09-1005 (PC)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address':
APN:
Application description
,Property Zoning:
Application valuation:
Applicant:
(!:�avrLaabk.
09-00001005
77750 AVENUE 50
658-190-003- - -
PATIO COVER - COMMERCIAL
GOLF COURSE
7355
•4 J 1 G����IU�iV
BUILDING & SAFETY DEPARTMENT
Architect or Engineer: C
�_
�A�+P
BUILDING PERMIT
-
------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and r99 License is in full force and effect.
icense CIaps:2C51 Lic No.' 49379
Date: //la�J Contractor. o Q
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5,' Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code). or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed.
pursuant to the Contractors' State License Law.).
( ) I am exempt under Sec. , B.&P.C. for this reason '
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPEPNi1T
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner: fJ.�
LA QUINTA COUNTRY CLUB
P O BOX 99
LA QUINTA, CA 92253 .A/�
+.10
01
Contractor
LA.QUINTA PATIO COMPANY
40133 CALLE LOMA ENTRADA
BERMUDA DUNES, CA 92203.
(760)863-4335
Lic. No.: 449379
------------------
WORKER'S COMPENSATION DECLARATION
Date: 9/23/09
0 2dgs
I hereby affirm under penalty of perjury one of the following declarations: -
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS Policy Number WSII002541901
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to t/mpensation' laws of California,
and agree that, if I shawl become subj to a wnsation provisions of Section
3700of the Labor Code s fortht c lyisions.
�te! O pplicant:
WARNING: FAILURE TO SECURE WORKER COMPENSATION CUNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit. _
2. ' Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance 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 t ding constru n, and herebZauth ize representatives
of this county to enter upon the above -mentioned grope ins fy purposes.
Datet Signature (Applicant or Agent):
_ Application -Number 09-00001005
Permit . . PATIO COVER PERMIT INV FEE
Additional desc 553 SF FREE -STAND. SHADE COVER
Permit Fee 198.00 Plan Check Fee
64.35
Issue Date Valuation
7355
Expiration Date 3/22/10
Qty Unit Charge Per
Extension
BASE FEE
90.00-
6.00 18.0000 THOU BLDG 2,001725,000
108.00
------------------------.----------------------------------------------------
Special Notes.and Comments
INVESTIGATION FEE ASSESSED PER 2007'CBC.
APPENDIX CHAPTER 1 SECTION 108.4.FOR
WORK BEGUN WITHOUT BUILDING PERMIT.
553 SF FREE-STANDING SHADE COVER OVER
- CART WASHDOWN AREA PER STD.ENGINEERED
PLANS. LOCATED 2'-8.5" FROM WEST
PROPERTY LINE-,- 52'-8.5° FROM EISENHOWER
DR CENTERLINE.MATCHING GUTTER REQUIRED
' PER PLANNING DEPT. 2007 CODES
----------------------------------------------=-----------------------------
other Fees . . . . . . . . . ART IN PUBLIC PLACES-COM
20.'00
BLDG STDS ADMIN (SB1473)
1.0.0
STRONG MOTION (SM°I) - COM
1.54
Fee summary Charged Paid Credited
---------------------------------------------------------
Due
Permit Fee Total 198.00 .00 .00
198.00
Plan Check Total 64.35 .00 .00
64.35
Other Fee Total 22.54 .00 .00
22.54
Grand Total 284.89 .00 .00-
284.89
LQPERI%IIT
Bin#
City of La Quinta
r>
Building r L Safety Division
05
P.O. Box 1504, 78-495 Calle Tampico •
.Permit # „()�
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
OD,`
Project Address: -7-7 76-6)
Owner's Name:
Address: ,60
A. P. Number:
,..
City, ST, Zip:
Legal Description:
1'�
Telephone:
P�r1 D
Contractor: L f} UIN
Address: 40 - 13 -3 C� LL �-o M A � ti r�<pA Project Description:
I /J a I O
C, R S74 N
City, ST, Zip:
Telephone: 7 61,; - S 7 C(- /V
q 3
-q 11 913
City Lic. #: 99 i S 5
State Lic. # :
Arch., Engr., Designer:
Address:
City, ST, Zip:
Construction Type: Occupancy:
Telephone:
Project type (circle one): New Add'n Alter -Repair Demo
State Lic. #:
`1� bZ W O L. Sq. Ft.: s!j'j
# Stories: # Units:
Name of Contact Person: A-
3 Estimated Value of Project: D
Telephone # of Contact Person:
DO NOT WRITE BELOW THIS LINE
APPLICANT:
PERmn, FEES
'd Rec'd TRACKING. p Submittal ReqQ Amount
tem
Plan Check submitted r ��
Plan Sets
Plan Check Deposit
Reviewed, ready for corrections
Structural Cates.
Plan Check Balance
Called Contact Person
Truss Cates.
Construction
Plans picked up
Energy Calcs.
mechanical
Plans resubmitted
lain Ian
Flood p P
Electrical
211 Review, ready for correction issue
Grading plan
Z 3 Plumbing
Called Contact Person
Subcontactor List
S.M.I.
Plans picked up
Grant Deed
Crating
Plans resubmitted
H.O.A. Approval
Developer Impact Fee
'•' Review, ready for corrections/issue
IN HOUSE:-
A.I.P.P.
planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
U
'Ibt•al ('erinit Fees
„ISlIN6 1110CI
27'.2”
9- -4" DRAIN
Y X 3" X,'.025 'POST TYP.
8--4 2
7" 1- BEAM TYP.
28'------
PLAN VIEW
LA QUINTA C.C.
EQUIPMENT WASH COVE
I"yp
FRONT ELEVATION
9*-
S16E ELEVATION VIE
,CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DArE4h;:!7101 By
Ale.
r T, R irlA
TOM CAMPBELL & ASSOCIATES, INC. y
Commercial'and Residential Structural Engineering ..
(951) 741-2107
f
- 7
• May 7, 2009 � '`'.- - •, • '. " .
. - Building Official
Local Authority Having- Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Dur`alum Products, Inc. patio covers, installed at the site
address noted below, with solid'roof panels or lattice purlins,,as:cited in the attached
standard plans identified as Job No. GF07-0614 and containing my professional
engineers stamp and signature, comply with the roof live, -snow, wind and seismic
loading requirements cited in'the 2006 International Building Code, 2006
International Residential Code, 2007 California Building Code, ASCE/SEI 7-05
-(Minimum Design Loads for Buildings and Other Structures) and the- 2000 and 2005
Aluminum. Design Manual, ADW01 and ADM-05.
The standard plans accompanying this letter must properly identify all site -specific
information: necessary for plan submittal to the local authority having jurisdiction by
highlighting those structural framing member sizes and details relevant to the,patio
cover's construction at the address noted below. All work relevant to the construction
of the approved patio cover must. be in accordance with the attached standard plans
`., as approved by the local authority having jurisdiction. f
Please contact,me at (951) 741-2107 or at ticampbell(EDcharter.net.should' you
require additional information.'
Sincerely, -
CIO
W No:3
f Exp. 3J
Tom Campbell, PE CIVIL
• _ . - 9�C� CAL\F�� ,
Site Information '
Owner's Name' �� I aT V Owil�
Address -7% -% 5 D
Cityrrown /� . U l dy j'/� - .. _ _ • _
/b
State
al
-PATIO COVER SYSTEM AS MFG. BY:, DURALUM PRODUCTS, INC.
GENERAL -NOTES:
THE/DESIGN COMPLIES WTH_THE 2006INTERNATIONAL°BUIL-DING-CODE; 2006-INTERNATIONAL'RESIDENTIALCODE; 2007>CAL-IFORNIA-BUILDING-CODE
A3CE/SEI 7 OS MINIMUM DESIGN LOADS FOR BUILDINGS -AND OTHER STRUCTURES AND THE 2000 & 2005 ALUMINUM MANUAL -ADM' 1-00 8 1=05; RESPECTIVELY.
DRAWING NOTES': -
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED. c F-
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. - lA'No 37 i77
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, _ '' 3i ?)
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED CIVIl.
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT, t '
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN D CHANGE ORDER. QF C
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WI AQ-LID R MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAYBE ENCLOSED IN ACCORDANCE WIT I 0I rc AP ENDIX H,
8. ALL'NEW CONCRETE FOOTINGS SHALL -BEAR ON FIRM, NATURA � O R RTIFI . -
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN E ELAB P O I �S T1i L ST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM C LU D OF'N� _ :F
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY B CO�A(IE� S C 0 �d WHEN L ATED IN AREAS WITH A FROST DEPTH OF ZERO. - ^
DESIGN CONSIDERATIONS: UU d.JldA DESIGN LOADS 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 IN ER FOOT. ` +^ r,Q. 1
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. S�Rvv 1v 11. RESIDENTIAL P , 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHE COVER:�6q'�A®L� BEET. APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASC S SECTI 6.5.13. • AND IRC APPENDIX H. , -
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RI ES AND ESCA PM �XS ASCE/SEI 7, SECTION 6.5.7.1. DWED IN ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.-
�j 1 t5T
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATI COVET SIGNED � SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTIO 6.1,+�. ` '1
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DI THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
21. THE RATIO (UP), PATIO COVER LENGTH (L.'FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,' -
FT), SHALL NOT -BE LESS THAN ONE (1). 100 MILES PER HOUR, EXPOSURES B AND C. r 110 MILES PER HOUR, EXPOSURES B AND C.
MATERIAL SPECIFICATIONS: r
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER '
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d). '
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR 13. COMMERCIAL'APPLICATIONS - CBC & IBC CHAPTER 16 ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40. ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. -
26: FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH -STRENGTH BOLTS _
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION., '
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
STAINLESS STEEL (ICC-ES ESR-1917 FOR CONCRETE OR [CC -ES ESR-1385 FOR MASONRY) OR APPROVED EQUAL. `
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL. SCREWS (SMS) IN CONFORMANCE WITH ICC-ES ESR 1976 WIND LOADS: 90 MILES PER HOUR, EXPOSURES BAND C. '
OR APPROVED EQUAL.100 MILES PER HOUR, EXPOSURES BAND C.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH 110 MILES PER HOUR, EXPOSURES B AND C.
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC-ES AC358 ACCEPTANCE CRITERIA. '
NOTES: ALL COMPONENTS'ARE INTERCHANGEABLE UNLESS OTHPRWIRP NOTFn
r _
'
DRAWN BY: K-IC -
DATE:: " -
TOM;CAMP.BELL-& ASSOCIATES, INC.
x
LIVE LOAD=
P.ATIO'COVER<SYSTEM'-ASWFG. BY:
NONE -
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
•-.-10, 20 & 30 psf
DURALUM PRODUCTS, INC. i ' --,
-
REVISE
REVISED BY: K K 8 D,P,
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
'
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO', CA 95828
Rf11MR11f1 MPH
miffs A. ?-7n91 FAY dQ'A_1A1R ealac(nlrinralum mm
SHEET 1 OF 30
I
'SOLID, PANEL TYPES
~, ~ ATTACHMENT CHANNEL A(fNGT ATTACHMENT CHANNEL
ALUMINUM SEEDETAIL' ANDS HOFST - SEE DETAILS ANOF'
S FOR SCHEDULE ROOF PANEL` - T Hf PR Jf 7-O� f SS THAN,S + SEEOSCHEDCrlj U E MIN. 0.25LL Nor RE" SLOPE PER FT. THE R� F TOOT E ZF S TVA/�/fS
O. SPAN NC(pSEO FOR SPANS /PFNC(pSED
"O.H." NOT TO EXCEED 25 % "O.H." NOT TO EXCEED 25 % .
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE J P O m SEE DETAIL FOR SPLICE
OSTSP OPTIONAL: CANTILEVER BEAM m O POST OPTIONAL: CANTILEVER' BEAM
- SQ. POSTS, SIZE VARIES Sff SC H fD /N S SEE SCHEDULE POST SPACING ~ ~ Sff S SPAC/NG SEE SCHEDULE FOR L
U( _ = SQ. POSTS, SIZE VARIES Cy v a
O fDU(fS POS SPACING m L
3 1/2" SLAB ATTACHMENT Ho OT 3 1/2" SLAB ATTACHMENT O.HNpT = _
MAY BE USED WHERE ALTERNATE: �5o OF TO fXC f 2 ?Si. TO
PERMITTED. SINGLE POST SPAN fD ' " MAY BE USED WHERE ALTERNATE: OF
SEE SCHEDULE' SEE SCHEDULE PERMITTED. SINGLE POST SPAN
MAX. HT.= 12' • " SEE SCHEDULE SEE SCHEDULE 2121
MAX. HT.= 12'
' NOTE: NO SPLICE AT THIS _ ^ NOTE. NO SPLICE AT THIS
J POST AND A END BAYS. FESJ POST AND AT END BAY
FOOTING WHERE REQUIRED �/ SI DOTING WHERE REQUIRED'
SEE SCHEDULE FOR FOOTING CUBE SIZE Q NOTE: EACH COMPONENT IS IE SCHEDULE FOR FOOTING CUBE SIZE
,/ Pcj I: Cq (� NOTE: EACH COMPONENT IS INTER
CHANGEABLE WITH ANY TH `C' Y MAY O b 2009 CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHE OWN. COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVE I P PE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION`
ROOF PANEL H (ENGTHOFSTRUCTU ` �Cp ` { ALUMINUM (fNG1HDFS'
SEE SCHEDULE O. Rf CNII Q• ROOF PANEL._, MIN'0 25" SLOPE PER FT. p,H_ RUC7— '
FOR SPANS - (M SEE SCHEDULE ; f VAR/es
S. AyNOTBEEN��pSED� FOR SPANS' ; O.H SPA (MAY NOT BE "IV
fS
"O.H." NOT TO EXCEED 259%.
D)
OF SPAN O.H. NOT TO EXCEED 25% SPA
OF SPAN
SEE DETAIL FOR SPLICE
l POSTSP OPTIONAL: CANT LEVER BEAM iYr SEE DETAIL FOR SPLICE -� PO
SQ. POSTS, SIZE VARIES Sff SCHFCING SEE SCHEDULE FOR Sff T SPACIN SEEQPTINAL: CANT LESCHEDULE FOR
BEA
DUES POST SPACIN _ SQ. POSTS, SIZE VARIES SCHfDU( f `. PISI ST SPACING
3 1/2" SLAB D 25 Or TO '� ` 3 1/2" SLAB " S O'HN d� MAY BE USED ALTERNATE: / pFSPfXCf fD MAY BE USED ALTERNATE: 25j OOSpUfkCffD
TO CONSTRAIN SINGLE POST AN TO CONSTRAIN SINGLE POST •FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE
SCHEDULE POST D AT END SAYS.NOTE - SCHEDULE NOTE •O SPLICE AT THIS
POST D AT END BtYS. N
A
FOOTING WHERE REQUIRED ✓ ' '� .FOOTING WHERE REQUIRED f
SEE SCHEDULE FOR FOOTING CUBE SIZE
' SEE SCHEDULE FOR FOOTINGiCUBE SIZE
1/2 x 9" STEEL ROD e. NOTE: EACH COMPONENT IS INTER -
NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE'
WITH.ANY OTHER
i CHANGEABLE WITH ANY OTHER- - } .. COMPON UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION �T�Y-PE�'D" FREESTANDING_MULTISPANW/CANTILEVER'OPTION
" DRAWN BY: K.K. _ TOM CAMPBELL 8 ASSOCIATES, INC. - LIVE OAD =`` PATIO-COVER'SYSTEM'AS MFG: BY:
DATESCALE:
NONE / COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING — SOLID PANEL- 10. 20 & 30 psf A
LUM PRODUCTS, INC.
SCALE: NONE RANCHO CUCAMONGA. CA STRUCTURES "
REVISED BY: K K 8 D.P (951) 747-2107 HORIZ�IIMND = AVE., SACRAMENTO, CA 95826 SHEET 2 OF 30
90.100 710 MPH - /p 7R145J_7f1J1 FnX dRZtfitA calncGlAival„m.mm
RAFTER. SE BLE
SIZE
OPEN LATTICE
TYPES
FYi
AND SPACING
-
•
FkiS
r/NG BUQ
MAX. PROJ.
NOS MAY
8 ENCLOS D OR IS OPEN LATTICE -TYPE COVERED. SEE SCHEDULE
D/
DING, ( .
`-
SEE CH SCHEDULE
i p/NC - •
NOT
\
MAX. O.H. ' O
�,q 25%OF SPAN
%Q•��pa•#:
\
RAFTER, SEE TABLE
FOR SIZE
•-
O V
QSTSpgV
\
- AND SPACING
v
'I'G
7S
%O,c
Oli MAX. O.H.
OpSFPy
25%OF
SPA
POST
HEIGHT
- Gfa
ONE,
SEE SC EDULE
'CGOC• '
6
POST
HEIGHT
_
16
SEE
CH DULE
60G•
LENGTH OF STRUCTURE VARIES
O
G
16
OST WITH SIDE-
0I'FRk9N .
a O
S`ce
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
rge<Fc/NG
3 12' SLAB ATTACHMENT
SFFT
POST WITH SIDE.
PLATES SEE AIL
NOTE: EACH COMPONENT IS INTER-
P
TSPgc
MY BE USED WHERE
Saq
ge�Fp/NG
CHANGEABLE WITH ANY OTHER
SF j
PERMITTED.
COMPONTENTUNLESS OTHERWISE SHOWN.
<F/NG
SEE
31/2-SLAB ATTACHMENT
•.
NOTE: EACH COMPONENT IS INTER-
a
�T
MAYBE USED WHERE
•
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING C F-E
- GEABLE WITH ANY OTHER SFFT SpgC
PERMITTED.
OPEN LATTICE -TYPE PATIO COVER
e '- --.
TENT UNLESS OTHERWISE SHOWN. qe�F /NG
^`
SEE SCHEDULE
SCALE: NTS
NOTE: THIS OPEN LATTICE -TYPE STIR
MAY NOT BE ENCLOSED OR Pia y •
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT
TYPE "F" ATTACHED MULTI PAN
LATTICE STRUCTURE
~
MAY O 2���
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
LLI
No. 37
48
1 1 1 V
1'1
MY NOT BE ENCLOSED OR COVERED.
RAFTER, SEE TABLE MAX. PROJ.
FOR SIZE SEE SCHE U E
NOTE: THIS OPEN LATTICE- E'S CT,
42
���lJJ7 MAX. PROJ.
SEE SCHEDULE
AND SPACING
MY NOT BE ENCLOSE RED.
'
O.H
CN.:1."''
RAFTER, SEE TABLE
Q' FOR SIZE
z5e MAX. O.H.
�OO,cM9 - 25% OF SPAN
_
AND SPACING
-
O
-
O.H
'W
M
255,% OF SPAN
-
•
S/� G
qO/NG
- DST HEIGHT
.•
SE HEDULE
AGE`
DST
HEIGHT
_
-
,.
SE
HEDULE
•OO•
-
.
O
r
�.
LENGTH OF STRUCTURE VARIES
,L,G
16
4
•�
OPFRkq
._
.
POST CROSS-SECTI
LENGTH OF STRUCTURE VARIES
-
- A
SFFTgB�FO/NG
SEE POST DETAIPOST
-
`-
-
'
CR SS -SECTION. _
SEE POST DET M
NOTE: EACH COMPONENT IS INTER- +
aD
ST
SFFT
312' SLAB
MY BE USED
SFF q@ qC/NG
F
3 12' SLAB
CHANGEABLE WITH ANY OTHER
SAgC/ l
TO COINS SE
MAY
BEUSECONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN.
�<F NG
FOOTING.
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
P
OST
O
FOOTING, SEE
CHANGEABLE WITH ANY OTHER SFFTgepFOjNG ��
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COM ONTENT UNLESS OTHERWISE SHOWN. ,
FOOTING WHERE REQUIRED s
• SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
. SEE SCHED. FOR FOOTING CUBE SIZE
-
TYPE ,G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE•
DRAWN'BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD = .
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10: 20 &'30 pst
DU ALUM PRODUCTS, INC. ,.
'
SCALE: NONE . •
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ.' WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
'SHEET 3 OF 30
'
REVISED BY K K R 0 P.
;90.1008,110 MPH
/91R1 dF7_7D71 cnx ert�lRlo.�,m�nm�.al��m m�„
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS MAY-0 00/100/110`MPH EXPOSURE B & C
.25" .67" T=SEE TABL BE 4335"1F-I 40" .7 � �I � s
- 40" 1.125" 16o(180 "
y
1.70" 70• ��
2.46" �; n T=SE TABLE BE OW
4O' r ��11 ^ 1.125"
1.48" .40„ 405 .40" 3 LU No. 37948 1TI 7s I
3.00" 4.50"--- 4.50"- 4.50"- 4.50" 3.0%0" EXP. 3 3 N =
24.00" 65' 0.. o N .
ALUM. ALLOY 3004-H36 OR EQUAL civic 1z
\P ALUM. ALLOY 3004-H36 OR EQUAL
24" TRI-"V" PAN
L.L.=
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.018
11'-0"
10'-0"
10'-0"
9'-0"
9'-7"
.024
12'-10"
11'-7"
11'-7"
10'-4"
11'-0"
10'-0"
.032
14'-9"
13'-4"
13'-4"
12 0"
12'-10"
11'-7"
20
.018
g _g
916„
9,_6„
91_61,
9,_6„
.024
10'-7"
10'-7"
10'-7"
10'-4"
1O'-7"
101-0"
.032
11'-8"
1 1'-8"
1 1'-8"
1 V-8"
11'-8"
1 1'-7"
30
.018
7'_9"
7,_9„
7,_9"
7,_9„
7,_9"
7,_9„
.024
91_01
91_01,
9,_0„
91_01,
91_01,
91_01,
.032
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
12" x 3 1/2'• W PANEL
L.L.=
(PSF)
PANEL"T'
(IN.)
90 MPH SPAN `_
100.MPH SPAN
110.MPH:SP:AN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
15'-1"
15-1"
15'-1"
15'-1"
15'-1"
15'-1"
.024
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
16'-7"
.032
19'-3" .
19'-3"
19'-3"
19' 3"
19'-3"
19'-3"
.040
2V-6"
21'-6"
21'-6"
21'-6"
21'-6"
21'-6"
20
.020
12'-6"
12'-6"
12'-6"
- 12'-6"
12' 6'
12'-6"
.024
13'-8"
13'-8"
13'-8"
13'-8"
13'4"
13'-8"
.032
15'-10"
15'-10"
15'-10"
15'-16"
15'-10"
15'-10"
.040
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
30
.020
1 1'-5"
1 V-5"
1 1'-5"
11'-5"
1 1'-5"
.024
12'-7"
12'-7"
12'-7"
12'-7"
12'-7"
12'-7"
.032
14'-6"
14'-6"
14'-6"
14'-0"
14'-6"
14'-6"
.040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
"LIVE LOAD =
PATIO COVER-SYSTEM-AS-MFG. BY:
DATE: SIOSI2009
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 8 30 psf
DURALUM PRODUCTS; INC.
REVISED BY: K.K. & D.P.
.RANCHO CUCAMONGA, CA (951) 741-2107
HORIL: WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
'
90. 100 & 110 MPH
mim d99_R171'PAY AQ4.1F1q �1n arhmahim rrvn
SHEET 4 OF 30
SOLI-D=PANEL SPAN,.S FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE'B & O
.7V .09R. (I.S!
% m a ` 25 S . . V. - 77" r .09R. (I.S.) 67_
N ;FAN .. ,. N - •
ALL UNMARKED RADII .06R - m - _' .25"
2,5" = v T N ALL UNMARKED RADII .06R
N
TYP .38" 45° 2.5„ T= E TABLE B L W N
_..,, I "I I HEADER TYP 38"
R
G.
..8"x2 1/2" FLAT PAN
L.L.=
(PSF)
"Ty
(IN.)-*-yMPH
"90,100&110°..
SPAN .'
{EXP.B_& EXP).
f
+
.018
�113-4`-`."'_.��"!
.024
14'-2"
.032
164"
.040
.:•::
18'-4"
.024
.032
13'-4"
.040
15'-0"
30
.020
9'-5"
.024
10'-0"
.032
11'-7"
.040
12'-11'.
EXIST. WALL
No. 7948
EXIST. WALL
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 Ibs. )
2
MAY o 61or-- ----�
T=.075" TY
3"
FAN BEAM ALUM. ALLOY 6063-T6
ALLOWABLE SPANS
2" x 3" FAN BEAM
10#
21'-6"
20#
17'-9"
30#
ATTACHMENT AT HANGER CHANNEL
3EE SCHED. '[--FAN BEAM
HANGER HANNEL
3"
FAN BEAM r
#12 S.M.S. SCREW \
#12 S.M.S.'SCREW AT HANGER CHANNEL
FAN BEAM ATTACHMENT AT HEADER. • r
\
FAN BEAM -
Y 3„
0.042"x3x8" HEADER '�-#12 x 3 1/2" S.M.S. SCREW.
AT HEADER
75" .75" 5"
5.25"
ALUM. ALLOY 3004-H36 OR EQUAL
6"x2 1/2" FLAT PAN
L.L.=
(PSF)
;T'
(IN.)
90,100 &110
MPH SPAN
EXP.B & EXP.0
10
.018
13'-6"
.020
14'-Y
15'-7"
E.024.032
18'-1"
.040
20'-2"
20
.020
11'-3" '
.024
12'-10"
.032
14'-10"
040
16'-4"
30-
`.020
10, 9„
.024
11'-9
.032
13'-8"
.040
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC. " -
'PANEL SPANS
LIVE LOAD =
"• '
COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
' '
•
DATE: 5/05/2009 .
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
g _
]PATIO
10, 20 & 30 psf
HORIZ. VIAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
j
-
SHEET 5 OF 30
-
.
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741.2107
FAN BEAM
70. 90 & 110 MPH
IcjFi AF7.7n91 FAX An,-1Ft9 calee(n'1rLinlnm
- f
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C
�i hl9 AY f
24 + _ w ~ No: 37948 • r .
M
24" TRI_„V„ PAN Exp.
L.L.= PSF 90-MPH 100-MPH 110. MPH S Civi
\P
10 #14 S.M.S. #14 S.M.S. #14 S.M.S. O �,
20 #14 S.M.S. #14 S.M.S. �414 S.M.S. .. _
30 #14 S.M.S. #14 S.M.S. r . #14 S.M.S.
Y
72„
12"�x 3 1/2" W-PANEL
L.L.=PSF 90-MPH 100-MPH
10 #14 S.M.S. #14 S.M.S. •#14 S.M.S. Y,z; "
e 20 #14 S.M.S.. #14 S.M.S. #14 S.M.S.
s,
30' #14 S.M.S. F #14 S.M.S. #14 S.M.S. ry ,
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
`— .-
L L = PSF „
90- MPH
_ 100- MPH.
•�190 .MPH +-,~
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S:,
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.3t�
6.00"/JJ
6 / 8 x2 1.ANrW/(2);V'
/2 FLATP+=
Z '{ S _- _ -w Y
30
.•..lei ', Lvt'f<•.
#14 S.M.S.
t _ _r7l._
#14S S M S.
_1
..�.
#14 S. S
- L� 2-• W^ `4`
DRAWN sY: K.K R
_TOM CAMPBELL & ASSOCIATES, INC.' + •
-
LIVE LOAD =
PATIO�COVER SYSTEM'AS'MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
-
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K K 8 D P
RANCHO CUCAMONGA, CA (951) 741-2107 -
PANELFASTENERS
WIND,110
--
8289:ALPINEA SACRAMENTO, CA 95826.-
-
o. 100
90. 700 8 110 MPH
FA
IR�F� d5�.�my cax an�uist calueG,lr4,nu,m mn,
SHEET 6 OF 30
RAFTER SPANS FOR OPEWLATTICE COMMERCIAL & PATIOS ' 90/100/110 MPH EXPOSURE B'& C
2„ 6.5" MAY O b U�L}jjU( M��.
- �ig3" 6.5" - • 3.0"
�O .I AX.yI _2"
I _
• V OQ� .042"
032
_.024"
ALUM, ALLOY 3004-1-136 ' �• 032"_ ALUM. ALLOY 3004-1-136
OR EQUAL UJ No. 37948 OR EQUAL
Apo 3
*SEE
ALUM. ALLOY 3004-H36
* 1
NOTE BELOW
c IL
OR EQUAL
SEE NOTE BELOW I
2 3 x 8" RAFTER
L.L.= "T' 90 & 100 MPH 110 MPH
2 x 6 1/2" RAFTER
m c�
DBL. 2 x 6 1/2" RAFTER
L.L
90, 100 & 110 MPH
L.L.=
"T'
90, 100 & 110 MPH
(PSF)
(IN.)
CL
o
(PSF)
(IN.)
w o
(PSF) (IN.) N o EXP. B & C EXP. B EXP.0
16" 28,_5„ 28'-5" 27'-8„
EXPOSURE B & C
EXPOSURE B & C
16"
14'-11"
024
16"
21,_1„
024
.042
24"
12'-2"
24"
17'-2"
10
10 241, 23'-2" 23'-2" 22'-6"
10
.032
16"
20'-l"
.032
16"
28'-6"
24"
16'-5"
24"
23'-3"
.042
16"
24'-10"
20
.024
16"
15'-3"
20
.042
16"
20'-6"
20'-6"
20'-6"
24"
2p,_3.,
24„
12,_5„
24"
16'-9„
1fi,_9„
181:91.
20
.024
16"
10'-101,
.032
16„
20'-7„
r
24"
8'-10"
24"
16' 10"
.032
16"
14'-7"
30
.024
16"
1 X-9"
30
.042
16'
18'-6"
18'-6"
18'-6"
24"
11' 11"
24„
1 V-2"
24„
15'-l"
15'-1"
15--1"
16"
18'-0"
16"
18,-6"
.042
24"
14'-8"
.092
24„
16"
9'-8"
,
024
-
-
24"
T-11-
-
r
16"
13,_1.,
30
032
*,
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE
USED
AT 32" O.C. WHEN DOUBLED
24"
10'-8"
AND SINGLE
RAFTERS SPACED
24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED_.
PROJECTION
16"
� 16'-2"'
SPAN
•
.042
..
,
TRIBUTARY
WIDTH; TABLE
CLEAR SPAN
(FT.)
�;
�.
-
-
Ozz
.H.
6
- 7
Q 8
9
10
11 12.
14 - 1516
17
18
19
20
21 ^'�
h {
0
3
4
4
5
5=
6 6
7
7 8
8
9
9
10 -
10�
11 -
TRIBUTARY TRIBUTARY=
1'
4
5,
5
6
6
7 7
8
8 9'
9
10
10
11
11
12
WIDTH 12 SPAN + O.H.
2'
5'
6
6
7
7
8 8
9
9 . 10
10
11
11
12
.12
13
3'
—
7
7
8
8
9 9
10
10 11
11
12
12.
13
13
14
t��
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
9
9
10 10
11
.11 12
12
13
13
14
14
15 _
- EQUACTO CENTER SPAN TO CENTER SPAN
11 - 11
12
12 1 13
13^
14 •
14
15
15
16
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009 ±
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20'& 30 psf
DURALUM PRODUCTS, INC.
-
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTQ, CA 95826
SHEET 7 OF 30
REVISED BY: K K. & O.P,
90. 100 & 110 MPH
fAiai as7-7mi FGX anA-1A1P
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 i1.50 WALL FASTENERS
.O6Q�
SEE TABLE
t= 0.04" I II II
WALL
FASTENERS
)5-� O
ROLLFORMED',HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.\c
ALUM. PANEL 2x 0�
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
.01
281"
AL 6063-TOY
063-T6
.060" B
EXTRUDED HH—ANNG—E—RtCHANNEL
EXIST. EAVES, RAFTER
LISTING EAVE—.
EXISTING EAVE CONNECTION r 2
.25"R
# PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
.20
ROOF PANEL
—I CONTINUOUS A- RAIL
3 (WHERE OCCURS)
ALUM.ALLOY
F 6063-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060" J p
Na
WALL FASTENERS j jc�
SEE TABLE _
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.) v
WIND
AT 2x FASCIA
AT WOOD STUD
AT MASONRY (SOLID -GROUTED
DESIGN
W/ SIMPSON A35
16" O.C.
CELL AT FASTENER) OR CONC.
LL=10
LL=20
LL=30
LL=10
LL=20
LL=30
LL=10
LL=20
LL=30
90
A
BorD
BorD
E
E
E
J
J
K
100
BorC
BorD
BorD
E
E
E
J
J
K
110
1 D 1
BorD
BorD
I E
E
E
J
J
K
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
of
A=3/8" O x 1 1/2" @ 12" O.C.
'J=3/8" Ox1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE'
zz
8=3/8"OJ x 1 1/2" @ 8" O.C.
'K=3/8" Ox1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
Uj¢w
C=7/16"O x 1 1/2" @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
"w o}-
D=7/16" O x 1 112" @ 12" O.C.
LaLlo F-
E=3/8"OJ x 4" @ EACH STUD
F=7/16" 0 x 4" @ EACH STUD
EXIST. RAFTER
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2" x 4"
FULL OR
2 x 4
FULL
16" O.C.
V-6"
16'-8"
13'-10"
9'-3"
2'-0"
1 V-8"
8'-8"
5'-10"
24" O.C.
V-6"
10'-8"
8'-3"
5'-6"
2'-0"
7'_0"
4,-6"
T-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"x8" FULL 24" O.C. 2'-0" 29'-3" 25'-0" 16'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF-L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"OJx5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD)
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN
ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4
RESPECTIVELY
APPROVED 3" OR 4" N
INSUL. ROOF PANELIII
o
#14 SMS T&B
�1.88Q_ AT12"O.C.
NO.
Exp. S
',�y -1AY 0 6 LUUZI
10# L.L.=(2)#14 SMS EA. SIDE
20W30#L.L.=(2)#14 SMS EA. SIDE 3/16"
U-BRACKET 8„ 0 STEEL
0 1/4"0 HOLES,TYP.
3/4'_ OR 1 1/2" 0 NOTE: PROVIDE WATER
I 2" x 6 1/2" OR 8 O O PROTECTION, METAL FLASHING
O
rCAUCK JOINTS AND SLOPE
I 5" MIN. 3" x 8" ALUM. 1 TO DRAIN
I I RAFTER TYPICAL BRACKET AT EVERY 2x
/4" (:_R 1 1/2"
\ FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH
„L„
2z6 OR 2z6 LEDGER
2 EACH 1/4"0 x 3-112" LAG SCREWS L.L.=10 Psf
2 EACH 7/16"0 x 3 1/2" LAG SCREWS L.L.=20 AND 30 psf RAFTER
(2" MIN. PENETRATION INTO (3) tt14x3 112 W.S. )414x1 3/4"
PATIO COVER
EXISTING WOOD STUD)
RAFTER TO
WALL CONNECTION O NOTE: PLACE "SIKAFLEX" ORSIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
BE
n BELOW
BRACKET CONNECTION MAY MOUNTED
RAFTER W/
-
SAMt CONNECTION'S.
DRAWN BY: K.K.
DATE: 5/052009
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL -
LIVE LOAD=
ATCOVER SYSTEM AS MFG. BY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10. 20 & 30 pst
DURALUM. PRODUCTS, INC,
IIAIA)
'
REVIRED BY' K K R D R
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8259 ALPINE AVE., SACRAMENTO, CA 95826
90. 100 & 110 MPH
a5a7m� FOX dl1L�F1q caloVlr4„al„m Mm
SHEET 8 OF 30
COLUMN /. POST' TYPES & SURFACE MOUNT ATTACHMENT DETAILS -�
2 1
t
300"SQ- .. ..2ass PG
1
.0"L�@24"O.C.
SIDE O =3SQt=2580,
f o
' J ° RK
=4"SQ.xt=.188,
6.5" 3„ O BLUNT.—
14"R =s'sQ.xl=-res
Z.
.040" ALUM. f
032" .048"STEEL
28" O O-.-:+�.i
O 5/8" PLASTIC PLUG
3" S
3" SQ. ALUM. POST
W. ALUM. POST
WITH SIDE PLATES
OD
MAG POST
SQUARE{
ALUM. ALLOY 3004- 36
ALUM. ALLOY 3004-H36
3" SQ. STEEL POST
3" SQ. ALUM. POST
STEELAP_OST
ALUM. ALLOY 3004-H36
ASTM ' 653 G 40
ALUM. ALLOY 6063-T6
ASTM'A36 GRADE 40
ALUM. ALLOY 3.00" OR
6063-T5 --- 2.40"_ . ,-t'
' 2 0"
1.375",
- .75"
CL 7/16"OHOLE
ASTM GRADE 36 STEEL
2 FLANGES
2 1/8" APART
75" —� .75" BASE FLARES -
157" TO WWIDE EA.
0 1.60" TYP SIDE OF FLANGES
—�
1.5 USE FOR 3" .75'
INSTALL WASH. PLATE •090., TYP. POST ONLY 5.50"
1 YB' x 5/16" x 5}2" WHEN USING 1-7/16"0 HOLE
IN 110 MPH WIND AREA 2- 5/16"0 HOLES HOLES
.090" BRACKET FOR 3" POSTS TYP. EA. SIDE
ALUM "T" BRACKET STEEL "T" BRACKET 5
T=.060" TYP- -
3?-3/8" LAG SCREWS OR- 'MO 0 6 2009
• (4)-1/4" LAG SCREWS • _ w .. ,r
(2.5" PENE. INTO. EA. STUD) •®��§
3. z W
Uli
No.. 7948
- EXP•
ALUM. ALLOY ��CAL
6063-T5 3" x 8" ALUM. .RAFT., BRACKET .
3" x 8" ALUM. HEADER
"H" BRACKET
- -HEADER BRACKET ,
DRAWN BY: K.K
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
r
'
DATE: 5/05/2009
_
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN I.
•
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
'
-
-
NONE , - -
RANCHO CUCAMONGA, CA (951) 741-2107-
POST TYPESWIN
�
HO.00
9269 ALPINE AVE., AMENTO, CA95826 ' •
SHEET 9 OF 30
RE\A.R
REVISED BY�,K K ,8 D P �
-
90. 100 8 .1 W MPH •�
&,110M
An.i-
ra1a, ear -gym, Fnx en.•a_1a,a �nla�nn, vau "„ ,•„r„
COLUMN / POST TYPES & SURFACE MOUNT` AN'D-EMBEDMENT DETAILS
ALUM.'T"BRACKET USE WITH 'N i
POST TYPE B.C,D, OR E. STEEL POST ONLY:
"T" BRACKET STEEL."T'BRACKET USE WITH i I USE POST TYPE (3)-518"0 BOLTS
POST TYPE B,C,D,E,F,G,H,J OR K. I i F. G. H. J OR K FOR POST TYPE J
@ 3"SQ. POST W/
3"SQ. POST 3` SQ. POST ALUM.T"BRACKET: 4I5"
(2)-#12 SMS EA. USE (2}3l8"0 HILTI / 2 _t /2'•0 BOLTS
SIDE OF POST OR KWIIC90LTS OR EQUAL , ,
I STEEL.T"BRACKET:t 112 DEPTH OF I i O 16"INSERT
1/4" M.B. THROUGH , , FOR ALL OTHER
POST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK FOOTING OR I I CONDITIONS 4 5" x .168"
BOLTS OR EQUAL / f12" MIN. EMBD. I , ASTM A3-
(2)-3/8"0 HILTI "KWIK"" (2` MIN. EMBEDMENT DEPTH 1 ; - I STEEL
HIM r
FOR KWIK BOLTS
BOLTS, OR EQUAL, EACH ?� I I ?, T_O.C.
BRACKET TO SLAB. --
MINIMUM DISTANCE TO Ci 9"SQ.BASE PLT.'
EDGE OF SLAB = 2-112" G LL AS A572 STEEL
e w DE TH Ac'
=3/16"
SLAB SHALL BE INPOURED CONCRETEGOOD CONDITIONFOOTING SEE NOTE
FOR SIZE (1)-1/2"OW13 ''OR FLUTED
3 1/2" MIN. SEE FOOTIN x9"LONG, 1"� SQUARE OR 4" SQ. POST (STL.)
SCHEDULE QUAR FROM ENDS SEE FTGS, INSERT
OF POSTED'' PL.5/8'THK. `-" '--'
EXISTING SLAB O7 3" SQ. POSTS TO CONC. FOOTING SQUARE -POST -EMBED.
O INTO FOOTING O
— — 1 yr
ATTACHED
ALTERNATE FTG
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25'.
30"
39" SQ.
28"
32"
43" SO.
30"
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39" '
42"
64" SQ.
41"
44"
69" SQ.
43"
' CUBE FOOTING W/ 3 1/2` SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-12"0
3 1/4"
25" - 30" CUBE
(4)-12"0
3 1/4"
31" - 34" CUBE
(4)S/8"0
4"
35" - 39" CUBE
(4)-3/4"0
4 3/4"
40" - 42" CUBE
(4)-W4"0
4 3/4`
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES:
1. DO NOT USE ALUM. "T"
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
," X 0'-5JK"AT STEEL "T'
9RACKEi.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" ]-BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SO. x 5/8" 1 B. C. D. F, G. & H
a
MAY 0 6 7009 FREESTANDING
BASE PLATE ANCHOR
BASE Pt(43/4
ANCHOR BOLTS (SIZE & TYPE)
:E:S:8,0 14"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/L PER I.C.C. ESR-1917 OR EQUAL
�''4/jyn -� " EMBEDMENT DEPTH)
No. 37948
ORAWN'BY: K.K.
TOM•CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATIO COVER SYSTEM ASWFG: BY: '
DATE: S/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 & 30 st
P
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ. WIND.=
8269.ALPINE AVE., SACRAMENTQ, CA 95828
REVISED BY'K K 8 DP.
.. 90. 100 & 110 MPH
1p1F1 dF9-7091 FcX df141F1A•ealacrlr4imlum rnm
SHFFT 10 OF 30
HEADER, BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP ' GUTTER EXT. CLIP - a�
3.00" SQ. f
2.00" SPLICE WHERE .0 "
1 79" OCCURS SPLICE WHERE SPLICE WHERE
- � OCCURS OCCURS
4.6" '075"
`D r 73" 2.57" 4.s" TVP. Z28'
2.19" 2.04 048'
065"
2.04'• TYP.
2.08" D6s••
rYP.
2.93" T 4.0000" 3.0"
2.7" ASTM A653 GRADE 40
038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 6063-T6
A E
6.5" ROLLFORMED f4 5 GUTTERS O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM
� 4" �_ � 3.0" I�
3„ —I 2 I 6.5" A 2„ T s.s'
yjI �— L' MAX.
SPLICE —� -f-- .042"
WHERE 4" SPLICE WHERE .024 6 0"
OCCURS 070,� OCCURS —�' f .032" —� f
TYP. .042" .032"
—T P
TYP.
ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
6063-T6 O AL6 63-T60Y I OR EQUAL
F % J O
4'', I -BEAM 7" 1-BEAM! O 2 x 6 RAFTER DBL.2 x 6.5 BEAM, K
3 x 8 BEAM
1 I3. ALTERNATE STEEL C-BEAM FOR ALUM. I -BEAMS .
1 . 3„ 6"
MAXs5„
r 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C-BEAM -
.042"
042" _ 1 T = 14 GA. 7" I -BEAM = 12"x 3 1 /4" x 12 GA. STEEL - - .�
i 7.875"
ASTM A653 GRADE 50 - - -
�.. � a fT
ALUM. ALLOY 3004-H36 O ALUM. ALLOY 3004-H36 � •- I - i w ND• 3 04 3
OR EQUAL OR EQUAL' n A 2.875" I-- A' EX 21 IVI IV P�
3 x 8 BEAM W/ STL. INSERT DBL. 3'x 8 BEAM O 3 x 8 BEAM O
STEEL INSERT CIVIC �P
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD = .
PATIO COVER SYSTEM AS MFG. BY:
`
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10. 20 & 30 00
DURALUM PRODUCTS, INC. "
SCALE: NONE -
RANCHO CUCAMONGA, CA (951)741-2107
BEAM TYPES
• HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 11 OF 30
..REVISED BY:. K;K..B D.P.
� _
90. 100&.110 MPH.
ralFl es2Tm1 FAX dllft-1F1A <alo<nr>, �ral„m r•�,,,,
.1
U 1 •
SPLICE DETAILS 11 . - BEAM TO POST DETAILS, 12
s SIMPLE -SPLICE FULL MOMENT -
S„ 3,. 9„ 1., 3,. rF_ i 24`
1„ 1,• 8„
` • _ (2�#10 S.M.S.@ EA.
•I * r VALLEY,TYP.
#10 S.M.S. II a '•r #12 S.M.S. (6 TOT. TYP. THICKNESS = .035 ' (24 TOT �' II '
„ ,. TYPTHICKNELSS =..035"
II -7 6.38" EE ---
II
+ -II + . ..,
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED - OR 6063-T5 FOR EXTRUDED' RE --_=-_ 3
NOTE: USE SIMPLE SPLICE ONLY • NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS' AT ANY LOCATION EXCEPT_ AT END BAYSNOTCH I -BEAM FLANGE
SPLICES - ROLLFORMED & EXTRUDED FASCIAS AS NEEDED TO CLEAR_ Y
I -BEAM ALUM ALLOY SO. POST,CONNECT WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C-SPLICE (ONE SIDE OF WEB) MAY BE USED. (6061-T6) ALTERNATE � � TO POST W42)-1/2"0 •
r L. C-BEAM ' THRU-BOLTS
TOTAL (8)-1/2"0 BOLTS Y
_.-..._................... .............
_ `'-
1: oD„ SQ. POST _
° +_� OFI: /O�Y
1 L :Cq'QI�Z - BEAM TO POST CONN. '
SPLICE WHERE 4„ _ . 2.00
OCCURS -- -
,IR
--.07o" C -
TYP. O 0 ~ N�o. 7948 r ,
, ALUM.ALIOY IL#12 METAL BACKED"
6063-T6 NEOPRENE
D
L`
- 16" 1 •• ,0 - TEK SCREWS @ 8-O.C.
AX. STAGGER IN BEAM
4' I -BEAM . FLANGE
MOMENT C-SPLICE RO F PANEL
,NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C-SPLICE (ONE SIDE OF WEB) MAYBE USED. "
' ............
4"x3" ALUM. "I" BM. OR (4)-1/4"0 M.B. BEAM
.25' _ 7"x4" ALUM. "I" BM. TO BRACKET
O O 0
SPLICE WHERE —� occuRs 4.5" 2- 3/8"0 M.B. THRU STL. :, II II
It-- BRACKET TO POST.
t--TYP. • i" •, _� I I I I
° ' O POST, SEE SCHEDULE
'ALTERNATE BEAM TO POST CONN. -
ALALLOY 606 16" s
r• 6063-T6 . . � .
7" i-BEAM i. F*
-r - • MOMENT C-SPLICE _ • - _ "
} .- x DRAWN BY: K.K ;' :.TOM CAMPBELL & ASSOCIATES; INC.' t LIVE LOAD = PATIO COVER -SYSTEM AS;MFG. BY:' DATE:: NONE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING _ BEAM 10, 20 & 30 pst DURALUM PRODUCTS, INC.' ' ^
• SCALE: NONE RANCHO CUCAMONGA, CA SPLICE DETAILS
REVISED BY; K K 8 D P (951) 741-2107 HORIZ. WIND = 8269 ALPINE AVE. SACRAMENTO, CA 95826
90. 100.& 110 MPH rciai a59_7m1 -Fmx ArtA_1F1R"caloe(n'1r6,ral„m mn, SHEET 12 OF 30
BEAM, TO POST CONNECTION -DETAILS
- - OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD) . •
3" X 8" X .042".BEAM,
i
-
3" SQ. STEEL -OR
(z)-#14 S.M.S. EA. SIDE (4)-TOT. ^'
MAG BEAM.
\
.. #14 S.M.S. TOPA BOTT. (2)-TOT.
2414 x 1/2" S.M.S. EACH SIDE OF 3"
#14 x 1/2" S.M.S. TOP
SO. POST (4-TOTAL)
& BOTT. (2)-TOT. 1 114'
ALTERNATE: 114"0 BOLT W/ WASHER
EA. SIDE OF 3" SQ. POST
ROOF PANEL 4„ 6 1/2"
5
1.+
1.10"
ROLLFORMED OR
.75 j O
1.5
(4) #14 SDS @ EA. SIDE
EXTRUDED GUTTER
FASCIA ALUM.BRACKETX
L _+
TOP & BOTT. TOT.=16
#14 S.M.S. @12"O.C.
3" SO, POST
2.35"
2" 1"
6 1/2"x2"x
.024"RAFTE R
2414 x 12" S.M.S. EACH SIDE OF 3"
SQ. POST (4-TOTAL -
EA. SIDE o 3" OPW/ WASHER
SO. POST 3" X 3" ALUM. OR RAFTER "TAIL" TO GUTTER 15
'
STEEL POST
3.00" 3" SO. POST 14 3.125" FOR 3 x RAFTER
OR .240"
H = BRACKET TO POST 2.125" FOR 2 x RAFTER
GUTTER FASCIA
MAG BEAM 3" SQ. POST 13
3"SQ. STL. BEAM ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H24
1.50" t = .040" 6063-T6
1.50 1 1/2 t = .040" 3004-H36 ALUM.
(4) - #14 x 3/4" TEK SCREWS
' OBRACKET TO'RAFTER
' 2 xT'.LATTICE TUBE 1 1 1/2" SQ. OR &P2
. - 2"LATTICE TUBE r` O
C#8 x 2 "SMS, 2 1/2"
OR 3 1/2", TYP.' .. tj� �' CigB_� �� i O
1 1/2" OR 2" SQ. OR 2"x3" LATTICE
@ 3"O.C. MIN: UP TO 7'.O.C. MAX. U i
�S 2.750'r
— RAFTER rn
� ~ ' ISO. • 7948 r
EX (4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
LATTICE TUBE TO RAFTER p 3 BRACKET TO BEAM
ct' CfVll-
17 — U" BRACKET = RAFTER TO BEAM-
-4 },,. ti t a
DRAWN BY. K.K. ? TOM CAMPBELL & ASSOCIATES, INC`. LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
• OATEi 5/O52009 BEAM O POST 10, 20 & 30`psr DURALUM PRODUCTS, INC.
COMMERCIAL AND RESIDENTIAL• STRUCTURAL ENGINEERING - ATTACHMENT '
SCALE: NONE r RANCHO CUCAMONGA; CA (951) 741-2107 HORIZ. WIND = 6269 ALPINE AVE., SACRAMENTO; CA 95826
'REVISED BY K,K.B DP i; _90,100&.11OMPH„„� l91Fl1 dF9-7f171;,FGX dl12•IF1A=lo�nm„ay�m m.„ SHEET I3-0F3D
DOUBLE RAFTER CONNECTION DETAILS
LATTICE BEAM TO POST CONNECTION
T
.BEAM SPLICE TO
1 1/2" OR 2"LATTICE #8 S.M.S. 1
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
ALTERNATE 1/2" DOUBLE RAFTER-
BOLT CONNECTIO PLAN 2
POST. NOT PERMITTED PLUG WHERE
6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE
74AL TERNATE :
PER SIDE EI
414 S.M.S. EACH
- 5" #14 SMS MAY
RAFTER TO COL.
.5
BE USE AS '.
-- CONNECT. (8-TOT.)
3.5" 3:5" ALTERNATE TO
1/4"0 BOLTS
-
1"
8" BEAM
4.5" O 6"
� OR I
----
1- 1„
6-#14 SMS EA.
3"x I o 1
ALTERNATE:
OSTATTACHED
SIDE I I 6 1/2" SIDEPLATE EA.
I
INSERT ED
INSERT ATTACHED OR � (2)-2x6.5" OR
#14 SMS EA. SIDE I I SIDE SEE POST SCHED.
3"x3"STL.POSTCOLUMN (2) 3"x8"HEADER
TOP, MID HEIGHT
FOR FREESTANDING
AND BOTTOM.
—L_,� (2)-1/2"BOLT
3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
2"x 6.5" SIDEPLATE
POST SCHEDULE 21
DBL. RAFTER / DBL. HEADER CONN. 19
3" SQ. x .032" + (2)-2" x 6 1/2" x .024" 3" SQ. x .032" + (2)-2" x 6 1/2" x .032
W/ (6)-#14 S.M.S. EACH SIDE. - ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
-
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
EXIST.
SHEATHING
P`"AY 0 LO09
#8 S.M.S. EACH SIDE
LATTICE 1 1/2" OR 2"
a
2"x6" LEDGER (NEW OR EXISTCUD).)
X
-
i ®��®FES
_
w
(2) 3/8" LAG SCREW✓'
2"x6.5" OR 3"x8" RAFTER
-- ALTERNATE:.1/2" BOLT
ALTERNATE:
2)- #14 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)- #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
E STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO /LEDGER ATTACHMENT DETAIL
DRAWN BY: K.K. TOM CAMPBELL*& ASSOCIATES, INC. _ LIVE LOAD= PATIO COVER SYSTEM;AS.MFG..BY, '
DATE: 5/052008 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 & 30 pst DURALUM PROD UCTSINC. -
SCALE: NONE RANCHQCUCAMONGA, CA (951) 741.2107 CONNECTIONS HORIZ::WND = 8269 ALPINE AVE.;. SACRAMENTO, CA 95826
REVISED BY: K K. 8 D P 90. 1008 110MPH raiR) aSz7mi'Fcx dfttL1R1A SHEET 14 OF-30
10#
L-.L.
- 9&MPH
FREESTANDING
& ATTACHED
SOLID
PATIOS
12' OR LESS
-EXP.
B & C-
6.5"
ROLLFORM
4'
I=BEAM
4.5" /
MAG GUTTER
MAG BEAM
3" SQ.
STEEL
BEAM
}
F
D o
MAX.COL.
MAX.POST
FREESTAND
ATTACHED
MAX.POST'
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
3
SPACING
SPACING
FTG.
MIN.
FTG
MIN.
SPACING
FTG
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
F
ON SLAB
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POS
TYP
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10"
32
F
19
B
12'-7"
32
F
19
B
13'-7"
32
F
21
B
5'
13'-7"
12'-4"
32
F
20
B
16-3"
32
G
22
B
12'-5"
32
F
20
B
11 "-8"
29
F
20
B
12'-2"
32
F
21
B
6'
11'-4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4"
29
F
21
B
10'-10"
29
F
21
B
11'-1"
29
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6"
29
G
21
B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'-10"
29
G
22
B
9'4"
29
G
22
B
9'-7"
29
G
23
B
9'
7'-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
9'4"
29
G
22
B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
-B
8'-9"
29
G
22
B
8'-5"
29
G
22
B
8'-7"
29
G
24-1
B
11'
6-2"
8'4"
29
G
23
B
11'-0"
29
G
25
B
8'-4"
29
G
23
B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
12'
6-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
f-{
25
B
7,-4„
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26.
B
fry A I
V 1)
u 9
7'-1"
32
H
24
B
7'-3"
32
H
26
B
15'
4'-6"
9'-5"
32
H
26
B
6'-10'.
32
H
.24
'B
7'-0"
32
H
26
B
16'
4'-3"
9'-2"
32
'H
26
131.
!t`P
.O
6'-8"
32
H -
24
B
6-10"
32
H
26
B
;rn
17'
4'-0"
8'-10"
32
H
27
B
C�
9
6'-5"
32
H
24
B
6'-7"
32
H
26
B
w
18
3 -9
8'-7"
32
H
27
B'
IrAExp.
3
6 =3"
32
H
25
B
6'-5" '
32
F{
27
B
19'
3'-7",,.:
,.
8'-5"
38
H .
27
B
lL
6'-1"
38
H
25
B
6'-3"
38
W
27
B
20'
3, 4;
i.:
8'-2"
38
f-�
27.
B
5'-11"
38
H
25
B
6'-1"
38
H
: 27
B
POST F MAX HT.= & FREESTANDING ONLY
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
o cur n. cno cocccTnninmir_
T'I�j
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATT�CHEcD
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 15 OF 30
'
REVISED BY: KK.'8 D.P.
90.100 8 110 MPH
f01fi1 dF7.7f171 FAY df1R.1510 enlnernlAiinliim mm
10# L.L. 90 MPH FREESTANDING & ATTACHED SOLID PATIOS 12'. OR LESS EXP. BA C
ofOR-3"x8"BEAM
rI=
� o
m -
�'
O z m
c� - 5
Urn
a z
2 rn O
7" I -BEAM
DBL. 3" x8" x.042"BEAM
DBL.2"x6:5"
X.032" BEAM
Yx8"."BEAM-WINS
I ERT
m 0
it
r-
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032"
MAX.POST
SPACING
FOR 3" x 8"
BE/
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
( IN)
MIN.
POST
TYPE
FTG
IN.
( )
MIN.
POST
TYPE
FTG.
( IN)
MIN.
TOPE
FTG
(IN)
MIN.
POST
TYPE
7TGMIN.
POST
TYPE
FTG
I
(N)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
4'
17'-0"
28'-10"
38
G
23
B
19'-2"
38
G
20
B
13'-7"
13'-7"
32
F
23
B
24'-9"
38
G
23
B
4'
5'
13'-7"
25'-10"
38
G
24
BE
17'-2"
32
G
20
B
12'-1"
12'-2"
32
F
1 24
B
22'-2"
38
G
24
B.
5'
6'
11'-4"
23'-7"
38
G
25
B�/
15'-8„
32
G
21
B
11' 1"
11'-1"
29
F
25
B
20'-3"
38
G
25
B�C
6'
7'
9'-8"
21'-10„
38
G
25
B�E
14'-6"
32
G
22
B
10'-3"
10'-3"
29
G
25
B
18'-9"
32
G
25
B/
7
8'
8'-6"
20'-5"
38
G
26
B�E
'I T-6"
32
G
22
B
9'-7"
9'-7"
29
G
26
B
17'-6"
32
G
26
B�E
8'
9'
7'-7"
19'-3"
38
G
27
E/
12'-9"
32
G
22
B
9'-1"
9'-1"
29
G
27
B
16-6"
32
G
27
E
9,
10'
6'-9"
18'-3"
38
G
27
E�
12'-1"
32
G
23
B
8'-7"
8'-7"
29
G
27
B
15'-8"
32
G
27
�E
10'
11'
6'-2"
17'-5"
32
G
27
F
11'-6„
29
G
23
B
8'-2„
8,_2„
29
G
27
B
14'-11"
32
G
27
B�E
11'
12'
5'-8"
16'-8"
32
G
28
E�
11'-1"
29
G
24
B
7'-10"
7'-10"
29
G
28
B
14'-4"
32
G
28
B�E
12'
13'
5'-2"
16'-0"
32
H
28
E�
10' 8"
32
H
24
B
7'-6"
7'-6"
32
H
28
B
13'-9"
32
H
28
B�E
13'
14'
4'-10"
15-5"
32
H
29
E�
10'-3"
32
24
B
7'-3"
7, 3„
32
H
29
B
13'-3"
32
H
29
B�E
14'
15'
4'-6"
14'-11'
32
H
29
E�
32
H
24
B
7'-0"
7'-0"
32
H
29
B
12'-10"
32
H
29 1
F
15'
16'
4'-3"
14'-5"
32
H
29
F
9'-7"
32
H
25
B
6-7„
61_91,
32
H
29
B
12'-6"
32
H
29
BE
16'
17'
4'-0"
14'-0"
32
H
29
F
9'-3"
32
H
25
B
6-2"
6'-7"
32
H
29
B
12'-0"
32
H
29
B�/E
17'
18'
3'-9"
13'-8"
32
H
30
F
9'-0"
32
H
25
B
5'-10„
6 4'
32
H
30
B
11'-8"
32
H
30
BCE
18'
19'
3'-7"
13'-3"
38
H
30
F
8'-9"
38
H
25
B
5'-7"
6'-2"
38
H
30
B
11'-4"
38
H
30
BE
19' .
20'
3'-4"
12'-11'
38
H
30
F
8'-7"
38
H
26
B
s'-3"
6'-1"
38
H
30
B
11'-1"
E
20
POST F MAX HT.= & FREESTANDING ONLY l A V O b 7609
NOTE: FOOTNOTE: "SAMPLE" I C�
FOOTING SHOWN REPRESENTS LENGTH OF CD LLJI— M
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B or_ �U' ' 7� �
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C Exp. 3
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN ev: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
soup
uvE LOAD=
PATIO COVER-SYSTEM=AS M
DATE: 5/OS/2005,
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 & 30 ps1
DURALUM PRODUCTS, INC. -
REVISSCALEE
REVISED BY: K.K 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
g0. 100
8269 ALPINE AVE.,SACRAMENTO, CA 95826
SHEET 16 OF 30
& 110 MPH
101R1 dF7-7n71 FAX AnfL1A1p ea�nclnlAuminm ,„,,,
10# L.L:. 100.MPH .FREESTANDIN`G-,&ATTACHED SOLID PATIOS 12' OR LESS EXP.' B
r
. 6.5" ROLLFORM
4" I -BEAM
4.5" /
MAG GUTTER '
WAG BEAM
3" SQ. STEEL,
BEAM
H �,-
CS
00 �"
MAX.COL.
SPACING
SPACING
SLAB
MAX.POST
SPACING
FREES TAND
ATTACHED;
MAX.POST
SPACING
FREESTAND•
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
7TGMIN.
POST
TYPE
FTG
(IN.)
MINPo!.
TYPE
FTG.
(IN;)-
MIN.
TYPE
FTG
(IN.)
MIN.
POST
TYPE
-G.
FTPOST
(IN.)
MIN.
TYPE
FTG
(IN.)
MIN.
POST.
TYPE
FTGPOST
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
TYPE
FTG.
(IN.)
MIN.
ST
TYOPE
FTG
(IN.)
MIN.
POP
4'
1 T-0"
13'-3"
30
G
20
B*
17'-0"
34
G
22
B
13'-4"
34
G
20
B
12-3" '
34
G
20
B
13'_7, ,_ „
1
34
G
22
B
5'
13'-7"
11'-10"
30
G
21
B
15'-8"
34
G
23
B
11'-11"
30
G
21
B
11'-4"
30
G
21
B
12'-2"
30
G
22
B
6'
11'-4"
10'-9"
30
G
22
B'
14'-4"
34
G
24
B
10'-0"
30
G
22
B
10'-5"
30
G
22
B
11'-10 230
G
23
B
7'
9'-8"
10'-0"
30
G
22
B
13'-3"
34
G
24
B
10'-1"
30
G
22
B
9'-7"
30
G
22
B
10 3
30
G
24
. B
8'
8'-6"
9-4-
30
G
23
B
12'-5"
34
G
25
B
9'-5"
30
G
23
B'
9'-o"
30
G
23
B
9 7
8'-10,
30
G
24
B
9'
7'-7"
8'-10"
30
G
23
B
11'-8"
34
G
25
B
8'-10"
30
G
23
B,
8'-6"
30
G
23
B
9, 1„
8'_3„
30
G
25
B
10'
6-9"
8'-4"
30
G
24
B
11'-1"
30
G
26
B
8'-5"
30
G
24
B
8'-0"
30,
G
24
B
8' 7"
30
G
25
B
11'
6'-2"
7'-8"
30
H
24
B
10'-7"
30
H
26
B
8'-0"
30
H
24
B
7'-8"
30
H
24
B
8'-2'
7'-6"
30
H
26
B
12'
5'-8"
10'-1"
30
H
27
B
7'-4"
30
H
24
B
7'-10"
7'-2"
30
H
26
B
13'
5'-2"
9'-9"
34
H
27
B
mAy
06 7109
7'-1"
34
H
25
B
7'-s"
6'-11'
34
H
26
B
14'
4'-10"
9'-4"
34
H
27
B
a
. _
6'-10"
34
H
25
B
7'-3"
34
H
27
B
15
q _6
9'-0"
34
H
28
B
P�` 1
6'-7"
34
H
25
B
T-0°
. 6'-5"
34
H
27
B
16'
4'-3"
8'-9"
34
H
28
B
2
r
Z
6'4".
34
H
25-
B
6-10"
6-
34
H
27
B
17'
q _p "
8'-6"
34
,H
28
B
�114U
'
6'-2"
34
H
26
B
s'-7"
6'-0'
34
H
27
B
18'
.. 3'-9„
8'-3"
34
H,
28
B
.
6'-0°
34
H
26
B
6-5"5'-1D
34
H
28
B
19'
8'-0"
39
H
29
B
6'_'l0-
39
H
26
B
6-35 8„
39
H
28
B
20'
3'-4"
7'-1o"
39
H
29
B
5, 8„
39
H
26
B
5'-6"
39
H
28
B
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF ,
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED.& SHT. 24.FOR FREESTANDING
r
DRAWN BY KK
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
"
DATE: SI06@009
" ' -
COMMERCIAL�AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 a 30 psP
DURALUM PRODUCTS, INC.
"
SCALE: NONE -
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8 110 MPH
8269 ALPINE AVE., SACRAMENTO. CA 95826
MA1 A59-7n91 FAX 4n.1-1F10 ealeertdurah�m r`nm
SHEET 17 OF 30
REVISED BY: K'.K B D.P.
,90,100
10# L.L. 100 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
7" I -BEAM
DBL. 3" x8"x.042"BEAM
DBL.2"x6.5"x.032"-BEAM
3" x8" BEAMw/INSERT
OR 3'x8 BEAM
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX -POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
II-- I-_
O
O z m
U
cx
a =
I-I-
�7
a z
SPACING
128'-1
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
o
7TG
POST
FTG
MIN.
POSTMIN.
FTG.
MIN
POST
FTG
MIN.
FTG._
MIN.
FTG
MIN•
FTGPOST
FTG
MIN.
O
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
2" X 6.Sx.032"
BEAM
(IN.)
TYPE
(IN.)
POST.MIN.
TYPE
(IN.)
TYPE
(IN.)
POST
TYPE
~
4'
17'-0"
'
39
G
25
B
19'-2"
39
G
21
B
13'-7"
13'-6"
34
G
25
B
24'-9"
39
G
25
B
4 '
27'-
8 5"
13'-1"
Y-O"
29
5'
13'-7"
25 24'-10
, 39
G
25
B/
17 - 16'-6"
34
G
22
B
12' 8"
12'-2"
34
G
25
B
22'-2"
39
G
25
B
E
1'-3"
5'
6'
11'-4"
23'-7"
39
G
26
B
E
15'-8"
5'-8"
34
G
22
B
11'-1"
10'-8"
11'-1"
10'-7"
30
G
26
B
20'-3"
19'-5"
39
G
26
�
C
g
7'
9'-8"
21'-1 "
20'-11'
39
G
27
B
�E
14'-6"
13'-11"
34
G
23
B
10'-3"
9'-101,
10'-3"
9'-10'
30
G
27
B
18'-9"
18'-0"
39
G
27
B
�/C
7'
8'
8'-6"
20'-5'9.-7�,
39
G
27
B/E
13'-6'3 .
34
G
24
B
9'-7"
9'-3"
9'-7"
9'-2"
30
G
27
B
17'-6'
6'-10"
34
G
27
B
ZE
8
9'
7'-7"
19'-3"
39
28
E
12'-9"
34
G
24
B
9'-1"
9'-1"
30
28
16'-6"
34
28
B
9 '
2'-3"
8'-8"
8'-8"
G
B
5'-10"
G
�E
10'
6'-9"
18'-3"
34
G
28
E�
12
30
G
24
B
g, 7„
g _7
30
G
28
B
15'-8"
34
28
1'-8"
,
G
�E
10.
11'
6'-2"
17'-5"
16'-9"
34
H
29
E
11'-6"
11'-1"
30
H
25
B
8'-2"
7'-9"
8'-2"
-10"
30
H
29
B
14' 1 ,
- 14,4„
30
H
29
B�E
11'
12'
5.'-8"
16'-8"
34
H
29
E
11'-1"
34
25
B
7'-10"
7'-10"
30
H
29
B
14' a"
30
H
B/E
12' .
16-4)"
O.7
7 2,
7. 6,.
13'-9"
29
13'
5'-2"
16'-0"
34
H
30
F
10'-2"
34
H
25
B
7'-7"
7'-6"
34
H
30
B
13'-9"
34
H
30
B
13'
6'-7"
7'-3"
13'-2"
�E
14'
4'-10"
15'-5"
34
f i
30
E�
10'-3_'10
34
H
26
B
7'-3"
7'-3"
34
H
30
B
13'-3"
34
H
30
B
14'
-
6'-1"
6'-11"
�E
15'
4'-6"
14-14'-4"
34
H
30
E/
9'-19'-6
34
H
26
B
7'-0"
5'-8"
7'-0"
6'-9"
34
H
30
B
12-1
34
H
30
B/
E
15, .
16'
4'-3"
14'-5' -1
, 34
31
F
9'-7" 9 2
34
J
26
B
6'-10'S a
6'-9" 6 6
34
j
31
B
12'-5' -11'
34
31
B�E .
16'
17'
4 -0'
14'-0"
34
31
F
9 -3
34
J
27
B
6'-5"
6'-7"
34
31
B
34
31
17'
13'-5"
-11"
5'-0"
6,-4„
11' s"
E
18'
3'-9"
13'-8'3
34
�
31
F
9 -08
34
J
27
B
6'-1 "4
6' 4"6
34
J
31
B
11'-8"
34
J
31
B
18'
-1"
8„
9
2
11'-2"
�E
19'
3'-7"
13'-3"
12'-9"
39
J
32
F
8'-9"
8'-5"
39
j
27
B
5_9.,
4'-6"
6' 2,.
6'-0'.
39
1
32
B
11
39
j
32
B�E
19'
20
3'-4"
12, 1
39
32
F
g, 7,
39
J
27
B
5'-6"4'-3"
6 1
39
32
B
11-10.-8"
39
32
B
20'
12'-5"
8 3
5'-10"
hIAY 0 6 2003 . -.
.
�� P�.1. CA
NOTE: FOOTNOTE: "SAMPLE" �� �4
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. CIO �O '
FIGURE INDICATES EXPOSURE B rn
WHERE SLAB OCCURS, CUBED FOOTING ~
SIZE FIGURE INDICATES EXPOSURE C W
Nc. ' `ti4$ i
r
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. or_
Exp. S 3�
SEE ALTERNATE FOOTING TABLES ADDITIONAL: FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: KK
DATE: 5/05=09
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEM:ASQFG:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10. 20 & 30 psf
DURALUM' PRODUCTSJNC.
REVISED BY: KK. 8 D.P.
RANCHO CUCAMONGA, CA 951
( ) 741-2107
^ ND ATTAMHED
HORIZ. VNND =
90.100 & 110 MPH
8269 ALPINE AVE.. SACRAMENTO• CA 95 8
'SH
MR1 AR9_7m1 FAX dmL i.-i1p=1nelrTd„�Inm n,m ET 18 0� 30
10#
L.L. _
1104
-M'PH..=FREESTAN'D`fN'G-&"-ATTACHED_SOLID
PATIOS
12' OR LESS
6.5"
ROLLFORM
4"
I -BE
-AM
4.5 /
MAG GUTTER
'
MAG
BEAM
3" SQ.
STEEL
BEAM
}
Q =
O m
-
110 MPH
110 MPH
110 MPH
110 MPH
110 MPH
F 0°
o
OZ
U — g
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED"
MAX.POST
FREESTAND
ATTACHED-
MAX.POST-
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
� a Z
SPACING
FTG. •
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
SPACING'
FTG
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
SPACING
FTG.
MIN.
FTG
MIN.
F
g O O
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
ITYPE
(IN.)
POST
TYPE
(IN.) ITYPE
POST
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POS
TYP
4'
17'-0"
12'-7"
36
H
21
B
1-'16
36^
H
23
B
12 8"
36
H
21
B12
36
H
21
B
13'-7"
29
H
22
e
6'-6"
-
5'
13'-7"
11'-3"
32
H
22
B
16'-3"
36
H
24
B
11'-4"
32
H
22
B
11'-8"
32
H
22
B
12'-2"
10-1 "
29
H
23
E
14'-10'
10'-10'
6'
11'-4"
10'-3"
32
H
23
B
14'-1 "
36
H
25
-B
10'-4"
32
H
23
B
10 9,-11„
32
� i
23
B
11 9,_2"
29
�-i
24
e
13'-6"
7'
9'-8"
9'-6"
32
H
23
B
13'-12'6
36
H
26
B
9'-7"
32
H
23
B
10-0,2„
32
H
23
B
10'-3
29
H
25
B
6„
8'
8'-6"
8'-11"
32
H
24
B-
12'-1 ;
36
H
26
B
8'-11"
32
H
24
B
9-4-
32
H
24
B
-7 ,_11„
29
H
25
B
9'
7'-7"
8'-5"
32
H
24
B
12'-2"
36
H
27
B
8'-5"
32
H
24
B
'1 8,
32
H
24
B
9-1 ,
32
H
26
B
„
1„
6„
10'
6'-9"
7'-11"
32
H
25
B
11'-7"
32
H
27
B
8'-0"
32
H
25
B
8'S�,
32
H
25
B
7„
-1
32
H
26
B
10'-6„
8„
11'
6,_2„
7, �„
32
H
25
B
11'-0"0
32
H
28
B
7'-8"
32
H
25
B
8'-0"
32
H
25
B
8' 2„
32
H
26
B
0„
.
s„
12'
10'-6"
s'-s°
32
H
28
B
7'-8"
32
H
26
B
16' 16
32
H
27
B
13'
10'-2"
36
j
28
B
7'_4„
36
j
26
B
7'-6' ,
36
j
27
E
3„
14'
9�
36
29
B
t�jA
0 6
009
7'-1"
36
26
E;
7'' 6,
36
27
E
8'-10„
-6„
o„
15'
9'-5"
36
j
29
:ESS
6'-1
36
j
27
BT-o"
36
j
28
E
16'
9' 2°
36
j '
29
B
k+�'
Pg
`
'�'
6'-8„
1
36
27
B
6'
5'-7"
36
28
B
17'8`10"
36
• j
30
B
m
6.5
36
•1
27
B'
6 7 '-3"
36
J
28'
B
6'-10
18,
-
-
8'-7".
36
� -
30
B
6, 3„ .
36
j
27
B
6'-5"
36
j29
B
_
,
P .
5'-8"
-���
8�' 7„
41
30
B
11-
6 _
7"
41
-
28
B
-3
6' „
4'-8„
41
J
29
E
20'
-
8'-2"
41
j
30
B
0
5'-11'
41
28
B
6 -4;_6„
41
29
E
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE B• FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES ` rA
SHT in FnR ATTACHED &•SHT. 24 FOR FREESTANDING . _ ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
• 4
DRAWN 6Y: K.K `
K6
TOM CAMPBELL &ASSOCIATES, INC.'
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
;
DATE 5/OY.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
1LI 20 8 30 pst
, DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (961) 747.2707 -
AND ATTACHED
HORIZ. WIND =
90.�00 8 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 96826 - v
ro�A� d50_7m1-FAY An:ii.ma �ole�nn,,.�um .•.��+
-
SHEET 19 OF 30
_
REVISED BV: K.K: 8 D.P.,
-
•^ ••
..
10# L.L. 110.MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR' LESS` EXP. B & C
7" I -BEAM
DBL. Yx8"x.042"BEAM
DBL.Tx6.5"x;032"BEAM
Yx8"'BEAMW/INSERT
OR 3 x8 BEAM
Wit=-
Z) C1
O Z m
U— 5
F
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
m
c�
a Z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
cop
F
FTG.
MIN.
FTG
MIN.
FTG
MIN.
POST
FTG
MIN•
POST
FTG.
MIN• OST
FTG
MIN.
POST
FTG.
N.
POST
FTG.
MIN.
POST
g fn O
( IN)
POST
TYPE
IN
(IN.)
POST
TYPE
( IN.)
TYPE
(IN.)
TYPE
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
TYPE
( IN.)
TYPE
(IN.)
TYPE
1—
4'
17'-0"
28'-10"
41
H
26
B
19'-
41
H
22
B
13'
13
36
H
26
B
91,
24'
41
H
2�6
B
4
2
7 -6„
2'-5"
2'-5"
22'-8"
5'
13'-7"
25'-10"
41
H
27
g
/E
17'-2"
36
H
23
B
12'- 2"
12'-2"
36
H
27
B
22'-2"
41
j-i
24
�7
B
5
23'-7"
5'-8"
11'-1"
11'-1"
0'-3"
6'
11'-4"
23'-7"
41
j i
28
B
/E
15'-8"
36
H
24
B
11'-1"
11'-1"
32
28
B
20'-3"
41
H
2Y28
B
/C
6'
4' 4"
10'-2"
10'-1"
18'-6"
7'
9'-8"
21
41
H
29
B/E
1a' 63
36
H
25
B
10' 3"
10'-3"
32
H
28
B
18'-9"
36
H
2�8
B/
T
19'-11'
3
9'-5"
9' 4"
17'-1"
C
8'
8'-6"
20'-5"
41
H
30
B/
13'-7"
36
H
25
B
9'-7"
9'-7" -
32
H
29
B
17'-6"
36
H
26X
B
/E
8'
18'-8"
E
12'-5"
29
9
7 -7'
19'-3"
36
H
30
E
12'-1
36
26
B
9'-1"
9'-1"
32
H
30
B
16'-6"
36
H
�0
B
/E
9 1
1 B
7 B
B, 3,
15'-1'
10'
6'-9"
18'-3",
36
H
31
E/
12'-2"
36
H
26
B
8' 7"
8'-7"
32
H
30
B
15'-8"
36
H
27
�0
B
/E
10'
F
11'-1"
1"
11'
6'-2"
17'-5"
36
H
31
E/
11'-7"
32
H
26
B
8'-2"
8'-2"
32
H
31
B
14'-1
32
H
2�
B
/E
11'
15'-11
'
F
10-'7"
6' 4"
7'-6"
13'-8"
31
12'
5'-8"
16'-8"
36
H
31
E/
11'-1"
32
j {
27
B
7' 10
7'-10"
32
H
31
B
14'-4"
32
Fi
2�
B
/E
12'
15'-3"
F
0'-1"
5'-9"
7'-2"
13'-1"
31
13'
5'-2"
160;
36
J
32
E�
36
J
27
B
7'-7"
7 6
36
J
31
B
13' 92
36
J
2�1
B/E
13'
8
9, 9„
5,�„
6'-10"
7
14'
4'-10"
15'-5"
36
J
32
E/
10'-3"
'-4"
36
28
B
7' 3"
7'-3"
36
J
32
B
13'-3"
36
J
2�2
B/
14'
F
`j
4'-11"
6'-7"
12'-1"
E
15'
4, e„
14-11"
36
J
32
E
9'-11,
36
J
28
B
7'-0"
7'-0"
36
J
32
B
12'-1 "
36
J
2�
B
/E
15,
13'-8"
9'-1"
4'-7"
6'-5"
11'-8"
32
16'
4'-3"
14' 5"
36
J
33
F
9'_7„
36
J
28
B
6 -8"
6 -9"
36
J
32
B
12'-5"
36
J
29
B
/E
16'
_2„
8' 9„
4,-4„
6, 2„
1,�„
32
17'
4'-0"
14'-0"
36
J
33
IF9
4
36
J
28
B
6'-3"
s'-7"
36
J
33
B
12'-0"
36
J
2�
B
17'
12'-1
6"
4'-1"
6'-0"
11'-0"
33
E
18'
3'-9"
13'-8'2
36
J
33
IF9
18
36
J
29
B
5'- -
6 5
36
J
33
B
11'-8'0'-8"
36
J
3 �3
18'
-5"
-3„
T-10"
5'-10"
E
19'
13 12'-0"
41
J
33
F
8 1 g
41
J
29
B
5'- --3
6'-3"5
41
J
33
B
11' 1'0
41
J
30
�3
B
19'
3'-7"
_p
6
6
-5"
/
E
20'
3'4"
12�
41
J
34
F
8'-7"
T-10'
41
J
29
B
5,_4„
6'-1"
41
J
34
B
11'-1"
41
J
30 .
20'
1 "NY 0 6 2009
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. E-:(P. 3 31
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING -
DRAWN BY: KK
TOM.CAMPBELL & ASSOCIATES, INC.
SOLID -
LIVE LOAD=
PATIO COVER SYSTEM•AS,MFG.
DATE: 5I05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHED
HORIZ. WIND =
- 90.100
8269 ALPINE AVE.. SACRAMENTO, CA 95826
HEET 20 OF 30
.AND
& 110 MPH
l41F1 dF9-70J1 FdX dO:L1F10 calnelnlAnminm mm
`20#• L.L: j 10..'M'PH FREESTAND.&:ATTACHED SOLID.PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
6.'5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM
cr
_ —'O m FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND ATTACHED FREESTAND, ATTACHED
I—F OZ
D G c� — MAX.POST MAX.POST MAX.POST MAX.POST MAX.POST
��az SPACING FTG: MIN.• F.TG MIN:', SPACING FTG. MIN. FT( MIN. SPACING FTG. MIN• FTG MIN. SPACING FTG. MIN. FTG MIN. SPACING FTG. MIN. FTG MIN.
I— (A O. POST POST_ POST POST POST POST POST POST POST POS
(IN.) TYPE. ' (IN.) TYPE`: (IN.) TYPE (IN.) TYPE (IN.) TYPE (K) TYPE (IN) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYP
4' 8'-11'` 11'-4 32 H 20 B 14'-2" 36 H 22 B 10'-9" 32 H 20 B ' • 10'-3" 32 H 20 B 11'-5" 32 H 22 B
5' 7'-1" 10'-2" 32 H 21 B 12'-8" 36 H 23 B 9'-7" 32 H 21 B 9'-2" 32 H 21 B 10'-7" 32 H 23 B
6' 5'-11" 9'-3" 32 H 22 B 11'-6" 32 H 24 B 8'-9" 32 H 22 B 8'-5" 32 H 22 B 9'-8" 32 H 24 B
7' 5'-1" 8'-7" 32 H 22 B 10'-8" 32 H 24 B 8'-1" 32 H 22 B 7'-9" 29 H 22 B 8'-11" 32 H 24 B
B' 4'-5" 8'-0" 32 H 23 , B 10'-0" 32 H 25 B 7'-7" 32 H 23 B 7'-3" 29 H 23 B 8'-4" 32 H 25 B
9' 3'-11" 7'-7" 32- H 23 B 9'-5" 32 H 25 B T-2" 32 H 23 B' 6-10" 32 H 23 B 7'-11" 32 H 25 B
10, 3'-6" 7'-2" 32 H 23 B 8'-11" 32 H 26 B 6'-9" 32 H 24 B 6'-6" 32 H 23 B 7'-6" 32 H 26 B
11' 3'-2" 6'-10" 32 J 24 B 8'-6" 32 J 26 B 6'-6" 32 J '24 B 6-2" 32 J 24 B 7'-2" 32 J 26 B
12' - 6-7" 32 J 24 B 8'-2" 32 J 27 B 6'-2" 32 J 24 B 5'-11" 32 J 24 B 6-10" 32 J 27 B
iT - 64- 36 J 25 B 7'-10" 36 J 27 B 5:'-11" 36 J 25 B 5'-8" 36 J 25 B 6'-7" 36 J 27 B
14' - g _1 36 J 25 B 7'-7" 36 J 27. B 5'-9" 36 J 25 B 5'-6" 36 J 25 B 6-4" 36 J 27 B
15' - 5'-10" 36 J 25 B 7'-4" 36 J. 28 B • 5'-7" 36 J 25 B 5'-4" 36 J 25 B 6-1" 36, J 28 B
16' - 5'-8" ' 36 J 25 B 7' 1 .36 J 28 B 5'-4"_ 36 ' J .25 B 5'-2" 36 J 25- B 5'-11" 36 J -28 E B
tr - 5'-6" 36 26 B 6'-10" 36 J 29 B •5' 3" 36 26 B 54' 36 J 26 B ' 5'-9" . . 36 J 29]LB
I11AY 0 620013
_ - - oQJij,,, jp FOOTNOTE:, "SAMPLE"
'FIGURE INDICATES EXPOSURE B
- ���kI�Q,�j �• CigAiA� �y _ FIGURE INDICATES EXPOSURE C
Wr_ + , • ti•I ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP._B & C.
i
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE'ALTERNATE FOOTING TABLES
SHT. 10 ,FOR ATTACHED:&,SHT. 24 FOR FREESTANDING
• - `:!..,
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC. -
- SOLID
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
_
'DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psr
DURALUM PRODUCTS, INC.
'-
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO. CA 95826
SHEET 21 OF 30
REVISED BY: KK..B-D.P.
90:100 8'110'.MPH
rain es�.�mi PAY dO:L1F10. calue�ldunlum mm
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR..LESS EXP.B&C
�-_7-;IzBEAM---__
DBL. 3" x8" x.042'IBM
"x BEABEAM
DB oR
3" x8" BEAMMINSERI
3'
MAX.POST
�
`FREE�S^TAND ,ATTACHED
_
MAX.POST
FREESTAND
ATTACHED
MAX.POST
O Z m
g
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND
ATTACHED
I-
a z
O
SPACING
SPACING
FOR DBL.
2x6.5x.032
FOR 3 x 8
BEAM
SPACING
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POST
FTG.
MIN.
POST
FT
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
POS
( IN.)
TYPE
( IN.)
TYPE
( IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYP
4'
8'-11"
22'-5"
41
H
25
F
14'-10"
36
H
20
B
10'-2"
10'-6"
32
H
20
B
20
41
H
22
/5
C
/
9,-2„
5.
T-1„
20'-0"
4
H
25
F
13'-3"
36
H
21
B
9'-1"
9'-5"
32
H
21
B
18 17
36
H
2�/25
C/
2„
6'
5'-11"
18' - 3"
41
H
26
F
12'-2"
36
H
22
B
8'-4"
8'-7"
32
H
22
B
16'-8"
36
H
2Y26
C
15'-8"
T
5'-1"
16'-11"
41
H
27
F
11'-3"
32
H
22
B
T-8"
T-11"
32
H
22
B
15'-64
36
H
2�7
C/
6
8'
4'_5"
15'-10"
36
H
27
F
10'-6"
32
H
23
B
T-2"
T-5"
32
H
23
B
14'-6"
36
H
2
E
/
13'-7"
27
9'
T-11"
14'-11"
36
H
28
F
9'-11"
32
H
23
B
6'-9"
T-0"
32
H
23
B
13'-8"
36
H
2�8
E/
2'-10"
10'
T-6"
14'-2"
36
H
28
F
9'-5"
32
H
24
B
6'-5"
6'-8"
32
H
24
B
12'-1 ',
32
H
28
E/
„
>>'
T-2"
13'-6"
36
29
F
8'-11"
32
J
24
B
S_9„
6,4n
32
24
B
12' 4
32
J
2�9
E
1 -7"
12'
_
12'-11"
36
J
29
F
8'-7"
32
J
24
B
5'4"
6'-1"
32
J
24
B
1V-1 "
32
J
2
13
_
12'-5"
36
J
30
F
8'-3"
36
J
25
B
4'-11"
5'-10"
32
J
24
B
11' 40
36
J
30
E/
8
14'
-
12'-0"
36
J
30
F
T-11"
36
J
25
B
4'-7"
5'-5"
36
J
24
B
10'
36
J
/
E/
10' 3„
15'
_
11'-7"
36
J
30
F
7'-8"
36
J
25
B
4'4"
5'-1"
36
j
25
B
10'-9'-11"
36
J
Z
E/
16'
_
11'-2"
36
J
31
F
T-5"
36
J
26
B
-
4'-9"
36
J
25
B
10'-3_7"
36
J
�1
17'
_
10'-10"
36
j
31
F
7'-2"
36
J
26
B
-
4'-5"
36
J
25
B
9'-19
36
J
E/
4
1
FOOTNOTE: "SAMPLE" ®�j� HAY Q d 2009
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
CO
~
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE -SHOWN -INDICATES EXP. B 8 C. Lu No. 794
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.�-
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
- LIVE LOAD =
PATIO COVER -SYSTEM .AS-MFG. BY"
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING
PAFREESI ND ALEING
10, 20 8 30 psf
DURALUM PRODUCTS,-INC.
SCALE: NONE
REVISED BY: K.K. B D.P.
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
.- HORIZ. WIND =
8269 ALPINE .AVE., SACRAMENTO, CA 95826
.,
90.100 & 110 MPH
MIRI A.S7.7n7l anti anzuio c=,o ,1 v 1L n„„
SHEET 22 OF-30
a
30#.. &L., 110- MPH. FRE-ESTAND.:&-ATTACHED SOLID PATIOS / COMMERCIAL 12OR-LESS EXP.B&c
6.5" ROLLFORM
4"
I -BEAM
4.5 / MAG GUTTER
MAG BEAM'
3" SQ: STEEL
BEAM _
=
0
-
J O m•
„ x0
a Z
2 fn O
MAX.POST
SPACING
FREESTAND
ATTACHED
-
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
-
MAX.POST
SPACING
FREESTAND,-ATTACHED
MAX.POST
SPACING
a
FREESTAND
-
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
ITYPE
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.
POS
TYP
4-
6'-2"
10'-0"
32
J
20
B
13'-3"
36
J
22
B
10'-1"
32,
J
20
B
9'-7"
32
20
B
9'-10"
32
19
=8, .
5-
4'-10"'
8'-11"
32
J
21
B
11'-10"
36
J
23
B
9'-0"
32
J
21
B
8'-7"
32
J
21
B
8'-9"
32
J
20,
B
6'
4'-0"
8'-2"
32
J
21
B
10'-10"
32
J
23
B
8'-2"
32
J
21
B
7'710"
32
J
21
B
•b'-0"
`;32,
dJ
21
B
r
3'-6"
7'-7"
32
J
22
B
10'-0"
32
J
24
B
7'-7"
32
J
22
B
7'-3"
29
J
22
B
7'-5"
32
J
21
B
8•
7'-1"
29
J
22
B
9'-4"
32
J
24
B
7'-1"
32
J
22
B
6'-9"
29
J
22
B
6'-11"
32
J
22
B
91
6'-8"
29
J
23
B
8'-10"
32
J
25
B
6'-8"
32
J
23
B
6'-4"
32
J
23
B
6'-7"
32
J
22
B
10,
6-4"
29
J
23
B
8'-4"
32-
,j
25
B
64"
32
,j
23
B
6'-1"
32
J
23
B
6-3"
32
J
23
B
29
,j
23
B
8'-0"
32
j
26
B
6'-1"
32
j
23
B
5'-9"
32
,j
23
B
5'-11"
32
J
24
-B
12'
5'-9"
29
J
24
B
7'-8"
32
J
26
B
5'-10"
32
J
24
B
5'=6"
32
,j
24
B
5'-8"
32
J
24
B
13•
5'-6"
29
K
24
B
7'-4"
36
K
26
B
5'-7,-
36
K
24
B
5-4-
32
K
24
B
5'-5"
36
K
24
B
14'
5'4"
29
K
24
B
7'-1"
• 36
K
27
B
5'-4"
36
K
24
B
5'-2"
32
K
24
B
5-3"
36
K
24
B
FOOTNOTE: "SAMPLE" _
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C - -
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF '
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES r
CWT in cr%o ATTA(`I-Icil R CHT 9d T:r) FRPFCTAfJMNf: -Y t
-A
W F
' hllkY 0-6 2009 - .
DRAWN BY: KK
TOM CAMPBELL &_ASSOCIATES, INC.
soup
LIVE LOAD =
PATIO COVER SYSTEM'AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 &'30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ: WIND =
& 11O MPH.
8269 ALPINE AVE., SACRAMENTO. CA 95826
lA1F1 dF9_7n91 cal>clnldumL,m mm
-
SHEET 23 OF 30
>REVISED BY.:K. K'& D.P.
. .".-go
..100
.FdXdflfLlF1G'
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS1-COMMERCIAL 12' OR.LESS EXP.B&(
7" I -BEAM
DBL. Yx8"x.042"BM
DBL.2"x6:"x8"BEAM 5"x.032" BEAM
3"x8" BEAMW/INSERT
OR 3
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
Q=
o
m
JLim
O Z
O - g
L)
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND
ATTACHED
S
Q V
a z
SPACING
SPACING
FOR DBL.
FOR 3 x 8
SPACING
FTG.
MIN.
FTG
MIN.
FTGPOST.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
N.
�n O
( IN.)
POST
TYPE
( IN.)
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
2x6.5x.032
BEAM
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POSTj.pMo1IS
TYPE
(IN.)
TYP
4•
6-2"
20'-11"
41
j
24
F
13'-11"
32
j
22
B
9'-10"
9'-10"
32
j
20
B
19'-0
36
2�4
5/1
T-11'
.J
51
4'-101,
18'-9"
41
,J
25
F
12'-5"
32
�
23
B
8'-10"
8'-9"
32
�
20
B
17'-06
36
j
225
1
6'
4'-0"
17'-1"
36
J
26
F
11'-4"
28
j
23
B
8'-1"
8'-0"
32
j
21
B
1.
36
J
26
C/
14 $
7
3'-6"
15'-10"
36
J
26
F
10'-6"
28
J
24
B
7'-5"
7'-5"
29
J
22
B
14'-4"
36
J
12 �/26
5/
13'-T
B.
T-1"
14'-10"
36
j
27
F
9'-10"
28
j
24
B
7'-0"
6-11"
29
j
22
B
13'-5"
36
E
12'-8"
27
9.
14'-0"
36
j
27
F
9'-3"
28
j
25
B
6-7-
6'-7"
32
j
23
B
12'-8"
36
�7
E/
10•
13'-3"
36
J
28
F
8'-9"
28
J
25
B
6'-3"
6'-3"
32
J
23
B
12'-O"
29
J
2 28
E�/
, „
11
12'-8"
36
j
28
F
8'-5"
28
26
B
5'-11"
5'-11"
32
23
B
11'-10,-10"
29
2Z28
E/
1r
12'-1"
36
j
29
F
8'-0"
28
j
' 26
B
10'-1 °
29
2Z2g
E�
'10-4„
13'
11'-7"
36
K
29
F
7'-9"
32
K
27
B
10'-6,
36
K
?29
E�
1a
11'-2"
36
K
29
F
T-5"
[32
K
27
B
7„
36
K
22g
E�
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B _[� FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
11AY 0 61009
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
T-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
4'-0" SQ x
4'-7" SQ x
5-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
"'' SouD"""
LiVE'LOAD = "PATIO
COVER SYSTEM AS MFG: BY: .
DATE: 5/OS/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
POST SPACING TABLE
FREESTANDING
70, 20 8 30 ps(
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED 6Y: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (957) 741-2107
AND.ATfACHED
HORIZ. VNND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
90A00.& 110 MPH
MIAI A69-7"91 FAX Ani-isiG
SHEET 24 OF 30
10#: L.L. .'90 MPH°,FREESTAND.:&.ATTACHED OPEN°: LATTICE PATIOS 12' OR LESS, EXP. B & C
}
a =
o
r
- c� m
l z m
Q. Z
g N 0
3" SQ—STEEL-BEAM
DBL. 3"x8"x.042"BEAM
DBL•.2"x6.5"
x.032"
OR 3"x8"BEAM'
BEAM
3 k8 BEAMw/INSERT
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
}
¢ =
o
Lm g
r
FOR ATTACHED
MINIMUM NO.
TYPED
PATIOS
OF
FOOTNOTE:
POST
MAX -:POST
SPACING
`
FREESTAND
ATT.
MAX.POST
SPACING '
-
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
`ATT.
POST TYPE 1
POST TYPE
2
FTG.
(IN.)
MIN.'
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN:
POST
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
4'
17'-0".
14'4"
32
G
16
19'-2"
38
G
20
16-4"
32
G
20
29'-11"
38
G
21
61
2
2
2
2
5'
13'-7"
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26'-9"
38
G
22
7,
2
2
2
2
6'
11'4"
12'-6"
32
G
18
15-8"
32
G
21
13'-4"
32
G
21
24'-5"
38
G
23
81
2
2
2
2
7'
9'-8"
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32
G
22
22'-7"
38
G
23
91
2
3
2
2
8'
8'-6"
10'-10"
29
G
19
13'-7"
32
G
22
11'-7"
29
G
22
21'-2"
38
G
24
,D,
2
3
2
2
9'
7'-7"
10'-3"
29
G
19'
12'-10-
32
G
22
10'-11"
29
G
22
19'-11"
38
G
24
11
3
3
2
2
10'
6'-9"
9'-8"
29
-G..
20
12'-2"
32
G
23
10'4"
29
G
23
18'-11"
38
G
25
12'
3
3
2
2
11'
6-2"
9'-3"
29
G
20
11'-7"
29
G.
23
9'-10"
29
G
23
18, 0,
32
G
25
13'
3
4
2
2
12
5 8
8'-10"
.29
G
20
11'-1"
39
G
24
9'-5"
29
G
24
17'-3"
32
G
26
14'
3
4
2
2
13'
5-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
H
26
15'
3
4
2
3
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16,-0,,
32
H
26
16'
4
4
2
3
15
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
: H'
27
17
4
5
2
3
16'
4'-3"
7'-8"
32
H
22
9'-7"
32
'H
25
8,_2„
" 32
H
25
14'211"
32
H
27
18,
4
5
2
3'
17'
4'-0".
7'-5"
32
H
22.
9'-4"
32
H
25
8'-0"
32
H,
25
14'-6"
32
H
27
19-
4
5
3
3
18'
3'-9'; .
7,.3„
32
H
22
9'-1"
32
H
25
7-4,
32
H
25
14'-1"
32
H
27
2o,
4,
5
3
3
19,
3'_7"
7'-0"
38
H
22
8'-10"
38'
H
25
7, 6„
38
H
25
13'-9„
-38
H
28
AND OR MIN.
SPACING MUST
SLAB SPACING
OR LESSER MUST BE USED
'USE ON CONC.
NO. OF POST
EXCEED
SLAB
ONLY
r2O'38
3'-4"
6'-10"
H
22
8'-7"
38
H
2 . '.'
ROF�w�
Q
. '
".
38
H
26
13'-4"
38
H
28
G4j
Q`
�(! ®
qr�Y
1
0
L
FOOTNOTE:
COL
TYPES
`
D-1 = .024"
SIDEPLATES
NOTE: C7 Z COL. TYPES D-2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTING SHOWN REPRESENTS LENGTH OF i NO.
-EACH SIDE OF CUBED FOOTING WITHOUT SLAB. _
WHERE SLAB OCCURS, CUBED FOOTING SIZED'
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. C
SEE ALTERNATE FOOTING TABLES
— — Cno ATTArWCM n. CUT �A GnD FCCTA AIr)IMr,
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE.SHOWN INDICATES EXP. B & C. -:
4 DRAWN BY: KK t
TOM CAMPBELL & ASSOCIATES;'IN , '
LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
•
DATE: Sl05I2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
POST SPACING TABLE
FREESTANDING
- 10; 20 830 psf
DURALUM PRODUCTS, INC.
_ -
'
-
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7 1-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 25 OF 30
REVISED BY; KK-& D:P.
�.. .. .
90.100&110 MPH
1p1R1d57.7(171 FA%d(I.'i-1F1Q eabelnlAiinhim mm
�co
�m
OZg
Qaz
2rn0
4' 17'-0"
5' 13'-7"
6' 11'-4"
10,
11'
12'
13'
14'
15'
16'
17'
18,
19,
20'
6-2"
6-8--
5'-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
100 MPH FREESTANDA ATTACHED OPEN LATTICE
PATIOS 12' OR -LESS. EXP. B & C
SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032"
BEAM
3"x8" BEAMw/INSERT
OR 3"x8"BEAM
�
MINIMUM
TYPE
FEBXP.
NO.
D
OF
FOOTNOTE:
POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
SPACING
SPACING
SPACING
SPACING
p
T
FTG.
MIN.
POST
FTG.
FTG.
MIN.
POST
FTG.
FTG.
MIN,
FTG.
FTG.
MIN.
FTG.
POST
TYPE 1
POST
TYPE 2
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
EXP. C
EXP. B
EXP. C
14'-4"
32
G
17
19'-2„8, 5'
39
G
21
16'4"
34
G
20
29'-11"
39
G
23
6'
2
2
2
2
13'-4,,
32
G
18
17'- �� 1'
34
G
22
14'-8"
34
G
20
26-9-
39
G
24
2
3
2
2
7.
12'-6"
32
G
19
15'-8"5 0
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
6.
2
3
2
2
11'-7"
29
G
19
14'-6'3 11
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
10'-10"
29
G
20
13 7"
13'-0"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
t0
3
3
2
2
10'-3"
Zg
G
20
12 12'-3"
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11,
3
4
2
2
9'-8"
29
G
21
12-2"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27
12'
3
4
2
2
9'-3"
29
H
21
11'- "
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
1„
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'-3 -
34
H
27
14'
4
10' 7"
5
2
3
8'-6"
32
H
22
10'-8'10'-2"
34
H
25
9'-1"
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
8'-2"
32
H
22
3"
34 34
H
26
8'4"
34
H
24
16'-0"
34
H
28
16'
4
5
3
3
7'-11"
32
H
23
9'-119 ,6
34
H
26
8'_5"
34
H
24
15'-5"
34
H
28
17'
5
6
3
3
7'-8"
32
J
23
9-7 , 2„
34
j
26
8-2
34
j
24
14'-11"
34
j
29
16'
5
6
3
3
7'-5"
32
j
23
9 '-11"
34
.�
27
7'-10"
34
J
25
14'-6"
34
J
29
19,
5
6
3
3
7'-3"
32
J
24
9-1
8'-8'
34
j
27
7'_5"
34
J
25
14'-1"
34
J
29
20'
5
6
3
3
HEADER
7'-0"
4381
24
8'-1o"
8'5"
39
�
27
7'-0"
39
�
25
, „
13 -9
39
�29FOOTNOTE:6'-10"
AND OR
MIN. NO.
OF POST
24
8' 7
39
J
27
39
�
25
39
30
8'-3"
_
-8"
13'-4"
REQUIRED
SPACING
MUST
EXCEED
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
ALLOWABLE SLAB SPACING
e OR LESSER MUST BE USED
t7AY 0 6 [O��J FOOTNOTE:
(y COL. TYPES D-1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
OD
COL. TYPES D-2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
LLJCD '" NO ;��� $ r I FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
EXP. 3 FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: KK
DATE::
TOM CAMPBELL & ASSO "' LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS.MFG. BY:
SCALE: NONE
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL POST SPACING TABLE
FREESTANDING
10, 20 & 30 sf
P
DURALUM PRODUCTS, INC., .-
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) -2107 AND ATTACHED
-H. WIND =
ALPINE AVE., snCRAMENTo, CA 95826
- y
100
90: 100 8 110 MPH
MAI
rp�a� es7am+ cax aniulo ca�oelnlA„o6�m ,„,.,
SHEET 26 OF 30 -
10# L.L., 110 MPH FREESTAND.&�ATTACHED,OPEN LATTICE PATIOS 12' OR LESS EXP. a& C
¢ =
I— r-
m
5
J O 00
O Z
U - 5
v rn
� ¢
a z
200
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
ATT.
DBL.2"x6.5"x.032"
OR 3 x8
BEAM
BEAM
ATT.
MIN. FTG.
POST
TYPE. (IN.)
3"z8" BEAMw/INSERT
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
. ATT." � TYPE D FOOTNOTE: '
Z) p
m POST TYPE 1 POST TYPE 2
FTG. S
~
(IN.) EXP. B EXP. C EXP. B EXP. C
MAX.POST
SPACING
FREESTAND
•ATT.
FTG.
( IN.)
MAX.POST
SPACING
FREESTAND
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.03,
MAX.POST
SPACING
FOR 3" x 8"
r BEAM
FREESTAND
MAX.POST
SPACING
FREESTAND
FTG.
(IN )
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
PE
2 24 6• 2 2 2 2
4'
17'-0"
14'-4"
32
G
18
19 7,-6„
41
H
22
16'4"
16'-4"
36
H
20
29'-11"
41
H
5'
13'-7"
13'-4"
32
G
19
17'-2" a„
36
H
23
14'-8"
14'-8"
36
H
21
26'-9"
41
H
2 5 7' 2 3 2 2
2�6 6' 3 3 2 2
6
11'-4"
12'-6"
32
G
20
15'- 4'�
36
H
24
13'-5"
13'-4'
36
H
21
24'-5"
41
H
23` 3
�17 s' 3 2 2
7'
9'-8"
11'-7"
29
G
21
A4'-6"
13'-3"
36
H
25
12'-5"
12'-4"
36
H
22
22'-7"
41
H
2�7 1o' 3 4 2 2
8'
8'-6"
10`10"
29
- G
21
13 12'-5"
36
H
25
11'-7"
11'-7"
32
H
22
21'-2"
41
H
24 3 4 2 2
9'
7'-7"
10'-3"
29
G
22
12'-11Q'8„
36
H
26
10'-11"
10'-11"
32
H
23
19'-11"
41
H
�8 12' 4 4 2 3
2�9 13 4 5 2 3
10'
6'4"
9'-8"
29
G
22
12'-2"
36
H
26
10'-5"
10'-4"
32
H
23
18'-11"
41
H
11'
6-2"
9,_3„
29
H
23
11'-7"
10'-7"
32
H
26
9'-11"
9'-10"
32
H
24
18'-0"
36
H
12'
5'-8"
8'-10"
29
H
23
11' 1"
32
H
27
9'-2"
9'-5"
32
24
17'-3"
36
H
2 g 14' 4 5 3 3
2%0115' 4 5 3 3
13'
5'-2"
8'-6"
32
H
24
9, 9„ 101-81,
36
J
27
8'-5"
9'-1"
36
J
24
16'-7"
36
J
2
i30 16' 5 6 3 •3
14'
4'-10"
8'-2"
32
H
24
10'-3
36
J
28
7'-10"
8'-9"
36
J
25
16'-0"
36
J
7 1T 5
�0 , 6 3 4
15'
4'-6"
7'-11"
32
' H
24
g 1
36
J
28
T'4"
8'-5"
36
J
25
15'-5"
36
J•
16'
4'-3"
7'-8"
32
H
25
9'-7"
36
28
6'-10" '
8'-2"
36
J
25
14'-11"
36
J
7 16. 5 6 3-� 4
r 19' '5 7 3 .. 4.
17'
4'-0"
7'-5"
32
.J
25
94'-6"
36
J
28
6'-5"
'7'-11"-
36
'J
25
14'-6"
36
J'
�31 2D 6 7 3 '4
18
3,_9"
7,_3"
32
•
J .
25
9-1
36
._J
29
6'-1"
7'-9"
36
J
26
14'-1"
36
J
FOOTNOTE: '
19'
_
3 7„
7 _p"
38
J
25
8'-10"
. 8'-0"
41
J
29
„
5 -9
7'-6'
41
- '
J
26
13 -9"
41
J1
HEADER AND OR MIN. NO. OF POST
8 REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED - -
.024" SIDEPLATES, USE ON CONC. SLAB ONLY
.032" SIDEPLATES, ON CONC. SLAB OR FOOTING:
FIGURE INDICATES EXPOSURE C
ONE FIGURE SHOWN INDICATES EXP. B & C.
3'-4°
6'-10"
38
J
26
8 -7
41
2�
''
41
J
26
13'-4"
41
J
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
MAY BE REDUCED 6" EACH SIDE FOR
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED &SHT. 24
OF
SLAB.
SIZE
FREESTANDING
FOR FREESTANDING
•
ONLY.
ti<v
Z
W F— NO ; i r)
p[
C�
(a7
Z
$ t— m
a
F�NY
0 6 1539 FOOTNOTE:
COL. TYPES
- COL. TYPES
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE
ADDITIONAL FOOTNOTE:
WHERE
'
D-1 =
D-2 =
B
ONLY
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES,"
LATTICE '
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/OS12009
COMMERCIAL AND RESIDENTIAL STRUCTURAL GINEERING".
OST SPACING TABLE
-FREESTANDING
10. 20'8 30 ps(
DURALUM PRODUCTS, INC.
'
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 27 OF 30
REVISED BY: KK & D.P.
., ,
�' 90. 100 8.110 MPH
(oia1 as9am" FAX ana_t510 a=Icclii,A„tee,,., .�..,
20# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DBL2;'x6.5"x.032"
OR 3 x8
BEAM
BEAM
'
3"x8" BEAMw/INSERT
FOR'ATTACHED
PATIOS
MINIMUM
NO.
OF
POST
MA
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
I=-
� 0
O Z 00
U — g
F F
TYPE
D
FOOTNOTE:
L- ;
r
¢ `�
a z
SPACING
SPACING
SPACING
SPACING
0
m
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN,
FTG.
POST
TYPE 1
POST
TYPE 2
U) O
(IN)
POST
TYPE
( IN.)
(IN.)
NpE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
F-
EXP. B
EXP. C
EXP. B
EXP. C
4'
8'-11"
11'-1"
32
H
17
16'-9"
36
H
20
11'-10"
32
H
18
21'-8"
41
H
22
6-
2
2
2
2
5'
7'-1"
9'-11"
32
H
18
15'-0"
36
H
21
10'-7"
32
H
19
19,-4"
41
H
23
T
2
3
2
2
6'
5'-11"
9'_1„
32
H
19
13'-8"
36
H
22
91-81,
32
H
19
17'-8"
36
H
23
6.
3
3
2
2
7'
5'-1"
8,-5"
32
H
19
12'-8"
36
H
22
8'-11"
32
H
20
16'-4"
36
H
24
91
3
3
2
2
8'
4'-5"
7'-10"
29
H
20
11'-10"
32
H
23
8'-5"
32
H
20
15'-4"
36
H
25
10,
3
4
2
2
9'
T-11"
T-5"
32
H
20
11'-2"
32
H
23
T-11"
32
H
21
14'-5"
36
H
25
11
3
4
2
2
10'
T-6"
7'-0"
32
H
21
10'-7"
32
H
23
T-6„
32
H
21
13'-8"
36
H
25
12'
4
FOOTNOTE:'
HEADER
REQUIRED
ALLOWABLE
OR
4
2
3
11'
9'-2"
6,-8„
32
J
21
32
24
7,-2„
32
21
36
J
26
13'
4
5
2
3
12'
-
6,-5„
32
J
21
g _8,
32
J
24
6'-10"
32
J
22
12'-6„
36
J
26
14'
4
5
3
3
-
6_2„36
J
21
9-_3-
36
J
24
6-_7--
36
J
22
12,-0"
36
J
27
15'
4
5
3
3
14'
-
5'-1ill
36
J
22
8'-11"
36
J
25
6,-4„
36
J
22
11'-7"
36
J
27
16-
5
6
3
3
15'
_
5'4"
36
J
22
8'-8"
36
J
25
6'-1"
36
J
22
11'-2"
36
J
27
17'
5
6
3
4
16,
-
5'-7"
36
J
22
8'-5"
36
J
25
5'-11"
36
J
23
10'-10"
36
J
28
16,
5
6
3
4
17'
-
5,-5„
36
J
22
8,-2„
36
J
26
5,-8„
36
J
23
10'-6"
36
J
28
.19• .
5
7
3
4
18,
-
5'-3'
36
�
23
7'-11 "
36
J
26
5'-4"
36
�
23
10'-2"
36
J
28
20"
6
7
3
4
19,
-
5,-1„
41
J
23
7'-8"
41
J
26
5,_1,
41
J
23
9'-11"
41
J
29
AND OR
SPACING
SLAB
LESSER MUST
MIN. NO.
MUST
SPACING
BE USED
OF POST
EXCEED
20'
_
5'-0"
41
J
23
7'-6"
41
J
26
�/ EtOF
S
41
J
23
g,_8.
41
J
29
S1
C
I INY
06 7009
FOOTNOTE:
co
�
� l
COL. TYPES
D-1 = .024"
SIDEPLATES,
USE ON
CONC.
SLAB ONLY
NOTE: 0 g COL. TYPES D-2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING:
FOOTING SHOWN REPRESENTS LENGTH OF W
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE Exp. 3
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
. SEE ALTERNATE FOOTING TABLES C1 L
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING QF
� FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL,F00TNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN ev: K K.
TOM.CAMPBELL 8 ASSOCIATES, INC.
_ ,wTncE""
LIVE LOAD "'
PATIO'COVER SYSTEM-ASiMFG! BY:
DATE: 5/05/2009
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE R G
POST PACINGTABLE
F ESTANDING
10, 20 8 30 sf
P
DURALUM PRODUCTS,. INC.
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA (951) 741-210
AND ATTACHED
NORI2: WIND
8269 ALP.INE.AVE,-SACRAMENTO, CA 95826
SHEET 28 OF 30
..
90:-100 & 110 MPH
re1a� a5�-�rrn Fax an:i�s�p e=iocnn,,,al„m mm
30# •S.L. 110 MPH, FREESTAND.& ATTACHED. OPEN.LATTICE-PATIO,/ COMMERCIAL 12' OR LESS EXP. B & G
3" SQ.
STEEL BEAM
'DBL. 3"x8"x.042"BEAM
DBL:2"x6.5',x.032"
OR 3"X8'BEAM
BEAM
3"x8" BEAMw/INSERT,
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
>
MAX:POST
FREESTAND
ATT.
MAX.POST
FREESTAND
MAX.POST
FREESTAND
MAX.POST
FREESTAND
H
o
O Z 00
c> - g
ATT.
ATT.
ATT. H TYPE D FOOTNOTE: "
o
m
�'
v �.
¢ ,,
a z
SPACING
FTG.
SPACING
SPACING
_".
FTG.
SPACING
m POST TYPE 1 POST TYPE 2
MIN. FTG.
POST
FTG. -MIN.
FTG.
MIN.
POST,
FTG.
FTG.
MIN.
POST
FTG.
t-
g cn p
(IN.)
POST
TYPE
. (IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE (IN.) EXP. B EXP. C EXP. B EXP. C
1 21 6' 2 2 2 2
4'
6'-2"
9'-2"
32
, j
16
14'-4"
32
19
10'-2"
32
' j
17
19'-0 ,-11„
36
.J
J 1?1 1 7' 2 3 2 2
5'
4'-10"
8,_2„
32
.J
17
12'-10"
32
j
20
9'_1"
32
.J
18
17'_0„
36
6
4'-0"
7'-5"
29
18
11'-8"
32
21
8'-3"
32
18
' 15'-6"
36
j 29,�2 8' 3 3 2 2
14'-8'
7
3'-6'
6 -11 '
29
18
10 -10"
32
21
7'-8'
32
19
14,-4"
36
j 223 9' 3 3 2 2
.J
.J
13'-7'
2�3 10, 3 4 2 2
8'
-
6-5"
29
19
10.-1"
32
21
7, 2„
'32
j
19
13'-5"
36
.J
12'-8'
J 21 „ 3 4 2 2
9'
-
6'-1"
32
j
19
9, 6,
32
J
22
6, 9„
32
20
12'-8"
36
12'-0
10'
-
5'-g"
32
19
g'_1"
32
J
22
6'_5"
32
J
20
12'-0"
32
.J 21 l4 12, 4 4 2 3
�L
11'-4"
j 22�4 13- 4 5 2 3
32
20
32
j
23
32
j
20
10'-5"
32
6„
.J
8, 8„
6,-1„
0'-10"
12'
-
5' 3"
32
j
20
8,_3„
32
23
5'-10"
32
j
21
10' 1
32
.J 225 ,4' 4 5 3 3
�2
10'-4"
22 154 5 3 3
13'
K
20
7'-11„
36-
K
23
5, 8„
36
K
21
10'-6"
'-11"
36
-
5'-1"
231 1s 5 6 3 3
14'
-
4'-11"
K
20
7'-8"
36
K
24
5'_5"
36
K
21
10'-2'_7„
36
23 17 5 6 3 4
15'
4'-9"
K
21
7'-5"
36
K
24
5'-3"
36
K
21
9'-101.3„
36
_
23 FOOTNOTE: `
iz6
16'
4'-7°
K
21
36
K
24
5'-1"
36
K
22
s'-6„
36
_
.7'-2°
-o"
HEADER AND OR MIN. NO. OF POST
23l REQUIRED SPACING MUST EXCEED
/26 ALLOWABLE SLAB SPACING
17'
K
21
6'-11"
36
K
24
4''9'
36
K
22
9.2
36
4'-5"
OR LESSER MUST BE USED
2i26
18,
4'-4"
: K
21
6'-9;
36
K
25
'".
4_6
36
K
22
36
_
8'-6"
-
2417
i27 2'
19,
-
41-2".
K.
21
6-7"
41
K
25
4'-3"
41
_K
'22
7
8'-3„
. 41
20' _
K
22
-25
4'_1"
41
K
22
8-6
41
4'-1"
,
_10"
r
r p
4, A, V
n l
LJ�(J' .
s FOOTNOTE:
COL.
TYPES
D-1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE:
T
%i -
COL.
TYPES
D-2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTING SHOWN REPRESENTS LENGTH
EACH SIDE OF CUBED FOOTING WITHOUT
OF
SLAB.
0 F— _
11J r�{ ',;Y
FOOTNOTE:
"SAMPLE"
WHERE SLAB OCCURS, CUBED FOOTING
SIZE '
Exp. 3
IGURE INDICATES
EXPOSURE B
FIGURE INDICATES
EXPOSURE C
MAY. BE REDUCED 6" EACH SIDE FOR
FREESTANDING'O
y
T� DDITIONAL FOOTNOTE:
WHERE
ONLY ONE
FIGURE SHOWN
INDICATES
EXP._B & C.
SEE ALTERNATE FOOTING TABLES
J.rT
SHT. 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
nr.
DRAWN By KK
TO B LL 8 ASS CIATES, INC. `''
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY.
'
'DATE: 510512009 -
- ' - "-
COMMERCIALA RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
- •' 10, 20 &' 30 psf
DURALUM PRODUCTS,' INC.`
i
•
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 29 OF 30
REVISED BY: KK & D.P.
90.,100 & 110 MPH
JQjA1 eA7-�n�i cnx en:s.i.5ia �olA�nn�„=I�,m mm
r,
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL .
" .ROOF SLOPE SHALL BE 1/4" : 12" MIN. •. '•
ALUM.ALLOY a
3" OR 4:' APPROVED STRUCTURAL SANDWICH PANEL
MAY BE SUPPLIED BY OTHERS; SEE NOTE BELOW ;
WIND
DESIGN S.M.S
90 MPH #14 (cb 12" O.C.
100 MPH #14 :@ 10" O.C. ' .
110 MPH #14 @ 8" O.C.
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
6063-T6 -
3.200" T=.060"
` OR 4.200" '
• APPROVED 3"
WALL FASTENERS INSUL. ROOF
SEE TABLE SHEET 7 PANEL
#12 SMS.T&B 1.880
AT 12" O.C.
3" OR 4" HANGER CHANNEL
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2006 IBC,
I 2006 IRC OR 2007 CBC. _ - OPTIONAL DECORATIVE FASCIA r "'
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD) - PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE " " SEE TABLE ABOVE
PANEL TO HEADER BEAM CO "EIR3"GUTTER .EXTRUDE XTRUDED'RIP EDGE - T
"WALLFASTENERS _ t
SEE TABLE SHEET 7 -
' I -BEAM _
(AS SHOWN IN THIS REPORT) INSULATED
• OPTIONAL RAIN GUTTER - ROOF PANEL -
BEAM HEADER
(AS SHOWN IN THIS REPORT)
` OPTIONAL NON-STRUCTURAL FASCIA INSULATED ROOF PANEL INSULATED ROOF PANEL '
TO APPROVED 'TO APPROVED
• • - BEARING WALL SYSTEM NON -BEARING WALL SYSTEM
�.tln�ESS/� NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED INTHISEVALUATION REPORT MUST HAVE A CURRENT ICC-ES EVALUATION REPORT
AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING
WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL
RESIDENTIAL CODE AND/OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE
SUBMITTED WITH THE DURALUM PATIO COVER DRAWINGS INDICATED IN THIS
REPORT. I4
NOTE:
ALL COMPONENTS ARE ►NTERCHANGABLE UNLESS OTHER WISE NOTED
' T
. o= ev: K.K.
DATE: SI05/2009 -
TOM CAMPBELL 8 ASSOCIATES, INC.
'-
-
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
• -
SCALE: NONE r .-
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING'
INSULATED ROOF
PANEL CONNECTIONS
,10, 20 & 30 ps14, r
DURALUM PRODUCTS, INC.
,
REVISED BY: K.K. 8 D.P.
RANCHO CUCAMONGA, CA j
(951 741-2107 -
- HORIZ. WIND =
t..
, 6269 ALPINE AVE., SACRAMENTO, CA 95626-
•
_ 90. 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@auralum.com
SHEET 30 OF 30 '
7