BPAT2018-007178-495 CALLE TAMPICO Tv�D
/ VOICE (760) 777-7125 FAX (760) 777-7011
LA QUINTA, CALIFORNIA 92253 DESIGN &DEVELOPMENT DEPARTMENT
INSPECTIONS (760) 777-7153
BUILDING PERMIT
Permit Type/Subtype:
Application Number:
Property Address:
APN:
Application Description:
Property Zoning:
Application Valuation:
PATIO COVER/SPECIAL/ENGINEERED DESIGN - OPEN/ENCLOSED Owner:
BPAT2018-0071 MARK GOSTINE
81580 TIBURON DR 81580 TIBURON DR
767531001 LA QUINTA, CA 92253
GOSTINE / 1965F EQUINOX PATIO COVER
$15,000.00
Applicant:
ATLAS AWNING AND SCREEN INC
754 SOUTH WILLIAMS ROAD
PALM SPRINGS, CA 92264
P D
.17
DD
OCT 10 2018
MYOF1AW10,
���t���"��� ��I ICI f' OF.9"'t1!'•-.�qf, A I i ? ?�','ii'
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9
(commencing with Section 70001 of Division 3 of the Business and Professions Code, and
my License is in full force and effect.
License Class: D 33 License No.: !4
Date: Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law forthe 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 Sect€on 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
U i, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that he
or she did not build or improve for the purpose of sale.).
(_) I, 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 notapply to an owner of property who builds or improves thereon,
and who contracts for the projects with a contractar(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 forwhich this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Addres
Date: 10/10/2018
Contractor:
ATLAS AWNING AND SCREEN INC
754 SOUTH WILLIAMS ROAD
PALM SPRINGS, CA 92264
(760)327-8466
Llc. No.: 835140
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, forth e performance
of the wor or which this permit is issued.
to- L! 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: SZCURITYN Policy Number:
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.
Date: 101" Applicant:
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 ($100,000). 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 Building Official for a permit subject to
the cvnditlons 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 aws relating to building
construction, and hereby authorize representatives of this cit o enter upon the above -
mentioned property for inspection purposes.
Date: —10-69 S Signature (Applicant or Agent);
Application Number: BPAT2018-0071
Property Address: 81580 TIBURON DR
APN: 767531001
Application Description: GOSTINE / 196SF EQUINOX PATIO COVER
Property Zoning:
Application Valuation: $15,000.00
Applicant:
ATLAS AWNING AND SCREEN INC
754 SOUTH WILLIAMS ROAD
PALM SPRINGS, CA 92264
Date: 1010/2018
Owner:
MARK GOSTINE
81580 TIBURON DR
LA QUINTA, CA 92253
Contractor:
ATLAS AWNING AND SCREEN INC
754 SOUTH WILLIAMS ROAD
PALM SPRINGS, CA 92264
r, (760)327-8466
LIc. No.:83514
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ r -r m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Detail: 196SF EQUINOX PATIO COVER AT REAR YARD [ENGINEERING] THIS' PERMIT DOTS NOT INCLUDE ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA
BUILDING CODES.
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT CITY AMOUNT
BSAS SB1473 FEE 101-0000-20306 0 $1.00
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER, DESIGNED
101-0000-42404
0
$143.56
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PATIO COVER, DESIGNED PC
101-0000-42600
0
$181.56
Total Paid for PATIO COVER / COVERED PORCH / LATTICE: $325.12
DESCRIPTION ACCOUNT
CITY
AMOUNT
RECORDS MANAGEMENT FEE 101-0000-42416
0
$10.00
Total Paid for RECORDS MANAGEMENT FEE: $10.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
SMI - RESIDENTIAL
101-0000-20308
0
$1.95
Total Paid for STRONG MOTION INSTRUMENTATION SMI: $1.95
DESCRIPTION
ACCOUNT
CITY
AMOUNT
TECHNOLOGY ENHANCEMENT FEE
502-0000-43611
0
$5.00
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00
i
+
- GEM .Frig DFSE.Kr -
�
PERMIT # RFRIC
PLAN LOCATION:
Project Address:
Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech
APN #:
5 3
s -e cove
Applicant Name:
Address:
1 �, L
CiEy, ST, Zip:
Telephone:
_ 8
Email:
Valuation of ProjectQQ�_
Contractor Name:
,New SFD Construction:
Address:
Conditioned Space SF
City, St, Zip
Garage SF
Telephone: 8
Patio/Porch SF ,
Email:
O
Fire Sprinklers SF
State Lic: City Bus Lic:
S
Arch/Eng Name:
Construction Type: Occupancy:
Address: 14jV1 N
Grading:
City, St, Zip L 11A
Telephone: y 2
Bedrooms:
Stories: # Units:
Email:
�
State Lic: C City Bus Lic:
Properly Owner's Name: &
New Commercial / Tenant Improvements:
Address: J
Total Building SF
City, ST, Zip 4,4j . ea Construction Type: Occupancy:
Telephone: ' x0
Email: /U �L60-123.
78495 CALLETAMPICO
LA QU I NTA, CA 92253
760-777-7000
PG -A IVESTe
FAIRWAYS ASSOCIATION
Notice of Architectural Review
July 18, 2018
Mark & Patricia Gostine
2815 Lake Drive
Grand Rapids, M149506
Re: Architectural Application — $1580 Tiburon (Toll Bros. SBA)
Dear Mr. & Mrs. Gostine:
The Architectural Review Committee has reviewed your application for front yard, courtyard, side yard
and rear yard landscape and hardscape modifications at your residence. I am pleased to inform you that
the Committee has approved your application as submitted.
Please note that the Architectural Guidelines state the following: Section 4.9, (a) Generatlnfornzation.
(ii) All lots abutting golf course property are subject to a five foot (5') easement in favor of the golf
course (the "Setback") specifically prohibiting the installation of a water feature or hadscape within the
Setback. If the proposed water line of the pool and/or spa, or any hadscape modification falls within the
Setback, an exception agreement must be obtained from PGA WEST golf course management prior to
installation. Application for the exception agreement should be directed to PGA WEST golf course
management, and a copy of the approved exception agreement shall be provided to the Architectural
Committee. (Note: Owners may want to have an alternate set of plans that shows the pool and/or spa
waterline or any hardscape set before the Setback.) Section 6,10, Durattpu of Proiect„ The duration of a
project should conform to the amount of time requosted by the homeowner on the Exhibit "A" form of the
application; and subsequently approved by the Architectural Committee. A project that is not completed
in the requested timeframe may be subject to the Enforcement Procedure (Section 7.9) outlined in this
document. Section 7.7, Site Maintenance, (a) Smockilinjz of Materials. Materials delivered to or
generated by work on a particular Lot should be neatly stockpiled on such Lot and shall be incorporated
into the work of Improvements or discarded/removed within a reasonable time. 'Where possible, such
materials shall be screened from view of the public and neighboring properties. (b) Removal and Storaee
of E—qu pment. Equipment, materials, supplies, and temporary structures shall be removed when any phase
of the work is complete, leaving the area neat and clean. Equipment not in daily use must be removed
from the job site. Section 7.8, Disnmsul of Debris. Any debris generated from a job site must be
removed from the site. No material may be placed in or near the street, Common Area, neighboring Lots
or any other portion of the property covered by the Declaration and Supplemental Declarations,
In addition, the Rules & Regulations state the following: SECTION VIQ. Architectural and
Landscaping, E. Fhesgglisibility or Damage, The Member will be responsible for any and all damage to
the common area caused by the architecturalllandscaping activity.
The Management Trust — Desert Division
39755 Berkey Drive, Suite A, Palm Desert, CA 92211
Phone: (760) 776-SIOO Fax: (760) 776-SlII
www;.hgam'�.silairyac)s,c:o111 105,
If a portable restroom is needed, notify the Association as the location for the restroom will need to be
determined by the Manager. Portable restrooms must be tan in color.
Golf Course Property Access — Approval of architectural change plans by the Architectural Committee
does not include any right of access by Owner's contractor or subcontractor through golf course property.
The golf course is not currently providing; permission to access Owner's Lots through golf course
property. To discuss this further you can contact golf course management at PGA WEST at 760-564-
4463. A ccess without written permission could he deenmrl criminal trespass
Enclosed is an Exhibit C — the Compliance Review Request form. Please complete this forth return it by
mail or fax to the address below so the completed project can be inspected and your performance deposit
refunded.
If you have any questions, please contact Kari Martin at 760-895-6345 or by email at
1:�ui.Nj,�r['s�t�r}_Mstttt�tc`E� �c��ttrust.com.
Sincerely,
For the Architectural Committee
PGA WEST Fairways Association
&m Ytwi -;(
Cassic Gertz, CCAM, CMCA I General Manager
The Management Trust — Desert Division
Enclosure: Exhibit C — Compliance Review Request
cc: Lot File
Architectural Committee
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Al -okw
to-
.,t, PeO4-
Iti
11'
PLAN VIEW
14'
LA
EQUINOX BEAM
(B/S2)
POST
(C/S2)
POST TO FO❑TER
C❑NNECTI❑N (D/S2)
ELEVATION
:AM TO STRUCTURE
INNECTI❑N (F/S2)
PLACES)
�BEAM TO BEAI
C❑NNECTI❑N
in CH1/S27
POST TO HE,
CONNECTI❑N
(E/S2)
OL24"x24"x24" S❑LID
CONCRETE F❑❑TER
(2 PLACES)
ELEVATION
GENERAL NOTES;
1, DESIGN COMPLIES WITH 2O16 CDC,
2, LIVE LOAD: 10psf
WIND LOAD: 120mph EXPOSURE C
3, f'c=2500psi FOR ALL NEW CONCRETE
4, ALL BOLTS ARE ASTM A307
ALL SELF —DRILLING, SELF —PIERCING, SELF —TAPPING,
OR SHEET METAL SCREWS WILL CONFORM TO ICC
ESR 1271, 1408, 1976, 2196, 3006, 3215, 3223, 3231,
3294, 3332, 3528, OR 3558
5, L❑CATI❑N: GOSTINE RESIDENCE
81580 TIBURON DR,
LA QUINTA, CA 92253
:gFW7 20 I B —co�
CITY OF -EA i
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE
DATE DRAWN
09/13/18 F G
CARL PUTNAM
P.E.
EN'
ATLAS
E COSTINE,DWG
3441 IVY LINK PLACE
LYNCHBURG, VA 24503
(434) 384-2514
CARLPUTNAMBCDMCAST,NET
STRUCTURE
si
DETAIL A
EXTRUDED LOUVER
(6063-T6 ALUM, ALLOY)
0.065 TYP:
1' M
.25'
DETAIL B
2"x8" EQUIN❑X BEAM
(6061-T6 ALUM, ALLOY)
co
DETAIL F
EQUINOX BEAM TO
STRUCTURE C❑NNECTI❑N
2,5'
SEAL W/ CUNT SILICON BEAD
�5} #14 SCREWS
DRILL 94'0 HOLE IN OUTER
WEB TO INSTALL SCREW, TYP
'\�QUVER GUTTER
LUM LEDGER (2'xB'x0,125')
STUCCO (1' MAX THICKNESS)
LYWOOD
DETAIL C
EQUIN❑X ALUMINUM POST
<6061-T6 ALUM, ALLOY)
0,125'- - - '
J
DETAIL G1
LOUVER TO BEAM
CONNECTION
\-BEAM
<B/S2)
DETAIL D DETAIL E
POST TO F❑❑TER CONNECTION EQUIN❑X HEADER TO
POST CONNECTI❑N
ALUM POST -POST EMBEDMENT WRAPPED
IN PLASTIC TAPE
12'iMIN D ❑
4 6
a
L_ D
CONCRETE FOOTER
(f'c=2500 psi))
STEEL BAR EMBEDDED 9" DEEP (ASTM
A650 GRADE 60 #3 REBAR OR ASTM A307 %' STEEL BOLT)
/_8' EQUINOX ROTATING LOUVER
DETAIL 02
EQUIN❑X LOUVER
M❑UNTING RAIL
(0,10' 6063T6 ALUM ALLOY)
r
0,48'
0.55
A A'
—EQUINOX HEADER
(B/S2)
DETAIL H1
EQUIN❑X BEAM TO
EQUIN❑X BEAM
C❑NNECTION
BEAM (BI/S2)
QUINOX BEAM (B1/S2)
(2)#14 SDS
(EACH SIDE)
'-EQUINOX BEAM BRACKET
(H2/S2)
(4) #14 SDS EQUALLY
SPACED
Cl OF LA .0" E! NTA
BUILDING DIVISION
REVIEWED FOR
CODE
COMPLIANCE
DATE -BY
'x2'x%'x3f4' ALUM
'EVE CLIP
-ATTACH SLEEVE CLIP TO
EQUINOX POST W/0) #14
TEK SCREWS EACH SIDE
ATTACH SLEEVE CLIP TO
EQUINOX BEAM W/<4) #14
TEK SCREWS
-POST (D/S2)
DETAIL H2
ALUM. SLEEVE CLIP
17
681,39
6r-3012095
DATE I DRAWN BY CARL PUTNAM 3441 IVY
LINK
PLACE
LYNCH2450E
09/13/18 FG P.E. C RLPUB AMBCDMCAST.NET
'ENT ATLAS
FILE G❑STINE,DWG
C STRUCTURE DETAILS IS2
Carl Putnam. P.E.
Summary Calculation Sheet for:
Design Loads: Live Load, Dead Load
Gostine Residence
81580 Tiburon
La Quinta, CA
LL := 10•psf
Wind Speed WS := 120•mph
ASCE7 Table 30.3-1 Exposure C Kz := 0.85
Dead := 3.5•psf overall dead load of EQ structure
LouverDead := 2.9•psf louver dead
Structure Geometry Projection := 14•ft Overhang := 0•ft
h := 8-in Projected Thickness of Roof
headerW := 2-in width of Equinox header
I 1:= 11,ft + h mean roof height
Define user functions
maxi(amaxi , bmaxi) := if (amaxi > bmaxi, amaxi , bmaxi)
mini(amaxi,bmaxi) := if(amaxi < bmaxi, amaxi, bmaxi)
Width
EQwidt
Npost:
HOhang := 0•ft
LouverSpan := 13.67 • ft
Chooses the max value between 2 nt
Chooses the min value between 2 numbers
Wind Directionality Factor Table 26.6-1 Kd := 0.85
Isnow := 1 Iseismic := 1 structure is Risk Category 11
ASCE7 26.8 Topographic factors are outside the scope of this report Kzt := 1.0
ASCE7 30.3-1 qz := 0.00256•Kz•Kzt•Kd.WS2.14.959� lb 0 6 14.959 Ib/ft^3 is a hidden constant used for unit
3 conversion in the ASCE 7 equation 30.3-1 that
qz = 15.983-psf ft MathCAD requires to be explicitly stated.
Gust Effect Factor &:= 0.85 WS = 120•mph
ASCE7 Fig 30.8-1 angle = 0, Area>4aA2
Cf := 1.95 CN := 1.2 WLup := maxi(G•CN•gz,10•psf) WLup = 16.302•psf
Seismic Design Variables
Ss := 150% Fa := 1.0 for this zip code Site Class D. Max value is 150% per ASCE7 12.8.1.3
SMs := Fa - Ss SDs := 2 • SMs
3
SDs = 1 redundancy factor p := 1.3 &:= 2 ASCE7 Table 15.4-2 Inverted Pendulum
RL := if(LL > 20•psf,1.2.0.7•LL,LL) Flat roof snow load for cold roof
SL:= if(RL > 30•psf,1.2.0.7•LL,0) seismic roof load
SL = 0•psf RL = 10•psf
dcrit0 := 150 dcritI := 180 Deflection criteria i := 0
w0 := RL + Dead wI := WLup — 0.6•Dead
EQCASumCalcSingleSpanPerpPE15AlumaGo. 9/14/2018 2:52 PM
xmcd
CITY OF LA QL NTA
BUILDING DIVISION
1 ; :REVIEWED FOR
CODE
COMPLIANCE
DATE BY
1 of 4
Carl Putnam. P.E.
"no beam"
"no beam"
"0.125x2x8 Alum"
Beam := "0.042x3x8 Alum"
"16 Ga Steel C"
"14 Ga Steel C"
"12 Ga Steel C"
Equinox Louver
Louver Properties
Louver :_ "0.065" Extruded"
ILouver := 0.437•in 4 0.013
0.016
0
0
8304
Ma:= 1038 •lbf•ft
4786
5812
8549
LouverSpace := 8-in
0 0
0 0
10000 17.4
E := 10000 ksi I := 7.91 In
29000 10.18
29000 11.77
29000 13.28
LouverSpan = 13.67 ft
VaLouver:= 217•lbf MaLouver:= 482•lbf•ft ELouver:= 10000•ksi
ILouver = 0.355•in4
Beam Database
Louver Shear
(RL + Dead). LouverSpace• LouverSpan (WLup — 0.6•Dead)•LouverSpace•LouverSpan
VLouver0 := VLouverl :_
2 2
VtestLouveri := if(VLouveri > VaLouver, "Check Moment", "OK" 62
\\ VLouver = lbf VtestLouver =
(65) ( "OK"
Louver Moment
(RL + Dcad)•LouyerSpace•LouverSpan2 (WLup — 0.6•Dead) •LouverSpace•LouverSpan 2
MLouver0 := MLouverl :_
8 8
MtestLouveri := if(MLouveri > MaLouver, "Check Moment", "OK" /
210 "OK" /
MLouver = lbf•ft MtestLouver =
(221) "OK"
Deflection Criteria dLouver := 60 dcrit0 := 150 dcritl := 180 OLimitLouver :_
LouverSpan
dLouver
OLouver :_
5•(RL)•LouverSpace•LouverSpan4 ILouver 5•(WLup•0.7 — 0.6•Dead)•LouverSpace•LouverSpan 4
:_
0 384•ELouver•ILouver 1 384•ELouver•ILouver
OtestLouveri := if(ALouveri > OLimitLouver, "Check Deflection" , "OK" )
OLimitLouver = 2.73 • in OLouver = inOtestLouver = OK"
(1.37) "OK"
Header #1 attached directly to Louvers:
kl := 0.. 1 ihlkl := 2 nHlkl := 1 L1 := Projection — HOhang= 14ft
Headerlkl := Beam(ihlkt) Malkl := nHlkl•Ma(ihlkt)
Elk] ' E(ihlkl) 24, := nH1kl.I(ihlk1)
EQCASumCalcSingleSpanPerpPE15AlumaGo. 9/14/2018 2:52 PM 2 of 4
xmcd
Carl Putnam. P.E.
8304
10000 ksi (17.4
11 ~
8304
0.125x2x8 Alum"' Mal = Ibf•ft El = (10000 17.4
Headerl = �)
(,,,,o.l25x2x 8 Alurn )
EQ� = 7 ft
EQ►vidth _ 7 ft tribl 1 := 2
tribl0:= 2
Actual Moment for structure (WLup — 0.6.Dead)•trib1kl•Ll
2
(RL + Dead)•triblkl•L12 rl Mheade—
_ kl,l' 8
Mheaderl kl , 0 ' 8
•= if (Mheaderl > Mal kl , "Check Moment" , "OK" )
MtestHeaderl kl i kl , i
C2311 x436 lbf • ft Mtn
Mheaderl2315 2436
5(WLup.0.7— 0.6•Dead)•triblkl•Ll4 ALimitli;= Ll
dcriti
5•(RL)•triblkl•L14 —
__ �lkl t 384•Elkl•11kI
Al .= 384•Elkl•11kl
:= if ( 01 > OLimitl "Check Deflection" , "OK") 1. l
Otestl kl , i "OK" "OK" m
kl , i 0.35 Q•32 OLimitl = �0.9 ..
l = • in Atestl = „OK„ ,"OW' )
(0.35 Q.3 2
Determine Load on Post k3 := 0 ..1
( 662 696
Postkl i'= witriblkl•( 21 +HOhang post= 662 696 ).lbf
PostCapacity := 2000•lbf
Post: 0.125"x4"x4" cloverleaf steel post
OK
TestPostk3 := if (postk3 , 0 > PostCapacity, "Check Post,, "OK"
\ > 750•lbf , "Check Slab" , "OK") TestSlab = �,1OK„ I
TestSlabk3 := if (Postk3 0
Wall Fastening #1: 114" lag screws wl 2.5" embed Cd0 1
ScrewCapl := 145•lbf Nscrewsl := 5 Studspace := 16•in
Ll 662 lbf
WallLoad = Wa1lLoadi := wi tribl0 2 �696
("ZK
K„TestScrewi := if (WallLoadi > Cd�Nscrewsl • ScrewCapl, "Check Screw" , "OK"'1'estSerew =„
\ DLfactor := 0.6
Check Uplift pconcrete := 150•pcf (14
Pos tk31 Vfoot — — (7.7)
ft3 dUPk3 := VTTO3
dUP = { 24)In
,
Vfoo 7•7
tk3 pconcrete•DLfactor
911412018 2:52 PM
EQCASumCalcSingleSpanPerpPE15AlumaGo.
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("OK"
-- „OK„
CdI := 1.6
3 of
Carl Putnam. P.E.
Check Lateral Forces
P := Cf G qz h•(Projection + HOhang
2 + HOhangl P = 1241bf
Seismic Base Shear J/
SDs•lseistnic
Vq:. ~•(0.2•SL•Width + Dead. EQwidth)•tribl0
R
N:= maxi(P,Eq) P = 156lbf
P-H
1 if (Npos(s > 2, blposts — 1, Nposrs M
MI
S3nom := 200• psF
ft
4 4.21 M
dcubeL ;=
S3nan J2
Vq = 172•lbf
910
M = lbf-f4
(910
Eq •= p• 0.7• Vq Eq = 1561bf
value given in Table 2015 is 1806.2 for Type 5 soil, doubled as per 1806.3.4
dcubeL = (23
231•
J++ in d := maxi(dcubel . dUP. 24
These calculations are in conformance1 li d = �24)•i„ constrained footing
wl the 201518C and the 201ti Califamia Building Code. The loads were determined from
the critical load combinations in Section 1605.3.1, specifically
element capacities were determined in compliance with the appropriate material specification =
Y Equation 16-9 (H=O, 1==0, T=0) and 16-12 (H=O, F-0 .
Borth American Specification for Cold Farmed Steel Structural Members or IVDS for W ) Structural
(Aluminum Design Manual, AfSI
Wood Construction),
EQCASumCalcSingleSpanPerpPE15AlumaGo.
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