HomeMy WebLinkAboutUntitled gmgpA{s ��.6'� k"v5�'u� �.�Y 3Yt�v�*'p�,g a F„��i lC4�� p K��,1'���J y�`F�v 4
CitykVkiof Arcadia, CA
s,' �3 t ' Permit'NO.SOLR 18 7 632
€ 4 , Development Services Department Lit F k `' " �t. v '.W, PermitType pSoIars
1v-.......1240 West Huntington Drive,Post Office Box 60021 Ai tfi
�{� 'Work Classy cation Solar Residential
Arcadia,CA 91066 6021 ' r * fi �, r
—'40 ' (626)574-5416 '"f�� ."" 5 +f > r tr^ t''"1,^, ,i6,,r PermitstdtUs ssued,,
,,, ,.au "=470','4:7,;"%?,,,i L -*� 1g l: ;,fie . - $;�':. ,,-"n k, .,.cniF�r, 4i 1_L .
ARCS D C : ,,�, IssuDate'o9/10/2018 Expiration• 03/09/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
7
2425 S EIGHTH AVE Arcadia,CA 5791024021
>
Contacts
GALAVIZ,MANUEL AND OLIVIA Owner TESLA ENERGY Solar Contractor(C-4.6)-
2425 S EIGHTH AVE 3055 Clearview Way,San Mateo,CA 94402
(323)240-3174
Description:ROOF MOUNTED SOLAR SYSTEM 32 PANELS,NEW Y, Valuation: S 0.00 Tenant
125 SUB PANEL
1 Total Sq Feet: 0.00 ti Plan Check# Plan#
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $316.46
Distribution Panel $15.55 Cash/Receipt#REC-002248-2018 $316.46
Electrical Permit Issuance Fee $44.35
Amount Due: $0.00
Fire Plan Check Fee Residential $50.00
Inverters $77.78 -Mir
Panels $77.78
Solid Waste Management Fee 2 $1.00
Total: $316.46
CALLS FOR INSPECTIONS
/� Request for inspection by telephone at 626-574-5450. Leave a message
P�Gt-k L Pp,_„i� 1( _2 requesting the address,timeframe and what inspection item is needed.
ro - 2el. Ig c:: ;1---
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
���R.tp
n���7 J�`)%1void if any work authorized by this permit is suspended or abandoned for 180
eIt �/(f �fconsecutive days or if no progressive work has been verified by a City of
lV/ Arcadia building inspector for a period of 180 consecutive days.
September 10, 2018
Issued By: Date
September 10,2018 Page 1 of 1
AR
4.OF
C)%
F 499d
~ i' PERMIT/PLAN REVIEW APPLICATION
• E Development Services Department,240 West Huntington Drive,Post Office Box 60021
a,,,0, Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my icense is in fuller ore oil(Fact. �fiave and will maintain a certificate of consent to self-insure for workers'
License Class
Signature of Contractor 1'
.i ense No vU'/Exp. Date �i/ I compensation, as provided for by Section 3700 of the Labor Code, for the
' pe ormance of the work for which this permit is issued.
OWNER BUILDER DECLARATION have and will maintain workers'compensation insurance,as required by Section
IDI hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
is issued.My workers'c
License Law for the following reason(Section 7031.5,Business and Professions �im asation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier � artC h��J"��(1
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number 01 L
for such permit to file a signed statement that he or she is licensed pursuant to the
provisions of the Contractors License Law(Chapter 9(commencing with Section ( is section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
I certify that in the performance of the work for which this permit is issued,I shall
exempt there from 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 not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): 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
❑ property, or my employees with wages as their sole forthwith com 1 with those r
I, as owner of the //rrte� p y provisions.
compensation,will do the work,and the structure is not intended or offered for Date lJ�(/O(( ignature ''sale(Section 7044,Business and Professions Code:The Contractors License
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
-
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as,provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for
further information.V1 —�^ f p
Name O t/` 1 (XIV"
Title OR\(ii"
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to buildi g construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned party for inspection purposes.ignature Date O 7/C) /r Q
PITCH:19 ARRAY PITCH:19
ALL ELECTRICAL EQUIPMENT TO BE MP1 AZIMUTH:281 ARRAY AZIMUTH:281
MOUNTED ON WALL MATERIAL:Comp Shingle STORY:1 Story
ELI
1
1 m
t710
l �e N
•
III
1 . LEGEND
i� A n (E) UTILITY METER &WARNING LABEL
!! I ri INVERTER
WARNING W/ILINTEGRATEDABELS DC DISCO
Front Of House
® II n DC DISCONNECT&WARNING LABELS
,1 I®I AC DISCONNECT&WARNING LABELS.
= Timm... Ii DC JUNCTION/COMBINER BOX &LABELS
1111 m ICI DISTRIBUTION PANEL&LABELS
iiii
11111 ri LOAD CENTER &WARNING LABELS -
i!!i1 O DEDICATED PV SYSTEM METER
IIIM1 Q RAPID SHUTDOWN
oA,1ii
3-B 0 STANDOFF LOCATIONS
IN ' ' CONDUIT RUN ON EXTERIOR
00• --- CONDUIT RUN ON INTERIOR
— GATE/FENCE
0 HEAT PRODUCING VENTS ARE RED
1,1,;_:�'I INTERIOR EQUIPMENT IS DASHED
SITE PLAN N
Scale:1/16"=1' 011 E
01' 16' 32' `,
CM/MENIAL-THE INF°IDIATI°N IEREDT M3", M J B-9102705 00 oEsaDEEM
CONTAINES SHALL.NOT BE USED FOR THE MAN MANUEL GALAVIZ 10.08 KW PV ARRAY Christopher Andr€s Cruz T = 5 L 1'1
BENEFIT OF ANYONE EXCEPT TESLA INC.,NOR 55IN0D10 STSIEIk
SHALL IT BE DISCLOSED IN MOOR w ZS Comp V4 w Flashing-Insert 2425 S 8TH AVE
PMT TO OTHERS OUTSIDE THE RECIPIENTS M ARCADIA, CA 91006
CRGAWLAD°N,E7(CEPT IN CONNECTION NM
THE SALE AND USE OF THE RESWECIIE (32) SC Std SC315B2 : ROE DATE
EQUIPMENT,NTTHOITT THE%MEN PT1'Btm PAGE NAME
PEATA59WT OF 1Esln DM Multiple Inverters SITE PLAN 3 7/18/2018
' PITCH:19 ARRAY PITCH:19
ALL ELECTRICAL EQUIPMENT TO BE MP1 AZIMUTH:281 ARRAY AZIMUTH:281
MOUNTED ON WALL MATERIAL:Comp Shingle STORY:1 Story
Rig
I <
I
CJ.. eTDRIVEWAY
Fill
IiAa
°i . LEGEND
IIu I.'` ►®I (E)UTILITY'METER &WARNING LABEL
I P1 INVEATER W/INTEGRATED DC DISCO
® i Front Of 0003e ►
&WARNING LABELS
I ® DC DISCONNECT 8c WARNING LABELS
,I I®► AC DISCONNECT&WARNING LABELS
= iiiiT.. Ii DC JUNCTION/COMBINER BOX&LABELS
1111, n DISTRIBUTION PANEL&LABELS
1111 ICA LOAD CENTER &WARNING LABELS -
!!!!I O DEDICATED PV SYSTEM METER
® 1lI ri RAPID SHUTDOWN
,
3 FSB 0
STANDOFF LOCATIONS
r _ CONDUIT RUN ON EXTERIOR
,, W• --- CONDUIT RUN ON INTERIOR
— GATE/FENCE
0 HEAT PRODUCING VENTS ARE RED
�` INTERIOR EQUIPMENT IS DASHED'
L=J
SITE PLAN N
Scale:1/16"=1' A+ E
01' 16' 32' `,
•
CONFIDENTIAL-THE INFORMATION HEREIN le NVI 3°' JB-9102705 00i0 Oft DES�O t DEM
CONTAINED SHALL NOT BE USED FOR THE MANUEL GALAVIZ 10.08 KW PV ARRAY Christopher Andres Cruz TESL _
BENEFIT OF ANYONE EXCEPT TESLA INC..NOR ROWING SrrnEri
SHALL IT BE DISCLOSED IN WHOLE OR N ZS Comp V4 w Flashing—Insert 2425 S 8TH AVE -
PART TO OTTERS OUTSIDE THE RECIPENTS
ORGAIRATION.EXCEPT N CONNECITON INNOMEs ARCADIA, CA 91006
THE SALE AND USE OF THE RESPECTwE (32)SC Std SC315132 SHEET: RE DAIS
MLA EMINENT, TIE mum PAGE NAIL
PERMISSION of TESLA NC. Multiple Inverters •
SITE PLAN 3 7/18/2018
s • t:
Project At a Glance
Ed Generated I Version#73.5-1
Project Info: Design Criteria: •
,Job#: .._ _ , ". _ 9102705 . , ^ _Applicable Codes=2016 CEBC/CBC/CRC,ASCE 7_10,and 2012NDS._;.
Residence Galaviz Residence --Risk Category=II -� ___�_ _
Address,- _ - _ _-_ 2425 S 8th Ave- _, ___ • -Wind Speed, 110 mph„Exposure Category C;Partially/Fully Enclosed Method
Arcadia,CA 91006 -Ground/Roof Snew,Load=.0 psf '
__-______._,_ AHJ = •_ --__-- __ _._ _:Arcadia LL___,-_: ___ _,__-. ..._MP1-Roof_DL..-_8-psf,Roof LL^.ZU.P_sf___ _ _____�_-__ ______----
SC Office:_ Atwater Village
DP9des Re4d_ _,_ No
Stamp Req'd: Yes
PV Designer -:.___ Christopher Andres Cruz
•
--_.._____ -_ PIL?_._-- _ - _ •
Wet Stamp Required? No Seismic Check:`10%check passes
Please note any comments, red flags, or any other useful observations by MP in this box.
Parameter • Typical? 1st MP 2nd MP 3rd MP 4th MP 5th MP 6th MP 7th MP
MP Name = " MP1
MP Structural Tab Name 'MP1-S'! '__
MP Hardware Tab Name'. : MP1-H1 ., .
,_ Pitch(degrees) Typical 19°
____._._ Rafter Width __-_-___:. _ : ________',- : 1.50' '
Rafter Depth •-4-_-5.50"
Rafter Spacing • . •. Typical • 24"O.C. , •
• Vaulted No •
• Finished Attic ___-__ ___-. .__._. No '-. - • "
Lath and Plaster Ceiling No
• TL Deflection Limit - 120'
_ - Roofing Material, :` __. :` Typical:, Comp Roof- : •,
Number of Layers 1 Layers
Re-Roof No
_,__
• Span 1 18,58 ft
• ___ :Span 2 -_ - _ -----,.'
_"_. -____-- Span 3___,_-__.___,_, -____--_.-.---
Span-----
Total Rake Spin Typical 22.55 ft
PV 1 Start4.67 ft '
PV 1 End 18.00-ft- '
-PV_�_e_
2 Start
__.�- __._s
PV 2 End
PV 3 Start __.._
PV 3 End '
Shear Stress DCR 0.21
Bending(+)Stress DCR_ 1_24 _ •_
Bending e)Stress DCR -T^ 0.14
Total Load Deflection DCR'. - .1.00 .
Governing Mode f)Bending Stress(psi)
Governing Post PV DCR. _-----__ :_,__.'_- 1,.2_4_--.-. ----- =--__ �__.__ r__ A_ - --•_-_
Pre-Fab Truss No
MemberAnalysis Pass/Fail Typical Fait,'
_- Goveming.Pre_Upgrade DCR- _ __1.24__x ---____,_._____ __ s_, __._-_-•_--- ___—__ __ _ ---___.__ --.
Governing Pre-PV DCR -_._.__-.2,22___.___
.___ __Activate 5%Check,_.."___"_____.-_:_'___,_ _-No_w_- -------_,.. __._ r . : ___--_.-_ _. _-. - _
5%Check -60%
' ' '5%Gravity Impact Pass/Fail Typical - Pass . , :. - ,
Overall Pass/Fail. Typical Pass,'. . ._- • .
L___UpgradeShown;in Plans . . Typ_icals, . No
Max Allowable Length for Upgrades 1,0 ft
Upgrade.Method -�_ - ___ __-_.._____Pass ;_
Upgrade Method Descn tion _-_-, _Pass
.__ Urad
pge/lember Net_Rake Length-__"_ :_ :-._,_-,_ _._Pass..-;_-___-_-__._.__. __-:_ __ __,- _________ ___ __: ___•___:_._______ _._
Upgrade Member Depth Pass
_-_ _ •-PUSy-stem_TYPe-_
Standoff Comp Mount SRV -------•___,_,_______-_ ______..____�______._
Landscape X Spacing; Typical t : ,72" ,', -, • - -
Landscape X Cantilever. _ ' ,- • ` 24" ', ' • `
Landscape Y Spacing_- 41" - __, _____-_ _ ____________
Landscape Y Cantilever` NA ,, -_ .'Standoff Configuration,:„ _ . Typical.'„ : :.Not Staggered __ • _ _ - _ _ ._ , . - • _ -
Standoff Demand/Capacity 37,5% ` . - - _
Portrait XSpacing-.- • Typical 48"._ r'
_
Portrait X Cantilever` 21"
--_-.__.,_, Portrait Y_Spacing^______._._, -_ ._ .- 62__,__
Portrait Y Cantilever NA .
Standoff Configuration,' .. Typical_. Not Staggered' ..- _ ._ `, . .. .
Standoff Demand/Capacity37.9% , . •
Designer Spacing Override? Not Capped
Roof Framm9 _., Stick Frame - -
,MP Status . - Typical : - Member Impact Check oK'•. _
's
,41r
Version#73.5-1
Ed Generated
HARDWARE DESIGN
,.. , HDGN.AND STRUCTURAL;ANALYSISRESULTS SUMMARY TABLES. `.•„
Landscape Hardware:-Landscape Modules'Standoff Specifications
Hardware X-X Spacing X=X Cantilever Y=Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 72" 24' 41" NA Not-Staggered 37.5%
•: Portrait _ Hardware-Portrait Modules'Standoff Specifications
Hardware:_ •• X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR
MP1 48" 21" 62" NA Not-Staggered 37.9%
Roof Pitch ,. Qualification Results
Mounting Plane .
(Degrees) Member Evaluation Results
MP1 19° Member Impact Check OK
Tesla,Inc.
T
1 = 5 L R 3055 Cte-te,exi Way San r?lateo CA 94402
p 550 538 1626 P 050 638 1029
[SEISMIC CONSIDERATIONS ' .- - '7- , • • . ----7-• 7- '-- ,-- : ' , - III]
. .,
,
Seismic Design Criteria (per USGS)
Seismic Design Code ASCE 7-10
— .. r ,34.1108
Latitude - , —
Longitude -1'18.0175
SRA at Short Period ' Ss 2.754 ' 1 : USGS
SRA at 1s Period Si 1.042 USGS
Soil Site Class_ D IBC 1613.5.2
Seismic Design Category SDC E USGS
Seismic Check Required(Ss 0.4g , .. Yes ,, ''- IBC 1613.1
&SDC..?..D)?
rALTER-AtION LATERAL DESIGN'10%'EXCEPTION CHECK - - - 7 7 - - ' • ' • — '7-- 1
Weight of Proposed PV System
Area Dead Load Weight
PV System Weight' , , 565 sf 3.0 psf 1,695 lbs '
Total Weight of PV System W(pv) 1,695 lbs
Weight of Roof on.Existing Building
Sum Area of MPs with PV 1412 sf I •
Portion of Roof Weight , Area Dead Load Weight -----------I
Roof 1,412 sf 8.5 psf 11,944 lbs
1,412 sf 6.0 psf 8,470 lbs
Interior Wails(Top Half) 601 sf 5.0 psf 3,006 lbs
Exterior Walls(Top Half) ----- --- —7 601 sf 8.5 psf 5,110 lbs
Net Weight of Roof Under PV W(exist) 28,529 lbs I
Check% Increase of Roof Weight/Seismic Shear Load
%Increase of DCR of Lateral Force ,„, ,‘„,
Resisting System " , , ,, vv(pvy vv(exist) , Increase Seismic Shear Load<10%,->[OK] ' '
Note: Seismic base shear is directly proportional to roof weight.
•
,
i$TRUGTURE ANALYSIS LOADINGSUMMARYRND MEMBER CHECK MP1r
Member Properties Summary
MP1l Member _.. Properties
Spans Rafter Pro nes
Overhang 2.74 ft Actual W 1.50"
• Roof System Properties Span.1 18.58 ft ,' Actual D 5.50"
Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes
Roofing Material Comp Roof Span 3 A(in^2) . , 8.25,
Re-Roof No Span 4 Sx(in.^3) 7.56
Plywood Sheathing Yes Span 5 ` lx(inA4) 20.80
Board Sheathing Skip-Sheathing Total Rake Span 22.55 ft TL Defl'n Limit 120
Vaulted CeilingNo. . PV 1 Start 4.67 ft, ' Wood Species DF
Ceiling Finish 1/2"Gypsum Board PV 1 End 18.00 ft Wood Grade #2
Rafter Slope 19° PV 2 Start : Fb(psi) ' 900.,
Rafter Spacing 24"O.C. PV 2 End Fv(psi) 180
Top Lat Bracing Full PV 3 Start E(psi)• 1,600,000
Bot Lat Bracing At Supports PV 3 End E-min(psi) 580,000
Member Loading Summary,
Roof Pitch 4/12 Initial Pitch Adjust. Non-PV Areas PV Areas
Roof Dead Load DL 8.0 psf x 1.06 8.5 psf 8.5 psf
PV Dead Load PV-DL . 3.0 psf x 1.06 , I . 3.2 psf
Roof Live Load RLL 20.0 psf x 1.00 20.0 psf
LivelSnow Load LLISL1'2 •
Total Load(Governing LC)'. ' ` . - 'TL. . 28.5 psf.':, • 11.6 psf..
Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C,)(IS)g; C0=0.9,Ct=1.1,l =1.0
Member Analysis Results Summary ,•,
' Governing Analysis. Pre-PV Load(psf) Post-PV Net Impact Result
Gravity Loading Check. 28.5 11.6 -59% Pass
1 •-i .
Mounting Plane Information ' , -
Roofing Material Comp Roof
Roof Slope 19°
framing Type/Direclion _ _ . , Y:Y Rafters
PVSystemType SolarCity SleekMountTM
, -
2-e-p Sysiem Type , . . ZS Comp_ "
Standoff(Attachment Hardware) Comp Mount SRV
Sp_enning_Vents _ ,_. No .
. ,
Wind Design Criteria
Design Code IBC 2015 ASCE 7-10
Wind Design Method Partially/Fully Enclosed'Method
_
Ultimate Wind Speed V-Ult 110 mph Fig. 1609A
Exposure CAtegory, , • C Section 26.7
Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B
..._
Mean Roof Height ' h 15 ft Section 26.2
Wind Pressure Calculation Coefficients,
Wind Pressure Exposure K, 0.85 Table 30.3-1
, .
Topographic Factor , , Kzt ., 1.00 Section 26.8
Wind Directionality Factor Kd 0.85 Section_26.6-1
Importance Factor I - NA
qh=0.00256(Kz)(Kzt)(Kd)(WI)
Velocity Pressure qh 22.4 psf Equation 30.3-1
•
Wind Pressure -
Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B
Ext. Pressure Coefficient(Down) GCp(Down) V. 0.45 . Fig.30.4-2A/B/C-5A/B
Design Wind Pressure p p=qh (GCp) Equation 30.4-1
Wind Pressure Up . , p(up) , ' -19.6 psf ' ,
Wind Pressure Down ' P(down) , ' 16M psf ,
[AL-COVABLE-STAKICiarrSPA-CINGS-'- , ,,, ,' ,‘,' . , '- - '77 •, ',•''5 ' • 7 •"--'-- '71
X-Direction , V Y-Direction
Max Allowable Standoff Spacing_,__ _ Landscape 72" 41"
iillax-Allowable Cantilever_ _______,_ Landscape , -
Standoff Configuration Landscape Not-Staggered
Max Standoff Tributary Area VVV, Trib . 21 sf ___
, —__ ___.__
PV Assembly Dead Load _ _ W-PV V 3.0 psf
Net Winilliplift at Btanclo-fr _ -1.----It-acfuil7_,:::--11-77-_-2o6lEsT__-_—_--iiii-_-_-_—__-_17- ---------x,_: ,-
Uplift Capacity of Standoff - T-allow — 548 lbs ----—
Standoff Demand/Capcity V DCR , . ,37.5%
., X-Direction V V Y-Direction
Max Allowable Standoff Spacing Portrait 48" 62"
MaxVV
Allowable CaptireVer ;', Portrait ' , 21" , .7.- , __
NA
Standoff Configuration Portrait Not-Staggered
Max Standoff Tributary Area Trib 21 sf
, .
PV Assembly Dead Load W-PV 3.0 psf
, .
Net Wind Uplift at Standoff , T-actuar . t. :207 lbs , ' _
_
Uplift Capacity of Standoff T-allow ' 548 lbs
Standoff Demand/Capacity DCR V V - 37.9% V V V