PAT (09-0933)51592 Marbella Ct
09-0933
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
r.
Application Number: 09-00000933
Property Address: 51592 MARBELLA CT
AP -N: 777-340-003- - -
Applicatiori description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3990
•
/ 4 Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner: ,
MCCONNACHIE RICHARD.
51592 MARBELLA COURT
LA QUINTA, CA 92253
Contractor:
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-1153
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Date: 9/02/0.9
SES 0
i
Applicant- Architect or Engineer:
ATLAS AWNING & SCREEN 1 UUg f
/
754 S. WILLIAMS ROAD •'`fi'!' j
'
PALM SPRINGS, CA 92264 "'`i
(760) 327-8466 1-a4--
1
Lic. No.: 835140
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:Section
7000) of Division 3 of the Busin s onals Code, and my License is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
Lfised
License Class: D03 License No.: 835140
_
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
ate _ ractor:
_
issued.
Ota I have and will maintain workers' compensation insurance, as required by Section,3700 of the Labor
-r-Yrr"'---"'
.
Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
Carrier ENDURANCE WC Policy Number WEN0012731-03
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
come subject to the workers' compensation laws of California,
person in any m*ORKERS'
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, ie s 'act to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labort It comply
comply with those pr
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
- - —
any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
Date: Ci- pplicant: -
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECUROMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
_ and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements arenot intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1
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 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
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 thea ve 'nfor -tion is correct. I agree to comply with all
city and county ordinances and state laws relating to buildi c st ion, and hereby authorize representatives
of this cou ty to enter upon eabove-mentioned property or sp ion purposes.
Date. nature or Agent):
Application Number . . . . . 09-00000933
' Permit . . . PATIO COVER PERMIT
Additional desc .
Permit Fee . . . . 63.00 Plan Check Fee
40.95
Issue Date . . . . Valuation . . .
3990
Expiration Date 3/01/10
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
10' X-30' EQUINOX LOUVERED PATIO COVER
MOTOR TO BE POWERED BY SOLAR PANEL.
-------------------_-----------------------------------------------
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
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B...in ,.
.. City of La li Quinta ,.
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- Building 8i Safety Division ;
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, P.O. Box 1504 4
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La.Quinta, CA 92253
Sheet
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Building Permit Application and Tracking ,
Project Address: J I —
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A. P. Number: -Address:
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Construction ruction TYP e: Occupancy:
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'SHADE STRUCTURE BY OTHERS. • ' "
HEIGHT TO MATCH ROOF OVERHANG +
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EXISTING CONCRETE
. DICK. & BRENDA MCCONNACHIE y V
VER.,2 W -OPTIONS'
" 07/20/09. Y POOL SPA'."CONCRETE `
AREA: 51.1 SF 47 SF 202 SF
PERIMETER: 101 LF 26 LF lm'=1' SCALE
PAVERS: 111283 SF
- 322 MTV a -
51-592 MARBELLA C`Fk`Vr
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LA QUINTA t W- k
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' PROJECT: EQUINOX PATIO COVERS REVISION DATE: > EQUINOX MANUFACTURING, LLC . SHEET:
' - a 1316 SO 400 E UNIT Cl
STANDARD PLANS 7/1/2009 •• ® ® sT. GEORGE, UTAH 64790
SHEET DESCRIPTION: +
; COVER SHEET k
EQUINOX MANUFACTURING, LC
LOUVERED PATIO COVERS
STANDARD PLANS
SHEET
TITLE
SHEET
TITLE
SHEET
TITLE
SHEET
TITLE
GENERAL
2.6
TYPE 7 LAYOUT
3.4
ELEVATIONS
4.11
DETAILS
1.1
SHEET INDEX
2.6.1
TYPE 7 DESIGN TABLE
3.5
ELEVATIONS
4.12
DETAILS
1.2
FLOW CHART
2.7
TYPE 8 LAYOUT
3.6
ELEVATIONS
4.13
DETAILS
1.3
GENERAL NOTES
2.7.1
TYPE 8 DESIGN TABLE
4.14
DETAILS
1.4
GENERAL NOTES
2.8
TYPE 9 LAYOUT
STRUCTURAL DETAILS
4.15
DETAILS
.2.8.1
TYPE 9 DESIGN TABLE
4.0
DETAILS
4.16
DETAILS
PATIO COVER PLANS
2.9
TYPE 10 LAYOUT
4.1
DETAILS
2.0
TYPE 1 LAYOUT
2.9.1
TYPE 10 DESIGN TABLE
4.2
DETAILS
2.1
TYPE 2 LAYOUT
2.10
TYPE 11 LAYOUT
4.3
DETAILS
2.2
TYPE 3 LAYOUT
2.10.1
TYPE 11 DESIGN TABLE
4.4
DETAILS
FES
o ° ° °°`' o c 2
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, Ron C.Larsen
4298 m
EXP. 12-31-09 ° ;u
a Civil Engineer o
'000 ...0
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2.3
TYPE 4 LAYOUT
4.5
DETAILS
2.4
TYPE 5 LAYOUT
ELEVATION DETAILS
4.6
DETAILS
2.5
TYPE 6 LAYOUT
3.0
ELEVATIONS
4.7
DETAILS
2.5.1
TYPE 6 DESIGN TABLE
3.1
ELEVATIONS
4.8
DETAILS
2.5.2
TYPE 6 DESIGN TABLE
3.2
ELEVATIONS
4.9
DETAILS
2.5.3
TYPE 6 DESIGN TABLE
3.3
ELEVATIONS
4.10
DETAILS
PROJECT: EQUINOX PATIO COVERS REVISION DATE:'
STANDARD PLANS 7/1/2009
SHEET DESCRIPTION:
COVER SHEET
8-'
EQUINOX MANUFACTURING, LLC
1316 SO 400 E UNIT C1
ST. GEORGE, UTAH 84790
SHEET:
p
Y... ® ®
'
7'
TYPE 1 -SHEET 2.0 TYPE 3 -SHEET 2.2
TYPE 2 -SHEET 2.1 r' TYPEF5=SHEET 2 4 TYPE 6 -SHEET 2 5
:.
t - - TYPE 11 -SHEET 2.10
TYPE 4 SHEET 2.3 TYPE 7 -SHEET 2 6 Ron
NoC54298n a
h was
EXP. 12-31709
...:'` %" ...., 'gre''e'rfi, xrr, _..xti
° Civil Engineer o
OF CAS FO
z1
PROJECT: EQUINOX PATIO COVERS REVISION DATE:EQUINOX MANUFACTURING, LLC SHEET:
STANDARD PLANS: :. 1316 SO 400 E UNIT C1
7/1/2009 ® ® ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:
DESIGN FLOWCHART ■
ATTACHED
FOR USE WITH:
FREE
,TO BUILDLINGSNOW
LOAD
STANDING
"
Nr:•'
1
SUPPORTED BY
SUPPORTED BY
TYPE 3 -SHEET 2.2
SUPPORTED BY
SUPPORTED BY
EXISTING SLAB
NEW FOOTINGS.
.,
TYPE 6 -SHEET 2 5
EXISTING SLAB
NEW FOOTINGS
rvY
- _n.S. '.,. .._t ,Sim'+,-'
. ..+:. ::-=.zit'' ,.,;; y7 .. ..
!9'1iY h 4f-`'
'P.?e?_.";?'f P..;.: h;_ _.:., .. •s
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,:a .rx: >'' G,. .o`:sd°,moi,•- .r. ..>%i.`..
,.Y'rv':: W,
.'vY..r.. l?'. i: i! 55 ..,
LOUVERS
ER
:Pui'.
VER
,,.,LOUVERS ;., .LOU S
TYPE 9 -SHEET 2.8
TYPE 8 2.7
PERPENDICULAR
=_
PERPENDICULAR
,:.
PARALLEL
"
-SHEET
TYPE 10 -SHEET 2.9
TO BUILDING
-TO`BUILDING
}
TO BUILDING.
P 3 _ -,°c max'; .., :!'+ :':'
'
S. ,
,
R
r n,zy'
<T.+rzstta :a A?wu"h ,;
4fi.
av"*;, ' '?fio ,?'•fi ' - ,'.,:;'.
.,.,a;
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TYPE 2 -SHEET 2.1 r' TYPEF5=SHEET 2 4 TYPE 6 -SHEET 2 5
:.
t - - TYPE 11 -SHEET 2.10
TYPE 4 SHEET 2.3 TYPE 7 -SHEET 2 6 Ron
NoC54298n a
h was
EXP. 12-31709
...:'` %" ...., 'gre''e'rfi, xrr, _..xti
° Civil Engineer o
OF CAS FO
z1
PROJECT: EQUINOX PATIO COVERS REVISION DATE:EQUINOX MANUFACTURING, LLC SHEET:
STANDARD PLANS: :. 1316 SO 400 E UNIT C1
7/1/2009 ® ® ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:
DESIGN FLOWCHART ■
GENERAL NOTES
DESIGN CRITERIA
F2.EQULINU
N SHEETS 1.1 & 1.2 SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED
DESIGN LOADS
S.
BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE &
LOUVERED "PATIO COVERS SHALL BE USED FOR RECREATIONAL,
2007 CALIFORNIA BUILDING CODE SS
OUTDOOR LIVING PURPOSES AND NOT AS CARPORTS, GARAGES, STORAGE ROOMS
OR HABITABLE ROOMS" PER 2006 IBC & 2007 CBC APPENDIX 1
,a
3.
EQUINOX LOUVERED PATIO COVERS SHALL NOT BE ENCLOSED IN ANY WAY
LIVE LOADS e ° , c<`2
WITHOUT ADDITIONAL STRUCTURAL ENGINEERING
PATIO COVER ............................ 10.0 PSF,TYP ° < G,
4.
DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE
DEAD LOADS Ron C. Larsen °e m
5.
AS SHOWN FOR SIMILAR CONDITION.
CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
3.5 PSF ° °
PATIO COVER .................. No. 54298
o °
EXP.
6.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES,
(INCLUDES MEMBER SELF WEIGHT) Civil Engineer
Engineer e
ETC. ON THE JOB SITE.
7.
PATIO COVERS SHALL BE INSTALLED BY EQUINOX MANUFACTURING AND ITS
LATERAL LOADS * ° °o
°°°,°°
8
LICENSED DISTRIBUTORS.
ATIO COVER AND 11 ARE TO BE
s °°° P
I
°CAS- FO
IS PSF EQUINOX PATIO COVER TYPES 3
WSIGNED
ND SPEED 90 MPH
BUILT N AREQUINOX
EAS WHERE HES NOW LOAD D
AND 6 ARE DESIGNED TO SUPPORT UNIFORM SNOW LOADS UP TO 30 PSF
................... pF° /
EXPOSURE ...................... C
ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THIS SUBMITTAL PACKAGE.
SLIDING SNOW LOADS AND DRIFTING SNOW LOADS ARE BEYOND THE SCOPE OF
SEISMIC
THIS DESIGN PACKAGE. WHERE SLIDING SNOW LOADS AND DRIFTING SNOW LOADS
OCCUR, ADDITIONAL ENGINEERING IS REQUIRED.
SEISMIC IMPORTANCE FACTOR: Ie=1.0
9.
WHERE PATIO COVERS ARE TO BE INSTALLED ON AN EXISTING PATIO SLAB, THE
MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 1.50g, S1 51.25g
SLAB SHALL BE IN GOOD CONDITION. POSTS SHALL BE LOCATED WHERE SLAB IS
SITE CLASS: D, ASSUMED
FREE OF CRACKS, DETERIORATION, HONEYCOMBING, OR WHERE OTHER POOR
SPECTRAL RESPONSE COEFFICIENTS: SDS=1.009
10.
WORKMANSHIP EXISTS
DRAINAGE FROM EQUINOX PATIO COVER THAT FLOWS OVER A PUBLIC SIDEWALK
SEISMIC DESIGN CATEGORY: D
BE COLLECTED AND PIPED UNDERNEATH SIDEWALK
DESIGN BASE SHEAR: V = 0.8 x W
11.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHORE AND BRACE AS
SEISMIC RESPONSE COEFFICIENT: Cs=0.8
REQUIRED.
RESPONSE MODIFICATION FACTOR: R=1.25
ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
FOUNDATION
SAFETY NOTES
1.
A SOILS REPORT IS NOT NECESSARY FOR THIS PROJECT UNLESS REQUIRED BY
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL STATE SAFETY
1802.2.1 THROUGH 1802.2.6 OF THE 2006 IBC & 2007 CBC. SOIL IS ASSUMED TO BE
STANDARDS FOR THE STATE IN WHICH THE EQUINOX PATIO COVER IS TO BE BUILT
CLASS 5 OF TABLE 1804.2 OF THE 2006 IBC & 2007 CBC. BEARING 1500 PSF VERT.,100
AND OSHA REQUIREMENTS AS THEY APPLY TO THE PROJECT.
PSF/FT. HORIZ AND DOUBLED AS PER 1804.3.1. THESE DESIGN VALUES DO NOT
2. THE ENGINEER OF RECORD DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE
APPLY TO MUD ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND
CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
MAY REQUIRE FURTHER SOIL INVESTIGATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND
2.
EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS. STANDING WATER SHALL BE
CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED.
REMOVED.
3.
ALL FOUNDATIONS SHALL BE PLACED ON V-0" COMPACTED ENGINEERED SOIL WITH
AT LEAST A 1500 PSF SOIL BEARING CAPACITY (DL + LL).
PROJECT: EQUINOX PATIO COVERS REVISION DATE:
EQUINOX MANUFACTURING, LLC
131¢ SO 400 E UNIT C1
SHEET:
STANDARD PLANS 7/1/2009
r ' `
( {y
ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:
i -s:•
1m3
STRUCTURAL NOTES
.i
CONCRETE NOTES
STRUCTURAL STEEL
1.
CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05
1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC
2.
THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOW:
SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL .
FOUNDATIONS (W/C RATIO=0.45).......................4500 psi (150 pco
STEEL FOR BUILDINGS AND THE IBC.
3.
CEMENT SHALL CONFORM TO ASTM C-150, TYPE V.
2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING:
4.
CONCRETE AGGREGATES:
HSS RECT........................................ ASTM A500, GR B (Fy = 46 ksi)
NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTMC-33 (3/4'
HSS ROUND .................................... ASTM A500, GR B (Fy = 42 ksi)
MAX)
3. WELDING DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH "AWS"
5.
REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE.
STANDARDS: USE ONLY CERTIFIED WELDERS. ALL BUTT WELDS SHALL HAVE
6.
ANCHORS TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED
COMPLETE PENETRATION. ALL EXPOSED BUTT WELDS SHALL BE GROUND.
BEFORE PLACING CONCRETE. ( WET SETTING IS PROHIBITED)
4. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE.
7.
NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE
CONCRETED.
8.
CONCRETE MIX DESIGN SHALL BE PREPARED BY AN INDEPENDENT LABORATORY
STRUCTURAL ALUMINUM
APPROVED BY THE ENGINEER OF RECORD.
1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE 2000
9. COMMERCIAL GRADE "QUICKRETE 5000" PRE -MANUFACTURED CONCRETE IS AN
ACCEPTABLE SUBSTITUTE FOR THE ABOVE REFERENCED CONCRETE
ALUMINUM DESIGN MANUAL, 2006 IBC, 2007 CBC, AND AA ASM35.
REQUIREMENTS, FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR
2. STRUCTURAL ALUMINUM SHAPES SHALL CONFORM TO THE FOLLOWING ALLOYS
PORTIONING, MIXING, AND INSTALLATION.
AND TEMPERS:
TUBE SHAPES (UNO)..............................6061-T6
3. ALL STRUCTURAL ALUMINUM SHALL BE ERECTED PLUMB AND TRUE TO LINE.
TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL
OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.
4. HOLES FOR UNFINISHED BOLTS OR RIVETS SHALL BE OF THE SAME NOMINAL
DIAMETER AS THE BOLT OR RIVET PLUS 1/16".
5. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS OTHERWISE NOTED.
6. ALL FASTENERS TO BE STANDARD GRADE GALVANIZED TEK SCREWS UNLESS
OTHERWISE NOTED.
7. THE CONTRACTOR SHALL COMPLY WITH SECTION 6.6.1 OF THE 2000 ALUMINUM
DESIGN MANUAL 1A WHERE ALUMINUM IS IN CONTACT WITH DISSIMILAR
MATERIALS.
ROF S
o
Ron C. Larsen o ?
No. 54298 8 rn
EXP. 12-31-09 e ;u
° Civil Engineer o
0
° e
ST oOOOeo oo
0000°
q
OF CAS\FO
7 z 4q
PROJECT: EQUINOX PATIO COVERS REVISION DATE:
EQUINOX MANUFACTURING, LLC
SHEET:
STANDARD PLANS 711/2009
`,:,
]rn`:; ®
1
1316 SO 400 E UNIT C1
ST. GEORGE, UTAH 84790
1
SHEET
DESCRIPTION:
IN
STRUCTURAL NOTES
04
CONT. 8'xZW.125" WALL (E) BUILDING EQUINOX 8" ROTATING 33
ALUM LEDGER, TYP LOUVERS @ 8" OC, TYP TYP 4.16
ALT TYP
8 7
4.3 4.3
33
TYP 4.16 9 Wx2x0.125" WALL Q
19 20 4" SQ.x0.125' WALL ! ALUM BEAM, TYP
TYP 4.4 4.9 4.9 ALUM POST, TYP i
TYP ALT
TYP 6
3.2
P 11 5
7
33 4.5 TYP TYP 3.2.
3.3
AL7 4.165 C
CB- B B B
(OPTIONAL) BAY BAY BAY BAY (OPTIONAL)
TYPE 2 LAYOUT
SCALE: 1/8" = V-0"
PROJECT: EQUINOX PATIO COVERS
STANDARD PLANS
SHEET DESCRIPTION:
TYPE 2 LAYOUT
TYPE 2 DESIGN TABLE1,2
2 BAY TO 4 BAY
A (FT) B MAX (FT)
C (FT)
6 22
0
8 22
10 21
12 17
6 22
3
8 22
10 21
12 17
ICONTRACTOR MAY VARY BAY WIDTHS (B)
BUT MAY NOT EXCEED WDTHS IN TABLES.
2. CONTRACTOR MAY VARY CANTILEVER
WDTHS(C)BUT MAY NOT EXCEED WIDTHS
IN TABLES.
REVISION DATE: r
3/25/2009
1 Y
i
° 2c
° °
Ron C. Larsen o m.
No.. 54298 ° m
EXP. 12-31-09 0
Civil Engineero o
^° o
s.6 '°°°°°°°°°°°
OF CA1-1F0
EQUINOX MANUFACTURING, LLC
SHEET:
1316 SO 400 E UNIT C1
ST. GEORGE, UTAH 84790
®
2m 1
CONT. 8N2"0.125" WALL ALT 8 7 TYP
33 TYP
(E) BUILDING
EQUINOX
LOUVERS " BOOC, ROTATING
33
ALUM LEDGER, TYP
1 BAY
4.3 A4.3
4.16 Y
412r
TYP 4.16
9 '
TYP
O" WALL ALUM 4", F ;UM POST, TYP (SEE TYPE 5
DESIGN TABLE NOTE.3)
BEAMTMPi i .
3.6
J
TYP
1 BAY
TYP
412r
1,4TO-6 BAY--\
11 33
eTyp
27 TYP x'.3.5
`-
FOOTING TYPE4r
3.5
ALT 4.16
4.13
TYP
}
0
C
B
g B
h=10'
h=12'
(OPTIONAL)
BAY
BAY BAY
h=8'
I ?(OPTIONAI
TYPE 5 LAYOUT
6 20
8 20 0
10 20
12 18
F2
F3
F3
SCALE: 1/8" = 1'-O"
20
0
F2
F3
TYPE 5 DESIGN TABLE1,2.3
1 BAY
1,4TO-6 BAY--\
` i1•` " s y'
FOOTING TYPE4r
-`
FOOTING TYPE4
A (FT) B MAX (FT) C (FT)
h=8'
h=10'
h=12'
A (FT)
B MAX (FT)
C (FT)
h=8'
h=10'
h=12'
6 20
8 20 0
10 20
12 18
F2
F3
F3
6
20
0
F2
F3
F3
F3 F3 F3 8 20
F3 F3
F3
F3 F3 F4 10 20
F3 F3
F4
F3 F3 F4 12 18
r F3 F3
F4
6 20
8 20
10 18 3
12 18
F3
F3
F3
6
20
Uj
F2
F3
F3
F3 F3 F3 8 20
F3 F3
F_3_
F3 F3 F3 k 10) ( 18
F3 F3
IF
F3 F4 F4 -12`" `18 11
F3 F3
F
Fy
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Ron C. Larsen o m
No. 54298 m
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I CONTRACTOR MAYVARY BAYWIDTH A &B BUT MAYNOTEXCEED WIDTHSINTABLES. Sh eo oieOe ^" o S
2CONTRACTORMAYVARYCANTILEVERVNDTHCBUTMAYNOTEXCEEDWIDTHSINTABLES. QQ yTF OF CA O
3. WHEN PATIO COVER HEIGHT IS U -U' TALL OR LESS, USE 4"SQX0.45" WALLALUIM POSTS. WHEN PATIO COVER HEIGH IS GREATER THAN U'-0", USE 4"SOX025" WALLALUM POSTS. S h
4. SEE 4/4.1 OF 6/42 FOR FOOTING TYPE TABLES.
PROJECT: EQUINOX PATIO COVERS
REVISION DATE: EQUINOX MANUFACTURING, LLC SHEET:
4" 1316 SO 400 E UNIT Cl
STANDARD PLANS
3/25/2009 ® ® ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:
TYPE 5 LAYOUT 2m4
17
4.8
ALUM BEAM
PER PLAN
BEAM SPLICE
18 NOT ALLOWED. .
CANTILEVER ALUM BEAM
4.8 END OPTIONPER
TYP P PLAN
ti
ALUM POST
ALUM POST
PER PLAN, TYP
PER PIAN, TYP
4
N
4
<V
TYP ..3 ' b
TYP•
5 3
`x,4:1 4.2 ALT
4.2 4.1
ALT
CONC FTG
CONC FTG
I H
VARIES .
ttf=1 1I—
I-- VARIES
LPOST
POST
° Ron C. Larsen o
° No. 54298 0
DETAIL
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SCALE: 1/4" = 1'-0" *
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PROJECT: EQUINOX PATIO COVERS
REVISION DATE:
EQUINOX MANUFACTURING, LlC
1316 SO 400 E UNIT C1
SHEET:
STANDARD PLANS7/1/2009
as• .
ST. GEORGE, UTAH 84790
300
SHEET DESCRIPTION:
ELEVATIONS
-'` „r>z 4!
PAINT STEEL WHERE IN
,CT W/ ALUMINUM POST
A, SEE DET 4/4.1
3 DETAIL
SCALE: 1'-0"
PROJECT: EQUINOX PATIO COVERS
STANDARD PLANS
SHEET DESCRIPTION:
STRUCTURAL DETAILS
ALUM POST
PER PLAN
HSS 3 1/2X3 1/2X1/8 INSERT
(15" EMBED INTO CONC FTG
BELOW)
ATTACH ALUM POST TO
ALUM SLEEVE INSERT W/
(3) #14 SCREWS EA SIDE
—I I —
III`
=1111
CONC FTG CNTRD
— UNDER POST
— SUPPORT CONCRETE
ANCHOR W/ 3"
MASONRY BLOCK PRIOR
TO POURING CONCRETE
REVISION DATE:
7/1/2009
FOOTING SCHEDULE
MARK
A, FTG SIZE
B, FTG DEPTH
F1
2'-0" SQ
_ _
18",TYP
F2
2'-6" SQr"W
F3
3'-0" SQ
W)
3 f'wSQ
F5
4'-0" SQ
FOOTING SCHEDULE
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Ron C. Larsen °o
No. 54298
EXP. 12-31-09 0
Civil Engineer
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EQUINOX MANUFACTURING, LLC
1316 SO 400 E UNIT C1
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SHEET:
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NOTE: EQUINOX PATIO COVERS"
-
..
SHALL NOT BE ATTACHED TO
ROOF TRUSS TAILS PROJECTING
'
SEAL W/ CONT SILICONE BEAD
FROM THE WALL OF THE HOUSE
(E)ROOF TRUSS TAIL
MORE THAN 2'-0"
(2) GALV y4 SIMPSON SDS @ EA
(N) SIMPSON A35 CLIP or LUS24 @
WALL STUD, STAGGERED 4' CC
EA TRUSS TAIL
•
'
SEAL W/ CONT SILICONE BEAD
2'1/4"
8" EQUINOX ROTATING LOUVER
(1) 1/4"0x2" SIMPSON SDS SCREW
(LOUVERS PARALLEL TO LEDGER
@ 2 " OC ATTACHING 8' ALUM
@ SIM)
LEDGER TO (E) FACIA. SDS
SCREWS, TO BE CNTR'D BETWEEN .
TRUSS TAIL ENDS.
SEE DET 9/4.4 FOR TYP GUTTER &
LOUVER ATTACHMENT
DRILL 3/4"0 HOLE IN OUTER WEB
°
TO INSTALL SCREW, TYP
GUTTER
8" EQUINOX ROTATING LOUVER
ALUM LEDGER
GUTTER
.PER PLAN
(E) STUCCO
(E) 2x FASCIA
CONT ALUM LEDGER
_
PER PLAN
(E) PLYWOOD
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REVISION DATE:
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SHEET:
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3/25/2 9
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SHEET DESCRIPTION:
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PROJECT: EQUINOX PATIO COVERS
REVISION DATE:
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EQUINOX MANUFACTURING, LLC
1318 SO 400 E UNIT C1
SHEET:
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3/25%2009
`'4 : a: ar I4
ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:
V h
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STRUCTURAL DETAILS
#12 TEK SCREW @ 12" OC
r
ATTACHING PIVOT STRIP AND
EQUINOX LOUVER
GUTTER TO ALUM BEAM
PER PLAN, TYP
EQUINOX LOUVER
;
PER PLAN
^GUTTER
GUTTER.
° ALUM BEAM
#12 TEK SCREW @ 12" OC
PER PLAN
ATTACHING GUTTER TO ALUM
ALUM BEAM PER PLAN, SEE
BEAM
DET 9/4.4 FOR LOUVER &
GUTTER ATTACHMENT
°
Ron C. Larsen e m
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No. 54298 e .
DETAIL
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REVISION DATE:
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3/25/2009
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1316 SO 400 E UNIT C1
ST. GEORGE, UTAH 84790
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SHEET DESCRIPTION:,
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STRUCTURAL DETAILS
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ALUM BEAM
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ATTACH 1 3/4"x1 3/4"x0.125" WALL.
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ALUM BEAM .
SLEEVE CLIP TO ALUM BEAM W/(4)
PER PLAN
o
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#14 TEK SCREWS @ EQ SPACING
`
3 3/4"x2"x 1/8"X 0'-3 3/4..
LONG ALUM SLEEVE CLIP.
°
• ATTACH SLEEVE CLIP TO ALUM
II
POST W/ (4) #14 TEK SCREWS @
ATTACH SLEEVE CLIP TO 4"SQ
°
EQ SPACING NS ONLY
ALUM POST W/(3) #14 TEK
SCREWS EA SIDE ..
ATTACH SLEEVE CLIP TO.ALUM
BEAM W/.(2) #14 TEK SCREWS
ATTACH SLEEVE CLIP TO 4"SQ ALUM POST
W/(3) #14 TEK SCREWS EA SIDE OF POST
ATTACH SLEEVE CLIP TO ALUM
BEAM W/ (4) #14 TEK SCREWS
I
I :
LONG ALUM SLEEVE CLIP
ALUM POST
I I
ALUM POST PER PLAN,
PER PLAN
NOTCHED TO FIT BEAM
Go 2
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o . Ron C. Larsen oQ M
r
No. 54298
a EXP. 12-31-09
DETAIL
Civil Engineer
DETAIL
20
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1/2" 1'-0"
SCALE: 1 1/2" = 1'-0" o, o o
sqT
SCALE: 1 =
OF o DCPA°\F0 3'
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PROJECT: EQUINOX PATIO COVERS
REVISION DATE:
S ?
EQUINOX MANUFACTURING, LLC
SHEET:
STANDARD PLANS
3/25/2009
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1316 SO RG0 E UNIT C1
ST. GEORGE, UTAH 84790
SHEET DESCRIPTION:STRUCTURAL DETAILS
Ll 3 /4 X 1 3/4X 0.12 5 WA L L X 0'-2"
W/ (2) #14 GALV TEK
SCREWS INTO EA ALUM BEAM,..
ALUM BEAM TYP EA SIDE
PER PLAN _. EQUINOX LOUVERS . .
AND GUTTER NOT
EQUINOX LOUVERS SHOWN FOR CLARITY
AND GUTTER NOT
'SHOWN FOR CLARITY 13/4"X1,3/4"x0.1 25"WALLx14" LONG SLEEVE CLIP.
NOTCH BOTTOM OF UPPER ALUM BEAM AND TOP
OF LOWER ALUM BEAM FOR INSTALLATION OF
° SLEEVE CLIP. ATTACH CLIP TO UPPER AND LOWER..'
ALUM BEAMS W/ (4) #14 TEK SCREWS.
ATTACH PER °
DET 33/4.16 ° ALUM BEAM
° PER PLAN u-------- ---
FOR BEAM TO POST I FOR BEAM TO POST
ATTACHMENT SEE I ALUM BEAM ATTACHMENT SEE
DET 20/4:9 PER PLAN DET 20/4.9
I I ALUM POST I ;
ALUM POST PER PLAN I I PER PLAN
(NO POST @ SIM)
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Ron C g ?n
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27 %SCALE: 1" = 1'-0" 28 SCALE: I" = V-0" °.
9 OF
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PROJECT: EQUINOX PATIO COVERS. REVISION DATE: EQUINOX MANUFACTURING LLC
STANDARD PLANS .SHEET:
1 . t1 1316 SO 400 E UNIT C1
3/25/2009 .:
s IST: GEORGE, UTAH 84790
SHEET DESCRIPTION:
STRUCTURAL DETAILS w 4ml