PAT (09-1140)61305 Living Stone Dr
09-1140
Application: 09-00001140
61305 LIVING STONE DR
Owner: JEBOUSEK
764-280-999-'6 -300236- 61305 LIVING STONE DRIVE
PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
MEDIUM HIGH DENSITY RES
3086
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with -
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class! B license No.: 770843
Date:tractor.
,Zl
OWN -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 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) I, 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-bNilder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contractingwith licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply town 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.).
1 _) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/30/09
GITyLAp LA QUINTA
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided .
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are: -
Carrier ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, I should become subject to the workers' compensation provisions of Section
3700 of th Labor Code, I shall forthwith comply with those provisions.
/Date: pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance 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 ands ate laws relating to building construction, and hereby authorize representatives
of thounly to eater uponjhd property for inspection purposes.
(Applicant or Agent):
Contractor:
Architect or Engineer:
LIFETIME PATIOS
P.O. BOX 5806
LA-QUINTA, CA 92248
(760)772-0013
\I/nom
Lic. NO.: 770843
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with -
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class! B license No.: 770843
Date:tractor.
,Zl
OWN -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 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) I, 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-bNilder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 1, as owner of the property, am exclusively contractingwith licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply town 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.).
1 _) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/30/09
GITyLAp LA QUINTA
------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided .
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are: -
Carrier ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, I should become subject to the workers' compensation provisions of Section
3700 of th Labor Code, I shall forthwith comply with those provisions.
/Date: pplicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance 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 ands ate laws relating to building construction, and hereby authorize representatives
of thounly to eater uponjhd property for inspection purposes.
(Applicant or Agent):
Application Number . . . . . 09-00001140
Permit PATIO COVER
PERMIT
Additional desc .
Permit Fee 63.00
Plan Check Fee
40.95
Issue Date . . . .
Valuation
3086
Expiration Date 4/28/10
QtyUnit Charge Per
Extension
BASE
FEE
45.00.
2.00 9.0000 THOU BLDG
2,001-25,000,
18.00
Special Notes and Comments
INSTALL WEATHERWOOD OPEN LATTICE
SHADE
STRUCTURE - 232 S.F. 2007 CODES.
------------------------- ------------------ -------------------------------
- ----------------------------------------------
Other
Other Fees .. . . . . .. BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.50
Fee.summary Charged
Paid Credited
Due
Permit Fee Total 63.00
:00 .00
63.00
Plan Check Total 40.95
.00 .00
40.95
Other Fee Total 1.50
.00 .00
1.50
Grand Total 105.45
.00 00
'105.45
a
LQPERMIT
TOM CAMPBELL & ASSOCIATES, INC:
Commercial and Residential Structural Engineering
(951) 741-2107
May 7, 2009 .
Building Offcial
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Covers Design Parameters
This letter affirms that the Duralum 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. GF07-0674 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, ADM=01 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:
Please contact -me at (951)"741-2107 orat ticampbell(a2charter:net should you
_ require additional information. E
Sincerely,
w ~ Ro.3 94 r
fir UR' 3J
Tom Camp ell, PE CNI1-e�
CF CAL���
Site Information
Owner's Nameti�jdl%s�
Address At -&S 7T71,416 b1/21
City/Town
State CG Z�
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,
�s`�_ J ---Lq Or.--------------— -- — —------- --- —
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i �� t;°.liLDiNG-& SAFETY DEPT.
1�J - APPROVED
FOR CONSTRUCTION
�- O DATE BY
♦ 1
� cd y
sI
L/co,so 08770843
IFETIME
ASI®S
---------------------------- C U S,T O M SHADE STRUCTURES
Charles Tunstead
Owner
'• Box 5806 • .• 777.2650
La Quirita, CA 92248 TOLL:••7072
cl-)arles@lifetimepatios.com.•
Bin #
City of La Quinta
Building u Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit_#
Project Address: 30 �U�i _ ge..:-
Owner's Name ® _
A. P. Number:
Address:
.
Legal Description:
Contractor7-10S.
iFETiME /9
City, ST, Zip: G U � t Z 5
*..::: ,
Telephone:s HIM
Project Description:
Address: PY AoX
City, ST, Zip://1A Qui/N L�l7. o�� 7"
Telephone: IOD - 77,7 - Qo %3
1
State Lic. # : ' % 7t7 g City Lic. #:.
Arch., Engr., Designer:
v
f
L J Z
Address:
City, ST, Zip:
Telephone:
State Lic. #: f. ' ` ~•
Name of Contact Person: .dand16f -
Construction Type: ',Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
Sq. Ft.: ?
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING.
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan.
Plans resubmitted
Mechanical
Grading plan
r' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
• ilf. _ .f . • n
PATIO,COVER SYSTEM AS MFG. BY. DURALUM PRODUCTS, INC.
GENERAL NOTES:,
HAlf, �i Ohl
1 THE DESIGN COMPLIES GRVITH THE -2006 -INTERNATIONAL BUIL-DING-CODE;_2005-INTERNAT10NAL RESIDENTIA-LTCODE72007-CALIFORNIA-BUIL-DING,CODE,
ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'AND.THE 2000 & 2005 ALUMINUM MANUAL-ADM,1-00 & 1-05, RESPECTIVELY.
Go
DRAWING NOTES:{- fn2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL -BE CIRCLED AND CLEARLY IDENTIFIED.. ( LL! NO. 3%9 _�
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. �: ' (�
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD Ex Y
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,�-
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 'CIVIV- _
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED t
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. ' OF('
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. y jr 4,
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 1 • ! '
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. u
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED_ THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN,
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF,ZERO. `
DESIGN CONSIDERATIONS: • DESIGN LOADS: -
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.. • ' 11. RESIDENTIAL APPLICATIONS' CBC &IBC CHAPTER 16, IBC APPENDIX CHAPTER I_
• w
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. AND IRC APPENDIX H.' -
17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. + r
ASCE/SEI 7, SECTION 6.5.7.1: . 1
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT. '
,OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. - (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF -THIS REPORT).
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR - r
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,` 100 MILES PER HOUR, EXPOSURES B AND C.
FT), SHALL NOT BE LESS THAN ONE (1). 110 MILES PER HOUR, EXPOSURES B AND C.
MATERIAL SPECIFICATIONS: + * SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
'.22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED.FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED 4 3
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 &.1605.3.2. .
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING i
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). a
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 ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT. _
ASTM A653, GRADE 40. --
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SNOW LOADS: •GROUND: 30 POUNDS PER SQUARE FOOT.
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS: WOOD AND LAG SCREWS ARE
i REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. " ROOF: SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT). ,
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ ( ,
STAINLESS STEEL ( ICC -ES ESR-1917.FOR CONCRETE OR ICC -ES ESR -1385 FOR MASONRY) OR APPROVED EQUAL. + -
28. ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH H ICC -ES ESR 1976 WIND LOADS: 90 MILES PER H
00 MILES PER HOEXPOSURES
HOUR, BAND C.
OR APPROVED EQUAL. 110 MILES PER HOUR, EXPOSURES BAND. C.
' 30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH - r'
RESIDENTIAL PATIO COVERS ONLY. ` SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.,
32, SOIL ANCHORS SHALL BE LISTED ,IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
IVU I CJ: CALL 1 1-11VI1-VINCIN
1 J hr -kc LIN 1 1-111 l 1/91 V VLI-,u
DRAWN BY: K.K.
LL vl•,�wv v + ," 1-- „
TOM. CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
10, 20 & 30 psf
PATIO COVER SYSTEM INC.MFG. BY:
DURALUM PRODUCTS, IN • .
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES -
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 1 OF 30
SCALE: NONE
- RANCHO CUCAMONGA. CA (951) 741-2107
pn 1nn&��n MPH
Ipta� aFz7n91 cax ena-tR+P c=mann„+nl„m +•..m
REVISED BY: K.K. & D P
64
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL
SEE DETAIL
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
FOOTING WHERE REQUIRED -,/
SEE SCHEDULE FOR FOOTING CUBE SIZE
TYPE "A" ATTACHED SII
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
0.
"O.H." NOT TO EXCEED 25
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SCHEDULE L<
SOLID PANEL TYPES
�ENcr
H
~ PROUECT pN � ENCS fy RI ES
AN
OSED
POST ANDA END BAYS
NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTH
COMPONTENT UNLESS OTHE
ENG7 / OF p 3
srRUCrURE CIVIL
(MgyNOriz�iBEENCIGSEp) �\
;EE 'PAC/N
SEE DETAIL FOR SPLICE -
SEE SCHEDULE FOR
SCNEDUCES
F
POST SPACIN
x
0
ALTERNATE:
?5 OF OPEANCEED
SINGLE POST
TO CONSTRAIN
0 SPLICE A THIS
SEE SCHEDULE
NOTE
O SPLICE AT THIS
POST
O AT END BAYS.
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25
OF SPAN
ATTACHMENT CHANNEL
SEE DETAILS -�
MIN. 0.25" SLOPE PER FT.
SEE DETAIL FOR SPLICE
SEESr ," C/NG
SO. POSTS, SIZE VARIES CHEOUCES
3 1/2" SLAB ATTACHMENT ALTERNATE:
MAY BE USED WHERE
PERMITTEDSINGLE POST
.
SEE SCHEDULE• SEE SCHEDULE
MAX. HT.= 12'
NOOT
ESING WHERE REQUIRED
J� CHEDULE FOR FOOTING CUBE SIZE
MAY 0 6 1009
r' ATTA/-LJCfI KAI II -rICDA
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS.
"O.H." NOT TO EXCEED 25%
OF SPAN
FOOTING WHERE REQUIRED - /
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE DETAIL FOR SPLICE -
BEAM
1/2 x 9" STEEL ROD
F
SQ, POSTS, SIZE VARIES
x
COMPONTENT UNLESS OTHERWISE SHOWN.
3 1/2" SLAB
MAY BE USED
SEE SCHEDULE
TO CONSTRAIN
0 SPLICE A THIS
FOOTING, SEE
POST
SCHEDULE L[
FOOTING WHERE REQUIRED - /
SEE SCHEDULE FOR FOOTING CUBE SIZE
�'
1/2 x 9" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
DRAWN BY: K.K.
SEE SCHEDULE
TOM CAMPBELL'& ASSOCIATES, INC.
0 SPLICE A THIS
DATE: 5/052009
POST
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
REVISED BY, K K & 0 P
T H
",Vo--- RkO ECT oN F cess TH Fz/ES
ENCCO ED
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POS SPACING
0%NOTr
O
OF SPAN
NOTE. O SPLICE AT THIS
POST AND AT END BAY
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
O.H V'cE VARIES
(Mqy
NOrBEENCCOSED)
3EESCHED
SEEP�STSPACINGDULE R
SES
ALTERNATE:
SINGLE POST
o° OOSA�EXCEED
SEE SCHEDULE
NOTE
0 SPLICE A THIS
POST
D AT END B,�YS.
M
M
FOOTING WHERE REQUIRED _/ W:_
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
LIVE LOAD = PATIO COVER SYSTEWAS MFG. BY:'
SOLID PANEL 10. 20 i 30 psf DURALUM PRODUCTS,.INC.
STRUCTURES HORIZ. `MND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 SHEET 2 OF 30
90:100&110MPH. jfqlmA.,,7_7nqi FAY ena_ute
RAFTER, SEE TABLE
FOR SIZE
AND SPACING'F
MAX. PROD.
SEE SCHEDULE
MAX. O H. �j
2M SPAN o u {'
SEE
OFSTRUCTURE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANYIOTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATI
RAFTER, SEE TABLE X'
FOR SIZE SEE�S
AND SPACING
MAX. O.H.AN D'H /
25% OF SP
HEIGHT
LENGTH OF STRUCTURE VARIES
OPEN LATTICE TYPES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEE MAX. PROD.
SCHEDULE
MAYNOT BE ENCLOSED OR COVERED.
\
RAFTER.TABLE
FOR SIZE
ANDS
AND SPACING /
POST WITH:
PLATES SEE
3 112' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
Z_G
SEE SCHEDULE
` FOOTING' WHERE REQUIRED,
SEE SCHED. FOR FOOTING C Q
NOTE: THIS OPEN LATTICE.TYPE-STR
----MAY.NOT-SE ENCLOSED OR
+A-rr-i c: CTDI.I Iii _RSP
HEIGHT
OF STRUCTURE VARIES
EACH COMPONENT IS INTER-
;EABLE WITH ANY OTHER
9INTENT UNLESS OTHERWISE SHOWN.
s r MAY 0 b 7009
W ~ NO. 3T 'YS MAX. PROJ.
CL SEE SCHEDULE
NOTE: THIS OPEN LATTICE•TY E 5 CT�
MAY NOT BE ENCLOSE ERED.
sj �(� RAFTER, SEE TABLE
v -A_ C10 I \�� AND 5 AC NG
MAX. (
5% OF
HEIGHT
eX/STrryG eO/�OIA/G
POST WITH SIDE-
PLATES SEE TAIL
3 1r2' SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
J SEE SCHEDULE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
n MAY NOT BE ENCLOSED OR COVERED.
>� POST CROSS-SECTI LENGTH OF STRUCTURE VARIES
\ / /
p0
l
SFF
SEE POST DETAI
\`{/ POST CR SS -SECTION(,
POST DET IL
Sp
T,yS�FC/NO
p0
S
SFF
SEE
3 12' SLAB
gB(FC/NO
3 12' SLAB
NOTE: EACH COMPONENT IS INTER-
pos MAY BE USED
TOCCHANGEABLE
SFFT SpVO
MAY BE USED
TO CONSTRAIN
WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
l FOOTTIING EIE
�<F /�G SCHEDULE NOTE: EACH COMPONENT IS INTER-
POST FOOTING, SEE
SFFT I SCHEDULE
CHANGEABLE
WITH ANY OTHER
c
q/NG l
0�F
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN.
4
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE I
TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
OPEN LATTICE
LIVE LOAD -
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90.100 8 110 MPH
rR1R1 a57_7M1 FAx dm.t51R cnloGiflr4,ral�n^ ^^+
REVISED BY: K K. R 0 P.
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.25" .67" = AB E B W 35 .40" %Q� -
-I I— ao-- 40".
2.46" 1.70„ I 6
40 4
�s s � ~., No. 37948
1.48" .40' I .40 .40'
3.00" — 4.50" -- 4.50" - .4.50"-- 4.50" — 3.00" Exp, 3 3
24.00" -
•�
ALUM. ALLOY 3004-H36 OR EQUAL C)V(
l
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
4.018
11' 0"
10'-0"
10,_0"
9,41
9'-7"'
8'-8"
�c�a� eR7_7m� cax an:+-uiP �Aia�nd��rol,,,,, �.,",
024
12'-10';
11'-7"
11'-7"
10'-4„
11'-0"
10'-0"
032
14'-9"
13'-4"
13'-4".
12'-0"
12'-10"
11'-7"
040
21'-6",
21,_6„
21,_6„
21,_6„
21,_6"
21,_6„
20
.018
9,_6„
9,_6„
9,_6„
9,_6„
9,_6„
9,_6„
.024
10'_7,
10'-7"
10,_7"
10,_4„
10'_7,
101-01,
.032
111_8"
11'-8"
11 _8"
11 _8„
11'_8"
11'_7
.040
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
s
30
.018
7._9„
7'-9"
7,_9„
7,_9,.
7,_9„
7,_9„
.024
9'-0'
9'-0"
9'-0"
9'-0"
12'-7"
12'-7"
.032
10'-2"
10'-2"
10'-2"
10'-2"
10'-2"
10'_2„
.040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
90/100/110 MPH
s°
1.12s••
M '7525..
EXPOSURE B & C
ALUM. ALLOY 3004-H36 OR EQUAL
12" x 3 1/2" W PANEL
L.L.=PANEL"T'
(PSF)
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
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"
�c�a� eR7_7m� cax an:+-uiP �Aia�nd��rol,,,,, �.,",
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
21'-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,_8„
13,_8„
032
15'-10"
15'-10"
15-10"
15'-10"
15-10"
15'-10"
.040
17'-9"
17'-9"
17'-9"
17'-9"
17'-9"
17'.9"
30
.020
11'-5"
11'-5"
11'-5"
11'-5"
111'-5"
11'-5"
.024
12'-7"
12'-7"
12'-7"
12'-7"
12'-7"
12'-7"
.032
14'-6"
14'-6"
14'-6"
14'-6"
14'-6"
•14'-6"
.040
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
16'-3"
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
10, 20 8 30 psf
PATIO COVER SYSTEM INC.MFG: BY:
DURALUM PRODUCTS, IN
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
W1.10 =
8269 ALPINE AVE., SACRAMENTO, CA 95826
•
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
90. 100 & 1.10 MPH
90. 100
�c�a� eR7_7m� cax an:+-uiP �Aia�nd��rol,,,,, �.,",
SHEET 4 OF 30
REVISED BY: K.K. 9 D.P.
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.77" .09R. (I.S.) 67"
m .25" .77.. .09R. (I.S.) .67,.
FAN BEAM
N ALL UNMARKED RADII .06R- m .25"
2 5" v N ALL UNMARKED RADII .06R
45 2.5"T=SEE TABLE BELOW v
TYP 38" 45' N
I I �c l I HEADER TYP.^38" ^ L
ALUM. ALLOY 3004-1-136 OR EQUAL
8"x2 1/2" FLAT PAN
L.L.=
(PSF)
"T'
(IN.)
90,100.&l 10
MPH SPAN
EXP.B & EXP.Q
10
.018
30#
.020
13'-4"
cyl
.024
14'-2"
.032
16'-4"
.040
18'-4"
20
.020
10'-11"
.024
11'-6"
.032
13'-4"
.040
15'-0"
30
.020
9'-5"
.024
10'-0"
.032
11'-7"
.040
12'-11"
CEILING FAN AND/
OR LIGHT FIXTURE
( MAX. 30 Ibs. )
EXIST. WALL
ALUM. ALLOY 3004-1-136 OR EQUAL
ALLOWABLE SPANS
L.L.—IT'
(PSF)
2" x 3" FAN BEAM
10#
21'-6"
20#
17'-9"
30#
16'-3"
EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6
ATTACHMENT AT HANGER CHANNEL
5H13EE SCHED.FAN BEAM
NNEL
3"
FAN BEAM
\ #12 S.M.S. SCREW \
#12 S.M.S. SCREW AT HANGER CHANNEL
FAN BEAM
ATTACHMENT AT HEADER
FAN BEAM\
c c
3"
).042"x3"x8" HEADER \012 x 3 1/2" S.M.S. SCREW
AT HEADER
6"x2 1/2" FLAT PAN
L.L.—IT'
(PSF)
(I N.)
90,100 &110
MPH SPAN
EXP.B & EXP.0
10
.018
13'-6"
.020
14'-3"
024
15'-7"
.032
.040
20'-2"
20
.020
1 V-3"
.024
12'-10"
.032
14'-10"
040
16'-4"
30
.020
10'-9"
.024
11'-9"
.032
13'-8"
.040
15'-2"
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
&
10, 20 & 30 Ps
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
FAN BEAM
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
30
REVISED BY: K,K. & D.P.
70. 90 & 110 MPH
Ig1R1 dF7.7f171 FAX AM-1.1,1P<aia<nn,�rai,�„TSH7EETOF
PANEL FASTENERS 90/100/110 MPH
e� U u C,1AY c0�
m
za" 1
� ~ No. 17948 r �
24" TRI -'V" PAN Exp.j %
L.L.= PSF 90- MPH 100- MPH 110- MPH Sl C10, �P
0
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.
30 #14 S.M.S. #14 S.M.S. #14 S.M.S.
EXPOSURE B & C
+ . i
IL X J I/4 vv FP11vL-L- +,
L.L.= PSF 90- MPH 100- MPH 110- 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.
30 L #14 S.M.S. #14 S.M.S. #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
"
0••
L.L.= PSF
90- MPH
100- MPH
110 -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.
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
611/ 8"x2 1/2" FLAT PAN W/(2) -V'S
COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
10, 20 & 30 psr
DURALUM PRODUCTS, INC.
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL FASTENERS
HORIZ.WIND=
IPATIO
8269 ALPINE AVE.. SACRAMENTO, CA 95826
SHEET 6 OF 30 '
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90, loo '.&J10MPH
1Q1A1 dF7-7(I71 Fd% dal-1.10W—los(nlr4rtaLim mm
REVISED BV' K K R O.P-
_
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
.6.5,1. 71
^ ^( A
{ I ��jj 6.5"
I1A�--6"0-1`Jl�,,/ O I�MAX.� 2" If
fes/ ,
024"
1 —� 032" / � 024"
032„
ALUM. ALLOY 3004-H36
ORH EQUAL '1LI I Ido. 379481
\ic
\ ,Exp. 3 _L
\\� 1 ALUM. ALLOY 3004-H36
SEE NOTE BELOW /S C )L OR EQUAL
m DBL. 2 x 6 1/2" RAFTER
2 x 6 1/2" RAFTER -' � � �
@ $, 90, 100 & 110 MRH m c� 90, 100 & 110 MPH
L.L.= ��IN
(PS'F) (N.) w o EXPOSURE B & C�
_(PS F) N o EXPOSURE B & C
16"14,_11"
024 16 21.1'
l02-4
1 24 12'-2" 10
16" 20'_1 .032 16" 28'_6„
X10 .032 2
t� 24" 16,_5„ 4^ 23'-3"
042 16" 24'-10" .024 16..15'-3"
24" 20'_3'. 20 24" 12,_5"
16" 10'_10'. 16" 20,_71,
.024 .032
24" 8'-10" 24" 16,_10"
16" 14'_7. 16" 13,_9"
20 .032.024
24" 11'_11' 30 24" 11'_2"
16" 181_0" 161. 18'_6.,
042 .032 ^A
15'-1"
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
24 14-8
16" 9'-8"
CLEAR SPAN
(FT.)
0. H.
.024
11 12
13 14 15
.042"
24" 7'-11"
3 4 4 5 5
6 6
16" 13,_1„
30
.032
24" 10,_8„
OR EQUAL
8 8 9
16" 18,_2„
2'
.042
8 8
SEE NOTE BELOW
10 11 11 12 12 13
24" 13'-2"
90/100/110 MPH EXPOSURE B & C
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
0. H.
6 7 8 9 10
11 12
13 14 15
.042"
0
3 4 4 5 5
6 6
ALUM. ALLOY 3004-1136
8 9 9 10 10 11
1'
4 5 5 6 6
OR EQUAL
8 8 9
9 10 10 11 11 12
2'
5 6 6 7 7
8 8
SEE NOTE BELOW
10 11 11 12 12 13
3'
o>
3 x 8" RAFTER
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10
L.L.= "T'
°�
90 & 100 MPH 110 MPH
— — — — —
(PSF) (IN.)
N o
EXP. B&C EXP. B EXP.0
16"
28'-5"
28,_5,
27,-8„
.042
24"
23'_2„
23,_2'.
22.6
10
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
20 I .042 24„ 16'_9" 16,_9„ 16-9"
30 I .042 I 24" 15--l" 1 15.6' 15._6,.
PROJECTION
SPAN
O.H.
zz
n
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +0.H. -_
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
0. H.
6 7 8 9 10
11 12
13 14 15
16 17 18 19 20 21
0
3 4 4 5 5
6 6
7 7 8
8 9 9 10 10 11
1'
4 5 5 6 6
7 7
8 8 9
9 10 10 11 11 12
2'
5 6 6 7 7
8 8
9 9 10
10 11 11 12 12 13
3'
— 7 7 8 8
9 9
10 10 11
11 12 12 13 13 14
4'
— — — 9 9
10 10
11 11 12
12 13 13 14 14 15
5'
— — — — —
11 11
12 12 13
13 14 14 15 15 16
20 I .042 24„ 16'_9" 16,_9„ 16-9"
30 I .042 I 24" 15--l" 1 15.6' 15._6,.
PROJECTION
SPAN
O.H.
zz
n
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +0.H. -_
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
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
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
,
RAFTER SPANS
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
SHEET 7 OF 30
REVISED BY' K K & 0 P
90. 100 & 110 MPH
/OtAI dF7-7(171 FAX 1!111510 caloJnlrl„ralnm mm
HANGER CHANNELS AND MOUNTING BRACKETS
1.50"
ALUM. 3004-H36 .06 "
1.50" 202„
t= D.D4' .010"X9D" DIA. #14 SMS @PANEL T=.060" -
LOCKS OR #8 SMS 04
AT EA. CONTACT WALL FASTENERS
3„ 281" PO 5„ SEE TABLE
CONTINUOUS A- RAIL
ALUM.ALLOY ROOF PANEL (WHERE OCCURS)
6063-T6 ALUM.ALLOY
6063-T6
.060" l 1 X AL 6063-T OY
O #14 SMS @ EA. CONTACT w 6063-T6
EXTRUDED HANGER CHANNEL WALL CONNECTION O I.R. HANGER C
WALL FASTENERS
SEE TABLE
.25"R
2,740"
o WALL
FASTENERS
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET.
ALUM. PANEL 2x OR /
3x ALUM. RAFTER �
FASCIA BOARD'
ALLOWABLE PROJ.
SEE TABLE BELOW
of of .56
EXIST. EAVES, RAFTER
EXISTING EAVE�_�,T
EXISTING EAVE CONNECTION l 2
:W (SEE NOTE BELOW)
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
DESCRIPTION OF LAG SCR
TOM CAMPBELL &ASSOCIATES, INC.
A=3/8" 0 x 1 1/2" @ 12" O.C.
wo
6=3/8" 0 x 1 1/2" @ 8" O.C.
w¢uJ
C=7/16"O x 1 1/2" @ 10" O.C.
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
D=7/16"O x 1 1/2" @ 12" O.C.
WIND
DESIGN
AT 2x FASCIA
W/ SIMPSON A35
OVERHANG (L)
ATWOODSTUD
16" O.C.
LL=20
AT MASONRY (SOLID -GROUTED
CELL AT FASTENER) OR CONC.
ATTACHMENTS
LL=10 LL=20
LL=30
LL=10 LL=20
LL=30
LL=10
LL=20 LL=30
90
100
110
A Bor
BorC BorD
D BorD
BorD
BorD
BorD
E E
E E
E E
E
E
E
J
J
J
J K
J K
J K
:W (SEE NOTE BELOW)
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
DESCRIPTION OF LAG SCR
TOM CAMPBELL &ASSOCIATES, INC.
A=3/8" 0 x 1 1/2" @ 12" O.C.
wo
6=3/8" 0 x 1 1/2" @ 8" O.C.
w¢uJ
C=7/16"O x 1 1/2" @ 10" O.C.
cnNa
D=7/16"O x 1 1/2" @ 12" O.C.
LLFnr
E=3/8" 0 x 4" @ EACH STUD
OVERHANG (L)
F=7/16" 0 x 4" @ EACH STUD
:W (SEE NOTE BELOW)
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
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"0x5" 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
4 SMS EA. SIDE
!1#14 -SMS EA. SID
_ 3/4' OR 1 1/2"
t 2" x 6
5" MIN. 3" x 8" ALUM.
RAFTER
I
/4_OR 1
\ EXISTING WOOD STUD FRAMING
2 EWCH 1/4"0 x 3-1/2" LAG SCREWS L.L.=1
2 EACH 16"0 x 3-1/2" LAG SCREWS L.L.=
(2" MIN,P6NETRATION INTO 00
.p
APPROVED 3" OR 4" jV
INSUL. ROOF PANEL o
#14 SMS TSB
AT 12" O.C.
,AY 0 6 1009 v /
E 3/16"
8„ 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
B' O PROTECTION, METAL FLASHING
O
WO
JOINTS AND SLOPE
O I TO DRAIN
QTY—PIC—AL—BRA—CKEETT AT EVERY 2x
1/4"
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVE LENI
\�I 2x6 OR 2x8 LEDGER
AFTER
112" W.S. )-#14x1 3l4"
PATIO COVER
gFTER TO` I -'�-
CONNECATION `O3 NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION e BELOWRAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
ALLOWABLE DECK / RAFTER SPAN
EXIST. RAFTER
PATIO COVER STEM AS MFG. BY:
SY
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
ATTACHMENTS
90. 100 & 110 MPH
V-6"
16,_8„
13,_10„
9,_3„
2., x 4„
FULL OR
16" O.C.
2,_0„
11'_8"
8'-8"
5'-10"
1, 6„
101_81,
B'-3"
5,_6„
2" X 4„
FULL
24" O.C.
.,
" 0
7'-0 "
4'-6"
3,_0„
2"x6" FULL OR
24" O.C.
2'-0"
17-6
14,_0„
91_61,
2"x8" NOTCHED
2"x8" FULL
24" O.C.
2'-0"
29,_3„
25,_0„
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"0x5" 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
4 SMS EA. SIDE
!1#14 -SMS EA. SID
_ 3/4' OR 1 1/2"
t 2" x 6
5" MIN. 3" x 8" ALUM.
RAFTER
I
/4_OR 1
\ EXISTING WOOD STUD FRAMING
2 EWCH 1/4"0 x 3-1/2" LAG SCREWS L.L.=1
2 EACH 16"0 x 3-1/2" LAG SCREWS L.L.=
(2" MIN,P6NETRATION INTO 00
.p
APPROVED 3" OR 4" jV
INSUL. ROOF PANEL o
#14 SMS TSB
AT 12" O.C.
,AY 0 6 1009 v /
E 3/16"
8„ 0 STEEL
0 1/4"0 HOLES,TYP.
0 NOTE: PROVIDE WATER
B' O PROTECTION, METAL FLASHING
O
WO
JOINTS AND SLOPE
O I TO DRAIN
QTY—PIC—AL—BRA—CKEETT AT EVERY 2x
1/4"
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
EAVE LENI
\�I 2x6 OR 2x8 LEDGER
AFTER
112" W.S. )-#14x1 3l4"
PATIO COVER
gFTER TO` I -'�-
CONNECATION `O3 NOTE: PLACE "SIKA FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION e BELOWRAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD =
10, 20 & 30 psf
PATIO COVER STEM AS MFG. BY:
SY
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
HORIZ. WAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
90. 100 & 110 MPH
fAiRl Hamm, PAY Ana -15051 calx.c�lrlur=lum rnm
REVISED BY, K K & D P
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
T-2
3.00" SO. CSQ. II3.00" SQ. I� o 8
"
3.00"SQ. .024" #10, SMS G 3
032" @24O.C, o -3"SQ.xt=.250'
IDE I
LIM
075"
6.5" O y_ ` NK
=4"SQ.xt=.1883 ALUM.
3� 14"R ,040" ALUM. =5"SO.xt=.188"
` TYP. 048"STEEL
032" O O 3.0".4
O5/8" PLASTIC PLUG 28 F E
3" SQ. ALUM. POST 3'=SQ. ALUM. POST 3 A M. T MAG POST SQUARE
—WITH °SFDE=PLATES, D AL M. ALL 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 MALUM. -ALU 1 3„ SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
ASTM A653GRADE
ALUM. ALLOY -00" OR 2, ••
6063-T5 2.40" � � -TI-- � -I+-
�'\375 (Z7116"OJHOLE .56.. 2FLANGES
�
0 7,5
z.s•• 2 1/8" APART
0 k1 ASTM GRADE 36 STEEL 1 • i 25" I
ALUM. ALLOY
6063-T5
"H" BRACKET
1.60"
1.50
I STALL WASH. PLATE 090" TY
1% x 5/16" x 5Y2' WHEN USING
IN'1 TO MPH WIND AREA
:� 090" BRACKET FOR 3" POSTS
3 -3/8" LAC'8CREWS OR
;-1/4" LAG SCREWS
2.5" PENE. INTO EA. STUD)
J
- —o
�4j14
x
lJ/ --o
3" x 8" ALUM. RAFT. BRACKET �
3" x 8" ALUM. HEADER
HEADER BRACKET
.157'_
TYP-
USE FOR 3"
POST ONLY
Ck 2- 5/16"0
MAY 0 6 7.009
STEEL "T" BRACKET
BASE FLARES
TO WVVIDE EA.
SIDE OF FLANGES
(11-7/16"0 HOLE
& 2-318" HOLES
TYP. A. SIDE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2D09
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10. 20 8 30 psl
OURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA• CA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE.. SACRAMENTO. CA 95826
REVISED BV K K 8 n P
90. 100 & 110 MPH
IA�61 45�.7n71 FeX dM.1F7Q �ala�nn,,.�l,,.., �
SHEET 9 OF 30
COLUMN / POST TYPES
& SURFACE MOUNT AND EMBEDMENT DETAILS
LIVE LOAD =
PATIO COVER SYSTEM AS;MFG. BY:
ALUM."T"BRACKET USE WITH
POST TYPE B.C,D, OR E.
STEEL POST ONLY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
"T" BRACKET
10, 20 8 30 psf
STEEL.T"BRACKET USE WITH
USE POST TYPE
I � F, G. H, J OR K
(3)-518"0 BOLTS "
FOR POST TYPE J
SCALE: NONE
3' Q. POST W/
3" SQ. POST
POST TYPE B,C,D.E,F,G,H.J OR K.
ALUM.'T"BRACKET:
I
I
i
_
3"SQ. POST (2)-#12 SMS EA.
SIDE OF POST OR
REVISED BY: K K R D P
USE ((2 -3/8"0 HILTI
KWIK MOLTS OR EQUAL
I
I
I
415"
(2)-1/2"0 BOLTS 16" INSERT
I�
1/4' M.B. THROUGH
STEEL. T18-0 H LET:
HILTI KW K
USE (2)OR
1/2 DEPTH OF I I
I I
FOOTING ORX
I
FOR ALL OTHER .188"
CONDITIONS 45"
POST
SEE NOTES BELOW
BOLTs OR EQUAL
E
12"MIN. EMBD. I I
ASTM A3-
(2)-3/8"0 HILTI "KWIK"
(2" MIN. EMBEDMENT DEPTH M
:: I
STEEL
BOLTS, OR EQUAL, EACHAT
FOR KWIK BOLTS
:: I i :••.,
T_O.C_
BRACKET TO SLAB.
t: I •�
"S .BASE PLT.11
MINIMUM DISTANCE TO
EDGE OF SLAB 2-1/2"
d
w
LL
ASTM A572 STEEL
.=
a
w o
w
DEPTH a
_
3/16"
SLAB SHALL BE IN
c POURED CONCRETE
:.. ..
GOOD CONDITION
FOOTING SEE NOTE
4.
w
- -
3" S0. POST (STL.) ,
OR FLUTED
��ALL 3 1/2" MIN.
FOR SIZE
SEE FOOTIN
`
x9�' LONG, P•
OR 4" SO. POST (STL.)
SCHEDULE QUAR
FROM SQE'FTGS,
INSERT I
OF POST SCHED.
PL.5/8'THK.-
SLAB_ O7
SQ. POSTS TO
CONC. FOOTING 8O
SQUARE POST EMBED. O
INTO FOOTING
_EXISTING
-
_3"
11/2"1 6^ 1 1/2"
WELDED STEEL BASE PLATE D
ATTACHED
ATTACHED
NOTES:
BASE PLATE SCHEDULE
ONLY
ALTERNATE
FTG.
FOOTING & ANCHOR BOLTSPLATE
"T'
SIZE MAYBE USED WITH POST TYPE, SEE SHT.8
1. DO NOT USE ALUM.
9" SO. x 5/8" B. C. D. F. G. & H'
BRACKET WITH 3X0 BM. '
'
CUBE SIZE
- SQ. 1B" DEEP ' CUBE FTG.
FOOTING SIZE SINGLE POSTS
EMBED.
W/INSERT, MAG. BEAM, 4" OR
• BOLTS
7" I -BEAMS.
18"
18" SQ. 12"
-
20" 21" SQ. 12"
23" 8 24" CUBE (2)-1/2"0 3 1/4"
2. POST TYPE E
INSTALL WASHER PLATE, 2" X .
22"
25" SQ. 16"
25" - 30" CUBE (4)-1/2"0
3 1/4"
X" X 0'-5�" AT STEEL "T'
24"
28" SQ. 20"
(;RACKET.
FREESTANDING
26" 32" SQ. 23"
31"•-34"CUBE (4)-5/80 4"
P,`IAY 0 6 7009
3. POST TYPE F
'T'
BASE 'PLATE -ANCHOR
28"
35" SO. 25"
DO NOT USE STEEL
28"
35"- 39" CUBE
4 3/4"
BRACKET W/7" I -BEAM.
BASE PLATE
ANCHOR BOLTS (SIZE & TYPE)
30"
32"
39" SQ.
30"
r (4)-3/4"O
�+
?w;'fEt7�,O
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
34"
43" SQ.
47" SQ. 32"
40" . 42" CUBE 4 3/4"
:�Jif C'4.
/gi�
9"x9 -,x 5/8"
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4" EMBEDMENT DEPTH) '
NOTES: BOLTS SHALL BE HILTI KWIK BOLT
TZ STAINLESS STEEL
36"
51" SQ. 34„
I.C.C. EVALUATION SERVICE INC., ESR -1917
OR EQUAL.
fi•� '� e�
38" 55" SQ. 37"C77
r
r '.
40"
39"
uj NO. 37948
60" SQ.
P31
ar'
sa° SQ. ar'
44"
69" SQ. 43"
G+N'
' CUBE FOOTING Wl3 1/2" SLAB
r -
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
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
COLUMN
SURFACE MOUNT
10, 20 8 30 psf
DURALUM PRODUCTS, INC.'..
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND EMBEDMENT
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K R D P
. -
= 90. 100-8 110. MPH
/P1R1dFA7n71 Fnx en'1.1A4i ealeerlr4iminm _rn
SHFFT 10 nF 30
HEADER BEAM TYPES . & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.100"NSQ.
2.00" SPLICE WHERE �� •0�'f I
1.79'. OCCURS SPLICE WHERE SPLICE WHERE
- � OCCURS OCCURS
U, 4.6- .075-
`° 73„ 2.57" 4.6" I TYP. 14 R
2.19" 2.04- _ TYP. 048'
2.08„ 2.04" .065" TYR
TYP.
�– TYP. I
2.93"
4.0000" 3.0"
z.7" ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O O E
6.5" ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3" SQ. STEEL,BEAM
r I 2,. 6.5., T' 2 6.5"
'I MAX.
7
.04
SPLICE
WHERE 4" SPLICE WHERE '024" 8.0"
OCCURS 070„ OCCURS — �— .032" i 032„
TYP 042„
110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY ORE QUAL
6063-T6 6063-T6 J J
4" 1 -BEAM O 7' 'I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM /K
3+x 8 BEAM
3.0"
1.25" , ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
3„ 6.. 6
rMAX' 3 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
I � .042" WAY 0 6 711
g .042" T= 14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
7.875 ASTM A653 GRADE 50
L JJL %
a
ALUM. ALLOY 3004-H36 1 ALUM. ALLOY 3004-H36 I I 625 W� ~ No. 3 948 r
OR EQUAL O OR EQUAL CD
O---I 2.875" �� N EX 1
3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
O P
STEEL INSERT CIVit P
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
6269 ALPINE AVE.. SACRAMENTO, CA 95626
SHEET 11 OF 30
REVISED BY: K.K. & D.P.
90. 100 & 110 MPH
[P1A1 A57-7mi FAY df11-151Q —1—n d—h—n,
SPLICE DETAILS BEAM TO POST DETAILS 12.
r FULL MOMENT
SIMPLE SPLICE ..
" 9„ 24„
PTYP."THIC'�
V.% ., „ ., 81. .y
3.. + 1 (2)#10 SMS.@ EA.
VALLEY,'
' ' •#10 S.M.S. r _ .Y- _ II , 2 , r - -
#1 S.M(8 TOT. TYP. THIC9iNESS = .035 t (za TOTNEISS =..035" YsE
- •6.38"
II + K a ..
} + tt , t t II t.t tt .. f o
ALUM. ALLOY3004-H36 ALUM. ALLOY 3004 H36 + ,
OR 6063-T5 FOR'EXTRUDFE) OR 6063-T5 FOR EXTRUDED .. ---
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR NOTCH I -BEAM FLANGE ,
IN ALTERNATE INTERIOR BAYS r AT ANY LOCATION EXCEPT AT END BAYS I I AS NEEDED TO CLEAR
SPLICES- ROLLFORMED &'EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONNECTWEB
(6061 -TB) ALTERNATE` I I TO POST W/(2)-112"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. L. C -BEAM THRU-BOLTS
_ _
. ....................._..... 1 ,�+� «
TOTAL= (8)-1/2"0 BOLTS ` I'`�IF 1
O � LO.
oE�h7j SQ O T ,
1.00„ , pN�
0 �--� o o / g1. Cq� �. BEAM TO POST CONN. y
2.00''
SPLICE WHERE 4" r '1 p �^ m ..
- OCCURS ' - W NO. ! 948 m !� _
r _ —.070" o + 0 ♦ "
TYP. `P.
........................................._................. _._...... +
.. - -. ..................._.......... CI "1� #12 METAL BACKED,
NEOPRENE WASHERED
J ALUM. ALLOY TEK SCREWS @ 8"O.C.
6063-T6 6 , o AX. STAGGER IN BEAM
FLANGE
4" I -BEAM 3'-0" ROOF PANEL — — — — — — —
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
4"
I...........................................................
1-
...........................M.B.t (4) 1/4"0 M BEAM
4"x3" ALUM. "I" BM: OR TO BRACKET
"1:25„ + 7..x4" ALUM:.. L' BM. - -
O O O 0
At I
" I 2- 3/8"0 M.B. THRU STL: "T'
SPLICE WHERE4 5u BRACKET TO POST.
OCCURS ..
I I 11
TYP.
a ` p O POST, SEE SCHEDULE y
ALTERNATE BEAM TO POST CONN.
.................................
ALUM. ALLOY ,) 6,. ,
,T I -BEAM _ - MOMENT C -SPLICE '
11,
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM -CAMPBELL & ASSOCIATES. INC.
BEAM
LIVE LOAD =
DURALUM PRODUCTS, INC. -
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
• SPLICE DETAILS
10. 208 30 psl
HORI2. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 {
•�
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 74.1-2107
90. 100&•1.10,MPH -
�a1a� e57-7n?l Fox, dllfi-]F1P cal?elnldi ugl�im nnm
SHEET•12 OF 30
REVISED BY: K K ROP
11,
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD )
2414 x 1/2" S.M.S. EACH SIDE OF 3"
SQ. POST ( .-TOTAL
ALTERNATE: 1/4"0 OLT W! WASHER
EA. SIDE OF 3" SO. POST
.5 "
r + 1.10•'
O
I
+ y 1.50•• I
L_
II3" SO. POST
2.39-
2414 x 12" S.M.S. EACH SIDE OF 3"
SO. POST(4•TOTAL)
ALTERNATE: 1/4"0 OLT W/ WASHER
EA. SIDE OF 3" SO. POST I 3" A3" ALUM. OR
STEEL POST
14
H - BRACKET TO POST
13 ALUM. ALLOY 3003-H24 ALUM. ALLOY 3003-H2`4\
1 11
28" Y 2" 28" 2"
018' 018'
p1
2"x3" LATTICE TUBE 1 -1/2! -SQ -ORS
BEAM TO POST CONNECTION DETAILS
3" x 8" x.042" BEAM,
MAGOBEAM STEEL OR
#14 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
(4)-#14 SDS @ EA. SIDE FASCIA /
TOP & BOTT. TOT.=16 #14 S.M.S. @12"O.C.
6 1/2"x2"x
.024"RAFTER
I 3.00"0" 3" SO. POST
OR .24
GUTTER FASCIA
MAG BEAM 3" SO. POST
3"SQ. STL. BEAM
x 2 "SMS, 2 1/2
OR 3 1/2", TYP.
_ 1 1/2" OR 2" SO. OR 2"x3" LATTICE
@ 3"O.C. MIN. UP TO 7-O.C. MAX.
RAFTER
tLATT—IC SETT UBE TO RAFTER
17
/2"
2)-#14 S.M.S. EA. SIDE (4) -TOT.
#14 S.M.S. TOP & BOTT. (2) -TOT.
1 1/4"
t�4-- 6 1/2„
ALUM. BRACKET X
mm
RAFTER "TAIL" TO GUTTER 15
c
t = .U4U" (0). OUD.S-1 O
t = .040" 3004-H36 ALU
/f "'BRACKET
) - #14 x 3/4" TEK SCREWS
TO RAFTER
r
P2 11/2" MIN.
0
u 1 0 O
0 C
� Z r- 2
L p— NO. 179
4 8� r m
\5bY Exp�`t''"r/,
(4
)�,,#14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCRE
BRACKET TO BEAM
��U"sBRACKET,�RAFTER TO BEAM ,018
DRAWN BY:
'� TOM C PMA BELL 8 ASSOCIATES, INC.
BF1�M O P057
LIVE LOAD =
PATIO COVER SYSTEM AS MFG.,BY'." '
DURALUM PRODUCTS, INC.
DATE: 5/0520D9
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
10, 20 & 30 pst
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 13 OF 30
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100 & 110 MPH
141F\ E57.7n71 FAY An'L151C calo
REVISED BY; K K & D P
DOUBLE RAFTER
CONNECTION DETAILS
1 1/2" OR 2"LATTICE
#8 S.M.S.'
ALTERNATE 1/2"
DOUBLE RAFTER -
BOLT CONNECTIO
PLAN 2
PATIO COVER SYSTEM AS MFG. BY:
ALTERNATE:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE 10, 20 & 30 psf
CONNECTIONS HORIZ. WIND=
4414 S.M.S. EACH
LSHEET
'
-
RAFTER TO COL.
90. 100'&.110 MPH
ret1;1 es7-7no1 pnx ani-1RtP caleelnlrinrah�m rn
--
CONNECT. (8 -TOT.)
1'•
o—T-----
4.5" 0 6"
V,
3"x 3"STL.POST (24")
I o
I
ALTERNATE :
INSERT ATTACHED OR(2)-2x6.5"
I
I
OR
3"x 3"STL.POST COLUMN
(2)-3"x8"HEADER
FOR FREESTANDING
_ (2)-112"BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
LATTICE BEAM TO POST CONNECTION
BEAM SPLICE TO',�
✓ OCCUR DIRECTLY OVER5/8!40 PLASTIC
POST. NOT PERMITTED PLU- G HERE
(aD6 SCREWS I @ 2 -POST UNITS SCREWW IS INSI
PER SIDE I #14 SMS MAY
5" 5" BE USE AS
3.5" 3.5" ALTERNATE TO
1/4"0 BOLTS �>--
8" BEAM
❑1 OR ❑2 1 I 17
3 #14 SMS EA. I r
�ID,E I I 6 1/2" SIDEPLATE EA.
#1-4SMS EA. SIDE I i SIDE SEE POST SCH�
TOP -MI DYHEIGHT,
AND BOTTOM.
,.._ •,.3 SQ.. POS_T.BETWEEN"SIDE_PLATES
3" SQ. x .032" + (2)-2" x 6 1/2" x.024" ' 3" SQ. x .032" + (2)-2" x 6 1/2" x.032
1 I W/ (6)-#14 S.M.S. EACH SIDE. ❑2 W/ (6)-#14 S.M.S. EACH SIDE.
�U.SE_O.N_C-ONC:-SL-AB-ONLY USE ON CONC. SLAB OR FOOTING
•EXIST.
SHEATHING
!10 I ll 6 LU4
J �
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
2"x6" LEDGER (NEW OR EXIST.)
(2) 3/8" LAG SCREW
EXIST.
1' 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: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE 10, 20 & 30 psf
CONNECTIONS HORIZ. WIND=
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
LSHEET
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
90. 100'&.110 MPH
ret1;1 es7-7no1 pnx ani-1RtP caleelnlrinrah�m rn
14 OF 30
REVISFD BY* K K & D.P
10# L.L.
90 MPH
FREESTANDING & ATTACHED SOLID
PATIOS
12' OR LESS
EXP. B & C
6.5t1
ROLLFORM
4" I -BEAM
4.511 / MAG GUTTER
MAG BEAM
3" SQ, STEEL�BEAM
}
Ir
Q =
ID_ I--
°D0
_
~
SPACINMAX.OG
ON SLAB
SPACPNOGT
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND ATTACHED
MIN. MIN.
FTG. POST FTG. POST
(IN.) TYPE (IN.) TYPE
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
A'1—(ACHED
FTG.
(IN.)
MIN'
POST
TYPE
FTG
(IN)
MIN.
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
FTG
(IN)
MIN.
POS
TYP
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN-)
MIN
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
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
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
5'
13'-7"
12'-4"
32
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
6'
11'-4"
11'-3"
29
F
21
B
13'-10"
32
G
23
B
10'-6"
21
B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
7'
9'-8"
10'-5"
29
G
12'-11"
32
G
24
B
9'-10"
22
tgG
B
9'-4"
29
G
22
B
9'-7"
29
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
B
12'-2"
32
G
24
B
9'-3"
22
B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
9'
7'-7"
9'-2"
29
G
22
B
11'-7"
29
G
24
B
8'-9"
22
B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-0"
29
G
25
B
8'-4"
29 G 2
B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
11'
6'-2"
8'-4"
29
G
23
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
12'
5'-8"
10'-2"
32
H
25
B
nor
32
H
23
B
7'-6"
32
H
25
B
13'
5'-2"
9'-9"
32
H
26
B
f iAI uuc
7'-1"
32
H
24
B
7,-3r,32
H
26
B
14'
4'-10"
32
H
26
B
��
6'-10"
32
H
24
B
7'-0"
32
H
26
B
15'
4'-6"
9'_Y
16' 4'-3"
9'-2"
32
H
26 B
�P
6'-8"
32
H
24
B
6'-10"
32
H
26
B
17' 4'-0..
18' 3'-9"
r
19 T -T'
8'-10"
8'-7"
8'-5"
8'-2"
32
32
38
38
H
H
H
H
27 ' B w
27 B
27 B
27 B
, c• _iR
ExP. 3
I IL
t�Pt
6'-5"
6'-3"
6'-1"
5'-11�
32
32
38
38
H
H
H
H
24
25
25
25
B
B
FB]
B
6'-7"
6-5"
6'-3"
6'-1"
32
32
38
38
H
H
H
H
26
27
27
27
B
B
B
B .
POST F MAX HT.= 8' 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.
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGUR INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURES iOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOL'
POST SPACING T BLE
DATE: 5105/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDIN
SCALE: NONE RANCHO CUCAMONGA, GA (951) 741-2107 AND ATTA^HE
REVISED BY: K.K. 8 D.P. � '
LIVE LOAD=
10, 20 8 30 psf
HORIZ. WIND =
90.100 8 110 MPH
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
rotas es7.7mt FAY Ana-tsto
SHEET 15 OF 30
10#
L.L. 90 MPH FREESTANDING
& ATTACHED
SOLID PATIOS 12' OR LESS EXP. B & C
PATIO COVER SYSTEM AS M
7" I -BEAM
DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
3"x8" BEAM wIINSERT
DURALUM PRODUCTS, INC.
Of
Of
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
AND ATTACHED
OR
OR
8269 ALPINE AVE.. SACRAMENTO, CA 95026
X
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
FREESTAND ATTACHED
F r
p p
O Z m
0_5
1¢—r
Z) 0
m
U
CL Z
SPACING
SPACING
SPACING
FOR DBL.
FOR 3" x 8"
SPACING
m
FTG.
MIN.
FTG
MIN.
FTG.
MIN
FTG
MIN.
FTG.
MIN
FTG
MIN.
FTG. MIN FTG
POST
MIN.
POST
F
cn p
(IN.)
POST
TYPE
(IN
POST
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
2, x 6.5x.032"
BEAM
(IN.)
POST
TYPE
(IN.)
POST
TYPE
(IN.) TYPE (IN.)
TYPE
r
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
B/E
17'-2"
32
G
20
B
12'-1"
12'-2"
32
F
24
B
22'-2"
38 G 24
B
5'
6'
11'-4"
23'-7"
38
G
25
B/E
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
�E
14'-6"
32
G
22
B
10'-3"
10'-3„
29
G
25
B
18'-9"
32 G 25
B/C
7'
8'
8'-6"
20'-5"
38
G
26
B/E
13'-6'
32
G
22
B
9'-7"
9'-7"
29
G
26
B
17'-6"
32 G 26
B/E
g
9'
7'-7"
19'-3"
38
G
27
E/
12'-s"
32
G
22
B
9'-1"
9' 1"
29
G
27
B
16'-6"
32 G 27
B/E
91
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
B/E
10'
11'
6'-2"
17'-5"
32
G
27
E�
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
T-10"
7'-10"
29
G
28
B
14'-4"
32 G 28
B/E
12'
13'
5'-2"
16-0"
32
H
28
E/F
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
Ez
10'-3"
32
H
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
s' -1o"
32
H
24
B
7'-0"
7'-0"
32
H
29
B
12'-10'
32 29
H
B
/E
15'
16'
4'-3"
14'-5"
32
H
29
F
9'-7"
32
H
25
B
6_7
6_9„
32
H
29
B
12'-6"
32 H 29
B/E
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'-01,
32
H
25
B
5'-10"
s' a"
32
H
30
B
11'-8"
32 H 30
B/E
18
19'
3'-7"
13'-3"
38
H
30
F
S.
38
H
25
B
5'-7"
6,_2„
38
H
30
B
11'-4„
38 H 30
B/E
19-
20'
3'-4"
12'-11'
38
H
30
F
8'-7„
38
H
26
B
5'-3„
6'-1„
38
H
30
B
20
^ S 1 Cq
POST F MAX HT.= 8' FREESTANDING ONLY ^ ^000
11AY 0 6 L0009
NOTE: FOOTNOTE: "SAMPLE"E3t✓
FOOTING SHOWN REPRESENTS LENGTH OF UJ (.j�, ;,[�8 m
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B�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 BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS M
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 8 30 sl
P
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
AND ATTACHED
WIND =
8269 ALPINE AVE.. SACRAMENTO, CA 95026
SHEET 16 OF 30
REVISED BY: K, K. 8 D.P.
,
�
90.0. 100 100 8 110 MPH
�a�Fi esu-�m1 vox anon sin ��iPumd��mo�m rnm
F
,_
p
E
F
MAX.COL.
SPACING
ON SLAB
6.511
ROLLFORM
FREESTAND
ATTACHED
FTG.
(IN.)
MAX.POST
SPACING
FREESTAND
POISI
TYPE
ATTACHED
34
FTG.
(IN.)
MIN.
POSTPOST
TYPE
FTG.MIN.
(IN.)
TYPE
13'-3"
30
G
20
B
4'
17'-0"
30
G
21
B
5'
13'-7"11'-10"
B
6'
11'-4"
1 o'-9"
30
G
22
B
7'
9'-8"
lo, -o"
30
G
22
B
9'4"
30
G
23
B
8'
8'-6"
9'
7'-7"
8'-1 o"
30
G
23
B
10'
6'-9"
8'-4"
3024
H
27
B
11'
6'-2"
7'-8"
30
H
24
B
12'
5'-8"
B
8'-6"
8'-3"
34
34
H
H
28
28
13'
5'-2"
39
H
29
B
5-8"
14' 4'-10"
15' 4'-6"
16' 4'-3"
17' 4'-0"
18' 3'-9"
19' 3'-71,
20' 3'-4"
;EESTANDING &A
4" I -BEAM
FREESTAND
FTG. MOST
(IN.) TYPE
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
POISI
TYPE
17'-0"
34
G
22
B
15'-8"
34
G
23
B
14'4"
34
G
24
B
13'-3"
34
G
24
B
12'-5"
34
G
25 1
B
30
34
G
25 1
B
30
30
G
26 1
B
10'-7"
30
H
26
B
10'-1"
30
H
27
B
91_9"
34
H
27
B
9'4"
34
H
27
B
9'-0"
34
H
28
B
6-4"
34
H
28
B
8'-6"
8'-3"
34
34
H
H
28
28
B
B
6 --lo-
39
H
29
B
5-8"
39
H
I 29
B
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
., - r11=QTAnlillnl(_
4.511 / MAG GUTTER
MAX.POST
SPACING
FREESTAND
FTG. MOST
(IN.) TYPE
ATTACHED
G. MOST
(IN.) TYPE
13'4"
34
G
20
B
11'-11"
30
G
21
B
lo, -o,,
30
G
22
B
10'-1"
30
G
22
B
9'-5"
30
G
23
B
8'-10"
30
G
23
B
8'_5°
30
G
24
B
8'-0"
30
H
24
B
PLAY 10 E
0
MAG
BEAM
TOM CAMPBELL &ASSOCIATES, INC.
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIDST
TYPE
FTG.
(IN.)
MOST
TYPE
12'-3"
34 1
G
20
B
11'-4"
30
G
21
B
10'-5"
30
G
22
B
9'-7"
30
G
22
B
9'-0"
30
G
23
B
8'-6"
30
G
23
B
8'-0"
30
G
24
B
7'-8"
30
H
24
B
7'-4"
3o
H
24
B
7'-1"
34
H
25
B
6'-10"
34
H
:' `
B
6-7"
34
H
25
B
6-4"
34
H
25
B
6-2"
6'-0"
34
34
H
H
26
26
B
B
6 --lo-
39
H
26
B
5-8"
1 39
1 H
1 261
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
3" SO. STEEL
BEAM
TOM CAMPBELL &ASSOCIATES, INC.
FREESTAND
ATTACHED
MAX.POST
SPACING
FTG.
POST SPACING TABLE
FREESTANDING
FTG.
MOS
(IN.)
POST
TYPE
(IN.)
TYP
13'-7'
34
G
22
B
'-5
.,
30
G
22
B
30
G
23
B
30
G
24
B
9'-7"
30
G
24
B
8'-10'
9' 1"
30
G
25
B
8'-3"
8,_7„
30
G
25
B
82"
30
H
26
B
7'-6'
7'-10"
30
H
26
B
34
H
26
B
7'-3"
34
H
27
B
7'-0"
34
H
27
B
6'-5"
6'-10"
34
H
27
B
6. 7„
'34
H
27
B
6'-0"
6'-5"
H
28
B
.34
6'-3>_"39
H
28
B
5'=8"
6 -1
39
H
128
B
DRAWN BY: K.K.
BY'. K09
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 pst
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
90.100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95826
lau% aa27m/ FA% dnfL1F10 mloelnlAumlum rnm
SHEET 17 OF 30
REVISED BY: K.K. & D.P.
.,
10# L.L.
100 MPH
FREESTANDING & ATTACHED SOLID PATIOS
12' OR LESS EXP. B &'C
7" I -BEAM
DBL. Yx8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM
Yx811 BEAMMINSERT
OR 3"x8"BEAM
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
Q =
7 0
JC)O]
OU
r 1-
m
m
co
U 5
N
a Z
MAX.POST
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACINGTPOST
~
FTG.
MIN.
FTG
MIN.
FTG
MIN.
FTG
MIN.
POST
FTG.
MIN.
FTG
MIN.
POST
FTG.
MIN.
POST
FTG
MIN.
F
2 U) O
(IN.)
TYPE
(IN)
TYPE
(IN)
POST
TYPE
IN.
(IN.)
TYPE
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYPE
(IN)
TYPE
4'
17'-0"
28'-1 "
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'
78
5"
13.1„
3,_0,
23'-9"
25'-1
39
G
25
B
/E
17'-2"
34
G
22
Bv-8-
12'-a"
12'-2"
34
G
25
B
22'-2"
39
G
25
B
5'
5'
13'-7"
24'-10
16'-6"
11' 8"
11'-8"
1. 3,.
23'_7„
23'-
39
G
26
B
/E
1/5,-18"
/
34
G
22
B
11'-1"
11'-1"
30
�•
26
B
20'-1"
39
G
26
B
�C
6-
6'
11'-4"
2 _g
5'-8"
10'-8"
10' 7"
5"
1'-1 "
39
G
27
B
/E
14'-6"
34
G
23
B
10'-3"
10'-3"
30
G
27
B
18'-9"
39
G
27
B/
C
7-
7'
9'-8"
20' 11'
13' 11"
9'-10"
9'-10"
18' 0"
20'-5"
G
27
B/
13' s"
34
G
24
B
9'-7"
9'-7"
3p
G
27
B
17'-s"
34
G
27
e/
E
8'
8'
8'-6"
19'-7"
39
E
13'-0"
9'-3"
9'-2"
6'-10"
9'
7'-7"
19'-3"
39
G
28
E/
12' 9"
34
G
24
B
9'-1"
9'-1"
30
G
28
B
16'-6"
34
G
28
B/E
9'
F
8'-8"
8'-8"
5'-10"
18' 3"
34
G
28
E�
12
30
G
24
B
g'_7"
8'-7"
30
G
28
B
15' 8"
34
G
28
BXE
10'
10'
6'-9"
,
1' 8"
oll
11'
6'-2"
17' 5"
34
H
29
E
11'-6"
30
H
25
B
8'-2"
8'-2" 10"
30
H
29
B
14,_1
14'-4..
30
H
29
B/E
11'
11'-1"
7'-9"
12'
5'-8"
16'-a"
34
H
29
E/
11'-1"
34
H
25
B
7'-10"
7'-10"
30
H
29
B
14'-43
30
H
29
B�E
12'
16'-0"
F
0' 7"
9
S'-2"
16'-0"
34
H
30
E�
--10'-2.,
34
H
25
B
7,_7„
7'-6"
34
H
30
B
13' 9"
34
H
30
B/E
13'
13'
15'-5",
E/
10'-3"10
34
H
26
B
7'-3"
7'-3"
34
H
30
B
13'-3"
34
H
30
B/
E
14'
14'
4'-10..
34
H
30
F
6'-1"
6' 11.,
12'-8"
.
14'_ j 4'-4"
34
H
30
E�
9 19,
34
H
26
B
7'-0"
7'-0"
34
H
30
B
12, 1 „
2'-3"
34
H
30
B E
15,
15'
4'-6"
6„
5 8
6 9
14'-5"
34
J
31
F
9'-7" 9 2
34
J
26
B
6'- 1 q 5,_4,
61-1, 6' 6„
34
31
B
12'- �' 11
34
31
B/E
16
16'
4'-3.,
17
14'-0" 34
J
F
9'-3",,-
34
J
27 B
6 -5
6-7"
34
31
B
12'-0" 34
11' 6..
J
31 B/ 17'
E
4'-0"
13'-5"
31
-11"
5'-0"
6'-4"
.�
1-11
13'-8" 34
J
F
91_01,
34
27 B
s' 1"
s -4
34 J
31
B
11'-1 V-2" 34
31 BXE 18'
18'
3'-9"
13'-1"
31
8,_8„
4 _g
6, _2"
13'-3"
J
F
39
J
27 B
5'_9„
6'-2
39
32
B
11, 4„ 39
0'-11,.
J
32 B/E 19'
3'-7"
12' 9..
32
g'_5"
4'-6-'
g'_p"
P2O"
12 1 39
J
32
F
9, 7„8-3
39
J
27 B
5'-6"4
6'-1
39 J
32
B
11 10, 8" 39
J
32 B 20'
3, 4..
12'-5"
3
5'_10"
f,-'1AY 0 62009
"SAMPLE"
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
FOOTNOTE:
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
co
�
f
~ { r m
�.0 . _i4S
WHERE SLAB OCCURS,
CUBED FOOTING SIZE
��
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
Exp. 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 0512 K.K.
TOM CAMPBELL &ASSOCIATES, INC.
soup
POST SPACING TABLE
LIVE LOAD= '
10, 20 8 30 psf
PATIO COVER SYSTEM AS MFG.
DURALUM PRODUCTS, INC.
-
DATE: 510512009
COMMERCIAL AND
RESIDENTIAL STRUCTURAL
ENGINEERING FREESTANDING
AND ATTACHED
HORIZ. WIND =
8269
ALPINE AVE.. SACRAMENTG. CA
95 26
ET18 OF 30
SCALE: NONE
RANCHO
CUCAMONGA,
CA (951j 741-2107
90.100 a 110
MPH
roiai
a5a7mi ;:Ax am -,400
�� mn,�rai�,,.,
ro"rS
REVISED BY: K.K. 8 D.P.
10# L.L. 110 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS
TOM CAMPBELL & ASSOCIATES, INC-.
SOLID
6.5" ROLLFORM
4" 1 -BEAM
4.5 -I -MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
_
p
O m
:5
V Z
U) O
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
110 MPH
MAX.POST FREESTAND ATTACHED
SPACING FTG. MIN. F7G MIN.
POST POST
(IN-) TYPE (IN.) TYPE
MAX.POST
SPACING
110 MPH
MAX.POST
SPACING
110 MPH
FREESTAND
ATTACHED
FREESTAND'
ATTACHED
•FREESTAND
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POSTPOS
TYPE
FTG.MIN.
(IN.)
TYP
4'
17'-0"
12'-7"
36
H
21
B
17, e„
16 -6"
36
H
23
B
12'-8' 36 H 21 B
12-11, 10„
36
H
21
B
13'-7"
29
H
22
e
5'
13'-7"
11'-3"
32
H
22
B
16'-14,_10'
36
H
24
B
11'-4" 32 H 22 B
ill -a..1
01_10.1
32
H
22
B
210.1
29
H
23
E
6'
11'-4"
10'-3"
32
H
23
B
14 13''6"
36
H
25
B
10'-4" 32 H 23 B
10 9'-11"
32
H
23 .
�'
1 9,-2„
29
H
24
e
7'
9'-8"
9'-6"
32
H
23
B
13'-12"e„
36
H
26
B
9'-7" 32 H 23 B
1o'-0-2„
32
H
23
B
10 3 6„
29
H
25
B
8'
8'-6"
8'-11"
32
H
24
B
12'-1 ,
36
H
26
B
8'-11" 32 H 24 B
32
H
24
. B
29
H
25
: B
9'
7'-7"
8'-5"
32
H
24
B
12'-2"
_
36
H
27
B
8'-5" 32 H 2432
B
10"9'_32
8,_1„
H
24
B
1 „
,_6„
H
26
B
10'
6'-9"
7'-11"
32
H
25
B
11' 7"
32
H
27
B
8'-0" 32 H 25 B
8-57 8„
32
H
25
B
_7' 1"
32
H
26
B
11
6'-2"
7,-7„
32
H
25
B
11, 0„
0 _p
32
H
28
B
7 8" 32 H 25 B
g, 0„
-4"
32
H
25
B
8'-2„
9 .
32
H
26
B
12'
10'-6"
32
H
28
B
7'-8"
32
H
26
B
T-10
32
H
27
B
13'
10'-2"
36
28
B
7,_4„
36
J
26
B
7'-6" -3„
36
j
27
E
14'
9'�
8'-10"
36
29
B
P''i l et �U3
7'-1"
36
j
26
B
7` 6, 0„
36
j
27
E
15'
9' 5"
36
j
29
B
E$S
N
6'-1 "
6'-3„
36
j
27
B
7 0 -10„
36
j
28
E
16'
9�
8'-3"
36
29
B�P5
,t
6'-86 1
36
27
B .
6'" 5,_7„
36
28
B
17'
8'-10"
8' 0"
36
j
30
B
��
m
6'-5"
36
27
B
6'-7' , 3„
36
`�
28
B
18'
8' 7"
36
30
B
a ..
Exp.
3,
5'-8"
36
j
27
B
6
36
29
B
19'
8'.4 , 7„
41
j
30
B
11-
ems' -7"
41
28
B
6'-3' 4,_8„
41
29
E
20'
'
8'
41
j
30
B.�
5'-11, 5„
41
,J
28
B
6'4;'6„
41
29
E
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF FOOTNOTE: "SAMPLE"
EACH SIDE CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLABB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING CABLES �nD COCGCTAKInWr ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC-.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG.'BY:
POST SPACING TABLE
10, 20830 psf
' DURALUM.PRODUCTSj INC.
DATE: 5I0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
H WIND =
6269 ALPINE AVE. SACRAMENTO, CA 95626
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
90.100 8 110 MPH
100
. IQtfi1 d57.7f17t Fox dn:s-15tc caloc/nln„ml„m rnm
A
SHEET 19 OF 30
REVISED BY- K K. S D.P.
...., , .....,..
10# L.L. 110 MPH FREESTANDING & ATTACHED SOLID PATIOS 12' OR LESS EXP. B & C
7" I -BEAM
DBL. 3"x8" x.042"BEAM
DBL.OR 35x8' B3E2AMEAM
YxB" BEAMMINSERT
CAMPBELL &ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (951) 741-2107
SOLID
POST SPACING TABLE
FREESTANDING
AND ATTACHED
..� ..
LIVE LOAD =
10, 20 8 30 psl
HORIZ. WIND =
90.100 & 110 MPH
PATIO COVER SYSTEM AS MFG. B
DURALUM PRODUCTS„ INC.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
IG1F7 d57 -7f171 FD% df11-1510 ealaerlAiini�,m mm
HEET 20 OF 30
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
=
J 2
0
D o
m
p
00
5
g
X ¢
MAX.POST
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
a
~
FTG.
MIN.
FTG.
MIN.
FTG.
MIN-
POST
FTG
MIN
POST
FTG.
MIN
FTG
MIN.
FTG.
MIN.
FTG.
MIN.
POST
< cL O
(IN.)
POST
TYPE
(IN)
POST
TYPE
(IN.)
TYPE
IN
(IN-)
TYPE
2" x 6.5x.032"
BEAM
(IN.)
TYOPE
(IN)
TYOPE
(IN)
TYOPE
(IN)
TYPE
4'
17'-0„
28'-10;'
41
H
26
B
19, 2..
7 -6"
41
H
22
B
13'_7"
12'-5"
13' 7"
12'-5"
36
H
26
B
24' 9"
22'-8"
41
H
2 26
B
4'
25'-10"
41
H
27
B
17'-2"
36
H
23
B
12'- 2"
12'-2"
36
H
27
B
41
0' 3"
H
2�7
B
5'
5'
13'-7"
23,_7„
E
5'-8"
11'-1"
11 _1"
6'
11'-4"
23'-7"
41
H
28
B
/E
15'-8"
36
H
24
B
11'-1"
11'-1"
32
H
28
B
20'-3" 41
18'-6"
H
2Y28
B/C
6'
4' 4"
14'-s"
10' 2"
10'-3"
10' 1„
10' 3"
28
18'-9" 36
�
B/C
7'
7'
9'-8"
21'-10"
41
{
29
B
/E9'-5"
36
H
25
B
g'�"
32
H
B
17' 1,.
H
8
19' 11'
20'-5"
H
30
g
/E
13'-7"
36
H
25
B
9'-7"
9'-7"
32
H
29
B
17' 6" 36
H
229
B/E
g'
8'
8'-6"
18'-8"
41
12'-5"
8' 8"
8'-9"
7'-7"
19'-3"
36
H
30
E/
12'-1
36
H
26
B
9'-1"
9' 1"
32
H
30
B
16-15"5. 1.. 36
H
�0
B/E
9'
9'
18' 3",
36
I-{
31
E
12'-2"
36
H
26
B
8' 7"
8'-7"
32
H
30
B
15' s" 36
H
2 �0
B/E
10'
10'
6'-9.,
17'-5"
36
H
31
E/
11'-7"
32
H
26
B
8'-2"
8'-2"
32
H
31
B
ia'_1 32
13'-8,
H
2�1
B
/E
11'
11'
6'-2"
15'-11
16'-8"
'
36
31
E/
10- 7"
11, 1..
32
H
27
B
6' 4"
7'-10"
7'-6"
7'-10"
32
H
31
B
14'-43 32
H
2 31
B/E
12'
12'
5'-8"
15'-3"
H
F5'-
„
7'-2"
1
13'
5'-2'.
16' o"
36
32
E�
g, g„
36
J
27
B
7-7
7- 6„
6'-10.,
36
.�
31
B
13'-9" 36
12, 7„
1
2�1
B
/E
13'
5' 4"
4'-10"
15'-5",
36
32
E�
10'-3"4
36
28
B
7'-3"
7' 3"
36
j
32
B
13'-3" 36
12'-1"
j
232
B/E
14'
14'
4'-11"
6'-7"
15
"
14'-11"
36
32
E
�
9'-11"
36
28
B
7'-0"
7'-0"
36
32
B
12'-19>--'36
11'-8.,
29
�2
B
/E
15'
4'_g"
13'-8"
9' 1"
4, 7.,
6,_5„
16
14'-5"
36
33
F
9'-7"
36
28
B
6'-8"
6'-9"
36
j
32
B
12'-5" 36
1. 4,.
29 32
B/
E
16'
4'-3"
�j
8'-9"
4, 4„
6, 2„
-2"
14'-0"
36_,19
F
s a'
36
28
B
6'-3"
6-
36
33
B
12' o° ..
1 I
,
2 �
33
B
/E
17'
1 T
4'-0"
12'-1
.j
33
6„
4' 1"
6, 0.,
18
13' 8"
36
F
9'-1"
3g
29
B
5'-11"
6-5"
36
33
B
11 8'O s" 36
j
333
B/E
18'
3'-9"
33
3'-10"
5' 10"
13'-3"
41
-
F
s' -1o"
41
29
B
5'-7"
6'-Y
41
33
B
11, 4„ 41
10'-5"
J
3 3
B/
E
19,
19
3' 7"
12'-0"
33
8' o'
3' s"
5'-6"
12'-11"
41
j
34
g'_7"
41
29
B
5'-4",,,-
g'_1"
41
.j
34
30
0,
20'
3'-4"
11'-5"
F
.j
J C,I 1blu`i
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF r— m
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. POSURE B Ud f \IC� ` �4S m
FIGURE INDICATES EX
FIGURE INDICATES EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE Exp. 3I3�
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. JJ
SEE ALTERNATE FOOTING TABLES
C�CCCTAAIf11I.1(_ ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K K.TOM
DATE: 510512009
SCALE: NONE
REVISED BY: K.K. B D.P.
CAMPBELL &ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (951) 741-2107
SOLID
POST SPACING TABLE
FREESTANDING
AND ATTACHED
..� ..
LIVE LOAD =
10, 20 8 30 psl
HORIZ. WIND =
90.100 & 110 MPH
PATIO COVER SYSTEM AS MFG. B
DURALUM PRODUCTS„ INC.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
IG1F7 d57 -7f171 FD% df11-1510 ealaerlAiini�,m mm
HEET 20 OF 30
20# L.L.
11.0
.MPH FREESTAND & ATTACHED STOLID PATIOS / COMMERCIAL 12' OR LESS
EXP.B&(
6.5"
ROLLFORM
4" 1-BEAM
4.5 / MAG GUTTER
MAG BEAM
3" SQ. STEEL
BEAM
Q I
F_ I—
Z) p
m
='C700
O Zg
O —
X ¢
< N O
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAx.Posr
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
FTG.
(IN
MIN
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
FTG.
(IN•)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN•)
MIN
POST
TYPE
FTG.
(IN.)
MIN
POST
TYPE
FTG.
(IN)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POS
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
a'
4'-5"
'-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
r71-711
32rH
23B
9'-5"
32
H
25
B
7'-2"
32
H
23
B
6'-10"
32
H
23
B
7'-11"
32
H
25
B
9'
3'-11"
'-2"
32
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
1D'
3'-6"
6'-10„
32
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
11'
3'-2"
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
27
B
12,
-
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
13'
-
6�-4'
36
j
25
B
7'-7"
36
J
27
B
5'-9"
36
J
25
B
5'-6"
36
25
B
6'-4"
36
J
27
B
14'
-
g _1
J
25
B
7'-4"
36
J
28
B
5'-7"
36
J
25
B
5'-4"
36
j
25
i3
61.11,
36
J
28
B
15,
-
5'-10"
36
j
25
B
7'-1"
36
j
28
B
5'-4"
36
25
B
5'-2"
36
25
B
5'-11"
36
j
28
B
1s
-
5'-8"
36
17' -
5'-6"
36 26
B
6'-10"
36
j 29 B 5'-3" 36
26
B
5'-0"
36
26
B
5'-9"
36
29
B
TES A,
FOOTNOTE:
"SAMPLE"
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
��O Q`� C�'✓/ '9`�
co
W
L] No.:3 94 m :
Exp. 3
c1v
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B
C
& C.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING
ONLY.
C
SEE ALTERNATE FOOTING
SHT. 10 FOR ATTACHED &SHT.
TABLES
24 FOR FREESTANDING
DRAWN BY: K.K.
DATE: 5105/2009
SCALE: NONE
REVISED BY: K.K. & O.P.
SOLID
TOM CAMPBELL 8 ASSOCIATES, INC. POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING FREESTANDING
RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED
LIVE LOAD= PAT""COVER SYSTEMsAS MFG. BY:
10, 20 & 30 ps( DU RALUM PRODUCTS, INC.
HORIZ. WIND = 8259 ALPINE AVE., SACRAMENTO, CA 95826
90.100 8 410 MPH MIA, nA9-7m, Fnx anZ9gto c=Icelnldwolnm
SHEET 21 OF 30
20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
/ �
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
7" I -BEAM
u
PATIO COVER SYSTEM AS MFG. BY:
DBL. 311x8" X.042"BM
�0
DBL.2"x6.5"x.032" BEAM
j NO.
31'x$1' BEAMMINSERI
Exp._
DURALUM PRODUCTS, INC.
NOTE:
SCALE: NONE
FOOTING SHOWN REPRESENTS LENGTH OF
AND ATTACHED
OR 3"x8"BEAM
8269 ALPINE AVE., SACRAMENTO, CA 95826
�a1A1 as�aml Fnx an:+.�510=L.�nr.,,nl,�m ��,,,
WHERE SLAB OCCURS, CUBED FOOTING SIZE
Q=
F- Ir-
O o
J0m
O Z
U — g
SEE ALTERNATE FOOTING TABLES
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
FTG.
MIN.
FTG
MIN.
FTG.
MIN
POST
FTGPOST
MIN.
POST
FTG
MIN
FTG
MIN.
POST
FTG.
MIN.
FTG
MIN.
TOP
`n
U w
(L Z
SPACING
SPACING
FOR DBL.
FOR 3 x e
BEAM
SPACING
F-
2 N O
(IN.)
POST
TYPE
(IN.)
POST
TYPE
IN
( )
TYPE
(IN.)
TYPE
2x5.5x.032
(IN.)
TYPE
(IN.)
TYPE
(IN.)
TYYPE
(IN.)
22'-5"
41
H
25
F
14'-10"
36
H
20
B
10'-2"
10'-6"
32
H
20
B
20'-5"
4122
H
5
C
a'
8'-11"
19'-2"
7'-1.
20'-0"
41
H
25
F
13'-3"
H
21
B
9'-1"
9'-5"
32
H
21
B
18'-4" 7'-2"
1
36
H
2 25
C/
5•
36
18'-3"
41
H
26
F
12'-2"
36
H
22
B
8'-4"
8'-7"
32
H
22
B
16' s5
36
H
2�6
C/
6'
5'-11"
8
16'-11"
41
H
27
F
11'-3"
32
H
22
B
7'-8"
7'-11"
32
H
22
B
16-T4,-6„
36
H
�7
C/
7'
5'-1 ,
15'-10"
36
H
27
F
10'-6"
32
H
23
B
7'-2"
7'-5"
32
H
23
B
14, 6„3
36
H
227
E/
e'
4'-5"
7
14'-11"
36
H
28
F
9'-11"
32
H
23
B
6'-9"
7'-0"
32
H
23
B
13'-2'-10"
36
H
2�8
E/
s•
3'-11..
14'-2"
36
H
28
F
9'-5"
32
H
24
B
6'-5"
6'-8"
32
H
24
B
12'-1 °-
'
32
I I
28
E/
10'
3'-6"
11'
13'-6"
36
J
29
F
8'-11"
32
24
B
5'-9„
6,_4,
32
J
24
B
12-41,
32
239
E/
3'-2"
7„
12-11
36
J
29
F
8'-7"
B
5'-4"
6'-1"
32
J
24
B
11'-1 ;'
32
229
E/
12.
32
24
13•
_
12'-5"
36
J
30
F
8'-3"
36
J
25
B
4'-11"
5'-10"
32
J
24
B
11'-40_8„
36
J
30
E/
1a'
-
12'-0"
36
J
30
F
7'-11"
36
J
25
B
4'-7"
5'-5"
36
J
24
B
10,_1 „
10'-3"
36
J
�0
E/
15•
-
11'-7"
36
J
30
F
7'-8"
36
J
25
B
4'-4"
5'-1"
36
J
25
B
10'-7"
9'-11"
36
J
�0
E/
11'-2"
36
31
F
7'-5"
J
26
B
-
4'-9"
36
J
25
B
10'-3-7
36
J
16•
_
J
36
1r
-
10'-10"
36
J
31
F
7'-2"
36
J
26
B
-
4'-5"
36
.)
25
B
9'-11"
9,-4„
36
g
E
I4AY 0 0 711'10!9
FOOTNOTE: "SAMPLE" ^
/ �
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
s
i�Q-O�Q`
u
PATIO COVER SYSTEM AS MFG. BY:
�0
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
j NO.
POST SPACING TABLE
FREESTANDING
Exp._
DURALUM PRODUCTS, INC.
NOTE:
SCALE: NONE
FOOTING SHOWN REPRESENTS LENGTH OF
AND ATTACHED
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
8269 ALPINE AVE., SACRAMENTO, CA 95826
�a1A1 as�aml Fnx an:+.�510=L.�nr.,,nl,�m ��,,,
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
T'Tn P= D CUT 7A Cno CRCCCTa NInw(1
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
soLlD
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
90.100 & 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
�a1A1 as�aml Fnx an:+.�510=L.�nr.,,nl,�m ��,,,
SHEET 22 OF 30
REVISED BY: K.K. 8 D.P.
,, ,, .. ....
E�
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&( .
6.5" ROLLFORM
4"
I -BEAM
4.51 MAG GUTTER
MAG BEAM
T'90. STEL°BEAM
of
2 m
F
-j0 m
025
a o
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED.
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
POST
TYPE
FTG.
(IN.)
POS
TYP
a'
6'-2"
10'-0"
32-
J
20
B
13'-3"
36
J
22
.B
10'-1"
32
J
20
B
9'-7"
32
J
20
B
9'-10"
32
J'
19
B
51
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'
4'4"
8'-2"„
32
,f
21
B
10'-10"
32
J
B
8'-2"
32
J
21
B
7'-10"32
J
21
B
8'-0"
32
J
21
B
r
3'-6"
7'-7"32
J
22
B
10'-0"
32
J
F24
B
7'-7"
32
J
22
B
7'-3"29
J
22
B
7.'-5"32
J
21
_B
s1
7'-1"
29
J
22
B
9'-4"
32
J
B
7'-1"
32
J
22
B
6'-9".
29-
J
22
B
6-11"
32
J
22
.'B
91
6'4"
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
iT
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
3r:)
K
24
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a 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
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K.
DATE: 5/0512009
SCALE: NONE
REVISED BY: K.K. 8 D.P.
TOM CAMPBELL &ASSOCIATES, INC. soup. UVE,LOAD=
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POSTFREESTANDING HORIZ. WSPACING TABLE' 10, 20 8 I psf
IND =
RANCHO CUCAMONGA, CA (951) 741-2107 AND ATT ACHEDu g0. 100.8 110 MPH
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAi4ENTO, CA 95626
MA%447_7011 Fd%dR1-151Q. colnc(n'1rlral„m �nm
SHEET 23 OF 30
30# S.L. 110 MPH FREESTAND &ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&(
TRIBUTARY
90 MPH
i -BEAM
110 MPH
WIDTH
MIN.
POST
TYPE
F
EXB&C
DBL. Yx8"x.042"BM
T-4" SQ x
T-6" SQ x
MIN.
POST
TYPE
B
10' OR LESS
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
18" DEEP
BEAM
4'-0" SQ x
MIN.
POST
TYPE
B
5'-0" SQ x
3"x8" BEAMwANSERI
18" DEEP
18" DEEP
18" DEEP
}
� o
m
F
r
J
o g
¢ rn
0_ Z
g rn p
7"
ST
SPACING
SPACING
19117'-11"
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
13'-11"
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
9'-10"
MAX.POST
SPACING
FOR 3 x 8
BEAM
,
9'-10'
FREESTAND
LIVE LOAD =
10, 20 & 30 ps(
ATTACHED
FREESTAND
ATTACHED
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
FTG.
(IN.)
32
MIN.
POST
TYPE
J
FTG.
(IN.)
22
FTG.
(IN.)
32
MIN
POST
TYPE
J
FTG
(IN.)
20
FTG.
IN.)
36
POST
TYPE
J
FTG.
(IN.)
2 24
MIN
TYP
C�/
4'
6'-2"
20'-11"
41
J
24
32
J
23
B
8'-10"
8'-9"
32
J
20
B
17' -Os 1
3g
J
2 25
C�
5'
4'-10"
18'-9"
41
J
25
F
12'75"
F
F
11'-4"
28
J
23
B
8'-1"
8'-0"
32
J
21
B
15' 6"
14'-8"
36
J
26
C/
6'
4'-0"
17'-1"
36
J
26
10'-6"
28
J
24
B
7'-5"
7'-5"
29
J
22
B
14'-4"
13'-7"
36
J
226
C/
7'
3'-6"
15'-10"
36
J
26
F
9'-10"
28
J
24
B
7'-0"
6'-11"
29
J
22
B
13'-5 2, 8"
36
J
X27
E/
8'
3'-1"
14'-10"
36
J
27
F
9'-3"
2g
J
25
B
6'-7"
6'-7"
32
J
23
B
12' 2; 0
36
J
�7
E�
9'
14'-0"
36
J
27
F
F
8'-9"
28
J
25
B
6'-3"
6'-3"
32
J
23
B
12'-0" , „
29
J
228
E�
10'
13'-3"
36
J
28
s'-5"
2s
J
26
B
5'-11"
5'-11"
32
J
23
B
11'-5"
10'-10"
29
J
2 28
E�
11'
12'-s"
36
J
28
F
8'-0"
28
J
26
B
10'-1 „
29
J
2
29
E
12�
12'-1"
36
J
29
F
7'-9"
32
K
27
B
11
36
K
26 29
E
13'
11'-7"
36
K
29
F 7'-5"
32
K
27
B
10,_2„
36
K
22g
E�
14•
11'-2"
36
K
29
FOOTNOTE: "SAMPLE" n n(
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C L L�U�
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. �9 ofESS.O
Pg 1. CqCo 0
,�A
C
NOTE: � ~ N 7948
OF
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
tS'J. C� ►I. �°
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
FOOTING SHOWN REPRESENTS LENGTH
Exp.
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
A
3�
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
tS'J. C� ►I. �°
SEE ALTERNATE FOOTING TABLES
c
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
-
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD =
10, 20 & 30 ps(
DURALUM PRODUCTS, INC.
DATE: 51BY:
9
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
FREESTANDING
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
90.100 & 110 MPH
rata; 457-7m1 cox 4m_1.51 a' celnelnlrliinl„rt, rnm
SHEFT 24 OF 30
REVISED BY: K.K. & D.P.
10#
L.L.
90 MPH
FREESTAND.& ATTACHED OPEN LATTICE PATIOS
12' OR LESS EXP. B & C
3" SQ. STEEL BEAM
DBL. 3"x8" x,042"BEAM DBL.2"x6,5"x.032" BEAM
OR 3 x8,BEAM
311x811 BEAMMINSERT
FOR ATTACHED PATIOS
> MINIMUM NO. OF POST
_
J
O 07
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT. MAX.POST
FREESTAND 'ATT.
<m TYPE D FOOTNOTE:
F-
j p
O v g
MAX.POST
MAX-POST
SPACING
SPACING NG
MIN.
m POST TYPE 1 POST TYPE 2
F
'� a z
O`*�
SPACING
FTG.
MIN.
POST
FTG.
SPACING
FTG.
MIN.
POST
FTG.
FTG. p0ST
(IN-)
FTG.
(IN.)
FTG. FTG.
(IN.) TYPE (IN.)
EXP. B EXP. C EXP. B EXP.
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
TYPE
4'
17'-0"
14'-4" 32
G
16
19'-2"
38
G
20
16'-4"
32 G
20 29'-11"
38 G 21
s 2 2 2 2
5� 1T 3 7
13'-4" 32
G
17
17'-2"
32
G
20
14'-8"
32 G
��26--q,,
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
- _
�• 2 2 2 2
7'
9'-8"
11' 7" 29
G
1814'-6"
32
G
22
12'-4"
32 G
22 22'-7"
38 G 1 23
9. 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
10 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
,s 3 4 2 3
14'
4'-10"
8'-2" 32
H
21
10'-3"
32
�{
24
8'-9"
32 H
24 16'-0"
32 H 26
16• 4 4 2 3
15'
H
21
g'-11"
32
H
24
8'-5,
32 H
24 15'-5"
32 H 27
17' 4 5 2 3
4'-6"
7'-11"F32
H
22
9'-7"32
H
25
8'-2"
32 H
25 14'-11"
32 H 27
1s' 4 5 2 3
16'
4'-3"
7'-8"
17'
4'-0"
7'-5"
H
22
9'-4"
32
H
25
8'-0"
32 H
25 14'-6"
32 H 27
,9 4 5 3 3
32
H
9'
32
H
25
7'-8„
32 H
25 14'-1"
32 H 27
zo' 4 5 3 3
18'
3'-9"
7'-3"
22
_1„
9
3'-7"
7'-0" 38
H
22
8'-10"
38
H
25
7. 6..
38 H
25 13'-9"
38 H 28
FOOTNOTE:
HEADER AND OR MIN. NO. OF POST
L20"
38
38
H
2
38 H
26 13'-4"
38 H 28
REQUIRED SPACING MUST EXCEED
SLAB SPACING
3'-4"
6'-10"
H
22
8'-7"
Q�®FE
ALLOWABLE
11. i166111
FOOTNOTE:
OR LESSER MUST BE USED
O
COL.
TYPES D-1 =.024NSIDEPLATES,
USE ON CONC. SLAB ONLY
Co
®
COL.
.024"
TYPES D-2 =.032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
NOTE:
OF
I
C7r
No. 948
� 6T1
FOOTING SHOWN
REPRESENTS
LENGTH
;7
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED a" EACH SIDE FOR FREESTANDING ONLY.
Exp •
cl L
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
Q
TAD�NAL FOOTNOTE WHERE'ONtY ONE'FIGURE'SHOWN
'-`
INDICATES`EXP'B & C.
SEE ALTERNATE
FOOTING
TABLES
SHT, 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
PATIO COVER SYSTEM AS MFG. BY:
•
DRAWN BY: K.K.
TOM CAMPBELL
&ASSOCIATES, IN -...
LATTICE
POST SPACING TABLE
uvE LOAD
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
DATE: 5/05/2009
COMMERCIAL
AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING
ATTACHED
HORIZ. WINO =
8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 25 OF 30
rnm
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 7 1-2107
AND
90.100 & 110 MPH
(410.1 dA9-�Mt PAY dOR_1F10
cab clnlAu�alum
REVISED BY: K.K. & D.P.
10# L. L
C7 ¢m¢
50 DUUJ
2az
2 v1 O
4' 17'-0"
5' 13'-7"
6' 11'-4"
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
9'-8"
8'-6"
7'-7"
6'-9--
6'-2"
'-9"6'-2"
5'-8"
5'-2"
4'-10"
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
100 MPH FREESTAND.& ATTACHED OPEN
LATTICE PATIOS
12' OR
LESS
EXP.
B & C
3" SQ. STEEL BEAM
DBL. 3"x8"x.042"BEAM
- POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
DURALUM PRODUCTS, INC.
311x811 BEAMw/INSERT
>-
FOR ATTAGHED PATIOS
MINIMUM NO. OF POST
HORI2. WIND =
FREESTAND
ATT.
FREESTAND
ATT.
90. 1008110 MPH
ralal acz7ml Fn%dni.151Q ==I><fnlmrt=I„m
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
<=
FF-
TYPE D
FOOTNOTE:'
MAX.POST
MAX.POST
SPACING
SPACING
m
POST
TYPE 1
POST TYPE
2
SPACING
FTG.
M)N
FTG.
SPACING
FTG.
MIN
POST
FTG.
FTG.
MIN
POST
FTG.
FTG.
MIN.
POST
FTG.
I—
(IN.)
POST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
EXP. BI
EXP. C
EXP. B
EXP. C
14'-4"
32
G
17
19' 2„g,
39
G
21
16'-4”
34
G
20
29'-11"
39
G
23
6•
2
2
2
2
5„
32
G
18
17'-216.6„
34
G
22
14'-8"
34
G
20
26'-9"
39
G
24
7,
2
3
2
2
13'-4"
12-6,.
32
G
19
15'-8"
5' 0"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
8'
2
3
2
2
11'-7
29
G
19
14' 6"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
9.
3
3
2
2
13'-11"
10'-10"
29
G
20
13'-7"
34
G
24
11'-7"
30
G
22
21'-2"
39
G
26
10•
3
3
2
2
13'-0"
10'-3"
29
G
20
12'-1 "
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
11•
3
4
2
2
12'-3"
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, 7.,
30
H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
8'-10"
29
H
2211'-1"
30
H
25
9'_5"
30
H
23
17'-3"
34
H
27
14'
4
5
2
3
10'-7"
8'-6"
32
H
22
10'_8„10,
34
H
25
9'-1”
34
H
24
16'-7"
34
H
28
15'
4
5
3
3
2„
8'-2"
32
H
22101-
34
H
26
8'-9"
34
H
24
16-0"
34
H
28
16'
4
5
3
3
10"
7'-11"
32
H
23
9'-119
34
H
26
8•-5••
34
H
24
15'-5"
34
H
28
17'
5
6
3
1 3
6„
7'-8"
32
j
23
9-7,
34
j
26
8'_2"
34
j
24
14'-11"
34
j
29
18'
5
6
3
3
2,.
7'-5"
32
J
23
9-4
34
j
27
7'-10"
34
j
25
14'-6"
34
j
29
19'
5
6
3
3
11"
7'-3"
24
9 1
34
j
27
7'-5
34
j
25
14'-1"
34
29
zo'
5
6
3
3
8'-8'
*8j
8'-10"
39
J
27
7'-0"
39
J
25
13'-9"
39
J
29
FOOTNOTE:
7'-0"24
g'_5"
HEADER
AND
OR MIN. NO. OF POST
6'-10'24
8 7
p•_q•
39
J
27
�-
-8"
39
J
25
13'-4"
39
J
30
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
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 cut oe rnD rorrcTAmnIM❑
_ OR LESSER MUST BE USED
C Lt1u FOOTNOTE:
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
NUJ �! � 8 r- I FOOTNOTE: "SAMPLE"
j FIGURE INDICATES EXPOSURE B—[;�j FIGURE INDICATES EXPOSURE C
Exp. 3� ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
...... ._ _........_..--—-----1-4
—
DRAWN BY: K.K.
;m-;wpFppjNM�1
TOM CAMPBELL & ASSOC LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
- POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
10, 20 8 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) -2107 AND ATTACHED
HORI2. WIND =
8269 ALPINE AVE., SACRAMENTO. CA 95826
.,.m
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
,,., ,.
90. 1008110 MPH
ralal acz7ml Fn%dni.151Q ==I><fnlmrt=I„m
i
5' 1 13'-7"
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
6'-2"
5'-8"
5'-2"
_91511711
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
10#
L. L.
BEAM
LIVE LOAD =
DBL. 3"X8°X.042°BEAM
}
DATE: 51BY:
9
FQ-F
70
O-003
UVJ
10, 20 & 30 Psf
HORIZ. WIND=
BEAM
�
311X8° BEAMANSERT
F_
(1)
AND ATTACHED
4'
17'-0"
5' 1 13'-7"
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
6'-2"
5'-8"
5'-2"
_91511711
4'-6"
4'-3"
4'-0"
3'-9"
3'-7"
3'-4"
110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
3" SQ.
STEEL
BEAM
LIVE LOAD =
DBL. 3"X8°X.042°BEAM
DATE: 51BY:
9
DBL.2"x6.5"x.032"
POST SPACING TABLE
FREESTANDING
10, 20 & 30 Psf
HORIZ. WIND=
BEAM
311X8° BEAMANSERT
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
90. 100 8 110 MPH
lQ1F1 A57-'/fl�l PAY Alli.141Q �=iP�nn,,.�e,.,, ��,,.
FOR
ATTACHED
PATIOS
,, ,, , .. ..
OR 3"x8"BEAM
Q�
r
0
MINIMUM
TYPE
NO.
D
OF
FOOTNOTE:'
POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
POST
TYPE 1
POST TYPE
2
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
m -
Fx
FTG.
MIN
FTG.
FTG.
MIN
FTG.
FTG.
MIN
MOST
FTG.
FTG.
MIN.
POST
FTG.
EXP. B
EXP. C
EXP. B
EXP. C
(IN.)
MOST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN)
2" x 6.5x.032"
BEAM
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
14'-4"
32
G
18
19
41
H
22
16-4"
16'-4"
36
H
20
29'-11"
41
H
2 24
6
2
2
2
2
6„
13'-4"
32
G
19
17'-2"
5' 8'
36
H
23
14'-8"
14'-8"
36
H
21
26'-9"
41
H
22
/L5
�.
2
3
2
2
12'-6"
32
G
20
15'-8"
36
H
24
13'-5"
13'-4"
36
H
21
24'-5"
41
H
2 6
8'
3
3
2
2
4'-4"
11'-7.,
29
G
21
14'-6"
36
H
25
12'-5"
12'4"
36
H
22
22'-7"
41
H
217
B
3
3
2
2
10'-10"
29
(�
21
13'-7"
36
H
25
11'-7"
11'-7"
32
H
22
21'-2"
41
H
2�7
1,
3
4
2
2
12'-5'
10'-3"
29
G
22
12'-1 „
36
H
26
10'-11"
10'-11"
32
H
23
19'-11"
41
H
2�8
„
3
4
2
2
,-fl'-8"
9'-8"
29
G
22
12' 2"
36
H
26
10'-5"
10'-4"
32
H
23
18'-11"
41
H
�z8
12
4
4
2
3
9'-3"
29
H
23
11'-7'
10'-7'
32
H
26
9'-11"
9'-10"
32
H
24
18'-0"
36
H
25�g
13'
4
5
2
3
8'-10"
29
H
23
11' 1"
32
H
27
9'-2"
9'-5"
32
H
24
17'-3"
36
H
2�L
14'
4
5
3
3
8'-6"
32
H
24
36
j
27
8'-5"
9'-1"
36
j
24
16'-7"
36
j
20
15•
4
5
3
3
g, g„
8'-2"
32
H
24
10'-3'
36
J
28
7'-10"
8'-9"
36
J
25
16'-0"
36
.j
X30
16
5
6
3
3
32
H
24
36
j
28
7 _q
g _5
36
j
25
15'-5"
36
j
2710
,�
5
6
3
4
91-11,
7'-8"
32
H
25
9-J"
36
J
28
6'-10"
8'-2"
36
25
14'-11"
36
,,j
21131
16'
5
6
3
4
8'-9"
7'-5"
32
J
25
9' 4 '
36
28
6'-5"
7'-11"
36
j
25
14'-6"
36
j
7l
2�
19
5
7
3
4
-6"
,J
32
j
25
9 1
36
j29
6'-1"
7'-9"
36
j
26
14'-1"
36
j
1131
F201]
6
7
3
4
7'-3,.
8' 3"
FOOTNOTE:
HEADER
ALLOWABLE
7'-0"
38
25
8'-10"
g -0^
41
29
5'-9"
7'-6"
41
J
26
13'-9"
41
.j1
28
`
AND OR
SLABS
MIN.
AC
NO. OF POST
EXCEED
NG
6'-10"
38
2g
8 7
41
29
��$S
0
41
26
13'-4"
41
8�
21132
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
n ono ATTArwmn R CWT .)A rnR FRFFSTANDING
Q`s q� OR LESSER MUST BE USED
I} C.' �( FOOTNOTE: `
U V L ,�� COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
Z COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING!
FOOTNOTE: "SAMPLE"
cl 11% EXp I FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.K.
TOM CAMPBELL &ASSOCIATES,
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51BY:
9
COMMERCIAL AND RESIDENTIAL STRUCTURAL GINEERING
POST SPACING TABLE
FREESTANDING
10, 20 & 30 Psf
HORIZ. WIND=
DURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95626
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
90. 100 8 110 MPH
lQ1F1 A57-'/fl�l PAY Alli.141Q �=iP�nn,,.�e,.,, ��,,.
SHEET 27 OJ3O
REVISED BY: K.K. 8 D.P.
,, ,, , .. ..
20# L. L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC. vT71ce
LIVE LOAD=
3' SQ.
STEEL
BEAM
DBL. 3"x8
„
x.042
BEAM
DURALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
j
DBL.2"x6.5"x.032"
BEAM
RANCHO CUCAMONGA, CA (951) 741-210 AND ATTACHED
II „
3 x8 BEAMMINSERT
f-rl AA2zln»1 FAX an:+_+sia �ole�nN„rol„r*,
REVISED K.K. 8 D.P.
FOR ATTACHtO PATIOS
OR 3"x8"BEAM
MINIMUM NO. OF POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT,
MAX.POST
FREESTAND
FREESTAND
a2
F- r
p
�(Jm
O Z
MAX.POST
ATT.
MAX.POST
ATT.
1=
O p
TYPED FOOTNOTE: "
o
M
O-
V
a
2 a Z
SPACING
SPACING
SPACING
FTG.
SPACING
FTG.
m
POST TYPE 1 POST TYPE 2
FTG.
MIN.
FTG.
FTG.
MIN
FTG.
FTG.
MIN
POST
FTG.
MIN
POST
r
g � p
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
(IN.)
TYPE
(IN.)
22
r
6•
EXP. B EXP. C EXP. B EXP. C
2 2 2 2
4'
8'-11"
11'-1"
32
H
17
16-9"
36
H
20
11'-10"
32
H
18
21'-8"
41
H
5'
7'-1"
9'-11.,
32
H
18
15'-0"
36
H
21
10'-7"
32
H
19
19'4"
41
H
23
7'
2
3
2
2
6'
5'-11"
9'-1„
32
H
19
13'-8"
36
H
22
9'-8"
32
H
19
17'-8"
36
H
23
81
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
25
9.
10
3
3
3
4
2
2
2
2
8'
4'-5"
7'-10"
29
H
20
11'-10"
32
H
23
8'-5„
32
H
20
15'4"
36
H
9'
T-11"
'7'-5"
32
H
20
11'-2"
32
H
23
7'-11"
32
H
21
14'-5"
36
H
25
25
11,
12•
3
4
4
4
2
2
2
3
10'
3'-6"
7'-0"
32
H
21
10'-7"
32
H
23
7'-6"
32
H
21
13'-8"
36
H
11'
T-2"
6,_8„
32
J
21
10'-1"
32
J
.24
7,_2„
32
J
21
13'-1"
36
J
26
13.
4
5
2
3
12'
-
6_5"
32
J
21
9'_8"
32
J
24
6'-10"
32
J
22
12'-6„'
36
J
26
14'
4
5
3
3
13'
-
6,-2„
36
J
21
9--3^
36
J
24
6,_7„
36
J
22
12'-0”
36
J
27
27
15'
16,
4
5
5
6
3
3
3
3
14'
-
5'-11"
36
J
22
• 8'-11"
36
J
25
6'-4".
36
J
22
11'-7"
36
J
15'
_
5'-9°
36
J
22
8'-8"
36
J
25
6'-1"
36
J
22
11'-2"
36
J
27
28
17'
18,
5
5
6
6
3
3
4
4
16'
5'-7"
36
J
22
8'-5"
36
J
25
5'-11"
36
J
23
10'-10"
36
J
17'
-5'-5"
36
J
22
g. 2„
36
J
26
5-8„
36
J
23
10'-6"
36
J
28
19,
5
7
g
4'
28
20-
6
7
3
4 .
18'
-
5'-3"
36
J
23
7'-11-
36
J
26
5,-4„
36
J
23
10'-2"
36
J
19'
-
5'-1"
41
J
23
7'-8"
41
J
26
5,-1,.
41
J
23
9'-111,
41
J
29 FOOTNOTE:'
HEADER AND OR MIN. NO. OF POST
29 REUIRED SPACING MUST EXCEED
20'
41
J
23
7'-6"
41
J
26
�tpF
S
41
J
23
g _g„
41
J
_
5,_0„
ALLOWABLE SLABS AC NG
OR LESSER MUST BE USED
pp�I
nn 1
FOOTNOTE:
6%
'1
COL.
TYPES
D-1 =.024"
SIDEPLATES, USE ON CONC. SLAB ONLY
COL.
TYPES
D-2 =.032"
SIDEPLATES, ON CONC. SLAB OR FOOTING:
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
OF
LIJ
f ;. '
�''
EACH SIDE OF CUBED FOOTING WITHOUT
SLAB.
SIZE
Exp3.
3 J
�7
FOOTNOTE:
"SAMPLE"
WHERE SLAB OCCURS, CUBED FOOTING
MAY BE REDUCED 6" EACH SIDE FOR
FREESTANDING
ONLY.
FIGURE
INDICATES EXPOSURE
BCl —ElFIGURE
INDICATES EXPOSURE C
L
SEE ALTERNATE FOOTING TABLES
ADDITIONAL
FOOTNOTE:
WHERE
ONLY
ONE FIGURE SHOWN INDICATES EXP. B & C.
nr A -n n. cur W
PhR FRFFSTANIIINC;
®
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC. vT71ce
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: SI06/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE R G POST PACING TABLE
F ESTANDING
10, 20 & 30 psl
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE.. SACRAMENTO, CA 95826
j
SHEET 28 OF 3O
N
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-210 AND ATTACHED
90. 100 & 110 MPH
f-rl AA2zln»1 FAX an:+_+sia �ole�nN„rol„r*,
REVISED K.K. 8 D.P.
30# S.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
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
3"x8" BEAMwIINSERT
FOR ATTACHED PATIOS
} MINIMUM NO. OF POST
of x - cD m
I- I- O
FREESTAND
ATT.
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
FREESTAND qTT,
MAX.POST
F TYPE D FOOTNOTE:
o
z
n O U- g
U
MAX.POST
MAX.POST
SPACING
SPACING
IN.
m POST TYPE 1 POST TYPE 2
00
¢
ZO
SPACING MIN.
FTG.
FTG.
SPACING
FTG.
MIN.
POST
FTG.
FTG. MIN.
POST
FTG.
FTG. FTG.
POST
C
POST
(IN.) TYPE
(IN.)
IN.
IN.
( )
TYPE
IN
(IN-)
(IN.)
( ) TYPE
IN.
(IN.)
IN.
( ) YPE (IN.)
EXP. B EXP. C EXP. B EXP.
4' 6'-2"
9'-2" 32 j
16
14'-4" 32
19
10'-2"
32
j
17
19'-0"
17'-11'
36 j 1 21
6' 2 2 2 2
3217
32
20
32
18
17'-0"
36 J 121
7, 2 3 2 2
5' 4'-10"
8'-2"
12'-10"
9'-1"
16'-1,.
29
18
32
21
8,_3,.
32
18
15'-6-l._8"
5'-6"'-8"
36 J 29,�2
B. 3 3 2 2
6' 4'4"
7'_5 j
11'-8"
j
14
29 j
18
32
j
21
T-8"
32
j
19
14 43,-7„
36 1 223
91 3 3 2 2
7' 3'-6"
6'-11,.
10'-10"
19
32
J
21
7._2..
32
19
13'-;'2
36 223
10' 3 4 2 2
8' -
6-5" 29 .J
10'-1"
8
9'
32 j
19
9'-6° 32
J
22
6'-9"
32
J
20
12'-82
36 J 224
11' 3 4 2 2
-
6'-1"
0
-
32 j
19
9'-1" 32
j
22
6�-5
32
20
12'-0"
32 2114
i1
,2' 4 4 2 3
10'
5'-9"
11'-4„
11'
32
J
20
32
J
23
32
j
20
10'-5"
32 2214
13' 4 5 2 3
-
5'-6"
8'-8"
6'-1"
0-10.,
32 j
20
32
j
23
5'-10"
32
j
21
10'-10,'4
32 j 225
14' 4 5 3 3
12' -
5'-3"
8, 3.,
11
13'
K
20
36
K
23
5'-8"
36
K
21
10'-6"
36 2215
15' 4 5 3 3
-
5'-1"
7'-11"
11„
14'
K
36
K
24
5._5,
36
K
21
10'-2'_7
36 225
16' 5 6 3 3
-
4'-11"
20
7'-8"
15' _
4'_g.. K
21
7'-5" 36
K
24
5'-3"
36
K
21
9 -19. 3..
36 2126
n 5 6 3 4
16'
K
36
K
24
5'-1"
36
K
22
9'-6
36 23
�6
FOOTNOTE:'
_
4'-7"
21
7'-2"
-O"
HEADER AND OR MIN. NO. OF POST
36
24
36
22
9'-2"
36 23l
REQUIRED SPACING MUST EXCEED
17 -
K
21
6'-11"
K
4'-9"
K
8, 8„
126
ALLOWABLE SLAB SPACING
4, 5..
8
24126
OR LESSER MUST BE USED
18'
4'-4.. K
21
6'-9" 36
K
25
4'-6„
36
K
22
8,-6„
36
19'
4'-2" K
21
6'-7" 41
K
25
4'-3"
41
K
22
8, 3„
41 2127
20' -
K
22S
25
4'-1"
41
K
22
8 -6
-10"
41 227
4. 1..
FOOTNOTE:'
USE ON CONC. SLAB ONLY
�
COL.
TYPES D-1 =.024" SfDEPLATES,
CO
COL.
TYPES D-2 = .032" SIDEPLATES,
ON CONC. SLAB OR FOOTING
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OFU
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
Z
LLl F—j
FOOTNOTE: "SAMPLE"
IGURE INDICATES EXPOSURE B
FIGURE INDICATES
EXPOSURE C
WHERE SLAB OCCURS, CUBED FOOTING SIZE
EXP. 3
3
MAY BE REDUCED 6"
EACH SIDE FOR FREESTANDING O
DDITIONAL FOOTNOTE:
WHERE ONLY ONE FIGURE
SHOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: K.K.
TO
BELL &ASS ASSOCIATES, INC. uTTice
POST SPACING TABLE
uvE LOAD=
to. 20 & ao psl
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 510512009
SCALE: NONE
COMMERCIAL A RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZ. NAND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
IMIR1Ar7.7A71 SHEET 29 OF 30
REVISED BY: K.K. & D.P.
RANCHO
CUCAMONGA,
CA (951) 741-2107
.,, , ..�..
90. 100 & 110 MPH
FAY Af1.i1410 ==iP=n,1.�.=i„..,.rm
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
ALUM ALLOY 2.740"
ROOF SLOPE SHALL BE 1/4" : 12" MIN.
WIND
'
6063-T6
3.200" T=.060"
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
INSULATED ROOF
PANEL CONNECTIONS
10, 20 8 30 ps(
HORIZ. WIND =
DURALUM PRODUCTS. INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
DESIGN S.M.S
90 MPH #14 (C - 12" O.C.
RANCHO CUCAMONGA. CA (951) 741-2107
OR 4.200"
APPROVED 3"
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@diuralum.com
SHEET 30 OF 30
REVISED BY: K.K. & D.P.
1
WALL FASTENERS INSUL. ROOF
100 MPH !11"10" O.C.
SEE TABLE SHEET 7 PANEL
110 MPH #14 @ 8" O.C.
3" OR 4" APPROVED STRUCTURAL SANDWICH PANEL
NOTE: #14 SMS SHALL HAVE
I
MAY BE SUPPLIED BY OTHERS SEE NOTE BELOW
A MIN. 1" PEN. INTO HEADER
-
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. APPROVED UNDER 2006 IBC,
2006 IRC OR 2007 CBG. OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD )\
SEE TABLE ABOVE
PANEL TO HEADER BEAM CON EXTRUDED EXTRUDE RIP EDGE
"IR3' GUTTER
WALL FASTENERS
SEE TABLE SHEET 7
I -BEAM
(AS SHOWN IN THIS REPORT) OPTIONAL RAIN GUTTER
x
11
BEAM HEADER
SHOWN IN THIS REPORT)
OPTIONAL NON-STRUCTURAL FASCIA
#12 SMS T&B 1.880"—I
AT 12" O.C.
3" OR 4" HANGER CHANNEL
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
., FF: TAR[ F ARC)VF
3UL
OF
- INSULATED ROOF PANEL INSULATED ROOF PANEL
TO APPROVED TO APPROVED
BEARING WALL SYSTEM NON-BEARING WALL SYSTEM
NOTE:
a THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION 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.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE, UNLESS OTHER WISE NOTED
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
INSULATED ROOF
PANEL CONNECTIONS
10, 20 8 30 ps(
HORIZ. WIND =
DURALUM PRODUCTS. INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 & 110 MPH
(916) 452-7021 FAX 403-1519 sales@diuralum.com
SHEET 30 OF 30
REVISED BY: K.K. & D.P.