09-0791 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: t=,09t--U0`0_0079.1
Property Address: 81883 PRISM DR
APN: 764-270-999-43 -300232-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 2035
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
SKIP FLORES
81883 PRISM DRIVE
LA QUINTA, CA 92253
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/23/09
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ I 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 _ 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:
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.) have read this application and state that the above information is orrect. I a ree to c y with all
city and county ordinances and state laws relating to building construction, an ereby ut orize r entatives
of this un y to enter upo the above-mentioned prope . pecti pu o s
e: 'nature (Applicant or Agent):
LQPERMIT i
i'm U
�
Contractor:?
D
Applicant: Architect or Engineer:
LA QUINTA PATIO COMPANY
C
?'
40133 CALLE LOMA ENTRADAI
� � 2 3 LUUJ
BERMUDA DUNES, CA 92203
(760),863-4335
i
Lic. No.. 449379 CF,C ` La+":`.Uf1dtA
-------------------------------------------------------------------------------------------------
' - LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Coeand my Licen is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
Licens Class: C51 Li : 449
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
,//r Q :1�
Date: L _2/ ntractor: -
issued.
1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
'
Code, for the performance of the work forwhich this permit is issued. My workers' compensation
OWNER -BUILDER DEC[ A AfiON
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law -for the
Carrier 1ST COMP INS Policy Number WEN0003727-03
following reason (Sec. 7031 .5, Business and Professions Code: Any_city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of .California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensa ' n provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labor Code, I tall forthwit mp with t os prov' ' s.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
--7-7 -
375�
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
ate:
- 1 1 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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGEI_ INI AWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE'COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
1 _ I 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 _ 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:
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.) have read this application and state that the above information is orrect. I a ree to c y with all
city and county ordinances and state laws relating to building construction, an ereby ut orize r entatives
of this un y to enter upo the above-mentioned prope . pecti pu o s
e: 'nature (Applicant or Agent):
LQPERMIT i
LQPERMIT
Application Number
. . . . . 09-00000791
Permit . .
. PATIO COVER PERMIT
Additional desc .
.
Permit Fee . . .
. 54.00 Plan Check
Fee
35.10
Issue Date . . .
. - Valuation
. . .
. 2035
Expiration Date
1/19/10
Qty Unit Charge
Per
Extension
BASE FEE
45.00
1.00 9.0000
THOU BLDG 2,001-25,000
9.00
----------------------------------------------------
Special Notes and
-------------------=----
Comments
153 S.F. ALUMAWOOD
LATTICE SHADE
STRUCTURE ATTACHED
TO -THE REAR OF THE
HOME. 2007 CODES.
----------------------=-----------------------------------------------------
Other Fees . . .
. . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary
-----------------
Charged Paid Credited
Due
Permit Fee Total
------------------------------
54.00 .00
----------
.00
54.00
Plan Check Total
35.10 .00
.00
35.10
Other Fee Total
1.50 .00
.00
1.50
Grand Total
90.60 .00
.00
90.60
POOL
81883 PRISEM EQUIPT.
PROPOSED ALUMAWOOD LATTICE SHADE STRUCTURE
21'-916"
- a -
6'
3X8 HEADER WITH
STEEL INSERT21'-a2" STEEL POST
IN FOOTING
16-58"
POOL
SPA
BACK YARD
UILDING &SAFETY C UINTA
APPR® DEP.
FOR CONSTRUCTION
PROPERTY LINE TYP.
DATE -Z: BYgX" `
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
(951) 74 T -2107
May 7, 2009
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 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 or at ticampbell(cDcharter ,net. should you
require additional information. E
9_
Sincerely, /��
) =o
No. 3
Exp. 3J
Tom Campbell, PE sj, CNI1.
- - � -- - - qtr-
Site Information
Owner's Name f �12L
Address fp_(_ /M ,
City/Town - L47_ au L cam( -,A
State
n
Bin n
KCVlewea, reauy ,v+ lV++«.•�••�
City of La Quinta
Called Contact Person
Building a Safety Division
P.O. Box 1504, 78-495 Calle Tampico
Truss Cities.
Permitti 1
La Quinta, CA 92253 - (760) 777-7012
1�
O� 1
Construction
Building Permit Application and Tracking Sheet
Project Address: T/ O
1 �/1
Owner's Name: S I'IC ( / r— CO 4—S
A. P. Number:
Mechanical
Address: '&g 3 op�,5k ,
Legal Description:
City, ST, Zip: L) //j"-,V'
Contractor: L /4(,)IA.)r� U f} %/(U
Telephone':
Grading plan
Project Description:
Address: -y0 - ( 3 3 Cl+LL IG.
L-o M A ii N T-ILA-pA
City, ST, zip: 1 N V I O C A a;Z O j
L U Lt,.� ,b
Telephone: % 6o - S 7 /{-c/�v q 3
15 k'" -72—>
State Lic. # : -q-7013 7 !
State
City Lic.
Plans resubmitted
Grading
Arch., Engr., Designer:
Review, ready for corrections issue
Address:
IN E{OUSE:-
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
A.I.P.P.
Project type (circle one): New Add'n Alter Repair Demo
State Lic. #:
Name of Contact Person: �J
�, o L F Sq. Ft.: #Stories: #Units:
Telephone # of Contact Person: '1(j _ - / 3 Estimated Value of Project:
School Fees
APPLICANT: DO NOT WRITE BELOW THIS LINE
# Submittal Req'd
Rec d TRACKING. PERMIT FEES
+
Plan Sets
Plan Check submitted Item Amount
rtAn Check Uenosil
Structural Calcs.
KCVlewea, reauy ,v+ lV++«.•�••�
Called Contact Person
Plan Check Balance
Truss Cities.
Plans picked up
Construction
Energy Calcs.
Plans resubmitted
Mechanical
Flood plain plan
2nd Review, ready for corrections/issue
Electrical
Grading plan
Subcootactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
H.O.A. Approval
Plans resubmitted
Grading
Review, ready for corrections issue
Developer Impact Fee
IN E{OUSE:-
Planning Approval
Called Contact Person
A.I.P.P.
Date of permit issue
Pub. Wks. App r
School Fees
'hotal Permit lees
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
GENERAL NOTES:
GOVERNING -CODES-:-----__
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 ZE
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-O-LEUM OR EQUAL PAINTED OR
ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO
ASTM A653, GRADE 40.
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.
32. SOIL ANCHORS SHALL BE LISTED IN ACCORDANCE WITH ICC -ES AC358 ACCEPTANCE CRITERIA.
NOTES: ALL COMPONENTS ARE INTERCHANC FARI F I IIJI F(Zc nrucDlAncM Kir„
MY 0 0 7009
N.-'
0.1
LA0
APPRO"` 1.
FOR CONSTRVED
UCTION
DESIGN LOADS: �ATE:� 9 BYy
11. RESIDENTIAL APPLICATIONS - CBC $ IBC CHAPTER 16, ENE)}X-6y. ATFR j
AND IRC APPENDIX H.
ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT, vv
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 B 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 $ 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 B AND C.
SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D.
DRAWN BY: K.K.
DATE: 5/052009
TOM CAMPBELL $ ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
SCALE: NONE
I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 $ 30 psf
DURALUM PRODUCTS, INC.
REVISED BY: K K 8 D P.
RANCHO CUCAMONGA, CA (951) 741.2107
GENERAL NOTES
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826F-
9f11MR11f1 MPH
lAlAl&R7-71171 FAY AnAm USIA ealaWlr4,rol,--
SHEET 1 OF 30
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
"A"
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
-} �0.
"O.H." NOT TO EXCEED 25% {J
OF SPAN
SOLID PANEL TYPES
POST AND A END BAYS.-
NOTE:
AYS-NOTE: EACH COMPONENT IS
CHANGEABLE WITH ANY OTF
COMPONTENT UNLESS OTHE
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H " NOT TO EXCEED 25%
OF SPAN
ATTACHMENT CHANNEL LENGT
SEE DETAILS AND Sy H OF STRU
MIN. 0.25" SLOPE PER FT. THE/'Rp ECT/oSE LessOHARIES
\ EO
SEE DETAIL FOR SPLICE
\
SEE SCHEDULE FOR
AOSTSP
POS SPACING
SEESCNFDC/NG
SQ. POSTS. SIZE VARIES
ULE,
3 1/2" SLAB ATTACHMENT
x
MAY BE USED WHERE
ALTERNATE:
PERMITTED,
SINGLE POST
SEE SCHEDULE
SEE SCHEDULE
MAX. HT.= 12'
STRUCTURES
OOTINGSCHWHERE REQUIRED
8269 ALPINE AVE., SACRAMENTO, CA 95826
E EDU LIFOR FOOTING
CUBE SIZE
F- MAY 0 61009
nr!!' "o" ArrAt�f_Jrn
Rill n ric+nA
/ ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
OPTIONAL: CANTILEVER BEAM
DRAWN BY: KK
SEE SCHEDULE FOR
POS SPACING
m
OH.NpTTO
25i OFSPAIV
x
SOLID PANEL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
-NOTE.uNO SPLICE AT THIS
POST AND AT END BAYS—
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
H CENG TIIOFSTRUC�RE vqR/ES
(Mq y NOT BE ENCLOSED
SEE DETAIL FOR SPLICE _—l' I
SEE DETAIL FOR SPLICE
/'OST SP OPTIONAL: CANT LEVER BEAM POST SP OPTI NAL: CANT LE
SQ. POSTS, SIZE VARIES SEESCHEO(/Lcj/VES SE POST SPACINE SCHEDULE OR = SQ. POSTS, SIZE VARIES SFESCNEDULSGS SE PST SPACING
SCHEDULE R
3 1/2" SLAB 3 112" SLAB
MAY BE USED ALTERNATE:INOTE
0 ?5 �OFSP XCEEO MAY BE USED ALTERNATE: O OSP� EkOE
TO CONSTRAIN SINGLE POST qN TO CONSTRAIN SINGLE POST ED
FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE
SCHEDULE C\ O SPLICE AT THIS SCHEDULE
C\ NOTE O SPLICE A THIS
D AT END BAYS. POST DAT END BtYS.
FOOTING WHERE REQUIRED `./ FOOTING WHERE REQUIRED —,/
SEE SCHEDULE FOR FOOTING CUBE SIZE /�/�l/ SEE SCHEDULE FOR FOOTINGICUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILFVER OPTION
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE �OAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY: K K & D.P
RANCHO CUCAMONGA, CA (951) 741.2107
STRUCTURES
HORIZ]VAND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 2 OF 3 0
90. 100 110 MPH
/ctrl d5 ? -pmt ?-pt Fdx dna -iFip <ale<nnrl"ral��m mm
I�
I
RAFTER, SEE TABLE
' • FOR SIZE
' AND SPACING+_ J
MAX. PRPROJ.
SEE SCHEDULE
\ MAX. O.H. ..
2s•_ 5.� 25% OF SPAN �
OPEN LATTICE TYPES
\S_ TjN NOTE: THIS OPEN LATTICE -TYPE STRUCTURE SEEE SCHEDULE /
MAY NOT BE ENCLOSED OR COVERED.
RAFTER, SEE TABLE
TOM CAMPBELL &ASSOCIATES, INC.'
FOR SIZE
"UVE.LOAD
-10, --10,20&30psf
AND SPACING
FXiSTNGSG'CO'NG
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.'
OF
"UVE.LOAD
-10, --10,20&30psf
STEM A MFG BY
PATIO COVERSY S ,
DURALUMPRODUCTS INC.4
_
.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND
MAX.-
- •� R.c.-25% OF SPAN •` /,
:�!`•`
.. ,
SCALE: NONE
SCALE:DBY•KK
.RANCHO CUCAMONGA, CA (951) 741-2107
MPH
lA1R1.A.57_7D21' FAX dlYL1F1A ;ealcWlrh —h, —p
-
•
BD. P.
-
,:90.100&,110
r _ POS HEIGHT
•-
• SEE SCHEDULE
6�G'
3 'f`
, . -
�
-
15
SEE
CH DULE
.4. ` �G �G•'-
O
•
O:::>..
v.
LENGTH OF STRUCTURE VARIES
16
' - •
OST WITH SIDE-
D'�Ryq
•
`-
PLATES SEE DETAIL
LENGTH OF STRUCTURE VARIES
- SFPTgd(FC�NG
&
•
3 /2" SLAB ATTACHMENT
. - p..
S l
POST WITH SIDE- -.
PLATES SEE TAIL
NOTE: EACH COMPONENT IS INTER- •
a MAY BE USED
TSP PERMITTED.
F �°
T�(FC�nG
CHANGEABLE WITH ANY OTHER
V�E
s
FT�(FC I\ SEE! CHEDULE
COMPONTENT UNLESS OTHERWISE SHOWN. _
tG
OTE: EACH COMPONENT IS INTER-
p
3 yr sue AnncHMeNT
MAY BE USED.NMERE
_
�� -�
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING C S1�E"-
GEABLE;WITH ANY OTHER
TENT UNLESS OTHERWISE SHOWN.
SFFT SaaC I
9s�F NG
'• PERMITTED:
SEE SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
�C- _
NOTE: THIS OPEN uTTICIE TYPE STR
MAY -NOT BE ENCLOSED OR. L` ,
�}B.
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
SCALE: NTS
_ - - P.7
TYPE "E" ATTACHED SIN GLE'SPAN
LATTICE STRUCT,
TYPE "F" ATTACHED
MULTISPAN
LATTICE STRUCTURE'
'
I
NO. 3794&
�g�p
-�L'_°
•A� J
1'IAY O b ����
• r
NOTE: THIS OPEN, LATTICE-TYPE,STRUCTURE
MAY NOT BE ENCLOSED OR COVERED. ;
-
1.1--
�ii77
MAX. PROJ.
' RAFTER, SEE TABLE MAX. PROD.
• FOR SIZE SEE SCHE U E
NOTE: THIS OPEN LATTICE -TY E CT
SEE SCHEDULE
,
. 4
AND SPACING
MAY NOT BE ENCLOSE ERE..
-
RAFTER, SEE TABLE ,
(rCI Y ` : " Q`, FOR SIZE
• O.H
MAX. O.H. -
25%OF SPAN'
...
G
AND SPACING—
O.H
�
. O
.0
PoSTSpgC'/N�G,G
•
A4
MAX O.H.
s�OlOVF
F
,-
25%OF SPAN
ST
Is-
.
_
'HEIGHT
-
• ,•9C�NG
OST HEIGHT
• +
'
• P6
O
SE
HEDULE
i
-
-
16
..
O
LENGTH OF STRUCTURE VARIES
G16
O�
j
POST CROSS-SECTI~
LENGTH OF STRUCTURE VARIES
Sc ST
SEE POST DETAI
-
POST CRO
!S-SECTI.N,- •'
6TgBCeC�NG
•
POST DET L
- w. �. •---" - :
`NOTE:
.. ... _
.. V ST
- _ •.
EACH COMPONENT IS INTER- -
pos M Y SLAB
USED
•
eFT��FGNG
.. ^
tiSEE
31rz" SLAB
MAY BE USED
CHANGEABLE WITH ANY OTHER
SFFT SpgC ` TO FOCOINT AI
Nc
A
70 CONSTRAIN
COMPONTENT UNLESS OTHERWISE SHOWN. ,
<F SCHEDULE
NOTE: EACH COMPONENT IS INTER-
SF STSp
FOOTING. SEE
CHANGEABLE WITH ANY
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOO -TING WHERE REQUIRED
COM ONTENT UNLESS OTHERWISE SHOWN.
.FOOTING WHERE REQUIRED ,
- SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
-
' SEE SCHED. FOR FOOTING CUBE SIZE
'TVDC IIr•,11 Gpr_P:cTAr.Inlr.,Ir: SIN(,I F RPAN I ATTICF STRUCTURE
TYPE "H" FREESTANDING"MUL:TISPAN,.
TTICE'STRUCTURE
DRAWN BY: K.K.
TOM CAMPBELL &ASSOCIATES, INC.'
OF
"UVE.LOAD
-10, --10,20&30psf
STEM A MFG BY
PATIO COVERSY S ,
DURALUMPRODUCTS INC.4
_
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
HORIZ. WIND
8269 ALPINE AVE., SACRAMENTO, CA 95826_
-
SHEET 3 OF 30
-
SCALE: NONE
SCALE:DBY•KK
.RANCHO CUCAMONGA, CA (951) 741-2107
MPH
lA1R1.A.57_7D21' FAX dlYL1F1A ;ealcWlrh —h, —p
-
•
BD. P.
,:90.100&,110
PANEL FASTENERS
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 #14 S.M.S. #14 S.M.S. #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
#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
90/100/110 MPH
"1 0 6 2009
EXPOSURE B & C
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.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
DRAWN BY: KK
TOM"CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO -COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED 'K P
RANCHO CUCAMONGA, CA (951) 741-2107
PANEL FASTENERS
HOR" WIND=
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
_ BY:K. 8 O
90. 100 & 110 MPH
IA1RI 457-7n71 PAY Ann -1.10
RAFTER SPA
f2-",�1 �65'i�
I�lAY
024"
—► 032"
042"
ALUM. ALLOY 3004-H36
OR EQUAL
L.L.= "T'
(PSF) (IN.) 0 o
16"
024,-2-
24"
16"
10 .032
24"
16"
.042
24"
16"
.024
24"
16"
20 .03224"
16
042 24""
16"
.024
24"
16"
30 .032
24"
16"
.042
24"
z 6 1/2" RAF
),100&110M
14'-11"
12'-2"
20'-1 "
16'-5"
24'-10"
20'-3"
10'-10"
8•_10••
14'-7"
11'-11"
18'-0"
14'-8"
9'-8"
T-11"
13'-1"
10'-8"
16'-2"
13'-2"
FOR OPEN LATTICE COMMERCIAL & PATIOS
TRIBUTARY WIDTH
8.0",
3„ 6.5
MAX. �I 2..
(FT.)
0. H.
.042"
11 12
ALUM. ALLOY 3004-H36
16 19 20 21
OR EQUAL
3 4 4 5 5
6 6
7 7 8
SEE NOTE BELOW
1'
d 3 x 8"RAFTER
7 7
c
10, 11 11 12
L.L.= "T' Q °� 90 & 100 MPH 110 MPH
5 6. 6 7 7
_F4"
—
02
��4"
o3z
16" 28,_5" 28'-5" 27'_8"
L
No, 37948
9 9
10 24" 23'-2" 23'-2„ 22'-6"
12 13 13 14
4'
— — —9 9
10 10
Exp.3
12 13 13 14 14 15
5'
— — — — —
11 11
12 12 13
13 14 14 15 15 16
T
ALUM. ALLOY 3004-H36 1
St C
OR EQUAL
R
0, 15 DBL. 2 x 6 1/2" RAFTER
H
L.L.=
"T'
°� 90, 100 & 110 MPH
(PSF)
(I N.)
N o EXPOSURE B & C
.024
16 21,_1,.
10
24" 17'-2"
16" 28'-6"
.032
24" 23'-3"
16" 15'-3"
.024
20
24" 12'_5"
16" 20'_7"
032
24"
16" 13'-9"
.024
30032
24" 11'-2"
16" 18'-6"
IA" 1 15'-1"
90/100/110 MPH EXPOSURE B & C
TRIBUTARY WIDTH
8.0",
CLEAR SPAN
(FT.)
0. H.
.042"
11 12
ALUM. ALLOY 3004-H36
16 19 20 21
OR EQUAL
3 4 4 5 5
6 6
7 7 8
SEE NOTE BELOW
1'
d 3 x 8"RAFTER
7 7
c
10, 11 11 12
L.L.= "T' Q °� 90 & 100 MPH 110 MPH
5 6. 6 7 7
(PSF) (IN.) N 6 EXP. B& C EXP. B EXP.0
9 9 10
16" 28,_5" 28'-5" 27'_8"
3'
.042
9 9
10 24" 23'-2" 23'-2„ 22'-6"
* NOTE: SINGLE RAFTERS SPACED 16" O.C. MAYBE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAY BE USED AT 48" O.C. WHEN DOUBLED.
DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K & op.
.042 16" 1 20,-6" 1 20,_6" 1 20'_6
20 1 24" 16'_9" 16'-9" 1 16'-9"
042 1 16"1 18'-6" 1 18'-6" 1 18'-6"
30 1 24" 15'-1" 1 15'-1" 1 15'-1"
LIVE LOAD =
10, 20 & 30 psf
HORIZ WIND =
_90. 100.& 110 MPH
PROJECTION
SPAN
O.H.
TRIBUTARY TRIBUTARY=
zz
WIDTH 112 SPAN + O.H.
L NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS; INC. 2- ---
8269 ALPINE AVE., SACRAMENTO, CA 95826
(alai a51-7mi PAY AMA UTA�n awe -m SHEET 7 OF 30
TRIBUTARY WIDTH
TABLE
CLEAR SPAN
(FT.)
0. H.
6 7 8 1 9 10
11 12
13 14 15El
16 19 20 21
0
3 4 4 5 5
6 6
7 7 8
9 10 10 11
1'
4 5 5 6 5
7 7
8 8 9
10, 11 11 12
2'
5 6. 6 7 7
8 8
9 9 10
11 12 12 13
3'
— 7 7 8 8
9 9
10 10 11
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
DRAWN BY: KK TOM CAMPBELL & ASSOCIATES, INC.
DATE: 5/052009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107
REVISED BY' K K & op.
.042 16" 1 20,-6" 1 20,_6" 1 20'_6
20 1 24" 16'_9" 16'-9" 1 16'-9"
042 1 16"1 18'-6" 1 18'-6" 1 18'-6"
30 1 24" 15'-1" 1 15'-1" 1 15'-1"
LIVE LOAD =
10, 20 & 30 psf
HORIZ WIND =
_90. 100.& 110 MPH
PROJECTION
SPAN
O.H.
TRIBUTARY TRIBUTARY=
zz
WIDTH 112 SPAN + O.H.
L NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS; INC. 2- ---
8269 ALPINE AVE., SACRAMENTO, CA 95826
(alai a51-7mi PAY AMA UTA�n awe -m SHEET 7 OF 30
HANGER'CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1.5 "
t= 0.04"
q b WALL
`' FASTENERS
1.75" O
ROLLFORMED HANGER
R.F. OR EXT. HANGER
CHANNEL, 2x.OR 3x
281"
ALUM.ALLOY
6063-T6
.060"
11 IF
EXTRUDED HANGER CHANNEL
UM. PANELOR
AT EA. CONTACT
WIND
RAFTER SIZE
ALUM. RAFTEE R
ROOF PANEL
CONTINUOUS A- RAIL
(WHERE OCCURS)
LL=20
FASCIA BOARD
EXIST. EAVES, RAFTER
ALLOWABLE PROJ.:-
EXISTING EAV
SEE TABLE BELOW
OVERHANG
I
I
XISTPNG'EAVE CONNECT-1ON ( 2,,,)
WALL FASTENERS
SEE TABLE
25"R
#14 SMS @ PANEL
LOCKS OR #8 SMS
AT EA. CONTACT
WIND
RAFTER SIZE
AT 2x FASCIA
ROOF PANEL
CONTINUOUS A- RAIL
(WHERE OCCURS)
LL=20
ALUM.ALLOY
16" O.C. CELL AT FASTENER) OR CONC.
r 6063-T6
#14 SMS @ EA. CONTACT
w
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGERC
}� 2.740" —
I T=.060"
WALL FASTENERS
SEE TABLE
APPROVED 3" OR 4"
INSUL. ROOF PANEL
EXIST:-RAF_TER'_---~'`
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
RAFTER SIZE
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
LL=20
W/ SIMPSON A35
16" O.C. CELL AT FASTENER) OR CONC.
1
1'-6"
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL 30
w 90
2'-0" 11'-8" 8'-8"
A BorD
BorD E E E J J K
M 100
5'-6"
BorC BorD
Bor0 E E E J J K
1,10
24" O.C.
D BorD
BorD E E E J J K
14'-0"
DESCRIPTION OF LAG SCREW (SEE NOTE BELOW)
FULL
A=3/8" O x 1 1/2" @ 12" O.C.
'J=3/8"Ox1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRET
wo
B=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
w¢
0 x 1 1/2" @10" O.C.
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
wC=7/16"
cnUJ Na
D=7/16"O x 1 1/2" @ 12" O.C.
LLF
E=3/8"O x 4" @ EACH STUD
SAME CONNECTION'S.
F=7/16"O x 4" @ EACH STUD
EXIST:-RAF_TER'_---~'`
DRAWN BY: K:K
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"
115'-8„
13'-10"
9'-3"
2'-0" 11'-8" 8'-8"
5'-10"
O.C.
V-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.
2,-0"
17'-6"
14'-0"
9'-6"
FULL
__t2"x8"
24" O.C.
2'-0"
29'-3"
25'-0"
16'-9"
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
USE:
(2)-3/8"Ox5" 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
1.8
UJI NO.
Exp.3
1
4AY 0 6 2079
10# L.L.=(2)#14 SMS EA. SIDE
I1 1/2" 20#/30#L.L.=(2)#14 SMS EA. SIDE 3/16"
/,U-BRACKET � 0 STEEL
3/4" OR 1 1/2"
I 2" x 6 1/2" OR
5" MIN. 3" x 8" ALUM. <
RAFTER
I
/4" OR 1 1 /2'_
\ EXISTING WOOD STUD FRAMING
W
N
0
0
O
m
A
N
0
0
#14 SMS T&B
r AT 12" O.C.
6 1/4"0 HOLES,TYP.
0'ap_'_ NOTE: PROVIDE WATER
PROTECTION,METAL FLASHING
r CAUCK JOINTS AND SLOPE
TO DRAIN
AL BRACKET AT EVERY 2x
1 1/4"
EAVE LEN,
„L„
\ 1 FOR SPAN SEE ALLOWABLE
DECK/RAFTER SPAN TABLE
DRAWN BY: K:K
�1 12x6 OR 2x8 LEDGER
)\
2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
RAFTER
2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
(2" MIN. PENETRATION INTO
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
(3)-#14x31/2" W.S. PATIO COVER
EXISTING WOOD STUD)
ATTACHMENTS
HORIZ. VIAND =
8259 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
RAFTER TO
WALL CONNECTION
O
90. 100 &,110 MPH
119191 AS7.7n7i cnx enIA.IiQ o<r1.v„=o�R, �„�,
NOTE: PLACE "SIKAFLEX"OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL NOTE: BRACKET
MAY BE MOUNTED
O BRACKET CONNECTION BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K:K
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LonO=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
HANGER CHANNEL
AND BRACKET
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
<SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
HORIZ. VIAND =
8259 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 8 OF 30
REVISED BY:. K K. & D.P.
90. 100 &,110 MPH
119191 AS7.7n7i cnx enIA.IiQ o<r1.v„=o�R, �„�,
COLUMN/ POST TYPES=&_SURFACE MOUNT ATTACHMENT DETAILS
2
3rt
„ "
3.00"SQ. .024" #10 sMs �-�1 OCA- 3.00" SQ. I�
F(-
032" A. SI G.
EA. SIDE.
6.5" O .075'
-- I M14"R. 040" ALUM.
032" .048"STEEL
G =3" Q.xt=.188"`�
H =3"SQ.xt=.210'�
11
J=4"SQ.xt=.188 1 1
K=5"SQ.xt=.188':.
O" � 5/8" PLASTIC PLUG/ •28 O
3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 MAG POST SQUARE r
WITH SIDE PLATES _�OD ALUM. A O 3004-H36 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 2 ALUM -ALLOY 3004-H36-�' 3' SQ. STEEL POST STM QE GRADE 40
I ASTM 653 4 ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR
z.0"
6063-T5 2.40"
1.375" q 7/16"OHOLE .56" 2 FLANGES
0 . 75" 2 1/8" APART
ASTM GRADE 36 STEEL 1.125' 2.5"
0 75" 75" BASE FLARES
157" TO 3"WIDE EA.
1.60" TYP _ __ _ SIDE OF FLANGES
1.5 USE FOR 3" 1.75'
INSTALL WASH. PLATE .090„ TYP. POST ONLY Sy} 50
1%B' x 5/16" x 5Y2" WHEN USING Z 1-7/16"0 HOLE
IN 110 MPH WIND AREA2- 5116"O HOLES & 2-3 8EHOLE S
.090" BRACKET FOR 3" POSTS
ALUM ','T -"BRACKET STEEL "T" BRACKET 5
T=.060" TYP
' -3/8" LAG SCREWS OR MAY 0 6 2009
�4;-1/4" LAG SCREWS
(2.5" PENE. INTO EA. STUD)
1 fJ
ALUM. ALLOY
6063-T5
"H" BRACKET
H
X
W
I
3"'x 8" -ALUM. RAFT. BRACKET
3" xZALUM.�HEA!ERHEADER,
a
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 I
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
"
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
POST TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO,'CA 95826
REVISED BY' K K R D P
,
80. 1008 110MPH
SHEET 9 OF 30
a
COLUMN / POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS
ALUM.TBRACKET USE WITH
1 POST TYPE 8,C,D, OR E. STEEL POST ONLY:
T' BRACKET STEEL.TBRACKET USE WITHr\F
USE POSS TYPE (3}5/8"0 BOLTS
POST TYPE B,C,D,E,F,G.H,J OR K.I �
F, G,"H, J OR K FOR POST TYPE J
@ 3"SQ. POST W/ ALUM.TBRACKET:1
3"SQ. POST 3- SO. POST
(2)-#12 SMS EA. USE 2 3/8-0 HILTI
( I
SIDE OF POST OR
KWIK BOLTS OR EQUALi ; (2 -112"0 BOLTS 16"INSERT
' 114" M.B. THROUGH STEEL.TBRACKET: � FOR ALL OTHERPOST SEE NOTES BELOW USE (2)-3/8"0 HILTI KWIK CONDITIONS 4 5•, x .188"
BOLTS OR EQUAL I I ASTM A3(2)-3/8"0 HILTI "KWIK"" (2- MIN. EMBEDMENT DEPTH\I STEEL
BOLTS, OR EQUAL, EACH FOR KW K BOLTS r n r 1
BRACKET TO SLAB.
MINIMUM DISTANCE TO
EDGE OF SLAB = 2-1/2"
SLAB SHALL BE IN
GOOD CONDITION
i
3 1/2" MIN.
EXISTING SLAB_
ATTACHED
ALTERNATE FTG
CUBE SIZE
SQ. 18" DEEP
' CUBE FTG.
181.
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26°
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ..
28"
32"
43" SQ.
30„
34"
47" SQ.
.32"
36"
51 ". SQ.,
34„
38" ..
:.: •55" SQ.
37„
40
60". SQ, ..
39
42":'�:
::r 64" SQ:.
.41"
44",
69" SQ.
43"
CUBE FOOTING W/ 3 1/2" SLAB
POURED CONCRETE
FOOTING SEE NOTE
FOR SIZE
SEE F001
SCHEDUL
_3" SQ. POSTS TO CONC. FOOTING
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" 8 24" CUBE
(2)-1/2"0
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.
OF
NOTES:
1. DO NOT USE ALUM. "T'
BRACKET WITH 3X8 BM.
W/INSERT, MAG. BEAM, 4" OR
7" I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE, 2"X
J(;" X 0' -SK" AT STEEL "T"
BRACKET.
3. POST TYPE F
DO NOT USE STEEL "T
BRACKET W/7" [-BEAM.
NOTES: ALL - COMPONENTS ARE INTERCHANGABLE UNLESS OTHERWISE NOTED
S
3" SO. POST (STL.)
OR FLUTED
OR 4" SO. POST (STL.)
INSERT
PL.5/8'7HK. X-'
1 1/2" 8" 1 1/2"
WELDED STEEL BASE PLATE 1'
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" B. C. D. F, G. & H
i9AY 0 E 209 ING
BASE E PLATE DANCHOR
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
:E:SS�oe- (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
/�T�_ 9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
C'�44 X (4 3/4" EMBEDMENT DEPTH )
No. 37948
DRAWN BY: KX
TOM CAMPBELL 8 ASSOCIATES, INC.LIVE
COLUMN
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 830 psf
DURALUM PRODUCTS, INC.
I/AlAld.10-7n7i
SCALE:. NONE
RANCHO CUCAMONGACA (951) 741-2107
,
AND EMBEDMENT
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHFFT 10 l)F 30
R EV7fiEO BY* K K & OP.
90. 100 & 110 MPH
FCX dlTL1A1A cal>clnlrL,mL,m mm
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
2.00" SPLICE WHERE
1.79" OCCURS SPLICE WHERE
OCCURS
in 4.6"
(6 73" 2.57" 4.s'
2.19" 2.04• — 065•
2.08" 065"
2.04• rYP.
TYP. L i
4.0000•
2.7"
.038" R.F. GUTTER ALUM. ALLOY
FASCIA -ALUM. ALUM. ALLOY 6063-T6
ALLOY
6.53
so63 T
ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O
SPLICE WHERE
OCCURS
ALUM. ALLOY
6063-T6
MAG BEAM
3.00" SQ.
_11.0m—
ZR
.I1.0 "
Z14"R
TYP.-
28"
ASTM A653 GRADE 40
O3" SQ. STEEL BEAMO
4.. � - f 6.5" � I 3.0"
SPLICEI�—
L— 3i, _I 2 6.5" MAX ._ I 2" c
f
oat°
WHERE 4" SPLICEWHERE .024
070' "
OCCURS _ OCCURS —�' �— .032"
TYP. .042" .032"
—110"
TYP.
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. AL6OY OR EQUAL
6063-r6 F O
4" 1 -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM K
l�ALTERNATE
3.0" � 1.25" STEEL C -BEAM FOR ALUM. I -BEAMS
-- \ MAX. 3" 6., 625'
I 1
} 4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
% i f— .042" 11 H, Ay
_� .042" " T= 14 GA. 7 I -BEAM = 12"x 3 1/4" x 12 GA. STEEL
g„
! I 7.875 ASTM A653 GRADE 50
625" � F–
ALUM. ALLOY 3004•H36 ALUM. ALLOY 3004-H36 L .
L� fT
No.3 948
OR EQUAL O! ) OR EQUAL M --I 2.875" N Exp. -2r
3 8 � M W TL. IN ERT _ O 3 x 8 BEAM O
3 x 8 BEAM / S. S DBL. 3 x 8 BEAM
-- STEEL INSERT CIVIC-
_
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: SI05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
BEAM T YPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVISED BY: K K & D P
,
90. 100 & 110 MPH
fC1R1 457-7(171 FAX Ani—is1R —I n5 rt—l— mm
. SPLICE DETAILS 11 1 BEAM TO POST DETAILS 12
SIMPLE SPLICE
FULL MOMENT
I I I I
I
(80 S IVI S. II #12 S.M.S. II
TYP. THICKNESS =.035' (24 TOT TYP. THICKNOSS =.035"
11
6.38"
II � II
ALUM. ALLOY 3004-1-136 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 I -BEAM ALUM ALLOY
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. ((}6061-T6) ALTERNATE
I- Y-1 TOTAL= (8}1/2'0 BOLTSiA Y O b LOU(�L C -BEAM
SPLICE WHERE 4„
OCCURS
--.070"
TYP.
ALUM.ALLOY
6063-T6
4" I -BEAM
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
OCCU;
ALUM.ALLOY
6063-T6
7" I -BEAM
MOMENT C -SPLICE
(2)#10 S.M.S.@ EA.
VALLEY, TYP.
NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SO. POST,CONNECT WEB
TO POST W/(2)-1/70
THRU-BOLTS
SO. POST'
lk BEAM TO POST CONN.
No. 7948 m
(p.
c 11. #12 METAL BACKED,
NEOPRENE WASHERED
O TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
RO F PANEL
4"x3" ALUM. "' BM. OR (4)-1/4"0 M.B. BEAM
7"x4" ALUM. "I" BM. TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE -� If
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
SPLICE DETAILS
HORIZ. VNND =
8269 ALPINE AVE., SACRAMENTO, CA 95626
REVISED BY: K K 8 D P
90. 100 & 110 MPH
!p1(i1 457-7f171 FAY 4f11.15iR
SHEET 12 OF 30
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDBORD) 3"x 8"x.042" BEAM,'
, `r
3" SQ. STEEL OR • (2)-#14 S.M.S. EA. SIDE (4}TOT.
MAG BEAM.
#14 S.M.S. TOP & BOTT. (2) -TOT.
2-#14 x 12" S.M.S. EACH SIDE OF 3" #14 X 1/2" S.M.S. TOP
SD. POST (4 -TOTAL) ' & BOTT. (2}TOT. 1 1/4" ,
_ ALTERNATE: 1/4"0 BOLT W/ WASHER' _ -
EA. SIDE OF 3" SQ. POST
5 , =ROOF PANEL –• – 4" 6 1/2"
1.1
47 1 1a, - 't ROLLFORMED OR
I - - EXTRUDED GUTTER -
.75
i a
x.50"� •. .y • - -
PATIO COVER SYSTEM AS,MFG. BY;
(4)-#14 SDS @ EA. SIDE
FASCIA-
-DRAWN BY: K.K,_�.
1/2"
BEAMIO POST
ALUM. BRACKETX
'
—+
1 -
'+
t = .040" 3004-H36'ALUM:
ATTACHMENT.
(4) - #14 x 3/4" TEK SCREWS '
TOP & BOTT. TOT.=16'
#14 S.M.S. @12"O.C.
BRACKET TO RAFTER
.SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
'
'
90, 1008110 MPH.,;,.
ra�a�eg?•Jr»1„FOx M4'IR1A,.�oc(nlr4inlum rnm
2.35"
3., SO. POST
A,
,.
..
o
2.
1„
..
O{
2.750'
(4 ,#14 x 3/4" TEK SCREWS OR (6).#10 x 3/4" TEK
SCREWS
• BRACKET TO BEAM -
U' BRACKET -RAFTER TO BEAM;.
O
�'�''
.024"RAFTER
Y
24114 x 12" S.M.S. EACH SIDE OF 3" • ,
SO. POST (4 -TOTAL
BOLT
-_
ALTERNATE: 1l4"0 Wr WASHER
EA. SIDE OF3"SO. POST
RAFTER "TAIL" TO GUTTER 15
3" X 3" ALUM. OR
- -
'STEEL POST
r
3.00"
3' SO. POST
14
3125"_FOR 3 x RAFTER
OR .240"
-
H - BRACKET TO POST'
2.125'"FOR: ix RAFTER _•
GUTTER FASCIA a —
MAG BEAM • 3" SO. POST •-
3"SQ. STL. BEAM, 1 3 ALUM. ALLOY 3003-H24 'L� Y 3003-H24
• � _,f�� •1:50" 1.50„
018,
018,
f P1
2"x3" LATTICE TUBE '1 1/2" SQ. OR
2" L'ATTICE•TUBEN O
�#8 x 2 "SMS, 2 1/2"
( OR 3 1/2",TYP.
` 1 1/2" OR 2" SQ. OR 2"x3" LATTICE
— — — -- — @ 3"O.C. MIN. UP TO 7"O.C:MAX O
RAFTER w ~ No. • 7948 r n
( Exp. 3
LATTIGE�TUBE T07RAFTER
cP CNI1-
17
• r `
PATIO COVER SYSTEM AS,MFG. BY;
`–
-DRAWN BY: K.K,_�.
1/2"
BEAMIO POST
t = .040" 6063-T6
'
i
DRAWN 052009 '
t = .040" 3004-H36'ALUM:
ATTACHMENT.
(4) - #14 x 3/4" TEK SCREWS '
8289 ALPINE AVE., SACRAMENTO CA 95826
BRACKET TO RAFTER
.SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
'
�1/2" MIN.
90, 1008110 MPH.,;,.
ra�a�eg?•Jr»1„FOx M4'IR1A,.�oc(nlr4inlum rnm
I0
A,
,.
o
O{
2.750'
(4 ,#14 x 3/4" TEK SCREWS OR (6).#10 x 3/4" TEK
SCREWS
• BRACKET TO BEAM -
U' BRACKET -RAFTER TO BEAM;.
O
�'�''
• r `
PATIO COVER SYSTEM AS,MFG. BY;
`–
-DRAWN BY: K.K,_�.
_`TOM CAMPBELL &ASSOCIATES, INC
BEAMIO POST
LIVE LOAD ='
•
DURALUM PRODUCTS INC ;-
-
DRAWN 052009 '
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT.
10, 20 830 psr
HORIZ. WIND =
8289 ALPINE AVE., SACRAMENTO CA 95826
.SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
'
90, 1008110 MPH.,;,.
ra�a�eg?•Jr»1„FOx M4'IR1A,.�oc(nlr4inlum rnm
SHEET 130E 30-r:
REVISED BY: K.K. A D.P.
,.
• r `
:RAFTER ..CONNECTION DETAILS '
LATTICE BEAM TO,POST_CONNECTION.'
' _
1 1/2". OR 2"LATTICE 1 '
#8 S.M.S.
r • �j BEAM SPLICE TO
Y OCCUR DIRECTLY OVER 5/8"-0 PLASTIC
I POST. NOT PERMITTED PLUG WHERE,
ALTERNATE,1/2" - DOUBLE RAFTER-
BOLT CONNECTIO PLAN 2
ALTERNATE:
-i 6 SCREWS I @ 2-POST UNITS SCREW IS INSIDE
PER SIDE
5" 5" #14 SMS MAY
4-#14 S.M.S. EACH
BE USE AS
• RAFTER TO COL.
-- CONNECT: (8-TOT.)
-
3.5° 3.5" ALTERNATE TO ,
-
- 1/4"0 BOLTS
'T--
8" BEAM
..5
_
OR I
-- - -- '"
6414 SMS EA.
I o
SIDE' I' I 6 1/2" SIDEPLATE EA.
3"x WSTL•.POST (24") .I ALTERNATE : ,
INSERT ATTACHED OR (2)-2x6.5" OR `
3"x`3'•STL:POSTCOLUMN I (2)-3"x8"HEADER
FOR FREESTANDING
y )L L (2)-1/2"BOLT
M
I
#14 SMS EA. SIDE I I SIDE SEE POST SCHED. 11,00
TOP, MID HEIGHT `
AND-BOTTOM.. .+•------ -
3'SQ,POST BETWEEN SIDE ry ,
BEAM - _POST CO�NNECTLON - — -
2 x s.s" SIDEPLATE�•
t - `
19
:. DBL. RAFTER / DBL. HEADER CONN. -
-
POST SCHEDE
U 21
nA
_.
z 6
,•_
^•
3 SQ. z 0327;+(2) 2' 1/2" x'024", 3" SQ. x .032" + (2)-2" x 6 1/2" x.032
_l W/ (6)=#14 S M'S;EACH SIDE 2 W/ (6)-#14 S.M.S. EACH SIDE.
r
�' f -U-SE-ON-CONC>SLAB
ONLY USE ON CONC. SLAB OR FOOTING
• .- .. _ _
EXIST.
SHEATHING p
MAY 0 6 009 ;
#8 S.M.S'. EACH SIDE. • Y .
U
LATTICE 1 1/2" OR 2"
' + '
J
\;
2"x6" LEDGER (NEW OR EXIST.) ' ®¢��
X i� t •�r'QS''
w (2) 3/8" LAG SCREW
e
• '��33
2"x6.5" OR 3"x8" RAFTERcQ
? ;�y
__ ALTERNATE: 1/2" BOLT `
��
— ' r 1
ui~ No. r
7948
Exp. 3 31
• ALTERNATE: -
} ' -
CIVI
2)- #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION (4-TOTAL)
EXIST. TCO OR EQUAL
ALTERNATE:
2.5" PENE.INTO EACH WOOD STUD '
(2)- 2x6.5" OR (2)-3•'x8'• HEADER
` ALTERNATE:
_ _ .. _ _ _ - - _ _ _ _ • - _ .- - _ _ _ _
3•'x3"x0.024" •� '(1)' 1/2" BOLT OR
CONNECTOR (2)-#14 S.M.S. EACH RAFTER
EXIST'STUCCCI / LEDGER ATTACHMENT DETAIL
STUB COLUMN TO DOUBLE HEADER CONN.
RAWN BY: K.K.
CAMPBELL&ASSOCIATES, INC.
LIVE LOAD=
PATIO COVER SYSTEM:AS MFG. BY:
'
toTOM
DATE: 5/05/2009 -
''
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING'
RANCHO CUCAMONGA, CA (951) 741-2107
''
LATTICE
CONNECTIONS
10, 208 30 psf
HORIZ.' VNND'=
DURALUM PRODUCTS, INC.SCALE:'NONE
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. 9 D.P.'
90. 1008 110 MPH
/Ai H1 d.57-7n71 FAY dmv;iq calcc6lAva�..m mm
SHEET 14 OF30
10# L.L. 90 MPH FREESTANDING
& Al
}
:D p
~
MAX.COL.
SPACING ON SLAB
6.5" ROLLFORM
4" I -BEAM
F
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
IN.
( )
MIN.
POST
TYPE
FTG.
( IN.)
MIN.
POST
TYPE
FTG.
IN
(IN-)
MIN.
POST
TYPE
FTG.MIN.
INPOST
(IN.)
TYPE
4'
17'-0"
13'-9"
32
F
19
B
17'-6"
32
G
21
B
5'
13'-7"
12'-4"
32
F
20
B
16'-3"
32
G
22
B
6'
11'4"
11'-3"
29
F
21
B
14'-11"
32
G
22
B
7'
9'-8"
10'-5"
29
G
21
B
13'-10"
32
G
23
B
8'
8'-6"
9'-9"
29
G
22
B
12'-11"
32
G
24
B
9'
T-7"
9'-2"
29
G
22
B
12'-2"
32
G
24
B
10'
6-9"
8'-9"
29
G
22
B
11'-7"
29
G
24
B
11'
6-2"
8,-4 ,
29
G
23
B
11'-0"
29
G
25
B
12'
5'-8"
10'-6"
29
G
25
B
13'
5'-2"
10'-2"
32
H
25
B
14'
4'-10"
9'-9"
32
H
26
B
15'
4'-6"
9'-5"
32
H
26
B
16'
4'-3"
9'-2"
32
H
26
B
17'
4'-0"
8'-10"
32
H
27
B
18'
T-9"
8'-7"
32
H
27
B
19'
T-7"
8'-5"
38
H
27
B
20'
3'4"
8'-2"
38
H
27
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.
SEE ALTERNATE FOOTING TABLES
4.5" / MAG GUTTER
MAX.POST
SPACING
FREESTAND
FTG. POST
(IN.) TYPE
ATTACHED
FTG. POST
(IN.) TYPE
13'-10"
32
F
19
B
12'-5"
32
F
20
B
11'-4"
29
F
21
B
10'-6"
29
G
21
B
9'-10"
29
G
22
B
9'-3"
29
G
22
B
8'-10"
29
G
22
B
8'-5"
29
G
23
B
Exp.
MAG BEAM
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
POST
TYPE
FTG.
(IN-)
POST
TYPE
12-7"
32
F
19
B
11'-8"
29
F
20
B
10'-10"
29
F
21
B
10'-0"
29
G
21
B
9'-4"
29
G
22
B
8'-10"
29
G
22
B
8'-5"
29
G
22
B
8'-0"
29
G
23
B
T-8"
29
G
23
B
T-4"
32
H
23
B
T-1"
32
H
24
B
6-10"
32
H
24
B
6'-8"
32
H
24
B
6-5"
32
H
24
B
6'-3"
32
H
25
B
6'-1"
38
H
25
B
5'-11"
38
H
251
B
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE BNEFIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
3" SQ. STEEL
BEAM
MAX.POST
SPACING
FREESTAND
ATTACHED
FTG.
(IN.)
MOST
TYPE
FTG.
(IN.)
POS
TYP
13'-7"
32
F
21
B
12'-2"
32
F
21
B
11'-1"
29
F
22
B
10'-3"
29
G
23
B
9'-7"
29
G
23
B
9'-1"
29
G
24
B
8'-7"
29
G
24
B
8'-2"
29
G
25
B
T-10"
29
G
25
B
T-6"
32
H
25
B
T-3"
32
H
26
B
T-0"
32
H
26
B
6-10"
32
H
26
B
6'-7"
32
H
26
B
6-5"
32
H
27
B
6'-3"
38
H
27
B
6'-1"
38
H
27
B
..,.....---....._..--
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
soLID
POST SPACING TABLE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 & 30 psf
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 15 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
AND ATTACHED
90.100 8 110 MPH
/01f.1 d5�_7f1�i FOX df1:LtFiO miou;,ln„9i„�„ n„+,
REVISED BY: K.K. 8 D.P.
30# S.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP.B&(
w
QS
I—I—
o
co
JL)m
O Z
U-5
O_ z
cn O
T' I -BEAM
110 MPH
WIDTH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
3"x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FOR DBL.
2x6.5x.032
MAX.POST
SPACING
FOR 3 x 8
BEAM
FREESTAND
ATTACHED
MAX.POST
SPACING
18" DEEP
FREESTAND
ATTACHED
FTG.
(IN.)
MIN; .
TYPE
FTG
CIN.)
M)N,:
TYPE
FTG.
(IN.)
MIN'
TYPE POST
FTG
(IN.)
MIN.
TYPE POST
FTG.
(IN.)
MIN•
ST
TYPE
FTG
(IN.)
MIN.
DST
TYPE
FTG.
(IN.)
MIN.
POPE
FTG
(IN.)
MIN.
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'-0'
/
17'-11'
36
J
21
Y24
C
/
51
4'-10"
18'-9"
41
J
25
F
12'-5"
32
J
23
B
8'-10"
8'-9"
32
J
20
B
17'-Ofi 1
36
J
2�5
C/
6'
4'-0"
17'-1"
36
J
26
F
11'-4"
28
j
23
B
8'-1"
8'-0"
32
j
21
B
36
J
26
r
3'-6"
15'-10"
36
�J
26
F
10'-6"
28
j
24
B
7'-5"
7'-5"
29
�
22
B
14 4
13'-7'
36
�6
C/
B-
T-1"
14'-10"
36
j
27
F
9'-10"
28
j
24
B
7'-0"
6'-11"
29
j
22
B
- f1
--f12'-8"
36
J
�7
E/
91
14'-0"
36
j
27
F
9'-3"
28
j
25
B
6'-7"
6'-7"
32
j
23
B
12'-8"
2'-0"
36
�7
E/
10•
13'-3"
36
J
28
F
8'-9"
28
J
25
B
6'-3"
6'-3"
32
J
23
B
12'-0" .
29
J
2 28
E/
11'
12'-8"
36
j
28
F
8'-5"
28
j
26
B
5'-11"
5'-11"
32
J
23
B
11'-50'-10"
29
J
2%8
E/
12'
12'-1"
36
j
29
F
8'-0"
28
j
' 26
B
10'-1
29
2 29
E10/
13'
11'-7"
36
K
29
F
7'-9"
32
K
27
B
10'-6" 11
36
K
26
E
/
14'
11'-2"
36
K
29
F
7'-5"
32
K
27
B
10'-2"7..
36
KT
g��9
229
E/
. FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B —J;�— FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
3'-4" SQ x
T-6" SQ x
4'-0" SQ x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE NG
POST SPACING TABLE
FREESTANDING
10, 20 8 30 Psf
DURALUM PRODUCTS, INC.
[QlAl
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741.2107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. 8 D.P.
..,., , ......
90.1008110 MPH
d57 -7n71 rex en:l.lfilQ oo1oc(n1d—I.— mm
SHEET 24 OF 30
I
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
cur .n CnD AT Af'WClt z QUT 9a PnR PRPPSTAmm NC,
No.
Exp._
,o IIAT 0 LuuJ
• FOOTNOTE: '
`COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING-
•}?nn0 �_ m -
~ -
FOOTNOTE: ',SAMPLE"
FIGURE INDICATES EXPOSURE B _`C_7'
FIGURE INDICATES EXPOSURE'
q
iADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE'SHOWN INDICATES EXP. B & C.•
10# L.L.- '90 MPH: FREESTAND'A ATTACHED OPEN,- LATTICE PATIOS 12:. OR LESS EXP.•BA C
TOM CAMPBELL & ASSOCIATESr IN ..
�-
a F
o
ca
r
U Z_5 m
¢
Q. z
2 U) O
3" SQ..STEEL
BEAM
DATE: 5/05/2009
DBL. 3"x8"x.042"BEAM
-POST SPACING TABLE
FREESTANDING
2B a 3o pst
10;!VE
DURALUM PRODUCTS, INC. a .•
DBL.2"x6.5"x.032'-''BEAM
OR 3"X8"BEAM
•
SCALE: NONE
�
7 „
' 3'x8 BEAMw/INSERTS
HORIZaWND'=
_
'.
'
.
?
FOOTNOTE:
HEADER
REQUIRED
ALLOWABLE
OR
'
I¢- F
FOR
MINIMUM
TYPE
ATTACHED
NO.
D
PATIOS : -
OF POST
FOOTNOTE: '
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT
MAX.POST
SPACING
FREESTAND
ATT.
POST
TYPE 1
-POST TYPE• 2,,'
EXP: B; EXP. C
2 '2
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
JIN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE.
FTG.
1(IN.)
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
5'
13'-7"
13'4"
32
G
17
17'-2"
32
G
20
14'-8"
32
G
20
26'-9"
38
„G
22
�•
2
2
2
2 '
2
2 s
0016"
11'-4"
12'-6"
32
G
18
15'-8"
32
G
21
13'-4"
32
G
21
x24'-5., +
38
G
23
6'
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.
9
2
3
2
2
: 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
9'
7'-7"
10'-S'
29
G
19
12'-10"
32
G
22
10'-11"
29
G
22
19'-11"
38
G •
24
1T .
3
3
2
2
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
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
2
2
2
2
2 �
2
3
3'
3
-3 '
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
b 4,
13'
5'-2"
8'-6"
32
H
21
10'-8"
32
H
24
9'-1"
32
H
24
16'-7"
32
26.
15'
3
4
14'
4'-10"
8'-2"
32
H
21
10'-3"
32
H
24
8'-9"
32
H
24
16'-0"
32
H
26
16'
4 ,
4
15'
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
8'-5"32
H
24
15'-5"
32
H
27
17'
4
5
16
4'-3"
7'-8"
32
-H
22
9'-7"
32
H
25
8'_2"
32
H
25
14'-11"
32
H
27
18'
4
5
17'
4'-0"
7'-5"
32
H
22.
9'-4"
32
H
25
8'-0"
32
H
25
14'-6"
32
H
27
19'
4
5
3
3
3
3'
18'
3'-9"
7'-3"
32
.H
22
9'-1"
32
H
25
7'-8"
32
H
25
14'-1"
32
H
27
2o'
4'
5
19'
3'-7"
7'-0"
38
H -
22
8'-10"
38
H
25
7,_6„
38
H
25
13'-9"
38
H
28
'
AND OR
SPACING
SLAB
LESSER MUST
MIN.
MUST.
-SPACING
BE USED
NO. OF POST
EXCEED
>'
Z0
3'_4"
6'-10"
38
H
22
8'-T
3$
H
Z . ',
^
. 4LQ��S' ; _ „
Q-
-
38
H
26
13. 4..
38'
H
ZB
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
cur .n CnD AT Af'WClt z QUT 9a PnR PRPPSTAmm NC,
No.
Exp._
,o IIAT 0 LuuJ
• FOOTNOTE: '
`COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING-
•}?nn0 �_ m -
~ -
FOOTNOTE: ',SAMPLE"
FIGURE INDICATES EXPOSURE B _`C_7'
FIGURE INDICATES EXPOSURE'
q
iADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE'SHOWN INDICATES EXP. B & C.•
DRAWN Bv: K.K.
TOM CAMPBELL & ASSOCIATESr IN ..
LATTIC E
vE LOAD _
PATIO COVER SYSTEM
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL E GINEERING
-POST SPACING TABLE
FREESTANDING
2B a 3o pst
10;!VE
DURALUM PRODUCTS, INC. a .•
-• --
•
SCALE: NONE
RANCHO CUCAMONGA, CA (951)7 1-2107
AND ATTACHED
HORIZaWND'=
8269 ALPINE AVE., SACRAMENTO, CA"95826,-
-
SHEET 2S OF 3O
•
REVISED BY: KK 8 D.P.
-.-•
,,,a, •„_..._„
,•.90.1008.110MPH
�a1a1 a57 -7m1 FAx an.•tu+c�owenn"r�I��m_mm
,
AS MFGPBY:'� ' '