09-0673 (PAT)P.O. BOX 1504t440" VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 7/01/09
Application Number: 09-00000673 Owner:
Property Address: 60233 POINSETTIA PL QUERCIAGROSSA RESIDENCE
APN: 764-270-999-87 -300232- 60233 POINSETTA P
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 922E
Property Zoning: MEDIUM HIGH DENSITY RES (714) 235-4952 L� Q
Application valuation: 2421
Contractor: JUL C 2 2039 fX
�(1 E
Applic t; Architect or Engineer: LIFETIME PATIOS _
/�[/P.O. BOX 5806
LA QUINTA, CA 9
�VV (760) 772-0013 f3'
Lic. No.: 770843
-----------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
_.._j. ---Section 7000) -of Division -3 of the Business -and Professionals Code, and my License is -in -full force -and -effect. --
License Class: B License o.: 770843
Date: 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 70001 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 dnllars ($500).:
(_ 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
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 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors'. State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( ) I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPERMIT
------------------------7----------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
- 1 -have and will'maintain a -certificate of consent to self -insure for workers' compensation,,—as provided_
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
I certify that, in the performance of the work.for which this permit is issued, I shall not employ any
pe.rgnn 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
700 of the Labor Code, I shall forthwith comply with those provisions.
Date: Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPS SATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE -HUNDRED THOUSAND
DOLLARS ($100,0001. 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 county to enter upon the above-mentioned property for inspection purposes.
Date: Signature (Applicant or Agent):
Application Number . . . . . 09-00000673
Permit PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 54.00 Plan Check
Fee
35.10
Issue Date . . . . Valuation
2421
Expiration Date 12/28/09
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
WEATHERWOOD SHADE STRUCTURE 13LN FT X
14 LN FT TOTAL 182 PER 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 54.00 .00
.00
54.00
Plan Check Total 35.10 .00
.00
35.10
Other Fee Total 1.00 .00
.00
1.00
Grand Total 90.10 .00
.00
90.10
LQPERI%IIT
Bin #
City of La Quinta
Building 81 Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #��2,
y /
`
Project Address: 02 a -S CAU&
A. P. Number:
Owner's Name:
Address: a% s •
Legal Description:
(1
Contractor: L ,114,
City, ST, Zip:
L ut•�l� 927."
Telephone: 1 — c2SS- 4
Address: d Vie
Project Description:
City, ST, Zip: `, /, VIM �' Z Z.
Telephonc:7 GG .-M qGS-0
City Lic. #: 3 ZS
State Lic. # : lZ • Incj rrc13
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person• �—'
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
#Units:
Telephone # of Contact Person: .. (o(, 1,7C6
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACIONG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:
''' Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
f
(951)'741 -2107
May 7, 2009
Building Official I r
Local Authorit)Naving 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 thIe 2006 International Building Code;'2006.
International Residential Code,I2007 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 accompany I ing this letter must properly identify all site-specific
p p Y fY p
information necessary for plan ubmittal 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 Felevant"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) 74.1
require additional information.
Sincerely,
Tom Campbell, PE
Site Information
Owner's Name
107 or at ticamobell(aD-charter.net should you
0r
.1" tit; iZctq-�r�ss
Address
City/Town (-
N
State
53 j%11 use T rl
c/1 �•.r i �9"
�r� ZZ53
No. 37948
Earp. _S(21 I
Clvk
OF CALF
GENERAL NOTES:
GOVERNING GOOFS: T
1. THE DESIGN COMPLIES WTH THE 2006
PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC.
BUILDINGS
CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CAUFORNIA'BUILDING CODE:
R STRUCTURES-ANDTHE2000-&_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). 1
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. EASTERNERS: 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 197E
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.
Ir-n\AIICC AIl1TC1-1
�41A Y 0 U 2100.9
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 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.
NU I tJ: ALL UUMI'UNtIV
1 J HRC IIV I CRl flP11VVCMOLC
WItlLC• V I I ILL\Y11VL w
PATIO COVER SYSTEM AS MFG. BY:
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD=
10, & 30 psl
DURAL PRODUCTS, INC.
11131A)
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
GENERAL NOTES
HORI Z WIND =
8209 ALPINE AVE., SACRAMENTO. CA 95826
N
SHEET 1 OF 30
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
Rf11f1l1R.11(1 MPH
d5�-7M1 FAX df1:i-151A caloc(nlr4 vaLlm mm
REVIRED BY: K K. & D P
RAFTER. SEE TABLE _`.PEN LATTICE TYPES
AND SPAICZE
NG� \
,r � sTj � NOTE: THIS OPEN LATTICE-TYPE STRUCTURE MAX. PROD.
MAX. PROJ. A'GB MAY NOT BE ENCLOSED OR COVERED. SEE SCHEDULE
SEE SCHEDULE U/zO/NG
• .- RAFTER, SEE TABLE '
MAX. O.H. 0 FOR SIZE
�Sro 25% OF SPAN AND SPACING
pDs� SFR .•. . � - i
r.r SpgCNCC 25�-^pO �FR�125MAX.%F PAN M1
- ST$p9 G •I�} �•
C/NG
POS T�HEIGHT
SEE SCHEDULE
POST HEIGHT I
SEE CH DULE C 1 �t;OG•
16
LENGTH OF STRUCTURE VARIES, G ' }• 16
` OVF
• _ OST WITH SIDE-
I j '
- PLATES SEE DETAIL LENGTH OF STRUCTURE VARIES fl
• FT,y �qC/ G I POST WITH SIDE- .
F
312* SLAB ATTACHMENTQS PLATES SEE TAIL
NOTE: EACH COMPONENT IS INTER-
p - •t MAY BE'USED WHERE - SFFTq$ qC/N I -
�T PERMITTED.
CHANGEABLE WITH ANY OTHER SFF sp r „ _ I
T qC/ SEE SCHEDULE J 3 112' SLAB ATTACHMENT
• COMPONTENT UNLESS OTHERWISE SHOWN. ��qe�F Nc �� OTE: EACH COMPONENT IS INTER- { po$ I MAreEuseDvvHERE
_ ?FOOTING WHERE REQUIRED, GEABLE WITH ANY OTHER `SF�c TSp PERMITTED.
.SEE SCHED. FOR FOOTING C �SI3TFIr" T qC/ I_ SEE SCHEDULE ,
.�v TENT UNLESS OTHERWISE SHOWN. getF Nc
L`ATJICE-TYPE PATIO COVER' �� NOTE:'? IH S OPEN LATTICE-TYPE STR /� FOEE SCHED. FOR FOOTING CUBE SIZE
OTING WHERE REQUIRED,
OPEN
SCALE:
NT5 MAY NOT BE ENCLOSED OR S
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCT >.'a TISPAN LATTICE STRUCTURE .
�P� , TYPE "F" ATTACHED MULI
-� I 4
2 r p II/IAY Q / NOTE: THIS OPEN LATTICE-TYPE SED STRUCTURE �~
F- Cm y.i•i O b Z��J' I ,MAY NOT BE ENCLOSED OR COVERED.
L No. 3748
MAX. PROD.
MAX. PROD. SEE SCHEDULE
RAFTER, SEE TABLE SEE SCHE U E NOTE: THIS OPEN LATTICE-TY ES CTtiEP
FOR SIZE - MAY NOT BE ENCLOSE ERED.-
AND SPACING 11 RAFTER, SEE TABLE
lr - FOR SIZE
O.H. AND SPACING
?s'%Op A. 2%O SPAN y� �• I;i
O.H
p0$TSp,9Cyq'YC - _ ?s.&OM.q,�, OV OF PAN I '
HG p0 F22 5%
OST HEIGHT. .
e 4 SE
HED ULE�C0
� OST HEIGHT
-OQ'6 SE HEDULE I OG s
.� 16
OI, { - i �•
r LRNq
LENGTH OF STRUCTURE VARIES. - NG '
OAF
3 • POST CROSS-SECTII • 1
LENGTH OF STRUCTURE VARIES I
SEE POST DETAI I�I�I{ILI7
POST CROSS-SECTION,
!• $FFT $/'q - i SEE POST DET L
3112-SLAB FTq$�gC/NG - 3/2-SLAB. -
NOTE: EACH COMPONENT IS INTER- 'O MAY BE USED F
ACONSTRAIN
BE USED
CHANGEABLE WITH ANY OTHER ' • sFF TSp TO CONSTRAIN i A OCON TRA N
T qC/
COMPONTENT UNLESS OTHERWISE SHOWN. �<F NG FOOTING, SEE SCHEDULE NOTE: EACH COMPONENT IS INTER- $OST$ FO TING, SEE
CHANGEABLE WITH ANY OTHER I FFr AqC l SCHEDULE
OPEN LATTICE-TYPE PATIO COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. {q$<F /NC FOOTING WHERE REQUIRED
,A - SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE Y .I SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING'. SINGLE'SPAN.LATTICE STRUCTURE -TYPE "H" FREESTANDING MULTISPAN LATTICE STRUCTURE
DRAWN BY: K.K. - TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD -+ PATIO'COVER SYSTEM AS MFG. BY: N :+
DATE'. SI05R009 GOMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING OPEN LATTICE t0„2o & 30 psf DURALUM PRODUCTS, INC.
F SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 STRUCTURES' HORIZ. \AND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 3 OF 30,
• REVISED BY' K K. R D P. , 90.100 & 110 MPH /Q1RI d57_7f191 FCX dD.'3.151Q catoJnlr4 rcalnm rrlm
SOLID PANEL TYPES
ATTACHMENT CHANNEL LENGT ATTACHMENT CHANNEL LENS
ALUMINUM SEE DETAIL AND SN LI_No UC ALUMINUM SEE DETAILS ANDS rNOFSTRU
SE OOF PANEL
LE TNFPROve r�N/FEN STNES SEE SCHEDULE RE ROOF PANEL ""IN' o.�s sLoae vER FT. TH6r=Ro EL T/ Fees T�ANe$
FOR SPANS CLOSED FOR SPANS LOSEp
O. SPPN O.
"O.H." NOT TO EXCEED 25% O.H." NOT TO EXCEED 25%
OF SPAN % OF SPAN
SEE DETAIL FOR SPLICE J O SEE DETAIL FOR SPLICE
CO
POSTSP OPTIONAL: CANTILEVER BEAM m LL) POST SP OPTIONAL: CANTILEVER B
SQ. POSTS, SIZE VARIES SEESCNEOOULFS SEE SCHEDULE POSTS SPACING = = SQ. POSTS, SIZE VARIES SEESCNEoUtES SEESCHEDULE
SPACING
MAY BE USED WHERE NT ALTERNATE: O25'VOF07- gP EkCEE� c MAY BE USED WHERE 3 112" SLAB NT ALTERNATE: Do ODS AN
PERMITTED. AN SINGLE POST
SINGLE POST PERMITTED.
SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE
MAX. HT.= 12' MAX. HT.= 12'
NOTE. O SPLICE AT THIS
NOTE: NO SPLICE AT THIS € POST AND AT END BAY
POST AND A END BAYS. p C pp
FOOTING WHERE REQUIRED QRQFESS� DOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE O NOTE: EACH COMPONENT ISI, PCj I. Cq E SCHEDULE FOR FOOTING CUBE SIZE NOTE:
COMPONENT
VIATH OTHER
INTER-
CHANGEABLE WITH ANY OTHE i MAY 0 b 2009 CHANGEABLE
COMPONTENT UNLESS OTHEII OWN. COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVE I �' PE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
LENGTN OF Exp — ALUMINUM LENGTH
ALUMINUM STRUCT ROOF PANEL MIN. 0.25" SLOPE PER FT. O.H OF STRUCTURE V
ROOF PANEL O.H URE Civic SEE SCHEDULE ARIES
SEE SCHEDULE (A4AY
FOR SPANS SP �MAYNOTBEENCLOSED� \� FOR SPANS O.H SPPN SP NOT BEENCLOSED
O.
"O.H." NOT TO EXCEED 25% "O.H." NOT TO EXCEED 25%
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE
P OPTIONAL: CANT LEVER BEAM POST OPTI NAL: CANT LEVER E
SEE SC PAC/NG SEE SCHEDULE FOF F SQ. POSTS, SIZE VARIES SEESCHE C/NG SEP ST SPACING
E SCHEDULE R
SQ. POSTS, SIZE VARIES NEpUL POST SPACIN X.
DUCES
ES O.N.
3 1/2" SLAB O N' NOT T '� 3 1/2" SLAB 25% oOT T Ex
MAY BE USED ALTERNATE: 25 OFS XCEED MAY BE USED ALTERNATE: Sp CEED
TO CONSTRAIN SINGLE POST AN N TO CONSTRAIN SINGLE POST
FOOTING, SEE SEE SCHEDULE FOOTING, SEE - SEE SCHEDULE
SCHEDULE NOTE O SPLICE AT THIS SCHEDULE NOTE O SPLICE IATHIS
POST DAT END BAYS. POST D AT END BtYS.
FOOTING WHERE REQUIRED /
SEE SCHEDULE FOR FOOTING CUBE SIZE
lT/
1/2 x 9" STEEL ROD
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
WN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
: 5I .S .09COMMERCIAL
FREVISED
AND RESIDENTIAL STRUCTURAL ENGINEERING
E: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
BY' K K 8 D P,
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING_MULTISPAN W/CANTILEVER OPTION
LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY:
SOLID PANEL 10, 20830 ps1 DURALUM PRODUCTS, INC. .
STRUCTURES HORIZ. VIAND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 2 OF 30
90. 100 8 110 MPH mini AS?.�n7i FAY An.Lisl! calac/h"i v III �rvn
!-,W 0 U
ALUM. ALLOY 3004-H36
OR EQUAL
SEE NOTE BELOW!
TABLE
m :2" z fi 1 /2" RAFT
c
Q. "90, 100 & 110 M
N o EXP_OSURE_B &_
L.L.=
(PSF)
"T",
(IN.)
PATIO COVER SYSTEM AS MFG. BY:
.024
16" 14'-11"
24" 12'-2"
10
0 2
,
r24"
16" 20'-1"
� 24••� 16,_5„
.042
16" 24--10"
20,_3„
20
.024
16" 10'-10"
24" 8'-10"
.032
16,, 14,_7„
24"
042
I
24„ 14,_8„
I SEE NOTE
'.024
16" 9'-8"
24" T-11"
30
.032
16" 13'-1"
24" 10'-8"
.042
ER
24" 13'-2"
FOR OPEN LATTICE COMMERCIAL & PATIOS
Ju' %O
PH
CC
TABLE
MAX.—••
A
I� I If
6.5..
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
.042"
'
SCALE: NONE
1 Z
~
RAFTER SPANS
HORIZ. VIAND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
OR EQUAL
032
L I No. 37948
1 ,
�
I
/QlA%dA7.7M1 PAY an.,-1FiQ catoJlduratrim mm
I SEE NOTE
j
EX
't1 � p.3
I
ALUM. ALLOY 3004-H36
�t CW_
.3 x 8" RAFTER
OR EQUAL
ER
L.L.=
m DBL. 2 z 6 1%2" RAFTER
90 & 100 MPH
L.L.=
90, 100 & 110 MPH
'(IN.)
(PSF)
(IN.)N
o EXPOSURE B & C
EXP.0
.024
16
10
28,_5,
24" 17'-2"
27'-B"
28'-6"
.042
r.03216"
23,_7,
23,_2„
27.6„
24., 23,_3,.
16" 15.3„
.024
20
24" 12'-5"
16" 20'-7"
.032
24" 16-10"
16„ .13,_9„
.024
30
24" 11'-2"
16" 18,_6„
.032
oe15'_1"
90/100/110 MPH, EXPOSURE B & C
TABLE
-CLEAR SPAN
I
3.0..
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
.042"
'
SCALE: NONE
ALUM. ALLOY 3004-H36
RAFTER SPANS
HORIZ. VIAND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
OR EQUAL
i *
1 ,
�
I
/QlA%dA7.7M1 PAY an.,-1FiQ catoJlduratrim mm
I SEE NOTE
BELOW
I
CD
.3 x 8" RAFTER
c I c110
Q, °�
L.L.=
"T'
90 & 100 MPH
MPH
(PSF)
'(IN.)
WI o
EXP. B & C
EXP. B
EXP.0
18"
28,_5,
28'-5" 1
27'-B"
.042
24"
23,_7,
23,_2„
27.6„
10
* 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.
o
IBUTARY.WIDTH
TABLE
-CLEAR SPAN
(FT.)
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. VIAND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
• °
SHEET 7 OF 30
REVISED BY: K K & O.P
1 ,
90. 100 & 110 MPH
/QlA%dA7.7M1 PAY an.,-1FiQ catoJlduratrim mm
P216" 20,_6„ 20,_6"20'-6"
.042
20 4" 16'-9" 16._9„ 16,_9„
t .
i
16"
.042
30 24" 15'-l" 15'-1" 15-1"
I
f
I
PROJECTION
SPAN
TRIBUTARY TRIBUTARY=
WIDTH 1/2 SPAN +O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
V
h
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.LIVE
LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
'
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
RAFTER SPANS
HORIZ. VIAND =
8289 ALPINE AVE., SACRAMENTO, CA 95828
• °
SHEET 7 OF 30
REVISED BY: K K & O.P
1 ,
90. 100 & 110 MPH
/QlA%dA7.7M1 PAY an.,-1FiQ catoJlduratrim mm
HANGER CHANNELS AND MOUNTING BRACKETS
1.50" WALL FASTENERS \
ALUM. 3004-H36 O6 1 SEE TABLE
25"R
No IR
b WALL
" m FASTENERS
1.75" R
ROLLFORMED HANGER
.01
of ml 563' ,281"
ALUM .3 LLOY
606A
.060" 1 500" B
EXTRUDED HANGER CHANNEL
R.F. OR EXT. H43x
CHANNEL, 2x O
RAFTER BRAC
ALUM. PANEL 2x OR
3x ALUM. RAFTER
FASCIA BOARDEXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
EXISTING EAVE CONNECTION
#14 SMS @ PANEL
LOCKS OR #8 SMS
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
AT EA. CONTACT
AT 2x FASCIA
'
CONTINUOUS A- RAIL
OCCURS)
ROOF PANEL
(WHERE
ALUM.ALLOY
LL=10 LL=20
F 6063-T6
#14 SMS @ EA. CONTACT
W
WALL CONNECTION
O
ALUM.ALLOY
6063-T6
I.R. HANGER
2.740"
T=.060"WALLFASTENERCD
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA
AT WOOD STUD AT MASONRY (SOLID -GROUTED
JPANEL
16" O.C. CELL AT FASTENER) OR CONC.
SEE TABLEo
LL=10 LL=20
LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL 30
O
A BorD
x
100
BorC BorD
APPROVED 3" OR 41"
:110
INSULROOQ
BorD I E E E J 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 BorD
BorD E E E J J K
100
BorC BorD
BorD E E E J J K
:110
D BOrD
BorD I E E E J J K
8'-8"
DESCRIPTION OF LAG SCREW
(SEE NOTE BELOW)
,
A=3/8"O x 1 1/2" @ 12" O.C.
'J=3/8"0x1 1/8"@16" O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETfs'
O
zz
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
7'-0"
C=7/16"O x 1 1/2" @ 10" O.C.
HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 27, SHEET 1
raw'
u)N .
D=7/16"0 x 1 1/2" @ 12" O.C.
RAFTER
LLN
E=3/8" 0 x 4" @ EACH STUD'
Z/d"'(1R 1 1/7"
1 1/4" 1
F=7/16"O x 4" @ EACH STUD
2"x6" FULL OR
EXIST. RAFTER
I
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
/ U -BRACKET'
1'-6"
16-8"
13'-10"
9' 3„
2" x 4"
OR
16" O.C.
2'-0"
11 _8„
8'-8"
5'-10"
FULL
2„ x 4"V-15"
NOTE: PROVIDE WATER
FLASHING
10'-8"
8'-3"
2, 0„
7'-0"
4'-6"
3'_0" /
FULL
24" O.C.
RAFTER
L BRACKET AT EVERY
Z/d"'(1R 1 1/7"
1 1/4" 1
2"x6" FULL OR
24" O.C.
2'-0"
17'-6"
14'-0"
9'-6"
2"z&' NOTCHED
r II
2"x8" FULL
24" O.C.
2'
25.0„
16_9„
NOTE: AT 10, 20 & 30 L.L. MAY USE:
2x6 DF -L #2 LEDGER MAY BE INSTALLED WHERE I
NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.)
I
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 T&B
}� 1.8 _ AT 12" O.C.
.FE
0
Z f
w ~ No. 37948 r
Exp.
\ DECK/RAFFOR SPAN SEE ALLOWABLE
TER SPAN TABLE
\ EXISTING WOOD STUD FRAMING EAVE LENGTH
2,EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
l2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(7!,MINTPENETRATIONINTO /
EXISTING WOOD STUD)
41L CONNECTION
"W.S.PAFTIOCOVER�;
8 LEDGER
1y�NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = rr� I Iv wv.1 o
HANGER CHANNEL 10, 20830 psf DU RALUMPRODU CTS, I NC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS 90. 100 8 110 MPH raiAi es7.7n7i FGx dM-1YIp SHEET 8 OF 30
REVIREO BY' K K & 0 P _
"AY 0 6 L-009 v i
10# L.L.=(2)#14 SMS EA. SIDE
20#/30#L.L.=(2)#14 SMS EA. SIDE3/16"
/ U -BRACKET'
STEEL
1/4"0 HOLF.S,TYP
— __ _
OR 1 1/2"
NOTE: PROVIDE WATER
FLASHING
�3/4'
OR
y�
PROTECTION. METAL
CAUCK JOINTS AND SLOPE
2" x 5 1/2"
TO DRAIN
�)j
5" MIN. 3" x 8" ALUM.
2x
RAFTER
L BRACKET AT EVERY
Z/d"'(1R 1 1/7"
1 1/4" 1
\ DECK/RAFFOR SPAN SEE ALLOWABLE
TER SPAN TABLE
\ EXISTING WOOD STUD FRAMING EAVE LENGTH
2,EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 psf
l2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 psf
(7!,MINTPENETRATIONINTO /
EXISTING WOOD STUD)
41L CONNECTION
"W.S.PAFTIOCOVER�;
8 LEDGER
1y�NOTE: PLACE "SIKH FLEX" OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
SHINGLE ROOFING TO PROVIDE SEAL
OBRACKET CONNECTION
NOTE:BRACKET
MAY BE MOUNTED
BELOW RAFTER W/
SAME CONNECTION'S.
DRAWN BY: K.K TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = rr� I Iv wv.1 o
HANGER CHANNEL 10, 20830 psf DU RALUMPRODU CTS, I NC.
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING AND BRACKET HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE RANCHO CUCAMONGA. CA (951) 741-2107 ATTACHMENTS 90. 100 8 110 MPH raiAi es7.7n7i FGx dM-1YIp SHEET 8 OF 30
REVIREO BY' K K & 0 P _
COLUMN / POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
3.00" SQ. �I 3.00" SQ. I� o
3.00"SQ. 024" #10 SMS (; PG =3" Q.xt=.188"
.032" @24"O.C. �I1.00 I~ O H=3"SQ.xt=.250'�I
EA. SIDEZ"R
6.5" 13„ 075"J=4"SQ.xt=.18811
ACU1�7� L K=5"sQ.xt=.lea'.040" ALUM.Ll 032" .048"STEEL3.0"4.0" OR 5.0" O O
BO 518" PLASTIC PLUG
3" SQ. ALUM. POST 3" SQ. ALUM. POST 3 MAG POST SQUARE
WITH SIDE PLATES OD AL AL 3004- 6 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 3" SQ. STEEL POST ALUM. ALLOY 6063-T6 ASTM A36 GRADE 40
A A653 D 4
ALUM. ALLOY 3.00" OR 3
2
6063-T5 2.40"
1.375" CE 7/16"OHOLE 56" 2 FLANGES
2 1/8" APART
Ko
75"
0 ASTM GRADE 36 STEEL 1.;25 215
/ 75.75" BASE FLARES
157" TO 3"VIDE EA.
160- ..TYP — _— _ SIDE OF FLANGES
1.50 USE FOR 3" 1.75
INSTALL WASH. PLATE 09Q" TYP. POST ONLY 5.50"
1%" x 5/16" x 5}4" WHEN USING C. 1-7/16"0 HOLE
IN 110 MPH WIND -AREA— 8 2-3/8" HOLES
090" BRACKET OF R 3POSTS 2- s/ts"O HOLES TYP. EA. SIDE
/ALUM "T" BRAC- K_ET� STEEL; "T" BRACKET 5
T=.060" TYP. —
�3 -3/8" LAG SCREWS OR M0 06 1.009
4;-1/4" LAG SCREWS
Q (2.5" PENE. INTO EA. STUD) WAS,
ALUM. ALLOY
6063-T5
"H" BRACKET
�3" x 8" ALUM. RAFT. BRACKET —'
3" x 8" ALUM. HEADER,
ADER BRACKE��
DRAWN M'' K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
AND
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN/
10.20 & 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RY K K ADP
RANCHO CUCAMONGA. CA (951) 741-2107
POST TYPES
HORI2. WIND =
90. 100 & MPH
8269 ALPINE AVE.. SACRAMENTO. CA 95828
SHEET 9 OF 30
110
/91A7 esz7n71 Fex eni-i.r1A
HEADER BEAM TYPES & ATTACHMENT. DETAILS
1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP
�I 3.00" SQ.
2.00" SPLICE WHERE�1 11
OCCURS SPLICE WHERE SPLICE WHERE
1.79 OCCURS OCCURS
•— 4.6" 075"
73„ 2.57" 4.s" TYP. 14"R
TYP. .048'
2.19" � z.oa• _ oss• ; � ,
2.04" TYP.
__r TYP' , II(-- 3.0" .28„
2.93" a.0000" iIi
2 7" t ASTM A653 GRADE 40
.038" R.F. GUTTER ALUM. ALLOY ALUM. ALLOY
FASCIA-ALUM. ALUM. ALLOY 6063-T6 6063-T6
ALLOY 3004-H36 O 6063-T6 O O i O E
6.5' ROLLFORMED 4.5" GUTTER MAG. GUTTER MAG BEAM 3, SQ�EE BEAM
I
4„ 3.0" I�—
L 3„ _I ,( Z„ (� 6.5„ MAX
.� 2•' 6.5,. +L -
77i .042"
SPLICE .OZ4° I B.O"
WHERE 4" SPLICE WHERE —� f ,032"
OCCURS 070„ OCCURS ,O4Z'•
TYP —110" I
TYP. �.
ALUM. ALLOY 3004-H36 OR EQUAL I ALUM. ALLOY 3004-H36
ALUM. ALLOY ALUM. ALLOY ALUM. ALLOY 3004-H36 OR EQUALXJ.
OR EQUAL
6063-T6, C 6063-T6 J
4" [-BEAM O 7" I-BEAM O 2 x 6 RAFTER DBL. 2 x. 6.5 BEAM 3 x 8 BEAM;J O
I L
3.0"1ALTERNATE STEELC-BEAM FOR ALUM. I-BEAMS
3^ 625"
r MAX. 3 4" I-BEAM = T'x 2 3/4" x 16 GA. STEEL C-BEAM
j I t 6
—� f' .042„
I
V. 042 T=14 GA. 7" I-BEAM = 1'2"x 3 1/4" x 12 GA. STEEL
7.875 ASTM A653 GRADE 50 !
I
625° cLItr
w No, 3 948
ALUM. ALLOY 3004•H36 L ALUM. ALLOY 3004-H36 I I � � �
rr
OR EQUAL O OR EQUAL O I 2.875" i— - N Exp. I
3 x 8 BEAM W/ STL: INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM
O
STEEL INSERT CIVIL
nr^AI
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
'LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
BEAM TYPES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
REVISED BY: K.K. & D.P.
90. 100 & 110 MPH
MAI Asz7mi FAY em-1.AlF —I.—MA-1— ��,,,
COLUMN / POST TYPES
& SURFACE
MOUNT
AND
EMBEDMENT DETAILS
12"
20"
21" SQ.
ALUM. T"BRACKET USE WITH
22"
25" SQ.
16"
24"
'
20"
26"
POST TYPE B.C,D, OR E.
23"
28"
STEEL POST ONLY:
25"
30"
"T" BRACKET
28„
STEEL:T"BRACKET USE WITH
43" SQ.
i
USE POST TYPE
(3)-5/8"0 BOLTS
32"
3"SQ. POST W/
51" SQ.
POST TYPE B,C,D,E.F,G,H,J OR K.
38"
I
F. G. H, J OR K
FOR POST TYPE J -
60" SQ.
3"SQ. POST (2)-#12 SMS EA.
3" SO. POST
ALUM."T"BRACKET:
USE (2 -3/B"0 HILTI
�DLTS
41"
44"
69" SQ.
43"
4 5^
SIDE OF POST OR
114' M.D. TI IROUOI I
K. OR EQUAL
:
STEEL. T BRACKET:
1/2 DEPTH OF
1/2DEFOOTING
I �
I I
' '
2 -1 /2"0 BOLTS
(�
F R.ALL OTHER
14. 16" INSERT
POST
SEE NOTES BELOW
USE (1)$l8"IO HILI I
BOLTS OR EQUAL
OR
EMBD.
I
CONDITIONS
4 $' I'
12" MIN.
I I
ASTM A3-
STM
(2)-3/8"0 HILTI "KWIK-
(2^ MIN. EMBEDMENT DEPTH
'• •
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
�.: i •',;�
•'�
T_O.C_
BRACKET TO SLAB.
I
"S
MINIMUM DISTANCE TO
'
c�
.BASE PL .
EDGE OF SLAB = 2-1/2"
G
LL
ASTM
A572 STEEL
e
`•�'
w o
w
DEPTH . A
•
=
3/16"
:r SLAB SHALL BE IN
a POURED CONCRETE
'.1.�• �. ':
'.
H y
GOOD CONDITION
FOOTING SEE NOTE�•..'
" 1 •.:', ,
a
w
3" SQ. POST (STL.)
FOR SIZE
(1)-1/2"OM.8.
''•••••••'
0
OR FLUTED
;
3 1/2" MIN.
SEEFOOTIN
x9" LONG, 1"
SQUARE
OR 4" SO. POST (STL.)
SCHEDULE CLARE
FROM END
SEE FTGS,
INSERT
OF POST
SCHED.
EXISTING SLAB_ O7
-- -...
3"SQ. POSTS TO CONC. FOOTING O
_-_--
SQUARE
INTO
POST
FOOTING
EMBED. O
1 1/2"
6" 1 12"
ATTACHED
ALTERNATE FTG
CUBE SIZE
I SO. 18" DEEP
' CUBE FTG.
18"
18" SQ.
12"
20"
21" SQ.
12"
22"
25" SQ.
16"
24"
28" SQ.
20"
26"
32" SQ.
23"
28"
35" SQ.
25"
30"
39" SQ.
28„
32"
43" 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.
43"
'CUBE FOOTING W/ 3 1/2" SLAB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
SINGLE POSTS
EMBED.
BOLTS
23" & 24" CUBE
(2)-12'•0
3 1/4"
25" - 30" CUBE
(4)-12"0
3 1/4"
31" - 34" CUBE
(4)-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 BM.
W/INSERT, MAG. BEAM, 4" OR
7" ]-BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE. 2" X
A," X 0'-5K" AT STEEL "T'
6kACKET.
3. POST TYPE F
DO NOT USE STEEL "T'
BRACKET W/7" I -BEAM.
NOTES: ALL COMPONENTS ARE INTERCHANGAIRLE UNLESS OTHER WISE NOTED
_WELDED STEEL BASE PLATE_ 1'
BASE PLATE SCHEDULE
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8
9" SQ. x 5/8" 1 B. C. D. F. G. & H
MAY d 6 7009 FREESTANDING
BASE PLATE ANCHOR
:ES:8:/:o
BASE PLATE ANCHOR BOLTS (SIZE & TYPE)
� (4)- 3/4"0 HILTI KWIK BOLT TZ STAINLESS
9"x9"x 5/8" STEEL PER I.C.C. ESR -1917 OR EQUAL
C, 4f! (4 3/4" EMBEDMENT DEPTH )
No. 37948
DRAWN BY; K.K
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN
SURFACE MOUNT
10, 20 & 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE '
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K K 8 D P
90. 100 & 110 MPH
lAlA%at7.7mt FAX An'L1A19 calncrnlrOirnlnm...m
SHFFT 10 OF 30
i
' BEAM TO • POST CONNECTION, DETAILS _
OPTIONAL DECORATIVE FASCIA
(WOOD. ALUM. OR HARDBORD) 3" x 8" x .042" BEAM, I \)-#14 S.M.S. EA. SIDE (4) -TOT.
3" SQ. STEEL". OR
MAG BEAM. #14 S.M.S. TOP & BOTT. (2) -TOT.
'#14-x 1/2" S.M.S. TOP `
2414 x 12" S.M.S. EACH SIDE OF 3" - - 1 114"
S0. POST (4TOTAL)& BOTT. (2) -TOT;
ALTERNATE: 114"0 BOLT W/ WASHER ,
EA. SIDE OF` 3" SO. POST
ROOF PANEL' 4" 6 1I2"
+ ROLLFORMED OR
;L.5
.10•• ExTRUDED GUTTERALUM. BRACKET X.75 i O 5o I - (4)-#14 SDS @ EA. SIDE FASCIA 1
_+ • I TOP & BOTT. TOT.=16 #14 S.M.S. @1z"o.C. I
3" SO. POST I 2„' 1”
2.35" .�_
6 1/2" Zx
a *.024"RAFTER t
2-#14 x 112 S.M.S. EACH SIDE OF 3" • r ' ,
SO. POST (4 -TOTAL) • ' - - ;` I y 15
_ ALTERNATE: 1/4'06OLTWiwnsHER - RAFTER "TAIL" TO GUTTER ,
EA. SIDE OF 3" SO. POST —� . • . I ,
3" X 3" ALUM. OR
` STEEL POST
4 - a
3.00" 3" SD. POST - ; • r i • - { 3.125'!.FOR 3 x RAFTER
OR.24a ' H =BRACKET TO POST. = 1 2:125" FOR 2 x RAFTER
t
- —GUTTER FASCIA ]7-s-.�-P . T.— - -- --
MAG BEAM OST * r
3"SC. STL. BEAM �� MALUM: ALL'OY`3003-H24 ALUM. ALLOY 3003 H244
1.50 t= .040" 6063iT6,
1�:l
50 t - 040 3004-1-136
11/� ALUM.
.28 3" 22 .28"- 2" 2 I b
ti — •01.8„ `.'- 1 j _ n
rG �(4) - #14 x 3/4'' TEK SCREWS
Y [ P1 BRACKET TO RAFTER _
r2"x3" LATTICE TUBE 1-1/2" SQ: OR�`PZ , 11/2" MIN. .
2FLATTICE TUBE�`O I
/#6 x 2 "SMS. 2(\ U2" ^ 1 _ OR 3 1/2". TYP. O
�s 1. Cry'V/
1 1/2" OR 2" SO. OR 2"x3" LATTICE ���' I /
— — @ 3"O.C. MIN.' UP TO 7"O.C. MAX. Z �(l i
AliZ 1 2.750"
No. 48
— RAFTERrn
R' , ( (4) - #14 x,31<TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
LATTICE.TUBE TO'RAFTER)
3 BRACKET TO BEAM
d' CIO-
EAM
i4 18
17 BRACKET - RAFTER TO B
'
DRAWN BY'. K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =_ -
PATIO COVER SYSTEM AS MFG. Br:
•,
DATE: 5/05/2009 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM 0POST
ATTACHMENT
10,20&gOpsrl
HORIZ. WIND =
DURALUMPRODUCTS.INC.
8269 ALPINE A
.
13 OF 30
SCALE: NONE
- RANCHO CUCAMONGA, CA (951) 741-2107
-
90. 100 & 110 MPH
ralai &57,7m1 FAX df1.'i.1F10 cnloJlrL velum ��m
.SHEET
REVISED BY; H K R D P
. _
SPLICE DETAILS
SIMPLE SPLICE
FULL MOMENT
BEAM TO POST DETAILS
1.5:' 3" 1 1" 1" 3"
(2)#10 S.M.S.@ EA.
VALLEY. TYP.
I I %
#10 S.M.S. II #12 S.Mf'TYP.
II
(8 TOT. TYP. THICKNESS = .035 (24 TOT THICKNEISS = .035"
6.38" I 11 mE �__—'
I I
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRU()Fn OR 6063-T5 FOR EXTRUDED wE----I
NOTE: USE SIMPLE SPLICE ONLY NOTE:OCAT ON EXCEPT AT END BAYS I NOTCH I -BEAM FLANGE
IN ALTERNATE INTERIOR BAYS I I AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SO. POST,CONNECTWEB
(6061-T6) ALTERNATE I I TO POST W/(2)-1/2"0
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C' SPLICE (ONE SIDE OF WEB) MAY BE USED. L C -BEAM THRU-BOLTS
3" I TOTAL= (8)-1/2"0 BOLTS I; 1/ Y POST
.....................-..............................._._.....
1.00„
4E
1. SO.
o llu�'' I. CcBEAM TO POST CONN.
S
SPLICE WHERE - 4"
OCCURS —_ O7O"
TYP.
ALUM. ALLOY
6063-T6 16" 14-
4"
"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
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
I MC)MFNT C -SPLICE
#12 METAL BACKED,
NEOPRENE WASHERED'
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR(4)-114"0 M.B. BEAM
7"x4" ALUM. "I" BM.--,7,//-TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
I
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
CD
No. .. 794181
DATE: 5/05/2009
I
P•
�.
C I%-
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED
SPLICE WH
OCCUI
ALUM.ALLOY
6063-T6
7" I -BEAM
I MC)MFNT C -SPLICE
#12 METAL BACKED,
NEOPRENE WASHERED'
TEK SCREWS @ 8"O.C.
AX. STAGGER IN BEAM
FLANGE
ROOF PANEL
4"x3" ALUM. "I" BM. OR(4)-114"0 M.B. BEAM
7"x4" ALUM. "I" BM.--,7,//-TO BRACKET
2- 3/8"0 M.B. THRU STL. "T'
BRACKET TO POST.
POST, SEE SCHEDULE
ALTERNATE BEAM TO POST CONN.
I
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
I
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
10. 20 8 30 psl
HORIZ. VAND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826
SCALE: NONE
RANCHO CUCAMONGA. CA (951) 741-2107
90. 1008 110 MPH
lA1R\ Ar9_7n71 FAX An,.%.1R1Q ==l—arb l— r—
SHEET 12 OF 30
REVISEDON K K R D P
90 MPH FREESTAND.& ATTACHED OPEN LATTICE
PATIOS
12' OR LESS EXP. B & C
'10#11.
3' SQ. STEEL BEAM
„
DBL. 3x8 x.042 BEAM
DBL.2"x6.5" x�032'"BEAM
00R 3X8 BEAM /
311x811 BEAMwIINSERT
}
FOR ATTACHED PATIOS
MINIMUM NO. OF POST
>
r13
=
O C7 m
U-5 z
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
LMAX POST'
SPACING
FREESTAND
ATT.
MAX POST
SPACING
FREESTAND
'ATT.
) H
m
TYPED FOOTNOTE:
POST TYPE 1 POST TYPE 2
j p
U N
Z
SPACING
FTGM
SPACING
FTG.
POST
FTG.
FTG. POST
FTG.
FTG.
(IN•)
MIN
POST
FTG.
(IN.)
a
F
EXP. B
EXP. C
EXP. B
EXP. C
r
na
� O
(IN.
EFT
IIJ
( )
TYPE
IN.
( )
lIN•) TYPE
(IN.)
TYPE
32
G
16
19'-2"
38
16'-4"
32 G
20
29'-11"
38
G
21
6-
2
2
2
2
4'
17'-0"
14'-4"
17
17'-2"
32
tG2
14'-811
32 G .20
26'-9"
38
G
�23
7.
2
2
2
2
13'-4"
32
G
5
13 -7'
12'-6"
32
G
1815'-8"
32
13'-4"
32 G
21
24'-5"
38
G
2
2
2
2
6'
11'-4"
'
11'-7"
29
G
18
14'-6"
32
G
22
12'-4"
32 G
22
22'-7"
38
G .
23
e
2
3
2
2
7
9'-8"
19
32
G
22
11'-7'
129 G
22
21'-2"
38
G
24
10•
2
3
2
2
"�W-6"
fg�
10'-10"
29
G
13'-7"
J
i
.�
12'-10"
32
G
22
10'-11"
29 G
22
19'-11"
38
G
24
t1
3
3
2
2
'
�-g'
7'-7"
-
10'-3'
29
G
19
12'-2"
32
G
23
10'-4„
2g G
23
18'-11"
38
G
25
12
3
3
2
2
29
G
20'
10'
6'-9"
9'-8"
11'-7"
29
G
23
9'-10"
29 G
23
18'-0"
32
G
25
13'
3
4
2
2
11'
29
G
20
6'-2"
9'-3"
11'-1"
39
G
24
g,_5„
29 G
24
17'-3"
32
G
26
ta'
3
4
2
2
8'-10"
29
G
20
12'
6-8"
32
H
24
9'-1"
32 H
24
16'-7"
32
H
26
15'
3
4
2
3
5'-2"
8'-6"
32
H
71
10'-8"
13'
32
H
24
8'-9"
32 H
24
16'-0"
32
H
26
16'
4
4
2
3
H
21
10'-3"
14'
4'-10"
8'-2"
32
24
32
H
27
17'
4
5
2
3 .
15'
4'-6"
7'-11"
32
H
21
9'-11"
32
H
24
8'_5'
32 H
15'-5'
32
H
25
g'_2,.
32 H
25
14'-11"
32
H
27
16'
4
5
2
3
16'
4'-3"
7'-8"
32
H
22
9'-7"
3 2
17
1s'
4
5
3
3
7'-5"
32
H
22
9'-4"
32
H
25
8'-0"
32 H
25
14'-6"
H
17'
4'-0"
25
32 H
25
14'-1"
32
H
27
20•
4
5
3
3
18'
3'-9"
7'-3"
32
H
22
9'-1"
32
H
7'-8"
7'-0" 38
H
22
8'-10",
38
H
25
7' 6"
38 H
25 13'-9"
38
H
28
FOOTNOTE: `
HEADER AND OR MIN. NO. OF POST
1 g'
3, 7„
38
H
2 O�E�[i
38 H
26 13'-4"
38 H
28
REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
20'
3'_4"
6'-10" 38 H
22
g'_7"
Q�
1 1 6
C0::::
OR LESSER MUST BE USED
FOOTNOTE:
SLAB ONLY
COL. TYPES D-1 =.024" SIDEPLATES• USE ON CONC.
SIDEPLATES, ON CONC. SLAB OR FOOTING
COL.
TYPES D-2 =.032
; Lu
fin..''•
948
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
Exp.
FOOTNOTE: "SAMPLE'
WHERE SLAB OCCURS,
CUBED FOOTING SIZEFIGURE
INDICATES EXPOSURE
B FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6"
EACH SIDE FOR FREESTANDING ONLY.
CI
`
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SEE ALTERNATE FOOTING TABLES
FOR ATTACHED & SHT. 24 FOR FREESTANDING
PATIO COVER SYSTEM AS MFG. BY:
SHT. 10
pIu wN eY: K.K.
LATTICE
TOM CAMPBELL &ASSOCIATES, IN POST SPACING TABLE
AND RESIDENTIAL STRUCTURAL E GINEERING FREESTANDING
LIVE Lo=
10.20 &3 pst
HORIZ. WIND =
DURALUM PRODUCTS, INC.
8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 30
DATE: 5/0512009
SCALE: NONE
COMMERCIAL
RANCHO CUCAMONGA, CA (951) 7 1-2107 AND ATTACHED
90.100 & 110 MPH 101A1 d59_9Mi FDX d0? -1p10 eob JnldnmL.m mm
REVISED BY: K.K. 8 D.P.
10# L.L. 100 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
TOM CAMPBELL & ASSDC LATTICE
m O
O Z m
0 E
a z
U) 0
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
10, 20 8 30 s,
P
DURALUM PRODUCTS, INC.
lfQlAlA5l-7n7iVFAX.n.i.lfiiQ
ATT.
FTG.
(IN.)
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
RANCHO CUCAMONGA. CA (1 7 •2107 AND ATTACHED
BEAM
ATT.
FTG.
(IN.)
3"x8" BEAMw/INSERT
REVISED BY: K.K. 8 D.P.
ATT.
FTG.
(IN.)
90. 100 8 110 MPH
F
CO
1 -
FOR ATTAGHED PATIOS
MINIMUM NO. OF POST
TYPE 0 FOOTNOTE:
MAX.POST
SPACING
FREESTAND
MIN.
POST
TYPE
ATT.
FTG.
(IN.)
MAX.POST
SPACING
FREESTAND
MAX -POST
SPACING
FREESTAND
MAX.POST
SPACING
FREESTAND
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN•
POST
TYPE
POST TYPE 1
POST TYPE 2
EXP. B
EXP. C
EXP. B
EXP. C
23
24
4'
17'-0"
14'-4"
32
G
17
g 5
39
G
21
16'4"
34
G
20
29'-11"
39
G
61
2
2
2
2
5'
13'-7"
13'-4"
32
G
18
17'"
34
G
22
14'-8"
34
G
2026'-9"
39
G
7,
2
3
2
2
6'
11'-4"
12'-6"
32
G
19
15' 8"
34
G
22
13'-4"
34
G
21
24'-5"
39
G
24
B
2
3
2
2
7'
9'-8"
11'-7,
29
G
19
14'-6"
13-11"
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
B.
3
3
2
2
8'
8'-6"
10'-10"
29
G
20
13'-7"
13'-0"
34
G
24
11'-7"
30
G
22
21'_2°
39
G
10
3
3
2
2
26
9'
7'-7"
10'-3"
29
G
20
12'-1
34
G
24
10'-10"
30
G
22
19'-11"
39
G
26
„
3
4
2
2
12'-3"
10'
6'-9"
9'4"
29
G
21
12'-2"
11'-8"
34
G
24
10'-4"
30
G
23
18'-11"
39
G
12•
3
4
2
2
27
11
6-2"
9,_3„
29
H
21
11, 7„
11'-1
30H
25
9'-10"
30
H
23
18'-0"
34
H
27
13'
4
4
2
3
12'
5'-8"
8'-10"
29
H
22
11'-1"
30
H
25
9'-5"
30
H
23
17'4"
34
H
14'
4
5
2
3
27
10'-7"
13'
5-2"
8'-6"
32
H
2210'
8"10, -234
H
25
9'-1"
34
H
24
16'-7"
34
H
28
28
15'
4
5
3
3
14'
4'-10"
8'-2"
32
H
22
10'-3"10
34.
H
26
8,_9„
34
H
24
16'-0"
34
H
16•
4
5
3
3
15
4'-6"
7'-11"
32
H
23
9'-11" 6
34
H
26
8'-5"
34
H
24
15'-5"
34
H
28
17'
S
6
3
3
16'
4'-3"
7'-8"
32
J
23
9-7 , 2„
34
J
26
8'-2"
34
J
24
14'-11"
34
J
18•
5
6
3
3
29
17'
4'-0"
7'-5"
32
J
23
9 4 -11"
34
J
27
7'-10"
34
J
25
14'-6"
34
J
29
,e
5
6
3
3
18'
T-9„
7,_3„
32
J
249
1 8'
8'-
34
J
27
7'_5„
34
J
25
14'-1"
34
J
20'
5
6
3
3
29
19'
3'-7"
7'-0"
38
J
24
8'-1 g _5
39
J
27
7,_0
39
J
25
13'-9"
39
J
29 FOOTNOTE:
AND OR MIN. NO. OF POST
30 REQUIRED SPACING MUST EXCEED
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
20
T-4"
6'-1 0"
38
J
24
8' 7"HEADER
8'-3"
39
J
27
$„
39
J
25
13,_4"
39
J
Q _
NOTE:
FOOTING SHOWN REPRESENTS LENGTH
EACH SIDE OF CUBED FOOTING WITHOUT
WHERE SLAB OCCURS, CUBED FOOTING
MAY BE REDUCED 6" EACH SIDE FOR
SEE ALTERNATE FOOTING TABLES
OF
SLAB.I-
SIZE
FREESTANDING
ONLY.
�Q`` �P
h
LJU N`' ,' 7
Exp.1
\
•t7A ��
r
9 8
"
FOOTNOTE:
FIGURE
ADDITIONAL
FOOTNOTE:
/.iiJ
COL. TYPES
COL. TYPES
"SAMPLE"
INDICATES EXPOSURE
FOOTNOTE:
WHERE
D-1 =.024"
D-2 =.032"
B
ONLY
SIDEPLATES, USE ON CONC. SLAB ONLY
SIDEPLATES, ON CONC. SLAB OR FOOTINGS
FIGURE INDICATES EXPOSURE C
ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 24
FOR FREESTANDING
a,
DRAWN BY: K.K.
TOM CAMPBELL & ASSDC LATTICE
LIVE LOAD=
PATIO COVER SYSTEM AS MFG. BY:
DATE: 510512009
POST SPACING TABLE
COMMERCIAL AND RESIDENTIAL STRUCTURA FREESTANDING
10, 20 8 30 s,
P
DURALUM PRODUCTS, INC.
lfQlAlA5l-7n7iVFAX.n.i.lfiiQ
SCALE: NONE
RANCHO CUCAMONGA. CA (1 7 •2107 AND ATTACHED
HORIZ. WIND =
6269 ALPINE AE., SACRAMENTO, CA 95826
SHEET 26 OF 30
REVISED BY: K.K. 8 D.P.
90. 100 8 110 MPH
<alna rni A„ml„m rnm