10-1250 (PAT)4 P.O. BOX 1504 �W
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Application Number: X10-00001250 Owner:
Property Address: 51446 EISENHOWER DR STROPLE CHRIS
APN: 773-092-005- - - 51446 EISENHOWER ST
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: COVE RESIDENTIAL
Application valuation: 3631
Contractor:
Applicant: Architect or Engineer: VALLEY PATIOS
CHESTERFIELD
44_/
BERMUDA DUNES, CA 9
(760)534-4634
Lic. No.: 937811
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury'that I am licensed under provisions of Chapter 9 (commencing with
Section 70001 of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License Class: C51L tnse 937811
f;Date: P /10 Contractor.
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_) -1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 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:
LQPERIMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/16/10
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 EXEMPT Policy Numbei EXEMPT
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, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall for with comply ith those provisi
Date: I' 'b Applicant:
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 and state laws relating to building construction, and hereby authorize representatives
of this cornty Jo enter upon the above-mentioned property for ins p tion purposes.
Date: 1111010 Signature (Applicant or Agen
Application Number . . . . . 10-00001250.
Permit . .
. PATIO COVER
PERMIT
Additional desc .
.
Permit Fee
63:00
Plan Check Fee
40.95
Issue Date
Valuation . . .
. 3631
Expiration Date
5/15/11
Qty Unit Charge Per
Extension
BASE
FEE
45.00
2.00 9.0000 THOU BLDG
2,001-25,000
18.00
----------------------------------------------------------------------------
Special Notes and
Comments
INSTALL ALUMAWOOD
PATIO COVER 13'
X
211PER APPROVED PLANS & 2006 IBC;2006
IRC ,2007 CBC..
----------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
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
1.00
.00 .00
1.00
Grand Total
104.95
.00 .00
104.95
LQPERAIIT
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural ,Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107
April 19, 2010
Building Official
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 2005 Aluminum Design Manual, 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 or at ticampbell(a)-charter.net should you. require
additional information. vess`ir�,,'�
Sincerely,
Tom Campbell, PE
Site Information
Owner's Name,!/LL
Address
City/Town �ilila.tM�
State CA- �/ZZ�3
~ No. 37948
Exp.3131/'I1 �
��qTF CIV11. oQ�,\�
91 C ALF
11'-3"
106-11"
Bin #
Qty Of La Quints
Building 8T 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: L4S
Owner's Name: �f \,
A. P. Number:
Address:
Legal Description:
City, ST, Zip:
1
Contractor: k o,� O S
V C 1
Address: -7 � �-i �
Telephone:
Project Description: �,�5 �-e� (� l aAa OCrJ
City, ST, Zip: f.ej l D r ! Z��3 t
�-e "�'f ,:CszPcfip ep✓e-1 n
Telephone
State Lie. # : Cl ��(
City Lie. #:
x Z
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone: ,, . x << U<•
State Lie. #: „ Kxp�?•
Name of Contact Person: 'h`j
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:'2-77 # Stories: #Units:
Telephone # of Contact Person: �
Estimated Value of Project:-�V2 Z0 0
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amount
Structural Calks.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance •
Tide 24 Calks.
Plans picked up
Construction
Flood plain pian
Plans resubmitted
Mechanical
Grading plan
2i. 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.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
171
Total Permit Fees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
JUL 15 2010
1. THE DESIGN COMPLIES WITH 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 & 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY.
DRAWING NOTES:
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
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
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
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:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
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
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P, FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
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
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-0-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
26. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS
SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE
REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION.
27. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ
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 ICC -ES ESR 1976
OR APPROVED EQUAL.
30. THE TABULATED MAXIMUM COLUMN SPACING WHEN BEARING ON A CONCRETE SLAB IS LIMITED TO USE WITH
RESIDENTIAL PATIO COVERS ONLY.
31. SOLID AND LATTICE ALUMINUM PATIO COVERS ARE CLASS -A FIRE RATED.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
` No.37948`
Fxp:�i111
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER I
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
(SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES 8 AND C.
110 MILES PER HOUR, EXPOSURES B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
12. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTIONS 1605.3.1 & 1605.3.2.
13. COMMERCIAL APPLICATIONS -CBC 8 IBC CHAPTER 16.
ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.
SNOW LOADS: GROUND: 30 POUNDS PER SQUARE FOOT.
ROOF: (SNOW SLIDING AND DRIFTING ARE BEYOND THE SCOPE OF THIS REPORT).
WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C.
100 MILES PER HOUR, EXPOSURES B AND C.
110 MILES PER HOUR, EXPOSURES BAND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5105/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826jSHEET
1 OF 30
REVISED BY* K.K. 9 D.P.
AO 10f1R110 MPH
(0181 A67 -7A91 FAX A08.151G eclnclddumL,m
RAFTER. SEE TABLE
FOR SIZE OPEN LATTICE TYPES
^`
/AND SPACING =_
MAX, PROJ. FA'iST�HC 9
SEE SCHEDULE `��NC N .
MAX. O.K. 0
25% OF SPANkk \` `•.'
°OSTSpFR�
SEE
OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER -\p
CHANGEABLE WITH ANY OTHER_tt�,_ sFF
COMPONTENT UNLESS OTHERWISE SHOWN.
OPEN LATTICE -TYPE PATIO COVER -
SCALE: NTS
RAFTER, SEE TABLE
FOR SIZE
AND SPACING .
HEIGHT
LENGTH OF STRUCTURE VARIES
NO THIS OPENLATTICE-TYPE STRUCTUREMAX. PROJ.
MAY NO BE ENCLOSED OR COVERED. SEE SCHEDULE
RAFTER, SEE TABLE
FOR SIZE
AND SPACING
MAX 25k� O..F'eY 25%OF SP
HEIGHT
POST WITH SIDE-
PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES
3112' SLASATTACHMENT n POST
MAY BE USED WHERE y , 5 �01Q
SFF Sp
PERMITTED. �- T'9@CFC�N
SEESCHEDULE
ESSI CH COMPONENT IS INTER-
DTING,WHERE REOUIRED. OF BLE WITH ANY OTHER
E SCRED: FORFOOTING
NT UNLESS OTHERWISE SHOWN.
'SE.ENCLOSEDOR _QP� A�
C_
3TRlJCTU _d Z PE "F" ATTACHE
N0.al 948
d .31 � i11
NTE: THIS OPEN LATTICE -TYPE
MAY NOT BE ENCLOSED C
MAX. O.H.
5% OF SP,
LENGTH OF STRUCTURE VARIES
MAX. PROD.
SEE SCHEDULE
3 12 -SLAB ATTACHMENT
MAV BE USED WHERE
PERMITTED.
SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
LATTICE STRUCTURE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
o MAY NOT BE ENCLOSED OR COVERED
�<F G
DRAWN BY: K.K.
DOS
POST CROSS-SECTION,
SEE POST DET L
NOTE: EACH COMPONENT IS INTER- p°sr ennr a usEo
sFF 9e�OzNO
3112 sLAe
CHANGEABLE WITH ANY OTHER sFF sp 1 TO
OCOINGSEE
T
OPEN LATTICE
10, 20 A 30 ps1
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. �[F 4 `� SCHEDULE
NOTE: EACH COMPONENT IS INTER-
pDST
sFFT
FOOTING SEE
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER
spq�
SCF iN
SCHEDULE
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE UIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
/R1A7 AR7-71171 FAY AIL'L1R10 .ol.wv,n„mu,m mm
SEE SCHED. FOR FOOTING CUBE SIZE
FOO TILNG
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL. STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 A 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
REVISED BY, K.K. 8 D.P
90.100 8 110 MPH
/R1A7 AR7-71171 FAY AIL'L1R10 .ol.wv,n„mu,m mm
SOLID PANEL TYPES
ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL AND SH h OF STRUC
SEE SCHEDULE THEROOF PANELPR� E IeS
T pN/F( SS THAN
Se
ED
FOR SPANS ENC(p
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
ALUMINUMOF
ROOF PANEL p H 3TRUCTUREV.4
SEE SCHEDULE
FOR SPANS (Mqy NOT
O. S BE ENC(OSED )
"O.H." NOT TO EXCEED 25%
OF SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS �
MIN. 0.25' SLOPE PER FT.
WHERE REQUIRED ✓
DULE FOR FOOTING CUBE SIZE
JUL 15 2010
r "rt" wr Ai l 1r_ •.'
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H' NOT TO EXCEED 25%
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
(Mqy NOT BE ENC(OSEO )
SEE DETAIL FOR SPLICE
POS
OPTIONAL: CANTILEVER
SEE DETAIL FOR SPLICE
SEE SCHEO
SE SCHEDULE FOR
SQ. POSTS, SIZE VARIES
SO•h
POST
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST sp
OPT/ NAL: CANT E
3 12" SLAB ATTACHMENT
.
15%
MAY BE USED WHERE
ALTERNATE:
OF gPk- v
PERMITTED.
SINGLE POST
O.h'
SEE SCHEDULE
SEE SCHEDULE
A
MAX. HT.= 12'
ALTERNATE:
\
3 12" SLAB
2
Sq,
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
•
%
NOTE: NO SPLICE AT THIS
POST AND A END BAYS. 0
FOOTING WHERE REQUIRED
✓
Q
SEE SCHEDULE FOR FOOTING
CUBE SIZE
NOTE 0 SPLICE AT THIS
SCHEDULE
NOTE: EACH COMPONENT IS I to ,
t
CHANGEABLE WITH ANY OTHER {..
COMPONTENT UNLESS OTHERW 0'
Tinr "Ail ATTA/'
"rn nlwlnl r (IMAM 1An-AwiTn r-vrr-N e'%
ALUMINUMOF
ROOF PANEL p H 3TRUCTUREV.4
SEE SCHEDULE
FOR SPANS (Mqy NOT
O. S BE ENC(OSED )
"O.H." NOT TO EXCEED 25%
OF SPAN
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS �
MIN. 0.25' SLOPE PER FT.
WHERE REQUIRED ✓
DULE FOR FOOTING CUBE SIZE
JUL 15 2010
r "rt" wr Ai l 1r_ •.'
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H' NOT TO EXCEED 25%
OF SPAN
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
(Mqy NOT BE ENC(OSEO )
SEE DETAIL FOR SPLICE
DRAWN BY: K.K.
TOM CAMPBELL d ASSOCIATES, INC.
SEE DETAIL FOR SPLICE
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
POST
SEESC//EDU(Cj�ES
OPTIONAL: CANT EVER BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST sp
OPT/ NAL: CANT E
SQ. POSTS. SIZE VARIES
SE POSTESPACINDULE OR =
SO. POSTS. SIZE VARIES
SEESChep �E3
SEE
E pSCHEDULE
T SPACINGFOR
HOR12 WIND a
8269 ALPINE AVE., SACRAMENTO, CA 95826
O.h'
REVISED BY: K.K. 8 D.P.
A
3 1/2" SLAB
ALTERNATE:
15'6
3 12" SLAB
2
Sq,
MAY BE USED
TO CONSTRAIN
FOOTING. SEE
SINGLE POST
SEE SCHEDULE
OF SP
'4N iv
MAY BE USED
TO CONSTRAIN
FOOTING. SEEC\
ALTERNATE:
SINGLE POST
SEE SCHEDULE
OF Sp
SCHEDULE
NOTE 0 SPLICE AT THIS
SCHEDULE
NOTE O SPLICE A THIS
POST AT END BAYS.
POST DAT END BAYS.
FOOTING WHERE REQUIRED✓ ��NOTE:
FOOTING WHERE REQUIRED __/ I) JSEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE��I/NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD/ CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING MCANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: K.K.
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10.20 d 30 psI
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HOR12 WIND a
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 30
REVISED BY: K.K. 8 D.P.
90. 100 6 110 MPH
/R1F1 d57-7n?1 FAx nnL1FtR avbeld,rM1�m4im mm
RAFTER -SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
MAX. –1 2" 6.5'
024'
42" .024 1
.0
ALUM. ALLOY 3004-H36 .032"
OR EQUAL
EE NOTE / OR ALLOY 3004 H36 }
/// OR EQUAL
L.l.= „T' m ZS
(PSF) (IN.) a o
024 X16_'
24"
16"
10� .032
24"
16"
.042
24"
16"
.024
24"
20 E.16"
042
24"
16" 4
2"
16"
J24"
16"
24"
16"
24"
x 6 1/2" RAFTER
0, 100 & 110 MPH-
KPOSURE B.&"C
14'-11"
12'_7, 7
20'-1"
16'-5"
24'-10"
20'-3" JUL 15 1010
10'-10"
8'-10" OQAGFESS/p q
14,_7„ Cq� l�
Z
14'-8" W ~ E 10.3790
TRIBUTARY WIDTH
3.0" 8.0"
- CLEAR SPAN
J�
PATIO COVER SYSTEM AS MFG. BY:
.042"
m ZD DBL. 2 x 6 1/2" RAFTER
L.L.=
(PSF)
"T'
(IN.)
2 c� 90, 100 S 110 MPH
w o EXPOSURE B & C
10
.024
16 21'-1"
24" 17'_2"
.032
16" 28'-6"
24" 23'_3"
20
.024
16" 15'-3"
24" 12'-5"
.032
16" 20'-7"
24" 16'-10„
30
o2a
16" 13,_9„
24" 11,_2„
032
16" 18.,6,E
24 15,_1„
10'-8"
16'-2"
13'-2"
`'t1 , *
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
3.0" 8.0"
- CLEAR SPAN
J�
PATIO COVER SYSTEM AS MFG. BY:
.042"
6 7 8 9 10
ALUM. ALLOY 3004-H36
13 14 15
OR EQUAL
19' 20 21
0
3 4 4 5 5
SEE NOTE BELOW
7 7 8
m Z5 3 x 8" RAFTER
10 10 11
c
L.L.= T' n 90 & 100 MPH 110 MPH
4 5 5 6 6
(PSF) (IN.) N o EXP. B& C EXP. B EXP.0
8 8 9
16.128'-5" 28'-5" 27'_8"
11 11 12
.042
5 6 6 7 7
10 24" 23,_2., 23,_7' 22'-6„
NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 37' O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
16" 20'-0„ 20'-0„ 20,-0„
.042
20 24" 16'-9" 1 16'-9" 1 16'-9"
.042 16" 1 18,-0„ 18'-0„ 18'-0„
30 1 24" 15'-1„ 1 15,_1„ 1 15,_1„
O.H. PROJECTION
SPAN
F
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY WIDTH
TABLE
- CLEAR SPAN
(FT.)
PATIO COVER SYSTEM AS MFG. BY:
O.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' 1
— — — — I —
11 11
12 12 1 13 1
13 14 14
15 1 15 16
16" 20'-0„ 20'-0„ 20,-0„
.042
20 24" 16'-9" 1 16'-9" 1 16'-9"
.042 16" 1 18,-0„ 18'-0„ 18'-0„
30 1 24" 15'-1„ 1 15,_1„ 1 15,_1„
O.H. PROJECTION
SPAN
F
h
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN + O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 Psf
DURALUM PRODUCTS, INC.
SCALE: NONERANCHO
CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORI2. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
j
REVISED BY' K.K. 8 D.P.
90. 100 8 110 MPH
MiAt di7-7wl FAX dft4.151A "c�n"dTA,.rnL,mSHEET
7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B & C I
............ 0110' ...........
............ ................. .........................
24"
24" TRI V' PAN
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 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S.
12" x 3 1/2" W PANEL
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 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
JUL 15 2010
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.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE -LOAD.
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 d 30 psl
DURALUM PRODUCTS, INC.
1101AIA52.7n7i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
REVISED BY' K.K. d OR
90. 100'& 110 MPH
FAY A01.151p eoiwe/AiAnm4�m rnm
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
WALL
FASTENERS
44 1.75' R
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x OR 3x
RAFTER BRACKET. \e
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARD'
ALLOWABLE PROJ.
EXIST. EAVES, RAFTER
EXISTING EAVE__
EXISTING EAVE CONNECTION ( 2
2.740"
T=.060"
1.50"
WALL FASTENERS 078
O6
IJ
SEE TABLE
16" O.C. CELL AT FASTENER) OR CONC.
$00"
.633"
LL=10 LL=20
.010"X)901, 202 DIA.
014 SMS @ PANEL
2s"R
as
a
BorC BrD
LOCKS OR 08 SMS
110
4"
tD M lO
'563"
AT EA. CONTACT
Of
5„
07
.281"
8=3/8"O x 1 1/2" @ 8" O.C.
.2 '
zz
wQ
C=7/16"O x 1 1/2' @ 10" O.C.
AL
T6
ROOF PANEL
CONTINUOUS
(WHERE OCCURS)
A- RAIL
U-�Z
6063 Y
<
ALUM.ALLOY
F=7116"O x 4" @ EACH STUD
.060"
"
H 6063-T6
AL Y
B
014 SMS (81 EA. CONTACTy
6063 T6
EXTRUDED HANGER CHA EL
WALL CONNECTION
O
I.R. HANGER
EXIST. EAVES, RAFTER
EXISTING EAVE__
EXISTING EAVE CONNECTION ( 2
2.740"
T=.060"
I
7
AT 2x FASCIA
IJ
WALL FASTENERS
16" O.C. CELL AT FASTENER) OR CONC.
SEE TABLE
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
O
A Bo rD
%0
a
BorC BrD
APPROVED 3" ORf
I
110
INSUL ROOF PANEL
BorD j E .1 J K
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
LL=20
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A Bo rD
BorD E E E J J K
100
BorC BrD
BorD E E E J J K
110
D BorD I
BorD j E .1 J K
5'-6"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
Of
A=3/8"0 x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
wa
8=3/8"O x 1 1/2" @ 8" O.C.
'K=3/8"0x1 1/8"@12" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
zz
wQ
C=7/16"O x 1 1/2' @ 10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
r~i7UJ Nwa
D=7/16"O x 1 1/2" @ 12" O.C.
25'-0"
U-�Z
E=3/8"Ox 4" @EACH STUD
F=7116"O x 4" @ EACH STUD
EXIST. RAFTER
DRAWN BY: KK
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2 x 4
FULL OR
2" x 4"24"
FULL
16" O.C.
1'-6"
16'-8"
13,_10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
O.C.
1'-6" 10'-8" 8'-3"
5'-6"
2'-0" 7'-0" 4'-6"
3'-0"
2"x6" FULL OR
2"x8" NOTCHED
24" O.C.
T -O"
17,-6„
14,_0"
9'-6"
2"x8" FULL
24" G.C.
2'4"
29'-3"
25'-0"
16'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"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
#14 SMS
1.880" AT 12" O.C.O.0
-- Qp,OFESS�pti
(• Cq
co
� r z
F No.37948 r m
P•3 11 �
\ V �P
L\FOQ�
X 151010
f10# L.=(2)914SMS EA. SIDE
20#/30#L.L: (2)#14 SMS EA. SIDE 3/16"
U -BRACKET 0 STEEL
\ 6 1/4"0 HOLES,TYP.
3/4" OR 1 I/2" 0NOTE: PROVIDE WATER
- 8 O PROTECTION METAL FLASHING
I 2" x 6 1/2" OR O O r CAUCK JOINTS AND SLOPE
5" MIN. 3"x 8"A 1 TO DRAIN
/ I RAFTER TYPICAL BRACKET AT EVERY 2x
I
— 1 1/4'
-- /4"OR 11/2"_—__
\ FOR SPAN SEE ALLOWABLE
EXISTING WOOD STUD FRAMING EAVE LENGTH DECK/RAFTER SPAN TABLE
2N OR 2.8 LEDGER
2 \EACH 1/4"0 x 3-12" LAG SCREWS LL=10 sf /
2 EACH.7/16"O x 3-12" LAG SCREWS LL.=20 AND 30 psf RAFTER
(2"41N. PENETRATION INTO 13)3 4x312" W.S. W4x1 314"
PATIO COVER
EXISTING WOOD STUD) i
RAFTER TO'�
WALL CONNECTION R3 NOTE: PLACE "SIKAFLEX"OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
DRAWN BY: KK
SHINGLE ROOFING TO PROVIDE SEAL
NOTE: BRACKET
LIVE LOAD =
MAY BE MOUNTED
4 BRACKET CONNECTION
DATE: Sl0SJ2009
BELOWRAFTERW/
HANGER CHANNEL
AND BRACKET
SAME CONNECTION'S.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: Sl0SJ2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
f0, 206 JO psf
DURALUM PRODUCTS, INC.
IfAmAgm7n7i
j
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED By, K.K. 8 D.P.
90. 100 6 110 MPM
FAY 4na-151p <nl"vTAi"cU,m
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
fly ,ala �' 13.00" SQ. 3.00" SQ. o
3.00"SQ. F ' 024" . a%10 SMS „� G =3" Q.xt=.188
424eO.t:--_.11.00C�
I/ EA. SIDES H=3"SQ.xt=.250'll
O
.075" � RK
=4"SQ.xl=.1883., —� o14"R=s"SQ.xt=.lee"
TYP 040" ALUM.
032" .048"STEEL
O O 3.0". VOR 5.0
O �� 5/8" PLAT C -PLUG 28"
3" SQ. ALUM. POST i 3 SQ. ALUM. -POST MAG POST SQUARE
WITH SIDE PLATES --OD A A 3004- 36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36� - 3" SQ. STEEL POST
JUL 15X010 s ALUM. ALLOY 3004-1133 ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
P FESS/Q ALUM ALLOASTM A653 GRADE 40
Y 3.00" OR y�
21
�r �r n.� 2 I t . CL 7/16"OHOLE 56" 2 FLANGES
a 0 '75"
9 " 21/8"APART
� s r' z �` �'"
W F- N0.37948 T 0 25" 2.5"
ASTM GRADE 36 STEEL 1.1
Exp.3131111 * o 75" .75" BASE FLARES
15T' TO T WIDE EA.
1.60" TYP-�= — —_ — SIDE OF FLANGES
T F 1.5
INSTALL WASH. PLATE POST ONLY
090" TYP. s.so"
'15/e x 5/16' x 5}4' WHEN USING �.1-7116"fl HOLE
IN 110 MPH WIND AREA ,r 2- 5/16"0 HOLES—Z 2-3/8" HOLES
'-090'-',BRACKET FOR 3" POSTS J TYP. EA' SIDE
j-2 ALUM `' BT RACKET 'I STEEL "T" BRACKET 5
T=.060" TYR
�3 -3/8" LAG SCREWS
4;=1/4''LAG SCREWS,
(2.5" PENE. INTO EA.
ALUM�ALLLOOYT
6063-T5 '3" x 8' ALUM. RAFT. BRACKET —
"H" BRACKET 3" x 8" ALUM. HEA
r—HEADER BRACKET
- "-
-r, BRACKET
7/8"
® 3"SQ. POST W/
PLT. ASTM A36
(2)-#12 SMS EA.
1,
SIDE OF POST OR
o
1' 2
1/4" M.B. THROUGH
ASTM A36
POST
7 GA. PL. (.18'1
11/16"0 ROD 3/16"
SCALE: NONE
1040 STL.
_
STEEL PARTS PAINTED 20"
8269 ALPINE AVE:. SACRAMENTO, CA 95626
IN
"RUST-O-LEUM" OR EQUAL
3'SQ.POST BRACKET'
OR HOT DIPPED GALVANIZED
(1)-1/4" 0 M.B.
OR ELECTROPLATED
PER SIDE (2 -TOT.)
4" DIA. 9 GA.
ASTM A-36 HELIX
3/16"
SINGLE PASS WELDED
NOTE:
SOIL ANCHOR
MAY BE USED WITH
-
3"SQ. ALUM. POST
ONLY.
NOTE:
STEEL FOOTINGS AND SOIL ANCHOR TO BE
USED FOR 10 L.L. ATTACHED STRUCTURE ONLY.
SFr rnKlf. SI AR Pf)ST CPACOJI; TARI F Fl1R SDA/9AI!]
3' SQ. ALUM POST
2 trzk2112•
DRAWN BY: K.K.
x 7 GA. STL
PLT. ASTM A36
PATIO COVER SYSTEM AS MFG. BY:
9"x16'x7 GA,
STEEL PLATE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ASTM A36
/0, b
STEEL PARTS PAINTED
"RUST-O-LEUM" OR EQUAL
SCALE: NONE
OR HOT DIPPED GALVANIZED
POST TYPES
OR ELECTROPLATED
8269 ALPINE AVE:. SACRAMENTO, CA 95626
IN
SINGLE PASS WELDED
STEEL FOOTING
O
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN!
/0, b
DURAL PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
POST TYPES
I D
HORIZ WIND =
I
8269 ALPINE AVE:. SACRAMENTO, CA 95626
IN
SHEET 9 OF 30
REVISED BY: K.K. 8 D.P. _
90. 100 8 110 MPH
tp1A1 afi7-7n71 FAX dn.L111N .=I"cl�A�,rnLnn rnm
COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
-- ALUM.-MRACKET USE WRH
POST TYPE B.C.D. E STEEL POST ONLY:
STEEL'i'BRACKET USE WITH , USE POST TYPE �3}S/B'0 BOLTS
' "r BRACKET POST TYPE B,C,D.E.F,G.H.J OR K , F. G, H, J OR K R POST TYPE J
®3"SQ, POST W/ 3 SO. POST ALUM.TBRACKET:
3"SQ. POST (2)-812 SMS EA. USE (t319'0 HILTI 4 5"
- KWIK BOLTS OR EQUAL 112 DEPTH OF I 1
SIDE OF POST OR 1 f2"0BOLTS16"INSERT
USE
HILTI : I CONDITIONS 4 5'
/ - 1/4" M.B. THROUGH USE (2)-3/B'O HILT KWIK FOOTING OR R ALL OTHER x IBB•
POST SEE NOTES BELOW BOLTS OR EQUAL 12' MIN. EMBD. 1 1 ASTM A31
(2)-3/8"0 HILTI "KWIK" FOR
MIN. EMBEDMENT DEPTH 1 I STEEL
FOR KWIK BOLTS
� BOLTS, OR EQUAL, EACH �AT
.��: I � 7;: T_O.C_
BRACKET TO SLAB.
MINIMUM DISTANCE TO co BA P
EDGE OF SLAB = 2-1/2" d ASTM A572 STEEL
�� o w O
DE TH ,.L" h = 3/16"SLAB SHALL BE IN .,e POURED CONCRETE
4*11
:.1- �� F (ii
GOOD CONDITION FOOTING SEE NOTE d (
'.'•' o OR FTLUTOED BTL.)
FOR SIZE. LONG 9 OR 4" SD. POST (SEL.)
`• 31/2"MIN. SEEFOOTIN SQUARE
SCHEDULE QUAR FROM END SEE FTGS, INSERT
��_ _ / OF POST
SQUARE POST EMBED. PL.5/8"THK.
EXISTING SLAB ~� O7 3" SQ. POSTS TO CONC. FOOTING O INTO FOOTING 9
1 112" s• 1 112"
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SO.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SO.
25"
30"
39" SQ.
28"
32"
43" SQ.
30„
34"
47" SQ.
32"
36"
51" SQ.
34"
38"
55" SQ.
37"
40"
60" SQ.
39"
42"
64" SQ.
41"
44"
69" SQ.
i 43"
• CUBE FOOTING Wl3 112' SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23' 8 24• CUBE
(2)-I WO
3 1/4"
25' - 30" CUBE
(4)-12"0
3 1/4'
31"- 34' CUBE
(4)-5/8"0
4"
35' - 39" CUBE
(4)3/4"0
4 3/4"
40' - 42" CUBE
(4)3/4"0
4 3/4"
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC.. ESR -1917 OR EQUAL.
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 SM.
WANSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
A" X 0'_%" AT STEEL "T'
ShACKET.
3. POST TYPE F
DO NOT USE STEEL "T"
BRACKET W/ 7" I -BEAM.
JUL 151010
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
WELDED STEEL BASE PLATE 1
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9"SO.x5/8' 1 B. C. O, F. G. dH
FREESTANDING
BASE PLATE ANCHOR
BASE PLATE ANCHOR BOLTS (SIZE 8 TYPE)
(4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
( 4 314" EMBEDMENT DEPTH)
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.COLUMN
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 6 30 ps1
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. 8 D.P.
90. 100 8 110 MPH
101A1 d57 -7n71 FAY dm-is1p .nlnelRidi,ral„m rnm
SHEET 10 (iF 30
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
3.00" SQ.
2.00" SPLICE WHERE
1 79" OCCURS SPLICE WHERE SPLICEWHERE
OCCURS OCCURS
4.6"
73"
2.57" 4.6 .TYP.
14"R
2.19" 2.64• 065 TYP. 48'
2.04" TYP. I I
2.08" 065" III-
TYP.
2.93" T III a.0000• 3.0 .28
2.7• ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004 -H366063 -T6
6.5" ROLLFORMED A 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAME
r 3`1
r 7 SPLICE
WHERE 4"
OCCURS
Ty P. TYP
ALUM. ALLOY
6063-T6 O
ALUM. ALLOY
6063-T6
TOM CAMPBELL 8 ASSOCIATES, INC.
4" I -BEAM
7" I -BEAM
G
O
LMAXI."�1
DATE: 5/05/2008
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 Q 30 pst
3"
6..
I-
-.— .042"
BEAM TYPES
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 30
I
I
I
8"
90. 100 d 110 MPH
101 aF!-!1171 GAY 4f1A-151p .aMum�„roa"" �,,,.,
.042"
ALUM. ALLOY 3004-H36 O
OR EQUAL
ALUM. ALLOY 3004-H36
OR EQUAL
O
3 x 8 BEAM W/ STL. INSERT
DBL. 3 x 8 BEAM
6.5"
.024"
f- .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25
T-14 GA
7.675" ASTM A653 GRADE 50
L1 —425" JUL 1
2.875" � O
3x8BEAM
STEELINSERT
3.0" `
3"
MAX. 2„ 6.5" �
1` .042
1 ,�I
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 ;
J OR EQUAL /
DBL. 2 x 6.5 BEAM 3 x 8 BEAM
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" 1-BEA�NJ r, " 3 1 /4" x 12 GA. STEEL C -BEAM
pFESS/
4 �S
Xz
~ 10
N0.37948 m
*^ 3 i 1
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOA
COVER SYSTEM AS MFG. BY:
DATE: 5/05/2008
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 Q 30 pst
OURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND -
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 11 OF 30
REVISED BY• K.K. 6 D.P.
90. 100 d 110 MPH
101 aF!-!1171 GAY 4f1A-151p .aMum�„roa"" �,,,.,
2-914 x 12" S.M.S. EACH SIDE OF 3"
SO. POST (4 TOTAL))
ALTERNATE: 1/4"0 90LT W/ WASHER
EA. SIDE OF 3" SO. POST
( I
. ---
3' SO. POST
2414 x 12' S.M.S. EACH SIDE OF 3"
SQ. POST (4TOTAL)
ALTERNATE: 1/4'0 SOLT W/ WASHER
EA, SIDE OF 3" SO. POST
3.00" 3' SO. POST
OR .240'
GUTTER FASCIA
MAG BEAM 3" SO. POST
3"SQ. STL. BEAM
BEAM TO POST CONNECTION DETAILS I
' x 8" x .042" BEAM,
' SQ. STEEL OR
IAG BEAM.
#14 x 1/2" S.M.S. TOP
& BOTT. (2) -TOT.
ROOF PANEL
\)-#14 S.M.S. EA. SIDE (4) -TOT.
#14 S.M.S. TOP & BOTT. (2) -TOT.
1 1/4"
-F� (
4" 6 1/2"
ROLLFORMED OR
EXTRUDED GUTTER
(4)-#14 SDS @ EA. SIDE FASCIA ALUM.BRACKETX
TOP 8l BOTT. TOT.=16 #14 S.M.S. Cm12"O.C.
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
13 I ALUM. ALLOY 3003-1-124
.28" � 3ll 2ll
I - f.018,
P
2"x3" LATTICE TUBE ji
x 2 sMs. 21/2"
f ` �'1'1/2" OR 2" SO. OR 2"x3" LATTICE
/ @ 3'•O.C. MIN. UP TO 7"O.C. MAX.
- RAFTER
iL'ATTICE TUBE TO RAFTER
6 112"x2•x �--�
.024"RAFTER
RAFTER "TAIL" TO GUTTER 15
14 3:125 FOR 3 x RAFTER
�2.125-FOR 2x RAFTER
ALUM. ALLOY 3003-H24
:50"~`5011
28" L i 2ll
' Ute.$,
1 1/2" SO OR P2
2" LATTICE TUBE
2010pFESS/p
J// L
11/2" It = .040" 6063-T6,
IF t = .040" 3004-1-136 ALUM.
(4) - #14 x 3/4" TEK SCREWS
BRACKET TO RAFTER
11/2" MIN.
10
0
A'��y 0
rZ .750'
No.31948 r m
"s( 1 t (4)'- #14,x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET -TO BEAM
C -"U" BRACKET.- RAFTER.TO,BEAMj 18
DRAWN BY: K.K
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TO POST
10, 20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHMENT
HORIZ WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95626
REVISED BY' K,K. & D.P
90. 100 & 110 MPH
MR1 4R7.7m1 FAX AA:L11,ta anlwcGNAumN,m mm
SHEET 13 OF 30
SPLICE DETAILS Cl BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
t 91• 1 1 24•• 1
I I I I
(8 TO M.S. II #12 S.M.S. II
TYP. THICKNESS =.035 (24 TOT TYP. THICKN RSS =.035"
n
6.38"
II � II
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
3„ TOTAL= (8}1/2"0 BOLTS !
. . __... ... 1 ........_ ................ _..................................
1 ....._.-_-1 ....................'..nn %JUL 15
E
SPLICE WHERE 4n '••.i
OCCURS
070" 1 0 0
TYP. j
: .... _.... _.............. _............. _...... ......... _....... ... _.
i
ALUM.ALLOY
6063-T6
4" I -BEAM 3'-0"
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
occur
ALUM.ALLOY
6063-T6
7” I -BEAM
MOMENT C -SPLICE
(2)#10
VAILLEY, TYP.
N0.37948i
: ).3(31/11 yk
#12 METAL BACKED,
D NEOPRENE WASHERED
TEK SCREWS @ 8-O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4'x3' ALUM. "I" BM. OR (4)-1/4`0 M.B. BEAM
7x4'ALUM. SM. ,/f TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST. SEE SCHEDULE -- I
ALTERNATE BEAM TO POST CONN.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
NOTCH I -BEAM FLANGE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
AS NEEDED TO CLEAR
1 -BEAM ALUM ALLOYI
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SO. POST,CONNECT WEB
(6061-T6) ALTERNATE
TO POST W/(2}1/2"0
STL. C -BEAM
THRU-BOLTS
SO. POST
8269 ALPINE AVE., SACRAMENTO, CA 85626
FES2S's\'�
p� C BEAM TO POST
CONN.
N0.37948i
: ).3(31/11 yk
#12 METAL BACKED,
D NEOPRENE WASHERED
TEK SCREWS @ 8-O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4'x3' ALUM. "I" BM. OR (4)-1/4`0 M.B. BEAM
7x4'ALUM. SM. ,/f TO BRACKET
2- 3/8"0 M.B. THRU STL. "T"
BRACKET TO POST.
POST. SEE SCHEDULE -- I
ALTERNATE BEAM TO POST CONN.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 d 30 Psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
SPLICE DETAILS
HORIZ. WIND=
8269 ALPINE AVE., SACRAMENTO, CA 85626
REVISED BY' K.K. A D.P
,
90. 100 8 110 MPH
101R1 457.71171 LAY A":1.1910 enl,,.ITA„rel,im ".,,,,
SHEET 12 0F 30
DOUBLE RAFTER CONNECTION DETAILS I LATTICE BEAM TO POST CONNECTION
1 1/2" OR 2"LATTICE #8 S.M.S.
ALTERNATE 1/2" DOUBLE RAFTER -
BOLT CONNECTIO PLAN 2
ALTERNATE:
4-#14 S.M.S. EACH
RAFTER TO COL.
-- CONNECT. (8 -TOT.)
6'
3"x 3"STL.POST (24") ' ALTERNATE :
INSERT ATTACHED OR (2)-2x6.5" OR
3"x 3"STL.POST. COLUMN I (2)-3"x8"HEADER
FOR FREESTANDING -
I _I I (2) -1/2 -BOLT
2"x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 9
#8 S.M.S. EACH SIDE
.-- LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE: 1/2" BOLT
ALTERNATE:
2 - #14 S.M.S. EACH RAFTER
6 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
,)BEAM SPLICE TO
/ OCCUR DIRECTLY OVER- '-•f /8" 0 PLASTIC
1 --°POST. NOT.PERMITTED ----,PLUG WHERE
SCREWS/�I, °e'2 -POST UNITS SCREWIlSIDE
' SIDE �:� I
#14 SMS MAY
BE OCAS
3.5" 3.51' `—ALTERNATE TOi,
-1/4"0 BOLTS
3.5"
8" BEAM
I .
E] OR ❑2
6414 SMS EA.
SIDE j ( 6 1/2" SIDEPLATE EA._-,,-'
#14 SMS EA. SIDE I i SIDE SEE POST,SC
TOP, MID HEIGHT
AND BOTTOM.__ _
3"SQ"POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION
POST SCHEDULEX:--�-� 21
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 W/ (6)-#14 S.M.S. EACH SIDE. F2] W/ (6)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING
IS
SHEATHING JUL 15 2010
J
2"x6" LEDGER (NEW OR EXIST.)
y
X S
w _ _ (2) 3/8" LAG SCREW
EXIST.
1" STUCCO OR EQUAL
PENE.INTO EACH WOOD STUD
EXIST. STUCCO / LEDGER ATTACHMENT DETAIL
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
UVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10. 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
CONNECTIONS
HORIZ. WIND =
6269 ALPINE AVE., SACRAMENTO, CA 95826
VIIfOlAlSHEET
REVISED BY* K.K. A D.P.
90. 100 6 110 MPH
ds2arml FAY d0:1.181" a=I"adi &d du arm
14 OF 30
POST F MAX HT.= & FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY,
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: KK
6.5" ROLLFORM
SOLID
4" I -BEAM
PATIO COVER SYSTEM AS MFG. BY:
4.5" / MAG GUTTER
MAG BEAM
DATE: SIOSR009
3" SQ. STEEL
BEAM
F
0 0
MAX.COL.
SPACING
ON SLAB
MAXPOST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND ATTACHED
MAX,POST
SPACING FTG. MIN. FTG MIN,
POST POST
(IN.) ITYPE (IN.) TYPE
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX,POST
SPACING
FREESTAND
ATTACHED
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN•
POST
TYPE
FTG
(IN-)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN•
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN.
POS
TYP
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
13'-10" 32 F 19 B
12'-7"
32
F
19
B
13'-7"
32
F
21
B
5'
13'-7"
12'-4"
32
F
20
B
16'-3"
32
G
22
B
12'-5" 32 F 20 B
11'-8"
29
F 12o
B
12'-2"
32
F
21
B
6'
11'-4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
11'-4" 29 F 21 B
10'-10"
29
F
21
B
11'-1"
29
F
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
10'-6" 29 G 21 B
10'-0"
29
G
21
B
10'-3"
29
G
23
B
8'
8'-6"
9'4"
29
G
22
B
12'-11"
32
G
24
B
9'-10" 29 G 22 B
9'-4"
29
G
22
B
9'-7"
29
G
23
B
9'
7'-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
9'-3" 29 G 22 B
8'-10"
29
G
22
B
9'-1"
29
G
24
B
10'
6'-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
8'-9" 29 G 22 B
8'-5"
29
G
22
B
8'-7"
29
G
24
B
11'
6'-2"
8.-4-,
29
G
23
B
11'4'
29
G
25
B
8'-4" 29 G 23 B
8'-0"
29
G
23
B
8'-2"
29
G
25
B
12'
5'-8"
10'-6"
29
G
25
B
7'-8"
29
G
23
B
7'-10"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
7'-4"
32
H
23
B
7'-6"
32
H
25
B
14'
4'-10"
9'4"
32
H
26
B
7'-1"
32
H
24
B
7'-3"
32
H
26
B
15'
4'-6"
9'-5"
32
H
26
B
JUL 5 210
6'-10"
32
H
24B
7'-0"
32
H
26
B
16'
4'4"
9'-2"
32
H
26
B
0 ESS/
6'-8"
32
H
24
B
6'-10"
32
H
26
B
17'
4'-0"
8'-10"
32
H
27
B
Qtv Pc, . C,4'A Z
6'-5"
32
H
24
B
6'-7"
32
H
26
B
18'
3'-9"
8'-7"
32
H
27
Br
m
6'-3"
32
H
25
B
6'-5"
32
H
27
B
19'
3'-7"
8'-5"
38
Ei
27
B
313111 NC alU%
6'-1"
38
H
25
B
6'-3"
38
H
27
B
20'
3-4-
8'-2"
38
H
27
B
L _o��
5'-11"
38
H
25
B
6'-1"
38
H
27
B
POST F MAX HT.= & FREESTANDING ONLY
NOTE: FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY,
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DATE: SIOSR009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6 70 psl
PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
^r:D ATT^^H HED
HORIZ. WIND .
IDURALUM
269 ALPINE AVE., SACRAMENTO, CA 95828
SHEET 15 OF 30
REVISED BY: K.K. d D.P.
90,100 d 110 MPH
MIA1457.71171 PAX 411tISIp ..t..FAR..rnu.m rnm
X10# L.L.-90-MP-H-FREESTAND.&.ATTACHED-OPEN'LATTICE-PATIOS 12' OR.LESS_EXP. B & C
7�
F
In
m
F-
p _loco
U — 5
U y
¢
CL z
g tip.
3" SQ. STEEL
LIVE LOAD =
BEAM
DBL. TWN.042"BEAM
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
DBL.2"X6.5"x.032"
OR 3"x8"BEAM
BEAM
SCALE: NONE
3x8' BEAMw/INSERT
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 05828
SHEET 25 OF 30
I¢-
p
m
t -
FOR ATTACHED
MINIMUM NO.
TYPED
PATIOS
OF POST
FOOTNOTE: `
MAX.POST
SPACING
FREESTAND
!Affil dS�-7N91 FAX aNA.1 SIN anMal7Ai,rnb,m rnm
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
*ATT.
POST TYPE 1
POST TYPE 2
FTG. JMIN.
(IN.)
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
EXP. B
EXP. C
EXP. B
EXP. C
4'
17'-0"
14'-4"
32
G
16
19'-2"
38
G
20
16'-4"
32
G
20
29'-11"
38
G
21
6'
2
2
2
2
5'
13'-7"
13'-4"
32
G
17
17'-2"
32
G
20
14'-8"
.32
G
20
26'-g"
38
G
22
T
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
s'
2
2
2
2
7'
9 8
' 11'-7"
29
G
18
14'-6"
32
G
22
12,-4„
32
G
22
22'_7"
38
G
23
s
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
17'4"
32
G
26
14'
3
4
2
2
13'
6-2"
8'-6"
32
H
21
10'4"
32
H
24
9'-1"
32
H
24
16-7"
32
H
26
15'
3
4
1 2
3
14'
4'-10"
8'-2"
32
H
21
10'4"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
26
16'
4
4
2
3
15'
4'-6"
T-11"
32
H
21
9'-11"
32
H
24
8'-5"
32
H
24
15'-5"
32
H
27
17' 4 5
16' 4 5
19' 4 5
20- 4 5
FOOTNOTE:'
REQUIRED SPACING MUHEADER AND OR MIN.
ALLOWABLE SLAB SPACING
2
3
16'
4'-3"
T-8"
32
H
22
9'-7"
32
H
25
8'-2"
32
H
25
14'-11"
32
H
27
2
3
17'
4'-0"
T-5"
32
H
22'
9'-4"
32
H
25
8,4„
32
H
25
14,-6„
32
H
27
3
3
18'
3'-9"
7'-3"
32
H
22
9'-1"
32
j H
25
T-8"
32
H
25
14'-1"
32
H
27
3
3
19'
3'-7"
7,_0„
38
H
22
8'-10„
38
. H
25
7,_6„
38
H
25
13'-9„
38
H
28
STOF POST
EXCEED
20
3'-4"
6'-10"
38
H
22
8'-7"
38
26
„
7'-4
38
H
26
13'-4"
38
H
28
JUL 15 201
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED V' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8, SHT. 24 FOR FREESTANDING
OR LESSER MUST BE USED
FOOTNOTE: `
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: KK
TOM CAMPS 8 SSOCIA ES, INC.
I LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 d 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 05828
SHEET 25 OF 30
REVISED BY: K.K. d D.P.
90.100 8 110 MPH
!Affil dS�-7N91 FAX aNA.1 SIN anMal7Ai,rnb,m rnm
30#-S.L.- 110 MPH FREESTAND & ATTACHED SOLID PATIOS/ COMMERCIAL 12' OR LESS EXP:B&( .
TRIBUTARY
90 MPH
7" I -BEAM
110 MPH
WIDTH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3"x8" BEAMw/INSERT
w
4'-0" SQ x
10' OR LESS
18" DEEP
OR 3"x8"BEAM
18" DEEP
ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
QS
�
:DO
Jim
oz
V—g
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
MAX.POST
SPACING
MAX.POST
SPACING
FREESTAND
ATTACHED
FREESTAND
ATTACHED
CL Z
SPACING
SPACING
FOR DBL.
FOR 3 x 8
SPACING
FTG.
MIN.
FTG
MIN.
FTGPOST
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
FTG.
MIN.
FTG
MIN.
f cn O
(IN.)
TYPE
(IN.)
POST.
TYPE
(IN.)
POST
TYPE
(IN.)
POST
TYPE
2x6.5x.032
BEAM
(IN.)
TYPE
(IN.)
TYPE
(IN.)
ST
POPE
(IN.)
POS
TYP
4•
6'-2"
20'-11"
41
J
24
F
13'-11
32
J
22
B
9'-10"
9'-10"
32
J
20
B
19'17'-11"
36
J
24
C/
5'
4'-10"
18'-9"
41
J
25
F
12'-5"
32
J
23
B
8'-10"
8'-9"
32
J
20
B17
"
36
j
2
�/25
C/
16'-1
6•
4'-0"
17'-1"
36
J
26
F
11'4"
28
J
23
B
8'-1"
8'-0"
32
J
21
B
15' 6"
36
j
2 Y26
C/
14'-8"
7•
3'-6"
15'-10"
36
j
26
F
10'-6"
28
J
24
B
7'-5"
7'-5"
29
J
22
B
14'-4"
36
J
26
C/
13'-7"
B
3'-1"
14'-10"
36
J
27
F
9'-10"
28
J
24
B
7'-0"
6'-11"
29
j
22
B
13'-5"
36
J
�/27
E/
-
91
14'-0"
36
J
27
F
9'-3"
28
j
25
B
6'-7"
6'-7"
32
J
23
B
12'-8"
36
j
�7
E/
2'-0"
10•
13'4"
36
j
28
F
8'-9"
28
j
25
B
6'-3"
6'-3"
32
j
23
B
12'4"
29
j
25-/
8
E
/
11•
12'-8"
36
8'-5"
28
J
26
B
5'-11"
5'-11"
32
J
23
B
11'-5"
29
J
25,-
E/
10'-10"
8
12'
12'-1"
36
tK
8'-0"
28
J
26
B
10'-1
29
J
2729
E/
RF
.,
11'-7"
36
7'-9"
32
K
27
B
10'-6"
36
K
2 29E13'-11„
14'
11'-2"
36
K
7'-5"
1 32
K
1 27
1 BI
110'-2"7..
36
K
2 29
E/
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EX
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
JUL 15 2010
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10. 20 & 30 psf
DURALUM PRODUCTS, INC.
jIAIA14.-;7.7n7i
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
ATTACHED
HORIZ WIND •
8269 ALPINE AVE., SACRAMENTO. CA 95626
REVISED BY: K.K. 6 D.P.
AY?
80.100 & 110 MPH
Fox 411:1.1574
SHEET 24 OF 311