10-1060 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 10-00601;060
Property Address: 44755 CALLE SANTA BARBARA
APN: 604-392-025-66 -25953 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3192.'
Applicant: ,Q
T4hf 4 4 Q,"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT.
Architect or Engineer:A/10—
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of -perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
License.Class: DD013 D38 D5' License No.: 528335
Date:, � o `-� 7'1.QContr� ac
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 orshe is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (5500).:
(_ I I, as owner of the property, or my employees with wages as their sole compensation,.will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 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 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION CENOING 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
Owner:
WILSON BARBARA
44755 CALLE SANTA BARBARA
LA QUINTA, CA 92253
Contractor:
MAJESTIC SHUTTERS
83876 AVENUE 45
INDIO, CA 92201
(760)861-8953
Lic. No.: 528335
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/13/10
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
X 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 BARRETT BUS SVC Policy Number 2246
I certify that, in the performance of the work for which this permit is issued. 1 shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
Date-I0DAppl_
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100;0001. IN ADDITION TO THE -COST OF COMPENSATION,.DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST,'AND ATTORNEY'SFEES.
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 relatingpt building construction, and hereby authorize representatives
of this county to enter,upon-the-above-menuoned'.property for inspection purposes.
i j/F ,.
Data /,O �� -1 )gnature (Applicant or Agent):��
Application Number 10-00001060
Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 63.00 Plan Check
Fee
40.95
Issue Date . . . . Valuation
. . .
. 3192
Expiration Date 4/11/11
Qty Unit Charge Per
Extension
BASE FEE
45.00
2.00 9..0000 THOU BLDG 2,001-25,000
18.00
- ---- -----
Special Notes and Comments '
-----
240 SQUARE FEET LATTICE TYPE WEATHER -WOOD
SHADE STUCTURE. PER APPROVED..PLANS'.&
2006IBC 2006 IRC & 2007'CBC.
Other Fees . . . . . . BLDG•STDS ADMIN (SB1473)
1.00
Fee summary Charged Paid Credited
Due
' Permit Fee Total'' 63.00 .00
.00
63.00
Plan Check Total 40.95 .00
.00
40.95
Other Fee Total 1.00 .00
.00
1.00.
Grand Total 104.95 .00
.00
104.95
LQPERMIT
Bin #
Cit of 1.A .-Quin to •
Build(ng,BT Safety Dkiston-.
P.O Boz.1504, 78-495..Calk Tampico
U'Qutnta, _CA 92253.-,(760) ( 777-7012
Building Pormit-A*lication and-.Tracklog>Sheet
Permit #
Project Address: Li L1 % S S CALL A,`. `' AAOwner's
A. P. Number:
:Address: y H r,,: et2" .
Legal Description:
City, -ST, Zip:
Contractor: MA T E $ j
Telephone: , , ' :' �.• o.. >
Address: 'l (a J S ti
'Project Description: 2—H Q
City, ST, Zip: NJ l7 ' Q L a 2LLY2 (i.
? ye E wE. 0.1 000
Telephone: 1(,0 '6(01
State Lic. # :5 2-3.3. City-Lie.
ity Lie #,
Arch., Engr., Designer
P� T 7. eot L
Address:
City., ST, Zip:
Telephone:
: {>. r c``
rw:,;;f. ?>
;. �.µ,,,:�,�•<�s;;�`�?;:s:,•�z�.,
Construction Type:Occupancy:
State Lic.#:.$
� Project type(circle one):. New Add'n Alter Repair Demo
Name of Contact Person:
Sq, Ft.; Z L( O
#Stones:
#Units:
Telephone # of Contact Person:
:Estimated Value of Project:
APPLICANT: DO.,NOT`WRITE: BELOW THIS LINE.
N
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Cafes.
Reviewed, ready for corrections
lilan Cheek Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance .
Title 24 Calcs.
Plans picked'up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
20° 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:-
7rd Reyiew, ready for correctionsrssue
Developer•Impact Fee
Planning Approval
.Called Contact Person
A.I.P.P.
Pub. Wks: Appr
Date of permit issue .
School Fees
Total Permit Fees
mm
I E
POOL -
10,
No
-LA-T TICC: T YPE ,W, E-:
I jP4 C -.Z
(Ij 0, 0
-S,,TP-L)CT ORE.
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WILSON IQESIOENGE
14 J5S C A
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I
7603464349 JMManagmentcornpa 09:13:44 a.m.. 10-11-2010
SONRISA MAINTENANCE
do J. & Ws; Management Co.
P;O ?Box;1398
Palm;Desek, CA 92261
(760) 568-0349
October 11, 2010
Mr. and Mrs. Phil Wilson
44-755 Calle Santa Barbara
La Quinta, CA 92253
Dear Mr. & Mrs. Wilson:
Please be advised your request for construction of a Patio Shade Structure at your propertyat 44-755 Calle
Sanat Barbara in Sonrisa in La Quinta has been approved.
This approval should not. be considered a building permit. All necessary approvals and permits must be
obtained from the City of La Quinta before '"any construction begins. All"rules and regulations pertaining
to construction must be adhered to during course of construction.
If you have any questions, please call me.
Sincerely,
Cc: Precision Patio
2010-10-11 10:09 Palm Desert CA 7603464349 Page 2/2
2/2.
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 8 2005 ALUMINUM MANUAL -ADM 1-00 & 1-05, RESPECTIVELY.
JUL 15 2010
DRAWING NOTES :
2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED.
3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY.
4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD
OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED
REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.
THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL.
7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH CBC & IBC APPENDIX I OR IRC APPENDIX H.
8. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL.
9. AN ATTACHED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN
AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS.
10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO.
DESIGN CONSIDERATIONS:
14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/4 INCH PER FOOT.
15. MINIMUM PATIO COVER SIZE: 80 SQUARE FEET.
16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET.
17. COVERS ARE DESIGNATED 'RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13.
18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN
ASCE/SEI 7, SECTION 6.5.7.1.
19. THE FREESTANDING AND ATTACHED SOLID AND LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS
"OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13.
20. THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR
WIDTH (P,.FT), SHALL NOT EXCEED ONE (1).
21. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P,
FT), SHALL NOT BE LESS THAN ONE (1).
MATERIAL SPECIFICATIONS:
22. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED
WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS.
23. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH.
24. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING
PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 150 PSF/FT x 1.23 PER
TABLE 1804.2 SOIL CLASSIFICATION FOOTNOTE d).
25. EMBEDDED STEEL MENBERS'SHALL BE HOT -DIPPED GALVANIZED, RUST-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.
NOTES: ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHERWISE NOTED
DESIGN LOADS:
11. RESIDENTIAL APPLICATIONS - CBC & IBC CHAPTER 16, IBC APPENDIX CHAPTER 1
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.
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/05/2009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 8 30 psf
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGACA (951) 741-2107
,
GENERAL NOTES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 1 OF 30
REVISED BY' K.K. 9 D P ,
Aft 1MR11A MPH
fAiA1 Afi7-7M7 FAY Ona -imp ll[Alr rIl6 L,m rn
RAFTER. SEE
OPEN CE TYPES
Ex ST
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
N
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 a 30 Ps1
>s
NC
SCALE: NONE
REVISED BV' K.K. 8 D.P
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
N T THIS LATTICE-TYPE SEE SCHEDULE
\
SJ.
EE BCHEDUIE/STING
6V
MAY NOT BE ENCLO EO ORSTRUCTURE
CO ERED.
MAX, O.M. O
?S% •{� 25% OF SPAN
DaA'9}
90.100& 110 MPH
RAFTER, SEE TABLE
FOR SIZE
\
O
AND SPACING
ZS&pFpSP
10
X .H
ps-CR/y�2M
TSa
`
POS HEIGHT
C
r'
SEE SC EOULE
-
\fL��G•
b
}
�•
`
P THEIGHT
SEE CM DULE
. 16
p':
LENGTH OF STRUCTURE VARIES
-
A
OST WITH SIDE.
0 .
.
a
PLATES• SEE DETAIL
LENGTH OF STRUCTURE VARIES
SFF � Saq
IIVIIIIWInI
_
'VB�FciNG
NOTE: EACH COMPONENT IS INTER-
] 12' SLAB ATTACHMENT
MAYBE USED WHERE
9 C�
JUL ZOO SFFT SPgC/
POST WITH SIDE-
PLATES SEE TAIL
CHANGEABLE.WITIi ANY OTHER
sFFT sac MI
1 V
��F NC
COMPONTENT UNLESS OTHERWISE SHOWN.<F
,N' EE EH DOLE
`
\
-o
CH COMPONENT IS INTER- o
I osis
] t2 slAe ATTACHMENT
-
FOOTING WHERE REQUIRED, �' QQFES
SEE SCHED. FOR FOOTING
BLE WITH ANY OTHER - s
FFT iOqC
MAY BE USED WHERE
PERMITTED.
OPEN LATTICE -TYPE PATIO COVER
S
1' a .
'
NT UNLESS OTHERWISE SHOWN.<F INC
SEE SCHEDULE
- -
` SCALE: Nis
"
NOTE THIS OPEN LATTICE TYPE STIR
MAY NOT BE ENCLOSED OR 'C'
-v� 4
FOOTING WHERE REQUIRED:
SEE SCHED. FOR FOOTING CUBE SIZE
TYP_ET'E" AT_TAC.HED:SINGLESPAN' L-A-T=TIG&STRUCTU =
�► r.. y PE "F" ATTACHED MULTISPAN LATTICE STRUCTURE"
— No:3
948,
I 11;
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
:31
_I
*• -
MAYNST BE ENCLOSED OR COVERED. -
RAFTER• SEE.TABLE MAX PROD.-
FOR SIZE SEE SCHE U -
�*
NOTE: THIS OPEN LATTICE -TYPE S
SEE SCHEDULE
-
" "
AND SPACING,
MAY. NOT BE ENCLOSED OR
c
'[ RAFTER. SEE TABLE -
014
O.H.
_
FOR SIZE
AND SPACING
"
SPAN,
a°sTSp
,
Mq}
O/C
i
1S MAX. O.H.
?Op
OVF 25WOF SPAN
TSagCI'1'C
OST HEIGHT
A
`
` SE EOULE
6
OST HEIGHT
. o-
•''G
®
SE
HEDULE
,
- .
16
LENGTH OF STRUCTURE VARIES
O
@S
O
OST CROSS-SECTI
SEE POST DETAI
-LENGTH OF STRUCTURE VARIES
SFFT sago
POST CR SS -SECTIO ,
SEEPOSTDET L
NOTE: EACH COMPONENT IS INTER-
aos
SLAB
AB
SFFT�<AOIL
CHANGEABLE WITH. ANY OTHER
MAY
sFF T a TO CONSTRAIN
T�<Fc�t
F G
] 12- SLAB
COMPONTENT UNLESS OTHERWISE SHOWN.
I
SCHEDULE EE
NOTE: EACH COMPONENT IS INTER- aos
MAY BE USED
TO CONSTRAIN
OPEN LATTICE -TYPE PATIO COVER
CHANGEABLE WITH ANY OTHER sFF -q
ge
T�F N
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G FREESTANDING SINGLE SPAN LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: K.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 a 30 Ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BV' K.K. 8 D.P
RANCHO CUCAMONGA, CA (951) 741-2107
STRUCTURES
HORIZ. WIND o
6269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 3 OF 30
90.100& 110 MPH
IQIA1 A57.7A71 FAY dMA.151A .nlaa/M.4.mL.m rnm
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25% -
OF SPAN
SEE DETAIL FOR SPLICE
SOLID PANEL TYPES
ATTACHMENT CHANNEL C
SEE DETAIL AND gH h OF STRU
THE P/2p ECTpBe Le gOH H/ES
OSA IV
O.H1� SPAN EO I
_OST OPTIONAL: CANTILEVER
SO. POSTS, SIZE VARIES SFE SCH qC/NG SEE SCHEDULE FOR
ED(/LES POST SPACING
O
3 1/2" SLAB ATTACHMENT H'
MAY BE USED WHERE ALTERNATE: Z5% OF SPgAk
PERMITTED. SINGLE POST
SEE SCHEDULE � SEE SCHEDULE
MAX. HT.= 12' \
NOTE: NO SPLICE AT THIS
J POST ANDA END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE �Q
NOTE: EACH COMPONENT IS IN i 1
CHANGEABLE WITH ANY OTHER {..
COMPONTENT UNLESS OTHERWI bW
Tvrnr ItAli AT7-Af+"rM C%IAIl�l r C%r AKI tAl—A-11�... ..
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
I.
LENGTH OF 7r 1
H ST RUCTURE VAR/ES
(Mq y NOT SS ENCLOSED J
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
"O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
1
SQ. POSTS, SIZE VARIES
3 1/2" SLAB ATTACHMENT
MAY BE USED WHERE
PERMITTED.
SEE SCHEDULE
MAX. HT.= 12'
ATTACHMENT CHANNEL
SEE DETAILS —
MIN 11 75" SI nPF PFR FT
WHERE REQUIRED _/
DULE FOR FOOTING CUBE SIZE
JUL 15 2010
ALUMINUM
ROOF PANEL MIN. 0.25" SLOPE PER FT
SEE SCHEDULE
FOR SPANS
"O.H" NOT TO EXCEED 25%
OF SPAN
O
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
( Mq y NOT gE ENCLOSE )
SEE DETAIL FOR SPLICE
FOOTING WHERE REQUIRED J
SEE SCHEDULE FOR FOOTING CUBE SIZE
TOM CAMPBELL d ASSOCIATES, INC.
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
SQ. POSTS, SIZE VARIES
POSTSP
SEESCHEO�NFS
OPTIONAL: CANT EVER BEAM
SE SCHEDULE FOR
SEE DETAIL FOR SPLICE –�
POST Sp
SEESChEOU�
DURALUM PRODUCTS, INC.
OPTI NAL: CANTLE
SEE SCHEDULE
SCALE: NONE
POST
i
SO. POSTS, SIZE VARIES
S
8269 ALPINE AVE., SACRAMENTO, CA 95826
PST SPACING
3 1/2" SLAB
MAY BE USED
ALTERNATE:
O H'
1�spm
3 1/2" SLAB
90. 1006 110 MPH
iptal As7.7n71 FAx An:l1s1G ..1—am.—I.—
O -h.
?5y
MAY BE USED
ALTERNATE:
OFSp kTO E
CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
iv
0 SPLICE AT THIS
NOTE�DATENDBAYS.
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
SINGLE POST
SEE SCHEDULE
NOTE
O SPLICE A THIS
POST
POST
D AT END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED J
SEE SCHEDULE FOR FOOTING CUBE SIZE
TOM CAMPBELL d ASSOCIATES, INC.
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.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
TYPE "C" FREESTANDING W/CANTILEVER OPTION
TYPE "D" FRFFSTANnIN(, MI 11 TISPAN W/r ANTII P\/PP ()PTIr)KI
DRAWN BY: K.K.
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052008
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLID PANEL
10, 20 d 30 psl
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (851) 741-2107
STRUCTURES
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
REVISED BY: K.K. & D.P.
90. 1006 110 MPH
iptal As7.7n71 FAx An:l1s1G ..1—am.—I.—
SHEET 2 OF 30
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS
6.5"
2" MA6.5"
X. 2"
r024"
�-y- 032'
-- `-•042" .024"
ALUM. ALLOY 3004-H36 .032"
OR EQUAL
ALUM. ALLOY 3004-H36
SEE NOTE BELOW OR EQUAL
2 x 6 1/2" RAFTER m DBL. 2 x 6 1/2" RAFTER
Wos)
"T' 90, 100 110 MPH L.L.= ^T' . m ,$ 90,;100 8110 MPH
(INJ wo EXPOSURE B B C (PSF) `(IN.) N o EXPOSURE B B C
16' 14'-11". .024, 16 ...- 21-l„ '.
.024
24" 17_2
16" 20,_1,,
10 .032.. .032
24" 16' S" �24,v 23'_3„ -
16 24.10S . 16 ' 15 3,;
042 24" .024
20._3„ JUL 15 X010 20
16 10'-10" 16'
.024 .032
24° a' -1o" - QPpFESsj.24 .16'-10"
16,, . 14'-7' ' j ��. CJ 9 : • Cq' q� 16„ 13 9'
20 032024
24" 1 p 11,. r: y OSS .ZG� 30.1" 24" tl _2.i
r z 16"` 1e &'
.042 ui .. Nm 37W.. r . m .032
2a„ , 14,48, s, za°
Exp 3131 1:1 ,*
0241 16" 9'-8"
24"
30 ' •032 "' * NOTE: SINGLE RAFTERS SPACED 16" O.C. MAY BE USED AT 32" O.C. WHEN DOUBLED
AND SINGLE RAFTERS SPACED 24" O.C. MAYBE USED AT 48" O.C. WHEN DOUBLED. '
16,_2,. .
042
24„ 13,_2„
90/100/1 10MPH. EXPOSURE B:& C
3.0" B.0"
.042"
ALUM. ALLOY 3004-H36
OR EQUAL
BELOW
TRIBUTARY.,INIDTH''TABLE .=.
-
o+ 0)
N: o
: 3 x 8" RAFTER
PATIO COVER SYSTEM AS MFG. BY:
USEEOTE
90 &°100 MPH
-110MPH,
-.EXP. B S C
EXP. B-EXP.C'
6 7 • B 9 10 11 12
10
042
'16'
28'75"
26 S,
27'-8",-
24"
23' 2'
23 .`-2".
22-6"
.3 4 4 5 5 6 `6`
7
7
8-
8
20
.042
16"
: 20'-6„
20,-6„
20.-6„
24"
16,_9,.
16' 9" :
16. 9,.
9
10
10
11
11
30
.:042
16"
18'-6"
18'-6"
18',-67-
10
11
11
12
12
13
J
— 7 7 8 8 9 9
10
10
PROJECTION
O.H.:
SPAN
r
h
TRIBUTARY TRIBUTARY=
WIDTH 12 SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY.,INIDTH''TABLE .=.
-
CLEAR SPAN
(FT.)-
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
O.H:
6 7 • B 9 10 11 12
13
14
15"
16
17
18
19
20
21
0
.3 4 4 5 5 6 `6`
7
7
8-
8
9
9
10
10
11
1'
4 5 5 6 6 7 7
8
8
9
9
10
10
11
11
12
2'
5 6 6 7 7 8 8
9
9,
10;
10
11
11
12
12
13
3'
— 7 7 8 8 9 9
10
10
11
11
12
12
13
13
14
4'
— — — 9 9 10 10 1
11 1
11
12
12
13
13
14
14
15
11 11 1
12 1
12
13
13.
14 1
14
15
15
16
PROJECTION
O.H.:
SPAN
r
h
TRIBUTARY TRIBUTARY=
WIDTH 12 SPAN+O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: KK
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/052009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
-
10, 20 B 30 PSI
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 741-2107
RAFTER SPANS
HORIZ. WIND
8269 ALPINE AVE.,SACRAMENTO, CA 95BZ8
REVISED BY' K.K. 8 D.P.
90. 100 B 110 MPH
101A%4R7-7077 FAY dm-isia
SHEET 7 OF 30
PANEL FASTENERS 90/100/110 MPH EXPOSURE B &'C
CT
z4^
24" TRI -'V" PAN
L.L.= PSF 90- MPH 100- MPH 110 -MPH
10 #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 1 #14 S.M.S. 1 #14 S.M.S. 1 #14 S.M.S.
1Z" x 3 1/Z" W PANEL
L.L.= PSF 90- MPH 100- MPH 110- MPH
10 #14 S.M.S. #14 S.M.S. #14 S.M.S.
20 #14 S.M.S. #14 S.M.S. #14 S.M.S.
30 I #14 S.M.S. I #14 S.M.S. I #14 S.M.S.
NOTE: FASTENERS INDICATED ARE TO BE USED AT
FRONT HEADER AND REAR LEDGER
JUL 151010
L.L.= PSF
9D- MPH
100- MPH
110- MPH
10
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
20
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
6" / 8"x2 1/2" FLAT PAN W/(2) -V'S
30
#14 S.M.S.
#14 S.M.S.
#14 S.M.S.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 5/0512009
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
10, 20 d 30 ps1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED 8Y• K.K. d O.P
RANCHO CUCAMONGA. CA (951) 741-2107
PANEL FASTENERS
HORIZ. WIND
90. 100 d 110 MPH
18269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 6 OF 30
IA aF7-7n77 Fux ani757a cvl.cm,n�„vu,m _
" COLUMN/ POST. 'TYPES
�& SURFACE
MOUNT .,AND
EMBE'DM;ENT DETAILS'
FOOTING SIZE
SINGLE POSTS
EMBED.
ALUM.-1"BRACKET USE WITH
BOLTS
-
12"
23'& 24- CUBE
(2)-112.
3 1/4'
POST TYPE B.C.D. OR E.
16"
STEEL POST ONLY:
_ :(4)-12"0
.3 1/4'-
'T' BRACKET
26" 32, S'Q.
STEEL.'rBRACKET USE WITH
31- - 94- CUBE
USE POST TYPE
(J)-5/8"0 BOLTS
28" 35' SQ.
25"
- 39- CUBE
POST TYPE B,C.O.E,F,G.H.J OR K.
t t
F. G. H. J OR K -
FOR POST TYPE J
30"'
3"SO. POST ( )
2-#12 SMS EA.
3* SO. POST
ALUM.TBRACKE7:
USE (2)-3/8-0 HILT1
; I
1 I
32"
-
.�
4 5••
36" 51'' SQ. --34"
SIDE OF POST OR
40" 60" SQ. 39"
KWIK BOLTS OR EQUAL
44" 69" SQ. 43"
'CUBE FOOTING W13 12- SLAB
2 112"0 BOLTS
' 1/4".M.B. THROUGH
sTEEI.'T BRACKET:
1/2 DEPTH OF i
fOR ALL OTHER
16"INSERT
POST
SEE NOTES BELOW
USE (z)•a/e 0 HIL71 KWIK
BOLTS OR EQUAL
FOOTING OR
12" MIN. EMBD. I
CONDITIONS 4 5"
x .188"
(2)-3/8"0 HILTI "KWIK'-
( 2 MIN. EMBEDMENT DEPTH
ASTM A3
STEEL
BOLTS, OR EQUAL, EACH
FOR KWIK BOLTS
i•�.
BRACKET TO SLAB.
I
T_O.C_ t
MINIMUM DISTANCE TO
BASE P L
EDGE OF SLAB = 2-1/2"
...
Q
j
ASTM A572 STEEL
.e
_ •.
'
w w
.
DE TH ,
: i - ..
x
3/16"
SLAB SHALL BE.IN
a POURED CONCRETE
•':+.: :"._:�
"• '
3 y
. GOOD CONDITION
FOOTING SEE NOTE
'
:'.
d
ww
- -
FOR SIZE
(1)-112"OM.B.
'
OR FQLUTEDT(STL.)
3 1/2" MIN.
SEE FOOTIN
z9" LONG, 1"
SQUARE
OR 4" SO. POST (STL.)
SCHEDULE QUAR
FROM END
SEE FIGS,
INSERT
t
OFPOST 5'SCHED.'
EXISTING_SL-AB O
•
3":SQ. POSTS TO CONC. O
FOOTING
SQUARE POST
INTO FOOTING
EMBED. ' 9
O
PL.5/8' THK
.` 1 112 6-
T 1/2"
—
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY -
FOOTING & ANCHOR BOLTS
CUBE SIZE SO. 18" DEEP
' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18" SQ. 12"
BOLTS
20" 21" SQ.
12"
23'& 24- CUBE
(2)-112.
3 1/4'
- 22" �. 25" SQ:'
16"
25_.-30"CUBE
_
_ :(4)-12"0
.3 1/4'-
_
24'. 28" SQ. 20"
26" 32, S'Q.
23"•
31- - 94- CUBE
(4}5/8"0
4L
28" 35' SQ.
25"
- 39- CUBE
(4)-3/4-935"
43/4-
3/4"30-
30" 39" SQ.- 28"
321•• 43" SQ.
30"'
_
42- CUBE
(4)-314"0
(4)-314"040-'-
3/4'
34" 4T` SQ.. -
-
32"
-
NOTES: BOLTS SHALL BE.HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
,
,
36" 51'' SQ. --34"
38" 55" SQ. 37"
40" 60" SQ. 39"
42" 64" SQ. 41"
44" 69" SQ. 43"
'CUBE FOOTING W13 12- SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
(4)-3/4 0 HILT,I KWIK BOLT;TZ-STAINLESS
9"W x 5/8' STEEL PER I:C.C: ESR -1917 -OR EQUAL
(:4 3/4- EMBEDMENT DEPTH) '
WELDED STEEL BASE PLATE
NOTES:
BASE PLATE SCHEDULE e
PLATE SIZE MAYBE USED WITH POST TYPE,SEE SHT. 8 "
A. DO NOT USE ALUM. 'r
9' SO. x 5/8' B. C. D. F. G. 8 H
BRACKET WITH 3X&BM.
WANSERT, MAG. BEAM, 4. OR
.COLUMN • .
SURFACE MOUNT
7"I -BEAMS.
71
2. POST -TYPE E
INSTALL WASHER.PLATE, 2" X
RANCHO CUCAMONGA. CA (951) 741.2107
Y''X 0'=5K" AT STEEL -T"
HORIZ. WIND =
BRACKET.
FREESTANDING,
BAS,E ..PLATE ANCHOR
3. POST TYPE F
DO NOT.USE STEEL -r : JULJ" 15-2010
BRACKET W/7" 1 -BEAM.
-
BASEPLATE
„ -. ANCHOR BOLTS"(SIZE:& TYPE)
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
(4)-3/4 0 HILT,I KWIK BOLT;TZ-STAINLESS
9"W x 5/8' STEEL PER I:C.C: ESR -1917 -OR EQUAL
(:4 3/4- EMBEDMENT DEPTH) '
J
DRAWN BY: KK
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEWAS MFG. BY:
DATE: 51052009
MMERCIAL AND•RESIDENTIAL STRUCTURAL ENGINEERING
.COLUMN • .
SURFACE MOUNT
,
10, 2018 30. sl -
P
DURALUM PRODUCTS, INC.
SCAfo
NONE
REVISED
REVISED BVt K.K. B D.P.
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
90. 100 8 110 MPH
/91A1 aR9-7091 CAW 40.i1R/9 .=t—ftd ,b m
SHEET 10 OF 30
J
HEADER BEAM TYPES & ATTACHMENT DETAILS
1.52" .61" GUTTER EXT. CLIP I GUTTER EXT. CLIP _
r- 3" J
SPLICE I
WHERE 4"
OCCURS ^070"
TYP.
ALUM. ALLOY
6063-T6 O
F
4' I -BEAM
-��-T
i
1 � 042'
I
! 8"
1
I'
I
I
ARM. ALLOY 3004-H38 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
ALUM. ALLOY
6063-T6
7I -BEAM---- G -
3" 8"'
MAX." 3"
042"
ALUM. ALLOY 3004-H36
OR EQUAL s
—_DBL.,3-x-8,BEAM_ J ,
SPLICE WHERE
OCCURS
2.1 TYP.
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
6.5"
.024"
-� �- .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25"
1
T-14 GA.
7.675' ASTM A653 GRADE 50
JUL 1
II4.
-1 2.875"
3x8BEAM
STEELINSERT
DRAWN BY:,KKI TOM CAMPBELL 8 ASSOCIATES, INC. I
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: BYE K.K. 8 D.P.
NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES
REVISED
SPLICE WHERE
OCCURS
ALUM.ALLOY
6063-T6
MAG BEAM
3.00" SQ.
14"R
TYP. 48'
28"
ASTM A653 GRADE 40
@3"
E SQ. STEEL BEAM�-
3" 6.5"
MAX. 2"
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
3.0"
042"
8.0.1
1
ALUM. ALLOY 3004-H36
OR EQUAL
3 x 8 BEAM
O
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAD - " 31/4" x 12 GA. STEEL C -BEAM
pFESS/
�� Q,S � • Cgdj ql
10 �� ..�` 'O.r► �2
No.37948 r'
LIVELOAD YA l IU It(i
;UVtK JYJ I M AS W. BY:
10.20 a 30 psl DURALUM PRODUCTS, INC.
HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
90. 100 a 110 MPH 1101AId.ru-7n7i FAX Af1A_1F1p "n cftdi b,m mm
SPLICE WHERE -�
179"
OCCURS
U)
`D 2.57"
t2.19—L=
4.6"
2.08"
4— 1—
2.04 "
TY P.
2.93"
2.T'
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004 -H366063
A
ALUM.ALLOY
-T6
O
6.5" ROLLFORMED
4.5" GUTTER
r- 3" J
SPLICE I
WHERE 4"
OCCURS ^070"
TYP.
ALUM. ALLOY
6063-T6 O
F
4' I -BEAM
-��-T
i
1 � 042'
I
! 8"
1
I'
I
I
ARM. ALLOY 3004-H38 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
ALUM. ALLOY
6063-T6
7I -BEAM---- G -
3" 8"'
MAX." 3"
042"
ALUM. ALLOY 3004-H36
OR EQUAL s
—_DBL.,3-x-8,BEAM_ J ,
SPLICE WHERE
OCCURS
2.1 TYP.
ALUM.ALLOY
6063-T6 O
MAG. GUTTER C
6.5"
.024"
-� �- .032"
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
1.25"
1
T-14 GA.
7.675' ASTM A653 GRADE 50
JUL 1
II4.
-1 2.875"
3x8BEAM
STEELINSERT
DRAWN BY:,KKI TOM CAMPBELL 8 ASSOCIATES, INC. I
DATE: 5/05/2009 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SCALE: BYE K.K. 8 D.P.
NONE RANCHO CUCAMONGA. CA (951) 741-2107 BEAM TYPES
REVISED
SPLICE WHERE
OCCURS
ALUM.ALLOY
6063-T6
MAG BEAM
3.00" SQ.
14"R
TYP. 48'
28"
ASTM A653 GRADE 40
@3"
E SQ. STEEL BEAM�-
3" 6.5"
MAX. 2"
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
3.0"
042"
8.0.1
1
ALUM. ALLOY 3004-H36
OR EQUAL
3 x 8 BEAM
O
ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS
4" I -BEAM = 7"x 2 3/4" x 16 GA. STEEL C -BEAM
7" I -BEAD - " 31/4" x 12 GA. STEEL C -BEAM
pFESS/
�� Q,S � • Cgdj ql
10 �� ..�` 'O.r► �2
No.37948 r'
LIVELOAD YA l IU It(i
;UVtK JYJ I M AS W. BY:
10.20 a 30 psl DURALUM PRODUCTS, INC.
HORIZ. WIND= 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 30
90. 100 a 110 MPH 1101AId.ru-7n7i FAX Af1A_1F1p "n cftdi b,m mm
.10#11. 100 MPH FREESTAND.& ATTACHED OPEN.LATTICE.PATIOS 12' OR LESS EXP. B & C
s
>
I
3" SQ.
STEEL
BEAM
1, • CA F
MA� yC
DBL. 3"x8"X.042"BEAM.
JULyq
L 1 5 010
Q�4�Q5
FOOTNOTE:' -
COL.
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
< .Z
BEAM
FOOTING SHOWN REPRESENTS LENGTH OF
3,x8'�BEAMw/INSERT
��_
n
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
~
Np 37948 w
FOR ATTACHED
PATIOS
�.
3
FOOTNOTE:
>
MINIMUM NO.
OF POST
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
II_
o
O Z m
0 - g
Ix
H F
TYPE D
FOOTNOTE:
0-
a z
��O
SPACING
SPACING
SPACING
SPACING
m
FTG.
POSTMIN.
FTG.
FTG.
MIN.
FTG.
FTG.
pOST
fTG.
POSTTYPE 1
POST TYPE 2
(IN.)
TYPE
(IN.)
(IN.)
POST
TYPE
(IN.)
(IN.)
TYPE
(IN.)
fTG.
(IN.)
PIN.
TYPE
FTG.
(IN.)
F
EXP. B
EXP. C
EXP. B
2
EXP. C
2
4'
17'-0"
14'-4"
32
G
17
19, 2„g 5'
39
G
21
16'4”
34
G
20
29'-11"
39
G
23
s
2
2
5'
13'-7"
13'-4"
32
G
18
61.6„
34
G
22
14'-8"
34
G
20
26 '-9"
39
G
24
7,
2
. 3
2
2
2
2
6'
11'4"
12'-6"
32.
G
19
15.-8'
5'-0"
34
G
22
13�-4"
34
G
21
24'-5
39.
G
24
e'
2
3
7'
9'-8':
11'-7"
29
G
19
14'-6'3'-„”
34
G
23
12'-4"
34
G
21
22'-7"
39
G
25
3
9,
3
2
2
8'
8:-6"
10'-10"
29
G
20
13:-7"
13'-0"
34
G
24
11 �_�11
30
G
22
_
21 2
39
G
26
1o,
.
-3
3 ,.
f 2
2
g�.
71_7n
10' 3"
29
G
20
12'-1
°
34
G
24
10'-10"
30
G.
22
19'-11"
39
26
1I
3
4
G
.,
2
2
10',
6'-9"
9'-8"
29
G
21
12-21.T-8°
34
G
24
10'-4"
30
G
23
18'-11"
39
G
27,
3,
..
12,
4
2..
2
11
6'-2"
9'-3" .
29
H'.
21
11'-7"
30
25
9'-10"
30
H
23
18'-0'
34
H.
27
13,
4
11'-1"
4
2
3
12'
6-8"
8'-10"
29
H
22'
. 11'-10-7"
30
H
25
9'-5"
30
f
23
17'-3"
34
H
27
1a
4
S'
2
3
13'
5'-2"
8111
32
Fi
22
1 o'-81'' O -2;,
34
H
25
9'-1 "
34
H
24
16'-7"
- 34
H
28
1s
4
5
3
3
3
3
14'
4'-10"
8'-2"
32
.H
22 .
10-3'10„
. 34'.
H
. 26
8'-9"-
34
H
24
16 0"
34H
`
28.
1s•
.-4
5
15'
4'-6"
T-11"
32-
H
23
9'-11"
'6"
34-'
H
26
8'-5"
34
H
24
15;-5'
34
H�
28
1r
5
6
3
3
16'
4'_3"
T-8"
32
J
23
9'-7" -2"
34
.. J
26
8._2,1
3424
J
14'-11"
34
J
29
is-
s'
S
6
3
3:_
17'
4'70"
T-5"
32
J
23
9
34
J
-
27.
T-10".
34
25
....14'-611
34
29:`
19•
5
3
J
,
6
3
3 3
18'
3'-9"
T-3"
32
J
24
9'-1"
8%.8'
34
J.
27,
T_511
34
J
25
.14'-1"
34
J
29
20'
5
6
_
19'
3'-7"
T-0"
38
: J
24
8'-5"
39
J
27
T-0"
39
J
25
39
J
29
13 -9
FOOTNOTE:
HEADER
REQUIRE6
AND OR MIN.' NO.OF
SPACING MUST
POST
EXCEED
20'
3'-4"
s'-10"
38
J
24
39
J -
•
- s'-8"
39
` J
25
13'-4°
39'
J
3O
8-3
DRAWN BY: K.K.TOM
DATE: 5/05/2009
I
ALLOWABLE,SLAB SPACING
`` '
LIVE LOAD
Q
1, • CA F
MA� yC
. OR LESSER MUST BE USED
JULyq
L 1 5 010
Q�4�Q5
FOOTNOTE:' -
COL.
NOTE:
��
< .Z
TYPES D-1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
FOOTING SHOWN REPRESENTS LENGTH OF
_
n
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
~
Np 37948 w
"SAMPLE"
WHERE SLAB OCCURS, CUBED FOOTING SIZE
3
FOOTNOTE:
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.FIGURE
80. 1004 110 MPH
/A1A1 dF7-7A71 F4%dAtlitA eatnahTlAilroLlm rnm
INDICATES EXPOSURE 8 _f4
\Q
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 24 FOR FREESTANDING
I OQ
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
DRAWN BY: K.K.TOM
DATE: 5/05/2009
CAMPBELL VASSOCIATES, INC.
LATTICE
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
j0, 20`b 70 pal
DURALUM PRODUCTS, INC.
REVISED BY: K.K. b D.P.
RANCHO CUCAMONGA, CA (95 1) 741-4107
AND ATTACHED
HORIZ. WIND =
8269 ALPINE AVE:, SACRAMENTO. CA 95826
�
80. 1004 110 MPH
/A1A1 dF7-7A71 F4%dAtlitA eatnahTlAilroLlm rnm
SHEET 26 OF 30
10# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
>.
TOM CAMPBELL 8 OtF
3" SQ.
STEEL
BEAM
DBL. 3"x8"x.042"BEAM
DATE: 51052009
SCALE: NONE
OMMERCIAL AND RESIDENTIAL ERING
I
POST SPACING TABLE
FREESTANDING
DBL.2"x6.5"x.032"
OR 3"x8"BEAM
BEAM
REVISED BY: K.K. d O.P.
3x8 BEAMw/INSERT
AN? ATTACHE a
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 27 OF 30
FOR ATTACHED
PATIOS
¢
Jim
FAY entt5ta ..u,.rmn,"su,�, rr,"
}
mQ=
MINIMUM NO.
OF POST
F F-
c o
O Z
0-5
U
MAX.POST
FREESTAND
ATT.
MAX.POST
FREESTAND
ATT.
MAX.POST
MAX.POST
FREESTAND
ATT.
AX•POS7
FREESTAND
ATT•
F H
TYPE D
FOOTNOTE:
m
F
¢ m
a z
SPACING
SPACING
SPACING
FOR DBL.
SPACING
FOR 3" x 8"
SPACING
m
E
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
FTG.
MIN.
FTG.
POST TYPE 1
POST TYPE 2
moo
(IN.)
POST
TYPE
(IN-)
(IN.)
POST
TYPE
(IN.)
2" x 6.5x.032"
BEAM
(IN.)
POST
TYPE
(IN.)
(IN.)
POST
PE
(IN.)
H
EXP. B
EXP. C
EXP. B
EXP. C
4'
17'-0"
14'-4"
32
G
18
19 �,_6„
41
H
22
16'-4"
16'-4"
36
H
20
29'-11"
41
H
2�4
6•
2
2
2
2
5'
13'-7"
13'-4"
32
G
19
17'- 2"
36
H
23
14'-8"
14'-8"
36
H
21
26'-9"
41
H
215
2
3
2
2
�,
6'
11'4"
12'-6"
32
G
20
15'-8"
36
H
24
13'-5"
13'-4"
36
H
21
24'-s'
41
H
23
�6
3
4'-4
e'
3
2
2
7'
9'-8"
11'-7"
29
G
21
14113 3"
36
H
25
12'-5"
12'-4"
36H
22
227 '_ "
41
H
23
/17
g,
3
3
2
2
8'
8'-6"
10'-10"
29
G
21
13 12,
36
H
25
11'-7"
11'-7"
32
I (
22
21'-2"
41
H
2
10'
3
5„
27
4
2
2
9'
7'-7"
10'4"
29
G
22
12'-11 '8„
36.
H
26
10'-11"
10'-11"
32
H
23
19'-11"
41
H
24
11'
3
4
2
2
10'
6'-9"-
9'-8"
29
G
22
12'-
36
H
26
10'-5"
10'-4"
32H
23
18'-11"
41
H
�8
4
1
12'
4
2
3
11'
6'-2"
9'4"
29
H
23
11'-7"
32
`I
26
9'-11"
9-10'
32
H
24
18'-0 "
36
H
25
13'
4
s
10'-7"
�9
2
3
12'
5'-8"
8'-10"
29
H
23
11'-10
32
H
27
9'-2"
9'_5"
32
H
24
17'4"
36
H2%9
14'
4
1
5
3
3
13'
5'-2"
8'-6"
32H
24
9,_9„
36
j
27
8'-5"
9'-1"
36
j
24
16'-7"
36
2/30
15
4
5
3
3
14'
4'-10"
8'-2"
32
H
24
10'-3"
36
J
28
T-10"
8'-9"
36
j
25
16-0"
36
j
16
5
6
3
3
X30
15'
4'-6"
7'-11"
32
H
24
9.11,,
_1"
36
J
28
7'-4"
8'-5"
36
J
25
15'-5'
36
J
7l
X30
1r
5
6
3
4
16'
4'-3"
7'-8"
32
H
25
9-7 8'-9"
36
J
28
6'-10"
8'-2"
36
J
25
14'-11"
36
J
17'
4'-0"
7'-5"
32
J
25
9
36
J
28
6'-5"
7'-11"
36
J
25
14'-6"
36
j
X3119'
S
7
3
4
1
FOOTNOTE:
HEADER
REQUIRED
18'
3'-9"
7'-3"
32
25
9-1
8'-3"
36
j
29
6'_1"
7'_9"
36
j
26
14'-1"
36
J
2�1 I 1
20'
6
7
3
477]
19'
3 -7 „38
7'-0'
�
25
8'-10"
g'8-4-41
j
29
5'-9"
7'-6"
41
j
26
13'-9"
41
�
8
�1
AND OR MIN.
SPACING MUST
NO. OF POST
EXCEED
6'-10"
38
J
26
8�
�'_� o
41
�
29
5 -6
7'-4"
41
�
26
13-4"
41
J
B l2
i/3 J
JUL 15 A
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 d SHT. 24 FOR FREESTANDING
ALLOWABLE SLAB SPACING
OR LESSER MUST BE USED
FOOTNOTE: "
COL. TYPES D-1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY
COL. TYPES D-2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTING;
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: K.K.
TOM CAMPBELL 8 OtF
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
DATE: 51052009
SCALE: NONE
OMMERCIAL AND RESIDENTIAL ERING
I
POST SPACING TABLE
FREESTANDING
10, 20 6 30 psl
DURALUM PRODUCTS, INC.
1lqIr1457.7n?i
REVISED BY: K.K. d O.P.
n�
RANCHO CUCAMONGA. C Ina,1 741-2107
AN? ATTACHE a
HORIZ. WIND =
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 27 OF 30
80. 100 d 110 MPH
FAY entt5ta ..u,.rmn,"su,�, rr,"