HomeMy WebLinkAboutP2B PRJ-822 Pivot Energy [ESS Store 1393]ELECTRONICALLT FlLE YOUR PROJECT W ITM STATE OF INOIANA a[ M1HO�.//www.in.9ovltlM1SIY650.M1M.
TM1Is on-line filing Is IM1rougM1 a secure Sile, you can use i� �o submll you� projecf inlo�malion, Oay �M1e fees antl u0loatl ymr projec� plans.
Use Internet Bmwsei [o Vlew (Ms repoi[ ofhe� biovisais are not compa061e [o vlew Nis �eport
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Pmjec�number Releasetla[e
CONSTRUCTION DESIGN RELEASE q15293 OS/06/20
S�a[eForm01191�R9/598) �Cons�mtlion�ype Occupanryclassfica[ion
Rapotl P/nletl ort Mny 6 ID20 V-6 54, REM
Scope o! release
inaianaoepanmemofHomeianasecurity �NDIANA 02 e�eC
UIVISIONOFFIREBBUIL�INGS�IFEN a STR
PLAN REVIEW OIVISION Type o! release
�@ W. WasM1ing�on SL, Noom E305 S�anda�d
Intlianapolis. IN 46304
Pmjeclname
To:OwnerlNCM1i�ec1/Engineer SOPPORTHOOSIERSAFETT pRJ822Prvo�EneryyESSSlo�e1393
Engineering Solutions LLC
MaVhew Boyce PE11900874 s�.ee�aaa�ess
3368 Carriage Crossing a�so eauer orw
SL Chatles MO 63301
ciry counry
ax8e�mail: OOOOOO�OOO,mattboyce39Qgmail.com INDINNAPOLIS MARION
�M1e M1re YrevenOon en0 tluJOmg tle�ery Gommissort I Ire pmletl is releesetl Nrcons�mtlion su�JeR Io. �utnotnecessanly Lmi�eOlo. �M1e mn010ow
116�B4 0¢IOw. I HI515 NOI A Hpll I]ING VFHMI I. All iBd�ll¢410431 pBlmAS dI1011GBn6¢6In0A �B Ob�91nB0 p�b�lO �Bglnpl�9 COn5IN4t10� WOlk- All
nslmclion work nmsl ba In NII mmpllxnce wi1M1 all applicable Slele Mes Any cM1enges in �M1e releazetl Dlans enNo� specificetions mus� be filetl wi1F
anGreleasetlbytnisOffsaoeloreanywoM1isaltereo.TM1is relessemaybesuspenGetlor�evokeCl�I�ISCeRrminetllobalssueGlnenoGlnvlola�ion
oi eny mies oi mc comm�ss�on or n��i ��s oasca o� ��noorred or insumo�en� ��nmrmenon. m�s reieese sneu expo-e ey umnaron, end oeoome nwi and
�ma, ir �ne wo� a�mon�aa ��s �m �mme�cea w��n�� o�e li) yee, r�m �na aeo�e ae�e.
coHoinoNs�.
No�e _(N1A & H1B��. In euoMance witM1 �M1e a!ltlevit swom untler penelties o� De�jury in tM1e epDlicetion b� consW[tion tlesign releex tM1e plens
anG sped�ma�lons �Iletl In cnn�unctlon wI�M1 �M1Is pro�aq sM1all comply wi�M1 all of �M1e appllcabla mles anC laws ot Flre Pravantlon anG Bulltlln9 Sa�ary
Commisslon. Provldnq felse Inlomietlon consllWles en eot of peQurg wM1loM1 Is e Cless O lelony punlsM1eble by e pfison term entl a fne up lo $iq040.
In eccortlence wI1M1 Sectlon 19 of Ne Gene�el Atlminls�2live Rules (6]S IAC 12819) e mmplele sel of Dlans entl speciflddlions Nal confo�m
e+amiy �o me aeslqn ma� was �aieasea eyme onme orma s�a�e owmmy commissione� snan ee mainrainea o� �ne co�srmmion loesue as wen as a
coDY ol iM1e tles18� release.
14B This project has been reviewed under the 20141ndiana Building Cotle.
9E690A Solar Photovoltaic Syslems shall be installed in accortlance with Artide 690, IEC (6751AC 17-1.6).
AREL Pursuant l0 675 IAC 12-6-21, [he issuance of a tlesign release tloes not relieve ihe owner (rom
required compliance with all applicable rules of the commission, even if noncomplian� condi�ions
appear in the plans antl specifica�ions that have been filetl with �he tlivision. The owner is
responsible for wrrecting any antl all areas of noncompliance even if Ihey are discovered
subsequent to the issuing of this tlesign release.
aieese oe eawsea me� s en eammisveom review or mis a000n is aesireq e wru�en peouon �or rewew must oe mea eune eoove edmess wnn me
Flre Preven�ion entl Bulltliqq Sefery Commisslon Itlentltying IM1e maller br wM1icM1 a review Is sougM1� no la�er �M1en eigM1�een (18) tlays lmm �M1e above-
sleletl tlete. unless I�e eigMeentM1 day falls on e Sa�urtley, e Sunday, a Idgal M1OIIUay under S�a�e s�a�u�e, or a tley In w�loh �he Depanmenl o� Flre
entlBuldngServiceslsclosetltluringnormalbusinessM1ours_In�M1eletlercese,IM1e(Jingtleatlllne llbetM1efiS�workingtleytM1erea�er_I�you
c�oose �o peti�ion, antl �M1e before�mentioneG procetlures are followeG, your pe�ilion for review will be granteG, antl an atlminisha�ive proceeding will
be contluctetl by an atlminislrative law jutlge of IM1e Fire Prevention antl Bulltling Safety Commisson. II a petllion lor review Is nol liletl, Nis Ortler will
be flnal, an0 you mus� wmply vA[M1 I�s reqWremen�s-
RELEA5E0 FOR CONSTRl1CTI0N
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
"y�aq��.i..�� o,v��'�M,T�
DATE: OE�ZZ�2O
Indene Stete Buldnq Commissloner
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RELEASEOFORCONSTRl1CTI0N �80�
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
'����V�ilomv��'�M��
�
DATE: O6�ZZI2O
Q. CELL 400 WATT PANELS
` Na �', c
11900874 ,jo
SrqrE oF , o-
�
CHIflFG FPTEL � T� �
��R�� JOSH HILI � I
NFME SITE PLAN
�nxs�x�z�rn�
f NAME ESS Slare 1393
arso eaue� o, w,
rnnorzess iNaszeo
SIZE (KW) 32 kW
r {� AZIMUTH: (270°)
� o �0 4
� �
� �
� zs�—z• o I
i 56,_3• I
5'-10' �
L--- ---- --- ------�
I
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L� 26,-6, �-1 � 13'-4' (g0) Q.CELL 400 WATT SOLAR MODULES
� u
ny 7
1 �
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� EI 1
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RELEASEO FOR CONSTRACTION
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
�
��nn�' lonv�A
DATE: O6�ZZ�2O
�.5lin
39,9mm'
� u,a
�� 1,3UU�nn�' '
TOTAL WEIGHT OF PV MODULES AND RACKING
HARDWARE LBS 4662
MINIMUM NUMBER OF ATTACHMENT POINTS 142
WEIGHT PER ATTACHMENT POINT (LBS) 32,g
MANUFACTURER'S MAXIMUM SPAqNG BETWEEN
ATTACHMENT POINTS ON A RAIL (FT) 6.5
PLANNE� SPACING (FT) g
TOTAL ARRAV SURFACE AREA (SQ FT) 1793
DISTRIBUTED WEIGHT OF PV MODULE ON ROOF
�ies/s4 Fr) z.so
ROOF & MOUNTING SYSTEM INFORMATION:
STANDING METAL ROOF, IRONRIDGE
SOLARMOUNT ENGINEERE� RACKING
SYSTEM WITH S-5 N MINI ATTACHMENTS
=�'� N0. ��,f
o,, 11900874 ; q
q �. STATE OP : p
gn[up �x�Ra� oa.E� � L �
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1-2663
nENrNnmE oErai�Euuvoui
DATE 03292020
oNu o
CT NAME �SS Slo�e 1393
S'!5� Baimr Dr W,
CTADDRC55 Intlianapolis, IN 46280
MSIZE(KW) 31kW
��
ENGINEEAEO 50LUilONS,�
�FSI6X - FX6INFFAIX6 - fOM50tilp6
Ms Conner Weters
Straighl Up Snlur
11696 Lilbum Park 12oad
SL Louis, MO 63146
RF: ESS 1793 —3750 Bauer Drivu W, indianapoli,e, iN 4fi2R0
Prnju�t # 20.243
Ms. Wntcrs:
April 13, 2020
Pursuant to your rcqucst, wc havc rcvicwcd yom� drawings and thc building lor the installation of
Ihe solar arrey at Ihe above-refeienced eddress.
I3ased on our review, we have determuied ihet ihe existing roof smmhu'e is capable of supporting
the additionat loading of the solar a¢ay. The condition and capebility oC the sreuctw�e is
sufficicnt for all loading emidi�ions in ecoordeuce with �he requirements of ASCP 7-7 0 and Ii�C
2015.
ln addition, the mtaL weight of the proposeA naays in thc proposcd localions docs not causc a
grcntcr Ih2n 10% incrc2sc in lamral scis�nic fomcs cxpeiienced by any of ihe Interal loed
resistiog elements tliat tl�is weight is n'ibulary to, in necroidance with Lhe 20I5 Internalional
Rnildino Code.
Plerse fecl frec to wntact mc if you have any wmments or questions.
RcspcctCully yom's,
. `� JOSfPy'�1i3�zazo
`Matthew7.Boyce.2'E ,'Z.E..' ' A"�.,
:���I,����srER�;o oma
Malthew.i. Royce, P� No. _
_ o, 11900874 ,o =
2 0'•, sinrE oF :¢� S
�m.
':,��;• �NOIANP.•`�a�,i
n. Qc,_.. . .NG a•
RELEA5E0 FOR CONSTRl1CTI0N
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
F
"��m���'��v,� i.�c
� ���x
3oi
DATE: OE�ZZ�ZO
�
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ENCINEEREO SOLIITIONS,�
o������ �������F����� ��x:��, ��
GdaJalion Shcet
Projecl A: 20243 Date: 4/13/20
RnjectName: ESS1393 Calc'I'ype: Gravity
Quilding lnfonnation
�uilding LengHi I70 Il
iduilding Width 50 ft
Building [Icight ]6 fl
N�ray L 56 it
Array W 33 fi
Array Unit Weight 2.6 psf
Numbcr of Yonels 80 ea
Code Infomiation
tii 0.087
Ss 0.16
Occupancy ❑
Sile Ctass D
ASCE 7-10
Ruilding Constmctio�'l�ypc: Masonry 6uilding/Metel Framed Aoof
Unil Weighl 50 psf
Inmexsed W ind LoaAs Due lo Ihe aAdition of Solar Nancls (AILBA AROV E PARAPGf)
6uilding Wnll Arcz 1750
SolarArea(s'urCuce) 56
Area Incrcasc n/s � 10% I'lus'h mounl
Giavity Ioads ere checked For lheindividuel load canying �nember - criticsl case. (see nttached)
RELEASEO FOR CONSTRIlCTION
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
'�vmP.�''i'�o�V��
DATE: OE�ZZ�ZO
n
�/,�
ENGINEEAE� SOLUTIONS,�
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Calmdution Sheet
y��o�E��a: zaza� �au: an3izo
ProjeclName [�]ti513')3 C21eType: Seismic
Seis�nic Weight
RoofDl, ]0 psf
Roof Weight 55.0 I<
Wall Weight 256.0 k
'fo�el Weigh� 31I.0 k
Sular Wcight 4.8 k
W= Solnt'/Tolal L54% _ 10'% oK
Horiiontal Seiamic I�orce
Fp—(0.4xepxSdsxWolx(1+2xz/h)
(Rp��p)
Sds — 2/3 Sms
Sms = Fa x Ss
E'a .—
Sms=
Sds =
�—
��—
ap
rlh=
�✓P—
rr =
ru=Txw��
,_
For one panel, Cp —
H of supports
Fp (per suppmt) _
137
02192
0.146133333
1.5
I
1
1
4805 Ibs
562 Ibs
izi
� ihs
a �a
z ms
Q33-L)
Q 1.43)
Q1.4-7)
(from Tzble I L4-1)
(Table 735-I)
Q3.1.3)
(1'able 135-I)
Diffcrcnec in height between mof & solar anay
The la[erul fmce ruisting elemenfs (ext. she2r wnlls) experience on inm'esse o1�
562 Ibs total ultimate load for die entiic ai'ray.
RELEA5E0 FOR CONSTRACTIDN �ns io�euy a��a ��e,��or� u,a„ xa�q�a�e.
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
'�vmP.�''i'�o�V��
DATE: OE�ZZ�ZO
rro�ecr: E.�s i593
.._._. _---.._..--- ---�-�
Sheet:
Date. �;/-/r�v.. By:
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RELEA5E0 FOR CONSTRACTIDN i
Subjecttocompliancewithallregulations — --
ofStateandLocalCodes ,
City of Carniel � _
"y �aq � �.i..�� o, v��'�M� �
301
DATE: OE�ZZ�ZO
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ENGINEEAEO SOWTIOHS, �
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Prqect: ,� i .y;
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Sheet:
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Date: 4/if/�„�= �_._._._BY— —�-
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RELEASEO FOR CONSTRl1CTI0N
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
'�vrc� � ^. �'� o�V���
DATE: OE�ZZ�2O
1301
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ansnoso
�oea res� aesw�s-aa�auei m soam - s-s!
`25eemn.., r:m.i c�mAmuy o�_Cnmaiy �so��
7UCIS S�IDW �:...,- I F"OUI G�06H'_ kESO;k.CFS Ph'O "CI � Wh
CALC'ul,q7�F - SL -�„ TC
Load Test Results (Parallel to Seam)
This page shows our current list of Load Test ResWts. You can filter test results by Panel
Manufacturer andlor PraducL Choose from the options below to display the desired load
test results.
Panel Manufacturer:
Select
Pmduct:
All Products
Units:
Imperial
Si-:nW R�S'�.JLfS
Safety Factor:
3
Showing Test Results for S-S-N (New)
SCREW
S-5! THIGKNE55 11LTIMATE FAILURE ALLOWABLE
CLAMP MANUFACTURER PROOUCT MATERIAL TENSION LOAO¶bs) MODE LOAOQbs) NOTES �
(incM1-Ibs) .
S-5-N ,,, �._,,,,, o....�_.. .....,, ,.., +�n 142fi 6If 4]6 8 .
RELEA5E0 FOR CONSTRACTION
94A 6 316 8 '�.
Subjecttocompliancewithallregulations � �� - � � --
ofStateandLocalCodes 944 e�F 315 8 �
CityofCarniel -��-��� - �� - ' - - '�
� noa a asx �e �
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`���cm�' lonv�A - . . . . _. . .�
, b3] &F 2]9 l �.
DATE: O6�ZZ�ZO . - - �
hnps.�lls-S,onmlresources/loaa-IeetreeulLs/perailaFto-seem%rdemp=a2asa ��3
snvzozo i oaa r r a�mu-cdreuei m seam-s3i
�. 3-SN Btltlgor S�eel Inc SL iR x 1" Neil 20 ga staal 1�5 11fi6 E/F 385 ��. B
�� (New) SVIp
5-5-N gridqer Steel Inc SL ifi x 1"Nail 24 9a 115 13E9 BIF 45] A
(New) Ship
5-5-N Cen[raI Texas Mehal pmSnap i W 24ga 94F1 R 31fi 8
(New) Roofln� Supply
S-5-N McElmy Metal Mcritlian 26 ga sleel 115 989 B/F 330 �
(New)
S� MCEImyMalal Mendian 24gas[eel �16 1�55 dIF 305 8
(New)
S-5-N New TecM1 Macl�inery FF 100 24 ga stecl 115 1122 � 3]4 �
(Now)
SS-N SheatMetelSupply NSi 24qa 1�5 1330 B 444 8
(New) I.ID
S-5-N yyeslman Sleel Snap-Lok 26 ga s�eel 115 1028 F 343 4
(NewJ
Notes
9. CAUTION: Note screw tension to avold damago �n �hlv pmfile.
2. CAt1TION' These. are cap-seam rype pmfiles Thc cap of Ihis pro�ile should be
mechanically faslened �n �he seam somewhere along its Icngih with one lap lek.
3. SINGLE FOL�' These pmlilee are seamed to 80 degaes.
4. ATTGNTION: The �imensioning on ihese seams is such ihal tM1e damp will no� slip over
�he seam. Some hanJ cdmping el tM1c alemp location wlll resoNe �his pmblem.
5. ATTENTION: Two piece clamp utilizes �wo Mfl bolis 8 GX50, nol setscrews.
6. ATTENTION: Two piece damp u�illzes ane M8 bolt & GXMGO, not se�screws.
]. SETSCREW TENSION- Please note ihe se�screw tenslon. Panel hae been �ested witM1
inr.reasetl setscrew tension.
N. N'TENTION: Load values averageel and repotletl basetl on 4 or more les�s repetitions
peAormetl.
9. ATTFNTION: Tes! protocol prefonnetl ufilizinq mncealed slending xzam clip.
10. ATTENTION: Clamp utilizes opposing setscrews.
1'I. ATTCNTION: Two pieae clamp utlllzes one MO bolt 8 GXM10, nol selearews_
12. ATTENTION: Two piece clamp utilizes two M8 bol�s & 6X10, no� setscrews.
This table reprneen�s tenslle loads applled lo the clemp in a dlrection parallel [o ihe panel seam. Panels musi
,__ _'__. '_.. �_ � � ._ .._ _,..._.. __ .,..._..__.,,, _. ....:...........��. �...... i,.,...;. Allowable Ineds ere lisletl
RELEASEOFORCONSTRACTIDN s'h"'ryoihedes1a^efa°°
ab����e.
Subjecttocompliancewithallregulations ,mpsisronauc�eawim
of State and Local Codes inns (za qaupe steel and all
City of Carniel ioned and verifed using a
� sleel and between 130 and
�rLLl
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� apotlRequestPonn:
DATE: O6�ZZ�ZO
M1IIps9ls-5.com/resoumoslloebtas[ sul[s/paallel-lo-eeeml?clamp-92894
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� classes.antlanelOcientyraleoluplo203%_
.1 INNOVNTNEALLWEFTHEFTECHNOLOGY
�) Op�Imolylel0.,wM1e�ever�M1ewea�M1erwi�M1mcellen�
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ENOUFING NIGH PEFFOFMANCE
�� Long-termyieldsewntywiNMtILI�TecM1nology,MtlPID
v Tzc�nol
og�. Hot-Spot Pro2ctentl Treceeble �uellty Tre �"'^.
EXTREME WENTHER RNTING
� H�en+��nawm����mauoyr�amzoa�miedro�
nlgn snovu (5400 Pe) end wlnd loeds (2400Pa).
A RELIABLE INVESTMENT
� Iln �el2ryee�pmtluctwe�2ntyend25-yee�
.,erpatlortnencewar2nty-.
� STATEOFTHEARTMODULETECHNOLOGY
� �ANTUMDUOcambinescutlingedgeaellseperetlon
ontl innove�rve widng wl[M1 �ANTUM TecM1nology
RELEASED FOR CONSTRl1CTI0N
Su6ject to compliance with all regulations
of State and Local Codes
City of Carniel
'y�,:n�v"?\oxv��'v.d. �
DATE: OF)�ZZ�ZO
Q CELLS
MECHANICAL SPECIFICFTION
20Lhnmx1000nr�9Smm0�� �9Meme]
13Sy
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ELECTRICALCHAR4ICTERISTICS
POWEPCLP55 385 390 395 <00 105
iESTCONOIilONS,S._
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irr I�I 3sia 35.oL i5o2 3:.a3 a550
�CELL6GEFWPMANOEWRPRANiV a�*C �9 �. a_a4nNLe � pERFOPMFNCEAiLOW PRAOIANCF ��
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PROPERTIE$ FOR $VSTEM DESIGN
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RELEA5E0 FOR CONSTRl1CTI0N
Suhject�o compliance with allregula�ions
of State and Lacal Codes
City of Carmel
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Suhjectto rompliance with allregulations
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City o� Caimel
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IRONRIDGE
Flush Mount System
ImnRidge builds �he strongest mounting system tor pitched roots in solac Our components have been �es�ed ta
the limit and proven in extreme environments, including Florida's high-velociry hurricane zones.
Our rigorous approach has led to unique simcNral features, such as curved rails and reinforced flashings, and
is also why our products are fully ceniiied, code compliant and backed by a 25-year warranry.
Strength Tested
All componenis evaluated tor superior
shucturalpedormance.
Class A Fire Rating
RELEA5E0 FOR CONSTRl1CTI0N
Subject to compliance with all regulations
of State and Local Codes
City of Carniel
, . , ,�.r,rhr.J,T�
DATE: OE�Z2I2O
PE Certified
Prestamped engineering letters
available in most states.
Design Assistant
Online soRware makes it simple ro
create, share, and price prolects.
25-YearWarranty
Products guaranteed to be free
of impairing detecis.
XR10 Rail
�
�7
A low-profile mounting rail
for regions with light snaw.
• 6'spanning capabili�y
• Moderate load capability
� Clearandblackfinish
XR100 Rail
��
The ultimate residential
solarmounting rail.
� e'spanningcapabiliry
• Heavy loatl capabiliry
• Qear antl black finish
%R1000 Rail
�
�
� �
A heavyweight mounting
rail for commercial projecis.
� 12'spanningcapabiliry
• Exireme load capability
• qear anotlizetl finish
UFOs Stopper5leeves
� �� � �
s
� �
Universal Fas�ening Objec�s Snap on�o ihe UFO to tum
bontl motlules to rails. into a bontletl entl clamp.
� Fully assembled 8lubed � Bonds modules to rails
� Single, universal size • Sized to match modules
• Clear antl black finish • Clear and black finish
FlashFoot2
�,
Flash antl moun� %R Rails
with superiorwaterproofin9.
• Twisbon Cap eases install
• Wind-0riven rain �es�ed
• Mill and black finish
CAMO
�
Bond modules �o rails while
staying completely hidtlen.
� Universal end-cam clamp
� Tool-less installation
• Fully assembled
Bontletl Splices
.. _'_�i���
Allrails use internalsplices
for seamless connections.
• Selbdrilling screws
• Varying versions for rails
• Forms secure bontling
Bontling Hardware
� �
� yL .��
Bond and attach XR Rails
to roof attachmenis.
� T 8 Square Bolt options
� Nut uses 7/16" socket
• Assembled and lubricated
Conduit Mount Knockout Tile All Tile Hook
Q /$�. - :
�.
Flash and mount conduit, Replace tiles and ensure Moun� on tile roo�s with a
simt, or junction boxes. superior waterpmofing. simple, adjustable hook.
• Twist-on Cap eases install � Flat, S, & W tile profiles • Works on flat, S, & W tiles
• Wind-driven rain tested • Form-fi� compression seal • Single-socket ins�allation
• Secures %" or 1" conduit • Single-lag universal base • Optional deck Flashing
RELEA5E0 FOR CONSTRl1CTI0N
$ubjecttocompliancewithallregulations EntloreetlbyFLeuildingCommission
of $tate and Local Codes � Flush Mount is ihe first mounting system
City of Carniel . - to receive Fbritla Protluct approval for
�� " - 2017 Florida Buildin9 Code compliance.
�:�ck�nl�-�
DATE: OE�Z2I2O
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