ALTERNATE FREESTANDING
FOOTING
CUBE FOOTING
SO. x 18' THICK
CUBE FOOTING
CUBE FOOTING
SO. x 18' THICK
CUBE FOOTING
WINO SLAB
W/ NO SLAB
W/ SLAB
W/ NO SLAB
W/ NO SLAB
W/ SLAB
20"
23" SQ.
18"
38"
50" SQ.
36"
22"
26" SQ.
20"
40"
51"SQ.
38"
24"
30" SQ.
22"
42"
53" SQ.
40"
26"
33" SQ.
24"
44"
55" SQ.
42"
28"
37" SQ.
26"
46"
56" SQ.
44"
30"
41"SQ.
28"
48"
57" SO.
46"
32"
45" SQ.
30"
50"
58" SQ.
'48.1
34"
47" SQ.
32"
52"
61"SQ.
50"
36"
48" SQ.
34„
54„
64" SQ.
52„
PROFESSIO
ESC.. p 9
i
NO. 21543 m
EXP. 930-2007 P
CML p
9TEOFCpUF
I.C.C. E.S. EVALUATION
DRAWN BY: K.K.
FOX ENGEERING INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
REPORT NUMBER
GATE: 11232002
101AMESG.11 FOX,CNIL ENGINEER
POST SPACING TABLE
10,zo E 30 psr
DURALUM PRODUCTS, INC.ER-2640P
SHEET
SCALE: NONE
8060 TELEGRAPH RD., DOWNEY, CA 90240
110 FREESTANDING
HORIZ, WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
29 OF 30
REVISED BY: K.K. 8 D.P.
562 806-1337 FAX:927-2509 (oxen (athotmail.mm
ANDATTACHED
70, 90 8 110 MPH
(916) 452-7021 FAX 403.1519 sales@duralum.com
roes
ATTACHMENT DETAIL
FOR INSULATED
STRUCTURAL SANDWICH PANEL
ALUM. ALLOY 3004-H36
SKIN
2.740"
ROOF SLOPE SHALL BE 1/4": 12" MIN.
3.0" • 8.0"
JAMES G. FOX, CIVIL ENGINEER
ALUY
6063 -T63 -T6
3.200" T=.060
FASCIA
WIND
3„
.024" 181-0" 1Y-9" 10,-91
.032" 14'-5"
12'-4"
PANEL CONNECTIONS
HORIZ. WIND=
8289ALPINEAVE.,SACRAMENT0. CA 95826
1(916)452-7021
.042
DESIGN S.M.S _
70 MPH #14 (G) 12" O.C.
.024" 21,-4„ 15'-1"
OR4.200"
WALL FASTENERS APPROVED 3"
70, 90 8 110 MPH'
4„
—
90 MPH #14 @ 12" O.C.
.032" 22'-0" 17'4"
14'-3"
SEE TABLE INSUL. ROOF
PANEL
110 MPH #14 @ 8" O.C.
NOTE: #14 SMS SHALL HAVE
3" OR 4" STRUCTURAL SANDWICH PANEL
WIND
AT 2x FASCIA
SEE ELITE ALUMINUM CORP. I.C.C. ER -5658
AT MASONRY OR
A MIN. 1" PEN. INTO HEADER
16" O.C.
FOR PANEL SPANS AND DESCRIPTION DETAILS
#10 SMS T8B 1.880"
LL=10 LL=20
LL=30
LL=10 LL=20 LL=30
LL=10 LL=20
AT 12" O.C.
70
I.C.C. APPROVED 8" BEAM
C.
3" OR 4" HANGER CHANNEL
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
OPTIONAL DECORATIVE FASCIA
MUST BE I.C.C. APPROVED UNDER 1997 U.B.C.
(WOOD, ALUM. OR HARD80RD) \
#14 S.M.S.
SEE TABLE ABOVE r
PANEL TO HEADER BEAM CONN EXTRUDED i
IR3' GUTTER\J
NALL FASTENERS
SEE TABLE BELOW
P EDGE
NAL RAIN GUTTER
PANEL SPAN TABLE
ORAWNBY:K.K.
FOX ENGINEERING INC.
PANEL
SKIN
INCH
INCH LL =10 LL=20
LL=30
JAMES G. FOX, CIVIL ENGINEER
OPTIONAL NON-STRUCTURAL
FASCIA
OURALUM PRODUCTS, INC.
3„
.024" 181-0" 1Y-9" 10,-91
.032" 14'-5"
12'-4"
PANEL CONNECTIONS
HORIZ. WIND=
8289ALPINEAVE.,SACRAMENT0. CA 95826
1(916)452-7021
OF 30
3C
REVISED BY: K.K. B D.P.
.024" 21,-4„ 15'-1"
12'4"
70, 90 8 110 MPH'
4„
—
.032" 22'-0" 17'4"
14'-3"
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD
AT MASONRY OR
DESIGN W/ SIMPSON A35
16" O.C.
CONCRETE
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
w0
A=1/4"0x11/2"@12"O.C.
E=3/8"0x21/2"@16"O.C.
J=1/4"0x11/8"@16"A.B.
F¢w
B=3/8"0x11/2"@16"0.C.
F=7/16"Ox21/2"@16"O.C.
K=1/4"0x11/8"@12"A.B.
ui fnICI-
C=3/8"0x11/2"@12"O.C.
G=7/16"0x21/2"@12"O.C.
LL55r
'
D=7/16"0x11/2"@12"O.C.
H=3/8"0x21/2"@12"0. C.
- PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE 1
'UL
OF
INSULATED ROOF PANEL INSULATED ROOF PANEL
TO I.C.C. APPROVED TO I.C.C. APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM
NOTE:
PANELS SHALL BE ELITE ALUMINUM CORP.
I.C.C. ER -5658 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 APPENDIX
CHAPTER 31, DIVISION 111, OF THE U.B.C. WHICH MUST BE SUBMITTED WITH
ER -2640-P WHEN INSULATED ROOF PANEL IS USED. 1-1
" NO. 21543
EXP. 9-304007
NOTE: ZgE I
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
.C.C. E.S. EVALUATION
ORAWNBY:K.K.
FOX ENGINEERING INC.
LIVE LOAD,
PATIO COVER SYSTEM AS MFG. BY:
EPORT NUMBER
DATE:11/232002
JAMES G. FOX, CIVIL ENGINEER
INSULATED ROOF
10.20&30psf
OURALUM PRODUCTS, INC.
HEET
R-2640
SCALE: NONE
R BO60TELEGRAPH RD.. DOWNEV, CA 90240
PANEL CONNECTIONS
HORIZ. WIND=
8289ALPINEAVE.,SACRAMENT0. CA 95826
1(916)452-7021
OF 30
3C
REVISED BY: K.K. B D.P.
(562)80&1337 FAX:927-2509 foae holmall—
70, 90 8 110 MPH'
FAX403.1519 58183@ L,
—
s