12-1097 (PAT)P.O. BVX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 12-00001097
Property Address: 81656 BRITTLEBUSH IN
APN: 764-270-999-157 -300232-
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: MEDIUM HIGH DENSITY RES
Application valuation: 3990
Annlirant-
Architect or Engineer:
pip
------------------
LICENSED CONTRACTOR'S DECLARATION
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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.
Lic se Class: C29 D03 License No.: 928413
^f4 ntractors��it _
Date: 2
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
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 .01
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 _ ! 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 contractorls) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.)•
Lender's Name:
Lender's Address: RA
LQPERMIT
Owner:
MICHAEL TAYLOR
81656 BRITTLEBUSH LANE
LA QUINTA, CA 92253
VOICE (760)
FAX (760) 74 e-701
INSPECTIONS (760) 777-7153
Date: 9/24/12
Contractor:
CSER, RYAN GABOR D
29811 CALLE COLINA
CATHEDRAL CITY, CA 92234
(760)861-8953mTA
LiC. No.: 928413 CITY OFA-p`QF,4
r.IMPNC_
-----------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
Code, for the performance of the work for which this permit is issued. 'My workers' compensation
insurance carrier and policy number are:
Carrier EXEMPT Policy Number EXEMPT
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers' compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
/ 3700 of the Labor Code, I shall forthwith comply with those provisions.
fie e: Z `1- %�TO
nt:
/WARNING: FAIL1URE WORKERS' COMPENSATION 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 propert^for inspection purposes.
C 2 `(. /
Date: � Si lure (Applicant or Agent):
Application Number . . . . . 12-00001097
Permit
PATIO COVER PERMIT
Additional desc .
.
Permit Fee . . .
. 63.00 Plan Check
Fee
40.95
Issue Date . . .
. Valuation
. . . .
3990
Expiration Date .
. 3/23/13
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
300 S.F. LATTICE
WEATHERWOOD ATTACHED
SHADE STRUCTURE.
2010 CODES.
----------------------------------------------------------------------------
Other Fees .. . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary
-----------------
Charged Paid Credited
------------------------------
----------
Due
Permit Fee Total
63.00 .00
.00
63.00
Plan Check Total
40.95 .00
.00
40.95
Other Fee Total
1.50 .00
.00
1.50
Grand Total
105..45 .00
.00
105.45
LQPERMIT
Rear '�" `P
'L
3U' Lattice type
We \
atherwood shade
P We
1S structure. Attached
L
Front Street
Ca L c# 928413 CITY OF LA QUI NTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
LDATd--- o�T'/� BY� — I
il
rTro g y -
August 30, 2012
Michael Hardcastle-Taylor
Property: 81656 Brittlebush Ln
Account: 015000057122 ,
CONDITIONAL APPROVAL
.Dear Michael Hardcastle-Taylor:
Weare pleased to inform you that your plans for installation of an attached patio cover, received on
08/22/2012, have been approved by the Design Review Committee with the following conditions: 1, 2,
3 and 19 (see attached copy).
This approval does not constitute consent by the Association for the applicant to encroach, trespass,
or build on any property other than that of the applicant. This approval is related solely to the items
reserved for approval by the CC&R's in accordance with the Design Review Guidelines. The approval
does not extend to the quality of work done by your architect, or contractor, or to any structural
engineering, soils engineering, or site grading and drainage design. You are urged to obtain the services
of a state licensed professional for consultation as needed.
The Design Review Committee is composed of volunteers. As such, it does not review applications to
ensure compliance with building codes, or other local or state laws. Please be advised that this
approval does not relieve you from obtaining any necessary building permits from the governmental
agencies involved to ensure compliance with these codes. Any violations of these ordinances will be
your responsibility to correct. Thank you for your patience in this matter and for complying with the
Association's policies and standards.
F
CCAM, CMCA, AMS
General
Enclosures
cc: Board of Directors
Design Review Committee
Trilogy at La Quinta Maintenance Assoc.
Professionally Managed by Action Property Management, Inc.
60-750 Trilogy Parkway, LaQuinta, CA 92253-7717
Phone: 760-777-6059 Fax: (760) 564-2474
www.actionlife.com
TRILOGY AT LA QUINTA 0.:UL°��v`f
CONDITIONS OF APPROVAL
I .
Property Address: �1 (O q --p 6-o#kb-5� Date Reviewed:
Conditions
Your plains have been approved, provided that you meet die items checked below and all work is consistent will► die
of -Approval
Design Guidelines.
The patio cover material must be Alumna am
wood or other similar wood like construction. Roolingaterials shall
/
V
1
match the roof material of the dwelling or be open wood lattice
2
The color of the patio cover matches the home's stucco, accent, fascia or white.
3
Any patio cover or awning to be installed and attached to the home must be installed int such a mahhner dint it
does not compromise the integrity of the water permeability of die home.
Due to the patio cover's size it must be constructed with variable heights or must be constructed in two sections
4
nidi a separation iu between
5 IThe
size of the patio cover is limited to die size of the proposed patio slab.
The proposed retractable awning may not be a striped awning. It must be a neutral color that blends with die
6
khome. Please submit a sample of die fabric.
7
Obtain services of a state licensed professional for consultation.
Obtain necessary building permits from the city of La Quiuta, nheetinng setback requiremenLs per city code mid
$
maintain die existing drainage.
9
Maintain positive drainage in accordance with the Trilogy Design Guidelines (Section 3.8).
10
The screen door must be the color of die house stucco or be black.
11
It underground. drainage nage ►s installed, the drain needs to tennunate hu die grass swa e mid be flusli %iqtll tile Luri an
ca h ed with a pop -up drain cover.
Pool, spa, louut iin, and air cofulitioning equipment set backs must comply widh City ol' La Quinta codes. All
12
equipment slhall be located, screened, or recessed in a ►manner so as to not be viewable li-onn any lot. or street and
the noise from die equipment attenuated for die adjacent property owners. Pool set backs are 6" for hardscape
and 18" for water line.
13
The color of the proposed concrete is natural or a neutral tonne.
Rear yard may not exceed 70% hardscape and must have a minuahum of 30% sofLscape, measured fronh die rear
14
building face of wall to die side property lilies.
Proposed planting nheets with the Trilogy Rear Yard Minimum Planting Requirements standards and all plants
15
are included on the Revised Approved Plant List contained in die Design Guidelines.
The proposed wall or iron work to match die existing developer retaining wall in material, style and color or shall
16
lie the Frazee Paint color specified in die guidelines.
Replace block wall per Shea Homes standard block wall specification, if removing any portion of block wall to
17
gain access to rear or side yard (requires inspection of rebar:before cap is installed).
1$
lRefer to. Exhibit W in the Design Guidelines. (Block Wall Design).
X
19
When work is completed, please submit Notice of Completion form attached.
20
Make sure rear yard property lifie pins (markers) remain during construction (applies to golf course lots only)
21
All contractors must meet die Association representative prior to commencing construction.
22
Resubnhit showing drainage flow/plains.
23
See notes on plans (if ally)
24
Alt independent irrigation controller must be used for die rear yard, it cannot be tied into die front yard.
Notes
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��;1;1 r1,;x1yr,61 1.°'THEI DESIGN"C,O, 111,,,,11 J , .SIDENTIAL CODE, 2010 CALIFORNIBUILDING 8 RESIDENTIAL GODES;IIASCEISEI 7-05';MINIMUM
- ' i1 MPLIES WITH THE 2009 INTERNATIONAL BUILDING CODE, 200) INTERNATIONAL RE
DESIGN LOAD3'FOR BUILDINGS AND OTHERSTRl1CTURES AND THE 2005 ALUMINUM MANUAL•ADM 1-05, b
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1 n V 111AIN,1 ,. -�' 1 P ., , I m o^.: .. 1 111 a l l no it I ",I 1 111
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III 1�x „,rQ 11111 CONTRACTOR SHALL SUPERVISE ANO DIRECT THE WORK'IAND SHA ' E SOLELY RESPONSIBLE'FOR ALLICONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.( 1 1'1;.1.11'II�"
1 �II .1 ati,11 , 1 "" ""' EIIIIL"'" HALL BE AVAILABLE TO THEAUTHORIIZEDIREPRESENT IIIIII110111
(SII ►THE APPROVED SET OF DRAWINGS ANDISPECIFICATION3 SHALL BE' KEPT THE JOB SITE AND�S11'
ATIVES OF THE BUILDING AND SAFETY
DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER.
6. ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, EXCEPT WHERE NOTED IN THIS REPORT.
7. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM NATURAL, UNPISTURBEDI SOIL OR CERT(„xIEO FILL. ,11nni o.1. 0un,l, oux!IUo„1. 1
11 IIT 89
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ATIO COVER MAY BE'SECURED"TOI'AN E)('ISTING CONCRETE S'ILAH PROVIDEDiTHESLAB IS AT �1EAST 3 1/2:INCHES THI ,1KIIfA1JD IS LOCAT FID�IN AREAItl INnmTM A FR' DE 1111 1111 ''!1':I p.,
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1, X11;1 ) I I d �I I 111111 r 1 11111111. 11111111.1 4 6.1 0111111, „1111"1111 111111 II 1 1'I II lit 16111 ;111;11
9. 201POUNDS PER'S�UARE FOOT L.l. AND GREATER MAY 8E!ICOMMERCIAL 8 USED AS CARPORTS, ONLY WHEN LOCATED; IN,AREAs WITH A FROST DEPTH oF,'ZERO. I 'pI 1 11 ',611' 1V11,'I;',11+ IIIII 11,1,1,,,1
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13: MINIMUM SIEOEXISTING ROOF"OV,ERHANG AT ATTACHED COVER.,50 SQUARE FEET. 4111 1
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1I 'x11 r 14IICOVERS'IARE DESIGNATED'RIDGED,BUILDINGS A$10EFINED INIASCEISEI 7 SECTIONB!5.136x11�1 1liluall!,, 4111111 IIIIIIIII 1,J6x1111 6111111111 11111111 11111111 IJr111I .JIIVII, 11111111 Illlllllll 1111 1 I 1111111111 I 1111
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II I 1511 COVERS SHALL NOT BE INSTALLED IN AREA3INEAR HILLS;, RIDGESIIAND'IESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION BII5J7.1. I� I 111 111 I I
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x.r1I111111;16!;,111„ 11111111,81 THE RATIO (UPI;;PATIOCOVER LENGTH( L'1;1 FT.) DIVIDED BY THEIPATIOICOVERIPRWECTION'ORIWIDTM P, (SHALL NOT BEI( ESS THANIONEI I . 4111! 1",!,IIII I II111,1 111 ', 1'111
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1h MATERIAt.SPECIFICATIONS: -
19. BEAMS SHALL BE SPLICED OVER THE CENTER SUPPORT ONLY OF A THREE POST CONDITION. -
20. 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. ,1.11,1..1.. mmin IIn unumluum n':1r,p x111 j1 I,,1 xlrxlp'Ylrgl h 1il,Yp;1
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21.1CONCRETE SHALL HAVE AIMIHIMUM 28 DAY COMPRESSIVEISTRENGTH OF 2 500 POUNDS PER SQUARE INCH. 1. ! 1, 11 h 1x.11 1 111 IIII I. 11,1!1111111111111,1:1111 111llIl11 .
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pl_aced-on=th
-
,ns..e..s-.
A- - I Idaho I
IaE �AW
-Ne=vada
M -Mi 1
—*.SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6112' SIDE PLATES.
i RAFTER SEE TABLE
FOR SIZE OPEN LATTICE TYPES)
AND SPACING
U2]p THIS OPEN LATTICE -TYPE STRUCTURE SEME MILE
MAIC PRQI. B ' MAYBE COVERED.
SEE SCHEDULE
MAXOK O I RAFTER. SEE TABLE
25% OF BPAN \ FOR
AND SPACIACI
NG
OF SO.M.PAT q
T� "4Y+
,ONAL F
\ y Cq
vn
C37
/31/1)3
LENGTH OF STRUCTURE VARIES
TO CONSTRAIN
�_4 - ®
\
FOOTING. SEF
SCHEDULE
PATIO COVER SYSTEM AS MFG. BY:
3 12' SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. LstF
DATE: 61561012 -
POST WITH SIDE PLATES
TO CONSTRAIN
O
DURALUM PRODUCTS, INC.
l(gi6)452-7021
SEE DETAIL
FOOTING. SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FT•pA,
COMPONTENT UNLESS OTHERWISE SHOWN.
LENGTH OF STRUCTURE VARIES
I I1
p,.
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
V�
LATTICE STRUCTURE
7 1!Y SLAB ATTACHMENT
LATTICE STRUCTURE
POST WITH SIDE PLATES
NOTE: EACH COMPONENT IS INTER-
MAY BE USED WHERE
s
At
SEE DETAIL
CHANGEABLE WITH ANY OTHER SFFT BCD.
T
G�
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE
3 1rC SLAB ATTACHMENT
NOTE: EACH COMPONENT IS INTER-
MAY BE USED WHERE
FOOTING WHERE REQUIRED,
CHANGEABLE WITH ANY OTHER S FFT
OPEN LATTICE -TYPE PATIO COVER
SEE SCHED. FOR FOOTING CUBE SIZE
COMPONTENT UNLESS OTHERWISE SHOWN.
SEE SCHED.
SEE SCHEDULE
SCALE: NTS
haTE: THIS OPEN
MAY=BE COVERED. LATTICE -TYPE STRUCTURE
FOOTING WHEREOTING
SEE SCHED. FOR FOOTING CUBE SIZE
C
TYPE "E" -ATTACHED SINGLE SPAN
LATTICE STRUCTURE "' -'
'1 TYPE "F" ATTACHED MULTISPAN
LATTICE STRUCTURE
'
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT BE COVERED.
MAX' PROI.
RAFTERS 9 LE SEE SCH U
OT : THIS OPEN LATTICE -TYPE STRUCTURE
SEE E
MAIt�t
AND SPACING
MAYBE COVERED.
' ^.^n^ ^^' _.....
LENGTH OF STRUCTURE VARIES
LENGTH OF STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER- I
TO CONSTRAIN
TOM CAMPBELL & ASSOCIATES, INC.
CHANGEABLE WITH ANY OTHER sFF
T
FOOTING. SEF
SCHEDULE
PATIO COVER SYSTEM AS MFG. BY:
3 12' SLAB
MAY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN. LstF
DATE: 61561012 -
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
10, 20 & 30 Ps1
DURALUM PRODUCTS, INC.
l(gi6)452-7021
CHANGEABLE WITH ANY OTHER `rfF r
FOOTING. SEE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
HORIL WIND -
90,100 & 110 MPH
SCALE NTS
SEE SCHED. FOR FOOTING CUBE SUS:
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
LATTICE STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 61561012 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
OPEN LATTICE.
10, 20 & 30 Ps1
DURALUM PRODUCTS, INC.
l(gi6)452-7021
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (I 711-2107
STRUCTURES
HORIL WIND -
90,100 & 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95626
FAX 403-1519 aabs@dinhffnoom
SHEET 3 OF 33
epAl) S�ONA� fi,
rECr�
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2"X 6 1/2' SIDE PLATES. �r
SOLID PANEL TYPES °
ATTACHMENT CHANNEL LfNG ATTACHMENT CHANNEL LENG
ROALUMINUM OF PANEL SEE DETAIL gAID SHALL AtUC�Rf V ROALUMINUM OF PANEL SEE DETAILS 08
l{g1L NQ TRuc O.
SEESCHEDULE FOR SPANS >}lf%4 oral"e Ifs SEESCHEDULEFOR SPANS MIN. 0.25' SLOPE PER FT. f PR
C� N P.
5.
O. SP W 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
P037.s OPTIONAL: CANTILEVER BEAM POST OPTIO : CANTILEVER BEAM
h SQ. POSTS, SIZE VARIES Sff SC►iFpV G SEEP ST S
NCIULE
k SO. POSTS, SIZE VARIES SEE S Hp�NO SE PSOCHEDULE SPACINGR
Cf S Z5% 0�. _ rr _ �5% nom__. IN
ATTACHMENT ALTERNATE:
MAY BE USED SINGLE POST
WHERE PERMITTED. SEE SCHEDULE
SEE SCHEDULE NOTE: NO SPLICE AT THIS
MAX. HT=17 POST AND A END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
*O.H." NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
TYPE "C" FREESTANDING
L1yaT•I
SEE SCHEDULE FOR
POST SPACIN
O•N.
S OF SP
NOTE 0 SPLICE AT THIS
POST D AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
3 1/2w SLAB
ALTERNATE:
wV
LIVE LOAD ,JIPATIO
SINGLE POST
INOTE10
MAY BATTACE U'iMSED
SEE SCHEDULE
SOLID PANEL
10,208SOpsfDURALUM
WHERE PERMITTED.
IAPMO ERN 0195
SEE SCHEDULE
COMMERCIAL AND RESIDENTULL STRUCTURAL ENOINFERINO
SPLICE AT THIS
MAX. HT = 17
ALPINE AVE., SACRAMENTO. CA 85828
POST AND AT END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
SHEET 2 OF 33
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL MIN. 0.25' SLOPE PER FT. O.H
SEE SCHEDULEIfS
FOR SPANS
O.H
'O.H.* NOT TO EXCEED 26%
OF SPAN
SEE DETAIL FOR SPLICE
POST OPTI NAL: CANT EVER B
SQ. POSTS. SIZE VARIES SE fSCHACpyG SEE SCHEDULE FOR
fDUS P ST SPACING
0•h.
ALTERNATE: ?5�' OF SP
3 1/2" SLAB SINGLE POST
MAY BE USED SEE SCHEDULE FYI
TO CONSTRAIN NOTE O SPLICE A THIS
FOOTING, SEE POST 4D AT END S.
SCHEDULE
f
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9' STEEL ROD Cl ANGEABLEWITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
fYPE'"D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
3
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.OATS:
LIVE LOAD ,JIPATIO
CO SYSTEM AS FG. B :
8/5l20t2
SOLID PANEL
10,208SOpsfDURALUM
PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTULL STRUCTURAL ENOINFERINO
STRUCTURESREVISEDBY:
ALPINE AVE., SACRAMENTO. CA 85828
RANCHO CUCAMONOA CA (951)711.2107
90,1006110MPH8289
918)152.7021 FAX403-1519 Eales®dUralum.00m
SHEET 2 OF 33
3
COLUMN
/,POST
TYPES & SURFACE
MOUNT
AND
EMBEDMENT DETAILS
EMBED.
18" 18' SQ. 12"
BOLTS
ALUM.TBRACKET USE WITH
21' SO.
12"
23' 8 24' CUBE
(2)-1/2'0
31/4'
IT BRACKET
25' SO.
16'
L POST TYPE B,C.O, OR E
(4)-1/2'0
31/4*
24' 28' SQ. 20'
STEEL POST ONLY:
32" SQ.
23'
3-SQ.POST/
(4)5/8.0
4'
POST TWE B EHW,J O
35" SQ.
25'
35'- 39' CUBE
F, 0. HUSE � OR K ST E
(}y8
F30R POSTOTYPE J
30' 39' SQ. 28'
}111LTS
2 EA.
43" SQ.
30"
C,D,F_,F ORACKET
K
(4)3/4'0
4314,
34"
4r SO,
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR .1917 OR EQUAL.
3'SQ. POST
I SIDE OF POST OR
T SO. POST
40' 60" SQ. 39'
42' 64' SQ. 41'
WM.-MRACKET:
L/sE�2�ve 0 Han
KWI LTS OR EQUAL
' CUBE FOOTING W/ 4' SLAB
4 '
1/4' M.B. THROUGH
L POST
STEE`L'T'BRACKET:
1/2 DEPTH OF
(2}1/2'0 BOLTS
FbO ER
16'INSERT
1
(2}1/4"0 POWERS WEDGE-
SEE NOTES BELOW
USE2 O)TR EONILNn KWIK
rg
OR
F00T1N EMBD.
CONDTfILONS d S
ASTM A38
L
BOLTS+, OR EQUAL, EACH
2 W EMBEDMENT DEPTH
; .
STEEL
BRACKET TO SLAB.
FOR KWIK BOLTS)'
L
j i"
T.O.C.
MINIMUM DISTANCE TO
OF LAB 4' OR
�;�
'
I
L�
ri uJPL
TEDGE
O CRACK
Q
j+
w
ASTM A572 STEEL
(1 �' MIN. EMBEDMENT)
a
4 •
rn w a
{
DE TH
A
( 1/2'OM.B.
LONG, 1'
i' t:.'
` L• �'
�Tg
�7i
3116'
SLAB SHALL BE IN
• GOOD CO NDITION
POURED CONCRETE
FOOTING SEE NOTE,
FROM END
.•'
{
o m
3' SO. POST (STL)
•
OF POST
! ;L� :'
z
OR FLUTED
3 1/2' MIN,
FOR SIZE
SEE FOOTING
POURED
SQUARE SEE FTG
OR 4- SO. POST (STL)
EXISTNG SLAB • — =7-
I
rr..._..._._....__
SCHEDULE OUAR
IN BEAM SPAN TABLE
=-�
. 3" SQ. POSTS TO CONC. FOOTING 8
CONCRETE SCHEOULE IN BEAM
FOOTING SPAN TABLE
SQUARE POST EMBED.
INTO FOOTING 9
INSERT
PL.SlB'TNK.
FOOTING SIZE
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SQ. 18' DEEP ' CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18' SQ. 12"
BOLTS
20'
21' SO.
12"
23' 8 24' CUBE
(2)-1/2'0
31/4'
22'
25' SO.
16'
26' - 30' CUBE
(4)-1/2'0
31/4*
24' 28' SQ. 20'
26'
32" SQ.
23'
31'- 34' CUBE
(4)5/8.0
4'
28'
35" SQ.
25'
35'- 39' CUBE
(4)3/4'0
43/4'
30' 39' SQ. 28'
32'
43" SQ.
30"
40'- 42' CUBE
(4)3/4'0
4314,
34"
4r SO,
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR .1917 OR EQUAL.
36' 51' SQ. U.
36' 65• SQ. 3r
40' 60" SQ. 39'
42' 64' SQ. 41'
44' 69' SQ. 43'
' CUBE FOOTING W/ 4' SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. 'r
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM, 4'. OR
7' I -BEAMS.
2. POST TYPE E
INSTALL WASHER PI ATF-
2'X)6'X5WAT
STEEL T BRACKET,
3. POST TYPE F
DO NOT USE STEEL r .
BRACKET W/T I -BEAM.
1 1/2'
WELDED STEEL BASE PLATE (1 0)
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. B
9'SO.x5/8'
B,C,D,F,G,SH
FREESTANDING
BASE PLATE ANCHOR
BASE PLA1(4
ANCHOR BOLTS (SIZE 8 TYPE)
9"x9'x 5/STEEL
4} 3/4.0 HILT] KWIK BOLT TZ STAINLESS
PER I.C.C. ESR -1917 OR EQUAL
3/4' EMBEDMENT DEPTH)
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
COLUMN
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER1019b
DATE:81620t2
SSE_ NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20630pof
DURALUMORODUCTS,INC.
1(916)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (961) 741-2107
AND EMBEDMENT
HORR. WIND
9o,1ooA 110MPH
ALPINE AVE. SACRAMENTO, CA 96828
FAx403.619 8HI09®AIx6IUm.Lnrt1
SHEET 100E 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
.61• GUTTER EXT. CLIP GUTTER EXT. CLIP
2.00' ' I I SPLICE WHERE —�
'll_'ll 1.79• OCCURS
ui 2.57"
2.19"
2.08" 2.04LTO
2.r —
038' R.F. GUTTER
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004-H36 O 6063-T6
6.5" ROLLFORMED 4.5" GUTTER
1-+{
q•
CjXXV
Oso- P
j — 3"—{
LIVE Lpgp"
PATIO COVER SST M AS MFG. BY:
I I
IAPMO ERN 0195
DATE: 81YZ012
SCALE: NONE
SPLICE
4'
SPLICEWHERE WHEREoccuas
%No.,
DURALUM PRODUCTS, INC.
occuasTYP_L.110'
•
REVISED SY:
RANCHO CUCAMONOA. CA (951) 741-2107
HORIZ. WIND =
90. 100 6 110 MPH
6268 ALPINE AVE., SACRAMENTO. CA 95828
(918)152.7021 FAX 1031619 eakaCA 95 m.oam
SHEET 11 OF 33
TYP
ALUM. ALLOY
ALUM. ALLOY
8083.76 O
ebR3TH
4" i -BEAM
7" I -BEAM
G
O
3- +-
L_T
—� .042"
8"
ALUM. ALLOY 3004+138 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
r MAX 3'
042•.
ALUM. 3004-H38 AL EQUAL
SPLICE WHERE I I SPLICE CURSE
OCCURS
oes
TYR
AL6063•T6 OY 6063 6LOY
MAG. GUTTER
O
Cq1
4m 2• 6.5'
1948 F
13 .024•
—�
—.032*
.042"
ALUM. ALLOY 3004-H36 OR EQUAL
J
2 x 6 RAFTER
Mme. "1 3• 9"
.042'
ALUM. ALLOY 3004-H38
OR EQUAL
O ON
DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
MAG BEAM O
MAX 2" 6.s
.032•
ALUM. ALLOY 3004-H36 OR EQUAL J
3.00" SQ.
.yJ1.00t-
TYP.
�f pn
ASTM A653 GRADE 40
E
3" SQ. STEEL BEAMO I
ALUM. ALLOY 3004-H36
OR EQUAL
DBL. 2 x 6.5 BEAM 1 3 x 8 BEAM
0
f
r -1 ,
.375"
7 15"T• 14 CA T"0.126
AST7.M A8S3 GRADE 50 .6.656"
ALUM. ALLOY 805370
.625" II�T 375"
--I 2.875' 1— 1 1-1.75' 1 I
3 x 8 BEAM O`7" 1 -BEAM "C" OP
STEEL INSERT I SPLICE/ INSERT
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE Lpgp"
PATIO COVER SST M AS MFG. BY:
IAPMO ERN 0195
DATE: 81YZ012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 6 30 Par
DURALUM PRODUCTS, INC.
•
REVISED SY:
RANCHO CUCAMONOA. CA (951) 741-2107
HORIZ. WIND =
90. 100 6 110 MPH
6268 ALPINE AVE., SACRAMENTO. CA 95828
(918)152.7021 FAX 1031619 eakaCA 95 m.oam
SHEET 11 OF 33
1 10# L.L. �-100 MPH-FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B &_C___1
+� THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE r
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS /
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE xONAL
SELECTED BEAM. 55 C
O�c�t' Pg��tAY C,g
EL
_ � 1
r No. C37948�
XP. 03131113
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
ORAWN BY: E.N.
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
LATTICE
LAA: LOAD -
PATIO COVER SYSTEMAS MFG. BY:
,OR 3"x8" BEAM) EACH w/ A 3"x8" STL. INSERT
IAPMO ERN 0198
p p
MAX.COL.
FREESTAND ATT. FREESTAND ATT. MAX.POST MAX.POST FREESTAND ATT. FREESTAND 'ATT. FREESTAND ATTACHED
MAX.POST MAX.POST MAX.POST MAX.POST
p
m 3
`SPACING'
ON SLAB-
SPACING SPACING SPACING SPACING SPACING
FTC- pOST FTG. (SPAN) FTG. F I FTG. FOR DBL FOR 3- x 8- FTG, POST FTG. FTG. MIN. FTG SPACING FTG MIN. FTG. MIN.
m
p/WCMO CUCAMONOA, CA (951) 711,2107
AND ATTACHED
10 N L.L WO MPH
(SPAN) (SPAN)
(IN.) (IN.) ST (IN.) 2-x8.5'x.O32- V BEAM (IN.) (IN.) (IN.) POST
(IN.) (IN.) (SPAN) (IN.) TMPE ST (IN.) POST
8289 ALPINE AVE., SACRAMENTO, CA 85848
(818) 452-7021 FAX 409.1818 88kre�Aure4u".cw
SHEET 27 OF 33
TYPE TYPE TYPE TYPE TYPE
4
17 -0"
12'-0"
30
G
15 19'-7'
34
G
17 13'-4' 13'-10°
31
G
16 25'-5"
37
G
19 36'-0"
40
G
21
B
4'
11' 6"
16 . 18'-6"
19 11'-0" 13'-1'
17 24'-0"
21 34'-0"
24
s?5'r
13'-7�
11'-10'-9"
30
G
1517 17'-616-6"
33
G
1 20 11'-19'-10. 12'-5;1.,
31
(�
1618 22'-21.-0,
36
G
2 22 32 30'-5"
39
G
22
25 B
5'
_.
E
6
11'-4 "
10'-6"
29
G
16 16'-0"
33
G
19 10'-10" 11' 4"
30
G
17 20'-9"
35
G
20 29'-4"
38
G
23 B
,
6
10'-1"
18 15'-1"
21 9'-0° 10'-8•
19 19'-7"
23 27'-9"
26 E
7'
9'-8"
9'-11"
29
G
17 14'-10"
+
32
G
19 10'-1" 10'-6"
29
G
17 19'-3"
34
G
21 27'-2"
38
G
23 B
7,
9'-7 "
-
19 14 0
-
21 8'4" 9 11"
19 18'-2"
23 25'-8"
26 E
8'
8'-6"
9'-6-
28
G
17 13'-1 "
31
G
20 9'-5" 9'-9"
29
G
17 18' 0"
34
G
21 25' 5"
37
G
24 B
8'
9'-2"
19 13'-1'
22 7'-9" 9'-3"
19 17'-0'
24 24'-0-
27 E
9'
7'-7"
9'-2"
28
G
17 13--1"
31
G
20 8'-10" 9- 3"
tr-22
28
G
18 17'-0"
33
G
22 24'-0"
36
G
24 E
9'
8'-10"
20 12'-4'
7'-4" 8'-9"
20 16'-0"
24 22'-8"
27 F
10'
6'-9"
8'-10"
29
G
18 12' 5"
31
G
20 8'-5" 8'-9"
29
G
18 16'-1"
33
G
22 2'-9'
36
G
25 E
10'
8'-0.
20 11'-8"
23 7'-0" 8'-3"
20 15' 2"
25 21'-6"
28 F
11'
6'-2"
8'-7"
30
H
18 11'-10"
30
H
21 8'-0" 8--4"
30
H
18 12f-::,'4"
32
H
23 21'-8"
35
H
25 E
11'
8,-1.
20 11'-2"
23 6'-8" T--11"
214'-6"
25 20'-6-
28 F
12'
5'-8"
8'-3"
30
H
19 11'-4'
30
H
21 7'-8" 8'-0"
30
H
19 4'-8"
32
H
23 20' 9"
35
H
26 E
12'
7._g.
21 10'-8"
23 6'�" 7'-7"
2t 3'-10"
26 19'-7"
29 F
13'
6-2"
7'-11;
31
H
1 2t 10'-100_3"
31
H
2124 7�-5 7''8"
31
H
1 21 14' 13'
32
H
2326 _191-18+10.
35
H
2 29 E
13'
6"
6, 1" 7, 3°
4"
F
14'
4'-10"
IT -7-7,-2"
32
H
1 21 10-69'-1
32
H
212a 7 " 7-5"
32
H
1 21 1312'-10,
32
H
2 19
34
H
26
i,
5'-11. 7,-0.
26 18'-2"
9
15'
4'-6"
32
H
19 10'-1"
32
H
22 6'-6" 7'-2-
32
H
19 13'-2"
32
H
24 18'-7"
34
H
27 E
6'-11"
22 9--6-
24 5'-8" 6--9°
22 12' S"
27 17' 6"
30
+� THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE r
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS /
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE xONAL
SELECTED BEAM. 55 C
O�c�t' Pg��tAY C,g
EL
_ � 1
r No. C37948�
XP. 03131113
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
FOOTNOTE: 'SAMPLE"
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
ORAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LATTICE
LAA: LOAD -
PATIO COVER SYSTEMAS MFG. BY:
IAPMO ERN 0198
DATE: B BM12
9CALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 6 30 PK
DURALUM PRODUCTS, INC.
-
REVISED BY:
p/WCMO CUCAMONOA, CA (951) 711,2107
AND ATTACHED
10 N L.L WO MPH
NORM WMD .
9p 100 8 110 MPH
8289 ALPINE AVE., SACRAMENTO, CA 85848
(818) 452-7021 FAX 409.1818 88kre�Aure4u".cw
SHEET 27 OF 33
10# L.L. 90 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT, 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
o`s VIA -P
No.
x
~ No. C37948 F y�
�EXP`03131/13
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
DRAWN BY: E.N.
3" SQ.
STEEL BEAM I DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
PATIO COVER SYSTEM A5 MFG. Y:
UrPMO ERN 0185
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>-
MAX.POST
FREESTAND
ATT.
MAX.POST
Ia-
MAX.POST MAX.POST FREESTAND ATT. ' FREESTAND 'ATT. FREESTAND ATTACHEDMAX.COL.
MAX.PQST MAX.POST
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
tO N LL 90 MPH
3PACINO
SLAB•
SPACING
FTG.SPACING
SPACING SPACING
FOR DBL. FOR 3" x 8' FTG. MIN. FTG SPACING FTG MIN FTG. SPACING FfG MIN. F fG, MIN.ON
FTG
MIN
(SPAN)
POST
(SPAN)
LIN.)
*FREESTAND
POST (SPAN) POST (SPAN) POST POST(IN.)
27c8.5'x.032' BEAM (IN.) CIN.) (IN.) CIN.) (IN.) (IN')
TYPE
TYPE TYPE TYPE
TYPE4'
17'-0"
12';
G
1416 20'0
m
14' 013.x" 14'-213,-0"
30
G
1416 26 24-10"
35:
G
1 36,
39
G
2 23 B
4'
,"29
9 -1
20 35'-1 ^
5'
13'-7"
11'-4°
28
G
1416 17'-11'7,-1m
32
G
1719 12' 61'-11" 12'-8;2-1•
29
G
1517 23-3-
34
G
1 32'
37
G
2124 B
5'
0'-11 m
2'-2•
21 31'x"
E
6
11'-4 °
10'-8"
28
(�
15 16'-4"
31
G
17 11'-5" 11'-7"
29
G
15 21'-3"
33
G
19 30'-0"
37
G
21 B
,
6
10, 4•
17 15'-7"
20 10'-11" 11'-0'
18 20'-3"
22 28'-8"
24 E
7'
9'-8"
1o'-1"
27
G
15 15'-2"
31
G
18 10'-7" 10'-8"
28
G
16 19'-8^
33
G
20 27'-1 "
36
G
22 B
7-
9.
9'-18
14'-5"
20 10'-1 ° 10'-2"
18 18'-9"
22 26'-6"
25 E
8-
8'
8'-6"
918.
27
G
16 14'-2"
30
G
18 9'-11" 10'-0"
27
G
16 18'-5"
32
G
20 26'-0"
35
G
22 B
8-
8
4"
18 13'-s"
21 9'-5• 9'-0"
18 17'-6"
23 24'-10
25 E
9'
7'-7"
9'-3 9,
27
G
16 13'-4"
30
G
19 9'-4" 9'-5"
27
G
17 17'-4"
32
G
20 24'-6"
35
(�
23 E
9'
0„
19 12'-9"
21 8'-11" 9'-0"
19 16'-6"
23 23'-5"
26 F
10'
6'-9"
9'-0"8
27
G
1719 12'-812,_1"
29
G
1 21 8'-10" 8' -11"
27
G
1719 16'-15
31
G
2124 23' 22'-2"
34
G
23 E
10'
8•
8,-5" B -6"
8"
6 F
11
6 -2"
8'-8"
28
G
17 12'-1"
29
(�
19 8'-5" 8' 6"
28
G
17 15'-8"
31
G
21 22'-2-
G
24
11'
8,4
19 11'-6"
22 8'-1" 8'-2"
19 14'-11"
24 21'-2"
27 F
12'
5'-8"
8'-5"8
29
G
1 20 11'-711.-0"
29
G
1 22 81-11,7'-9m 8,_2m
29
G
17
20 15'0"
31
G
2124 21'3"
21
33
G
24 E
12'
-0m
7,_9m
20'-3"
7 F
13'
S'-2"
8'-1 "7,_8m
29
H
1 11 110,-7"
29
H
2 22 7' -9" 71-10"7
29
H
18 14
30
H
2 20' 5.
33
�-i
24 E
13'
20
7. -2" -0^
0 13'-9^
25 19'-5m
8 F
14'
4'-10"
7'-9"7,-5-
30
H
1 10'-810,-2"
30
H
2 7 -4" 7'_7m
30
H
1 13'-13'-3m
30
H
22 19'-8"
33
H
25 E
20
23 s' -8m 7,_3m
20
5 , 9m
8 F
4'-6"
7 -6"7'-2"
31
H
1 10'
m
31
H
2 s'-10" 7- "
31
H
1 13
31
f i
25 19-08,-1 m
32H22E
d,4,15'
21 ,
23 s,-3° 7,_0m
20 2'-1 O"
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT, 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
o`s VIA -P
No.
x
~ No. C37948 F y�
�EXP`03131/13
FOOTNOTE: "SAMPLE"
FIGURE INDICATES EXPOSURE B --a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOGATES, INC.
LATTICE
LIVE LOAD m
PATIO COVER SYSTEM A5 MFG. Y:
UrPMO ERN 0185
DATE: B/YlOtT
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEEAIND
POST SPACING TABLE
FREESTANDING
10, 2063p pd
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
AND ATTACHED
tO N LL 90 MPH
HORIZ WIND m
90 100 a 119 MPHi(OlO)452-702iSHEET
8259 ALPINE AVE., SACRAMENTO, CA 95828
FAX 4011518 $ake@dur"lurmwm
26 OF 33
X
YI
7W
u`" ffCity
of La Quinta '
Building 8t Safety Division .
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #P.O.
lQ4
ner's Naame: M/ C -7- L
Project Address: /6 5& el ZYLL /ZUSTA'
A. P. Number: ress: p 6 5 {o l5r 177ue: 6yLoSH
Legal Description: . ST, Zip: L A 0 01 N7A
Contractor: P—Y a^J C S[ elephone: % (
Address: 2-9811 oq c (, E G® t, I N A Project Description: �� d] 1✓ , G �-
City. ST, Zip: GA?t—t� �1c. U 223` 7�P1°� WEA -7P1 2W 0�
Telephone: c S
o � � 3
� E
A �c AO
State Lic..# : 2 City Lic. #: S T
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone: Construction Type:e: Occupancy
_
State Lu. #: Project type one): New Add'n Alter Repair Demo
Name of Contact Person: rz- YAN Sq. Ft.: # Stories: # Units:
t Telephone # of Contact Person: 7 Z) ) Gl 3 Estimated Value of Project: 2 5 D 0, Ci,3
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Rcq'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, readv for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 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.
II.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'" Review, read) 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