HomeMy WebLinkAboutALL DOCS - 12-00270 & 12-00280 - South Exit Travel Center & Site Plan"c
REKTJURG
-\ t I i t: ti t,i5 l:b t t i i| Caitii 1 i I 1 il | | )
Certificate of Occupancy
City of Rexburg
Department of Community Development
35 N. lst E. / Rexburg, lD. 83440
lFax 359-3022
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Gonstruction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00280
International Building Code 2009
944 University Blvd
Rexbu'g South Exit Travel Center
Type V, non-rated
213
Yes
Hb Boys Lc
2280 S Main Street
Salt Lake City, UT 84115
Pkl Services LlcContractor:
Special Gonditions:
Occupancy:Assembly -Food and/or drink consumption
This Certificate, issued pursuant to the requirements of Secfion 109 of the International Buitding
Code, certifies that, at the time of issuance, this building or that portion of the buitding that was
inspected on the date listed was found to be in compliance with the requirements of the code forthe group and division of occupancy and the use for which the proposed occupancy was
classified.
Date C.O. lssued:
C.O lssued by:
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,modifications or additions be made to the building or any portion thereof until the Building Official has reviewed andapproved said future changes.
Plumbing
Electrical Inspector:
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euildin g SofetY Dengrt1ent
CitY of Rexburg REXBURG
CITY OF
c\, '
Ameica\ I:amilY Commutiry
www.rexburg.org
Phone: 208.372.2326
Fox:208.359.3022
ffitro**ltonday-FridayS:00am-4:00pm
Seismic Design Category --D
i"J"* *tr ei'lo"tiol "ottfitt"
category C)
Et"""a Snow - 50lbs' Per sq' ft'
Roof Snow Load - 35lbs' Per sq' ft'
Wind Load - 90 MPH
Ftost DePth - 36'
The forowingiterns shoard. be cornpreted b!{?rerou sabrnitlour buitdingperrzit appkcation' ,NC'MPr'ETE
iiiicafioNs w'Ir-I'Nor BE AccEwED'
CoapletioaofaBuildingP"*t:!!.r!Ftioa:Youmayprintthisapplicationftomourwebsite
www.rexbutg.org or pick 'ip u topy "t tf" city A""e* Boiliing (address above)'
Comaercial Petmitsz(the foliowi"g -:1t be submitted with the Application)
E 4 sets of site plans and 3 *:' :3*""ttliTi::1ti*ii;tlffi
fl Qito nlans anCI buuolttg ura"o "' ^ "^ ^-
Effi lr;:;ril?]q'iqi':::":TrriancecheckmustbecompletedandsubmittedU -PnerBY uvuryu4rr!
;
"d;ffH:ffi:i*f;*l':i o'l'fheexemp'lionrorm
-
J;;."-pr.,!a and signed' see Page,to', -r ^:*-r r-,rrrrnrrr plumber.
" f#i'" ;"#Tffi#"ffii l" .#pr.*d and sj#
f,l Page 6 of the "pprt""t"
-ottU':::li:::i:l^ffi
3 fi:: ; ;;il: tffu."o"" must be .o-pr.t"d and sisned bv vour Electrician'
EE1ectricalpanel1ayoutandcalculat.ifiJ:ffi.pbns.P1answillbe:s:T:f ff l,'::1l:ffifi".i"il;iiF1:".:ffi :::*:lyJffiff
E Emergency Services Consffucttoll rermlf,-tur 'rL rer"'-- --r
contrlctor Performing the yort' -^-r- r^-,nrrt T.he liohtins standards are included in this packet'
E Exterior ughting Plan includi"s PhoTT':1! ?f::'- T:*:5-
standards are in
E ;il:fi;ti. ,#;;;;" be"signed by the bu'der, see Page 4.
Elecrical Penitare now issued through the City of Rexburg'See Page 6 of the aPPlication'
Remodcls:If you are considering a remodel, a e4y of the bid or estimate for the remodel rnust be submitted
with the Permit APPlication'' -
c J set of plani (may need IECC Revieo
' Additions - Same as new construcuon
CITY OT
REXBURG'" "^**-.-- c|o' --.
America\ F amily Co m munitY
COMMERCIAL & MULTI FAIVIILY BUILDING PERMIT AI'PLICATION
35 N 1" E,, REXBURG,ID 83440
208-372-2326
PARCEL NUMBER: ( we will Pfovide this for you)
SUBDIVISION:UNIT# BLOCK# LOT#
Addressing is based on the information - must be accurate
Please Complete the Entire Application!
If the question does not apply fill in NA for non applicable
CONTACT PHONE #
PHONE #: Home (
OVA]ER MAILING
)- w*k?\
arv, ftc*t t-aLt({r\rp.,-l!T-ztp,&q t lf
FjMArr cTarLa\t&fioFs ,6n&.6r i + g-l-wpt'l
APPLIC'4IIT: (If other than owner)
(Apptt."", tf ",h.. ti,"r o*.r.., a statement authorizing applicant to act as agent fot ownef must accompany this application.)
APPLICANT INFORMATION: ADDRESS CITY
STATE; ZIP- EMAIL FAX
PHONE #: Home ( )Work ( )Cell (
o REGrsrRATroN # & ExP. D^rE Rl E -/GsoL E/t h/fia
How many buildings are located on this Property?
Did you recently purchase this propety? S) Yes (If yes, list previous owner's name)
Is this " lot.plitdfrS) YES @lease bring copy of new legal description of property)^ \__/
PROPOSED USE:
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garzge,Commercial, Addition, Etc.) - CIRCLE ONE
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: underpmaltyorperiury,Iherebycertiftthatl
have read this application and state that the information herein is cotrect md I sweat that any infomation which may hereaftet be givcn by me in herings- !efo1 the
planning md Zo;ng co-mission or the city Comcil for the city of Rexburg shall be mrthiul md conect. I agree to comply with all City regulations md State laws relating
to th. ,ib;..t -"tter-of this application md here\ authorized reptesentatives of the City to-e-n1et upon the abovetentioned propery for inspections- purposes' NOTE:
The building official -"y ,.rok" " p.-it on approvel issued under the provisions of thi 2003 Intemational Code in cases of my false statement or misrepresentation of frt
intheappliitionororth.pl"rrorwhichthe pemitotapprovd-asbased. PermitvoidifnotstartedwithinlS0days. Pemitvoidifworkstopsforl80days'
Signature of Ownet/APPlicant
Do you prefer to be contacted by fax, email o1p!on5-? _Qt_*^9_*WETiNTTIC - NUTT.OTNC FERMT-I MUST BE POSTED ON CONSTRUCTION SITET
_/ -/
DATE
plm fees are non-refundable md re paid in firll at the time of application be giIfraglt,{/rtEJ, tfrs.
City of Rexbug's Acceptmce of the Plm review fee doee not constitule pld ePPtoval
+rBuilding pemii Fees re due at time of application*t **Building Pemite ate void il you check does not clear*r
Building Sofety Depqrtmenl
Affidavit of Legal Interest
State ofldaho
County of Madison
I,
Name Addtess
City State
Being fitst duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
Name Address
to submit the accompanying application pertaining to that properry.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of the application.
Dated this day of
Signature
Subscribed and sworn to before me the dav and vear first above written.
Noary Public of Idaho
Residing at:
20
Phone:208.372.2326
Fox: 208.359.3022
My commission expires:
Building Sofety Depqrfmenl
Phone:208.372.2326
Fox: 208.359.3022
Property lines
Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines
are shown accurately. It is the Developer's responsibility to correctly identi$r on the site plan the location of these
lines in reference to the public right-of-way, other adjoining property lines, the street, other structures and all utility
Iines. The Developer should find property pins rhat are still available at the lot in question. If these pins do not
exist or have become unrecognizable then a new survey should be peformed.
Accurate Property line information is a must for a timely review. In addition to finding existing property pins, legal
descriptions should be checked. The best way to identify property line location is with a land survey. The City of
Rexburg has aenal photos and a parcel line layer that can be checked, but they are only a tool and are not
guaranteed fot accuracy. If you want to request a copy of your lot, see the front counter at the Community
Development Department.
I have read and understand the above requirements.
Signature Date
Printed Name
Business Applicotion CTTY OF
35 Norlh lst Eost
Rexburg lD 83440
REXBURG
C\rr.._. .
Americai Family Community
l/^t
C'c,rv,r."rlolz gtoaz i fu"[ Sl-a-he'rt
What tlpe of business will be performed (j"irrV 9t,'zttt
Will the business have food preparations?
Will there be any cooking of foods?
Will there be any deep fat ftring?
Will you have food disposal on site?
will there be any maintenance or mechanical work in the building?
Will there be sumps or floor drains in the facility?
Will the business require more parking?
Will the business have any chemicals on site?
Is this business occupying an existing building?
Will the business be doing any structural/or remodeling changes to the building?
Any changes to the electrical?
Any changes to the plumbing?
Is this business planned to be the same with different ownership?
Will there be a change of occupancy?
Yes
Please take the time to answer all questians so that we can further assist you and your faciliE Thank you
Can Na sh
v"sfl No
v"r--,f, No
ves--,L No
v"s--rf, No
Yes_ No X
yes r( No
vesdNo
NoX
N" j_
vesE NoX
ves-{ No
v"r-(No
ves.K No
Yes
v"s X No
that I have provided above is to the best ofmy knowredge accurate and true.
Submit by E-rrail Building Sofety Depqrlmenl
35 N. 1s E., Rexburg, Id 83440 City of Rexburg
OWNE,R,S NAME HB BOYS
PROPE,RTY ADD Permit#SUBDIVISION
PI{ASE,LOT=- BLOCK
CITY OT
REIgTJRG
Ame r icai lamily Co ntmu nity
Required!ll Mecbanical
Mechanical Conftactor,s 1q6rr. K-M REFRIGERATION gusiness Name
Address 510 N. BROADWAY ST
Cell Phone
ciy lLaC{fQOL _st"t. lD zip 832H/
Business phone (208) 285-1067
p" 782-0087 Email
(C.MMER.IAL/INDUSTRIAL) Total:::t 9fpl"p!i"g system (contractedAmount) $_(nckdu tbe cot of mateiah mt?/b( re.sarlhr o1ilt, porE supp!,;ng;t rlrrlru list;inder thh ii.tpection jpe shall appl1 to an1 and a// muhanicalin$a//1!ns ny tperifm//l nentioned eliewhere oi thirfonzl.
E un to $10,0!0^^- x0.02)+ 60 = $tr Between $10'001- $100'000 aa@ x 0.01) + g260 = gtr over 9100,001 i rtou.oJ oFJ.,.r.,_loo.ooo) x 0.005) + g1,160 = gRESIDENTIAL
Neu: single Family Dzoelling, including alt baitdings zoith wiing being constructed on eacb property. (tBased on lioing space,see definition below)
tr up to t,5oo sq ft - g130 tr 1,501 to 2,500 sq ft _ g195tr 2,501. to 3,500 sq ft - g260 tr 3,501 to 4,500 sq ft _ $:ZStr over 4,500 sq ft 9325 plus g65 for each additional1,000 sq fir;;;;#;i
New: Muhi-Family Dtaetting (contractors *ff;.
($65 x # of additional 1,b00 sq' ft' or portion thereog).
tr Duplex Apartment g260
_,8 T5::,:'^y:3un-r3$l units: g130 per building plus g65 per unit:tr-RTiit'lF1::*:::ly"a:*,t;"""il$i.;:ffii,ff ,iil:"J"ffi**HVAC equipment being installel3 ::.r* yn_ "i;;;;;;;;;G;ilr;;: rffd;
5 fee plus 910 pet
MISCELLANEOUS
tr PlanCheckg65perhow
($65 + ($10 x # of fixtures)
tr Technical Service: g65 per hour
tr Gas Line: g65
El Vatet Heater Replacemenr $65
tr Requested Inspection: g65
n Fireplace/Solid Fuel Burning Appliance: g65 per inspection
*Living Space - space within a dwelling unit intended for human habitation which may.reasonably be udlized for sleeping, eating, cooking,bathing washing, recreation, and saniti'tion pu{poses. An unfinished basement is considered part of the rung space.+xExamples of HVAC Eq'iFment_fu.rr".. r.pl'""._ent, solar, water heater. etc.
Kaleen M i kesell *,r*:66:qurr*e*,_. "".*",..ffiTf.Y"s::#"*HVC-C-1090
ofLicensed Contractor Lrcense number & Exp. date
Aug 17,2O12
Date
Br$ring s
l: N t.,l')., ttcxburg,Id 83440Phone - (208)359_3020 / I Iotline- (2{18)372-?344 / Iinx * i20S)3S9_3t}22
OWNBR'S NAMN
FROPI.:R]Y ADDRHSSsLJBDrvrsroN _*t> Yqq | ' ' vors4u 6/n( - petmt* lZ &260
("ity (.r$
:ISXHURS
L1*'
,!ttl{ a:arli jltt!l}, {" H,itftlrijt1,
PHASh:
Keqwired!!! ELECflRICdd::-"
Illccrical Contractor's Name 3
"*
j *t L ", R,,"i---.- n,^- e- . ^ '' / '
r\ddress g?t- ,/ln,/. ?a<.. ;7-V--f-Duslncss*1"t WllL4haat.'r *">..E?l.l Sts, Wcerphonc e"r_t-zsor-- ffiriffi':Yzrp t{.1-z/
tiax rlk{..-E y{ ( ,,.^l u,
trf#Y,YfrX!:#.#T#It.':::i,::X.:,t,,*:y,,"t srfrlm (c*n,rac,ed Amoun,) s /se pz,
ff Up tc $10,000
_E Between $10,001- $100,000
Ll Uver 9100,001
{tordsqru}fuy$qn x o.o2) + 60 _* S( (total cosr o[ svstcm _ I O OOo\ _ rr nrS{alsq$r&{-s$$rsp=- r0.0oo; x o.oil + $260 = $Small works (Contractors oNr-\): gtbffilf?:)jjt,160 * $
scrvice connecricns. ,r"", *o:i;#_;:;_":*:::-
nor excccding $200 in cr:sr an<i nor inrnoning a change irt
IID{!}hnrrm- " -RESIDENTIAL
Neut: single Familv Dwelling' inclnding all bnildings with wiring being construded on each prapmy. (aBased tn riwing space,
see definition below)
E Up to r,ioo sq ft _ St30
H 2,501 to 3,500 sq rr - $260 il I,i91 ," 2.500 sq ft - $iesFi -'Jv{ ru J,Jvrf s(j fr _ }lou H :':._'. ." -iJvv sq rr - }Iyf
^,-. " . iff 1,;:T :l,il:li:; f;::-l;!',rnr cnch acrcridonar 1,000 sq ',y.,.'J:ffJ;,lill, d;J1'1,u, x # or,dditi<,na!*'*, g.o,{:: :,, a* riiffi ffi,, o *, )
E Dupler,\par*;Ji26o'-$'v" vr"!/
tr'il;qfi?ff #ti:ffiitJ,:T^11,.1'#,l:l j:t$:1,:,l,ffi H'.ffibranch circuit. rrn r^ rhA .*^.-.r.----- ? .branch circuir, up to rhe*""i*'* 'rffiG;iff;:fff;r;;:i-t-Ll centrat Heatins/cootn! sv;;; ias wrr"r-niiilir;:;i'rn*ru r"sidcntiilr rii,,\c permit *,jth no uffionalWirinen c---*'- .*.
".-fi-,:iidm:g;i ix;I"j:i;fiPocrs: $65 fec for each trip t* inspect
$65 up ta 25I{p " n$g5 _ Ze io200l_IP n$130 over 200 I lp
- m Requested Inepectinnr $65*Uving Spacc * $pace U*1" - dwclliro ,,*la -{wclling unir intended for humnn habiratjr:n wh:*"4 *o"it"ti"n pG;; .\n unfinisrred b,***-"tiii'..ff1J::::T'.1'Hl1i-:1 to'sleeping, earing, cooking,
o^*"r'ry:0*^"ff"#:';:;::;1il::J::[i:H,ff]'n':Hl;1'flHil::::T]L?:;:H"#s,c,purg,ead
A- zl/rh
MISCELI.ANEOUS
-, iffi:ilff-:xtrfu.#:;:?i-";-1H::::i::il::[il:Ll*" pcriod rio,,o excced 1 vear)-g65g lrdgation Machine: 565 for ccnrcq Td;;t;ervice; $65 per ho,r.
't ptt'ot plus $10 per towcr of tfuive motor
il PIan Check $65 pcr hc.x
Contractor License number &
Building Sofety Depqrlmenl
City of Rexburg
Phone: 208.372.234t
Fqx: 208.359.3022
CITY OF
35N l.rE
Rexburg, tD 83440 www.rexburg.org
APPLICANT EMAIL ADDRESS ti,qffi -
REXBURG
c\r '.-''.-.-.---'
Am eri m\ Family Co mm unity
PROPERTY ADDRESS e4+ Uniu"rrityffi
APPLICANT CoNTACT PHoNEffi
AT)T)TTAA\T-TT'^?Y - -
Permit#
BUSINESS NAME HB Boys - Burger King #8933
.aa'r, . t r -.(specialty) Limited Energy alrrt iril prrmit
Specialty Contractor's Name usiness Name
Address 240 South Holmes ldaho FallsCityf oano tralls Sr^,. ldaho 7i^g3401",../ '- Dtate rvqr rv 7.incell Phone Business phone (20s) sz4-42u
-=^r
(208) 524-0162pu* \zvo) cz+_u-loz E_u;1kim@peakalarm.com
Electrical Estimate (costof wiring & labot) $az!0.q9_ (COMMERCIAL)
TWES OF INSTALLATION
m Fire alarm systems. (city fte code ordina nce g33requires NICET level 1 certification
annnn
tl
for ced$ring flr:e alarmsystems.)
Security alarm systems.
Class 2 and class 3 signaling circuits.
Key card operators.
Nurse call systems.
Motor and electricil apparaus controls.
Other limited energy applications covered by the NEC. Speci$, type
Includes a maximum of j intputiou. Additional inqutiorc fiarged al requuted inspection rate oJ-,fi4l per hour
Signature of Licensed Contractor
ELE-SC-4144 September 12,2012
License number Date
The Ciu oJRexbzrgj pen'nilrte schedule * rhe same as required by tr:e state of Idaho
Building Sofely Deportme
35 N. 1s E., Rexburg, rd13440 City of Rexburg
Phone - Q08)359-3020 / Hotline - eo8)372-2344 / Fax - e08)35g-3022
REXBURG
A meicai Family (h mmuni tv
Street Address Where Work Will Be Done: 944 University Btvd
Business Name Where S/ork Will Be Done: Burger King #8933
Dates for Work to Be Done: September 13,2012 To:
Contact Person: Kim St John
Phone Number: Q08) 5244282 Cell #:
Requircdlll FIRE.,4L'4RM
Fire Alarm Contractor's Name
Business Name Peak Alarm Company, Inc
Address 240 South Hotmes City ldaho Falls S tate_!99!9__ Zip $aol
Cell Phone Business Phone e}q 524-4282
Fax (208) 524-0162
(COMMERCIAL/INDUSTRIAL) Total cost of fire alarm system (Contracted Amount)
$ 5,875.00
(I1cludes tbe cost of nateials tnstalled regardless of tltepa@ suppbinsit Thefees listed under this inspection Apesball appfi to an1 and allfre alann installations not $ecifcatljt-mentioned elsiwbere on tbisforrn).
tr
tr
!
Up to $10,000 (total cost of system x 0.02) + 60 = $ 1?Zjr
Between $10,001 - $100,000 ((totat cost of sj,siem - 10.000) x 0.01) i $ZOO = $Over $100,001 ((total cost of system - 100.000) x 0.005) + g1,160 = g
MISCELI.ANEOUS
D Plan Review per Hour: $65 per hour
n Re- Inspection: $65 per trip
12 00080 12t31t2012 September 12,2012
of Licensed Contractor License number &date Date
t8s5'Jl>
;i,tir./j1ii i^a {|lrr,.!!. {1,,a
* W"# j r': r n., r'il i,",'{"1
:;9, 35t 30?0
.lf{ J1? 302.t
PERilITT *PPROVENI YES/ NO $566-FFJA PAIN YE$/NO
APPROVI]L} BY:
E rne- Pgsrscrr
td
Otlice llhone Nurntrer: (-I.lh ) i?;$:S3lITContracror Performjng the Work:
-i-p
yrrc
Contnct Person: Ff_.r-* _{ e,11113qp..
I nt
Streer Address Wheru Work WiU B. Dorr*,Buriinesu Narne Vhere Work Will Be l)one :Drtes Far Vqrk "l'u Bs [)one : g-
Cqrntirct P*ruorr:
Plrr;rrc Nurnber:Cell # (_)
PLEASN CHECK"THE :I'l?E OF PERMI'{'(I') YOL] ARE APPI.YING FOR:
coMpRlissnr) fiAS"US
I"IRE AI.ATIM AND DEI'ECTION SYS'TEMS AND REIATED EQUIPMENTrIRS PUMFS AhIN REIA?AD EQUIPMNNT
Ft.A MMAITI ^E AND COMIII Bt ISTI tlLE r,I Q I r r l)s} IAZA RDOI JS MAI'ERIALS
INDT"IS'I'RIAL OIryNS
L}'-tiAS
I}RIVATI{ FI RH HYDRANTS
SPfuIYTNG OR DIPPING
STANIIPIFE Sy$Ttiil,rs
TIJMI}ORARY MEMSRANE S'TRU(:I'I,. RB$, .TEN1'S, AND CANOPIES
8'?t'1>
Ilatc
0fficu Adtiresx: 1
Srrm
Cell Phone # {__)___
1*.{ U ni_llc.15i\ A\vd
K n u'roMarlc rr R.R-ExlrINc {.i rsH rNc $y$'r'}rs
idant'u Signature
Buifding $sfety Deportment
City of Rrxburg
,,1,4 t--!j "
iil; .i.};drl
APPI.l CA't'l ON:,iCOhlS'r.R U (} f , ION pnR tvf [T,,
CO NSTRU CTt ON* pERMIT #:
Businqs* N*me: J-O
I r I I t t r | | l l a rr'fr r r r r a t rr I r r a,l I r a | | r r r"taletrrta.altrrarttrlrt:lrlfltattattattltrtlttrttrttltta
Bui Sofety Deporlme OF
35N I"'E
Rexbutg, lD 83440 www.rexourg,or9)
City of Rexburg
Phone: 208.372,2326
Fox: 208.359.3022
REXBURG
Ameriu! Family CommunitY
Remode/zng Yozr^Bztzfung/flone (needtotal constructions estimate, excluding fire,
electrical, plumbing, and lv{echanical valuations) $
ReszVentta/
S1RFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
Fint Floor Area Unfinished Basement area
Finished basement area
Third floor/loftarea Garage area
Shed or Barn C-arpord Deck (30" above grade)Area
Commercz'a/
A
C-onstructionTpe: (-b occupancyTwe'kL
SURFACE SQUARE FOOTAGE: (Shall include the exteriorwall measurements of the building)
NewC-onstruction tor.ft. 7q 88
C-ommercial Remodel sq. ft.
C-ommercial Addition sq. ft.
Utility, Misc. Private Garage sq. ft.
Storage sq. ft.
Iftt/tz: -Fan z//,fng h,ftu de n t Eo us ng
sq. ft. per unit
lvlanager Unit sq. ft.
I
PEtKAFTm
,, Central Station Signaling Systems Since 1969
Boise, ldaho (208) 32&11 99
ldaho Fal ls, ldaho (2O8, 524-4282
, Salt Lake City, Utah (801) 486-7231
Control panel
lamps/LEDs
Primary Power
Fuses
Ground Fault Indication
Disconnect Switches
Trouble Signals
SECONDARY POWER
$pe:
Battery condition
load Voltage- Before:-
REMOTEANI{TJNCIATORS
o
TESTS AND
AccorJNr rrnJMBER: 8o l - t zq =
APPROVING AGENCY
Contact:
Telephone:
TYPE TRANSMISSION:{ oro*r tr NoNE
Other:
PANEL MAKE/II4QPEL:
CKTSTYLES: ll
AIARM INITIATING DEVICES AND CKT INFO
iL
cktst),le
7
z-
l
ALARM NOTIFICATION DEVICES & CKT INFO
Qty of Ckt Style
-E Bells
HorniStrobes
Strobes
Other:
SIGNALING LIM,CKTS
Qty of, 0+
SYSTEMPOWER STJPPLIES
P"l-rr],t n l"g;- 1A--- nrrrps:,?
Overcurrent protection Tyw @-EK!L
AC disconnect location:
SYSTEM
Tlpe:
NOTIFICATION
$pe:
Audible
Visual
INSPECTIONS
FunctionalE-YAfter:
Visual Functional
{F
trn
Functional
W
d
Visual Functional
{{
E 4.
.V ,{atrd{trtr.{ v
oy
APPLIANCES
Vlsnal
{
{SERVICE: 6,c.nnual tr
PRIOR TO AI\YTESTING
Noffications arp made:
Monitoring Entity
Building Occupants
I-ocal Dispatcher
Other:
Manual pull station
PE Srnoke
Duct detectors
Heat detectors
Waterflow switches
Style:
t*""9o' yf Tff-Acid battery
calculated backup: lZ'{ ""r*
oNIoFFPREMISEMOMTORING
NO
Alarm/Restoral Signal E tr
Trouble/Restoral Signal g- tr
Supervisory/Restoral Signal W O
TESTING COMPLETE
Notifications are rnade; Yes No
Monitoring Entity -W O
Building Occupants ,B n
Local Dispatcher .V O
Other:- tr O _- .-.
The following did not operate properly: el/@1
Date:
'KJW7'/o
Owner Rep Name:Yes
r{
{
d
tr
Noa
trtrtr
Owner Contact:
No.-or cxrs,---1t)-
This testing was performed in accordance with
PAC 142
Signahrre:
T.(IIG ALAI{'\T S}/STE[{ RNCOTIS OF
J.
T4A\TIJAT i
)ilr'eS:
lCcaed
I Add'essable
AU'IOI4ATIC
C.overage Complete.-Partial-
(a) Snroke DetBctors: Pboto / Addressable-
(b) Ducl Delecnrs:Photo '7 Addressabk:'
@ H eat D electnrs: FI-RI1.-FT/RR-
Servjce Org.: Peak Alarnr Conrpan),
Location of Dr,,'gs: Pe.a\ A,l.arnt Office
Location of ouners narrual: On-site
Location of Tesl Repofls:On-sire
Contracl for Tests una ntffi
1. Tt'De of St'stcm or Service
NFPA7},Clnpar6-Local
-'v' NFP A TL,Chaptnr 8 - Remore Sration
Te)ephone No. of orgaliza,ion receivilig
Aiarnis/S up ervisory/Troub I es :
Peak Aiarni Comfaril, -l (S00) 444-7231
IIFP A 7 2, Chapter 8 - Centr-al Station
Prime Contractor:_
Cenb-al Station Location:
This s5,stem bas been insralled IAW NFPA s1;qndards as
,-:- NFPA 70, Nationai Eleckic Code, Articie 760
3. Record of Svstem Operation
(d) Sprinlder Waterfi ou' indicalors:
NoncodedJt -Adriressab3e-
(e) The alam verificalion feature is disabled-li- or
Addressabie
Means of transmissior of signais from protected premise
to cenn-al staion: K DACT ]'{one
2. Record of St's{em fnsbllation
enabld-ciranged toni
(b)Other:
T.Annuciators
i'ircruerlZ-t
l,ocaiioa(
8. Alarm Notificafion Applianees and Circuits
Quantiry ald class of notificalion appiiance circuits
conaected to system (see NFPA72,Table6-!)
QTY: / I sb'1e--l-class--]E-
Tlpes and guantify ofnotification appliaaces install€d:
(a) Bells Wirtr'isible
(b) Speaken-Pifr visibie---="-
(c) Homq isib;q- ----T---Wi&visibl
(d) Chimes Wi&visible-
(e) O&er- -Wihvistule-
(O Visible appiianor-*t-*i&o-ut *A birl: D
9- SYstem Power Supplies
(a) Fire Alarm Cont'olPEnel _ -^
Nominai Voitage: /1 c-l Current rtfiEg-ru--
Overcurrent Protection: Type: Circuit Breaker Tiip
Locatiou:
(b) Secondarl'(sundby) Calcuialed capacity to drive
q,stem, inhours: )Z-l BateryAHrating:'Z|
10. Commenb
Freguency of tesb and inspections, if o&er than IAW the
referenced NFPA standards, Prort<
Syslem Devialions Som tbe referenced NFPA shndard(s)
are:
Signed:
Title:"l]
Upon completion of$e s5'stene(s) salisfactory test(s)
rvihessed (ifrequired by tbe AIlf:
rt,o,*,iitf
6. Suocrvison'Signal Iritiatirs Devices and Circuils
(a)Spri*iervalvelampersr','itrbes:'2-
sho-up b4orl was irspected b5, UD€) We- ootolri l r7-,inclucesrI"@
Docrunentafion LAW Inspectioa Testitg Forn, Figure
10.6-2-3, ofNFPA 72 is arhcheci W t
AJI operational fgatiues of ttris sysrcd ryere fested by
^ !i
^i-. rLI.-- DadJe/!+Ardwere
found to be operatidg properly IAUI th; re{uirements oi
Y NFPAT2,Chaprers 1234 562 8910 11
4. Sisnaling Line Circuits
Quantib,and class of SLC cornecled to system (see
NFPA 72, Tg\ig6.6.1):
Quantity: Uy'f-Sryle: Ciass:_
5. Alarm Initi?tins Devices and Circuits
Quartiry and class of initiafing device circuits
Title:
--14-i.lFPA 70, National Electric Code
(see NFPA 72, Table 6.5): -)ary,__G_sb'te: f class:5
Rexburs Fire Sprinkler checklist
proiect: .g^*(^ B,;LTtn^*0 G +., Date
Address:
Approved drawings on siteV
d
d
F)tr
n
T
Underground flush and test completed. Flushed /n minutes. (max. Flow rate)NFpA-24
Hydrostatic test wet system 200# for 2 hours +/- 5 pst (NFPA-L3 to.ro.2.z.r)
Underground piping buried at least 48,, below finished grade. 60 ',$r\
Thrust blocks installed where r"quir.U$*)
n Backflow preventer in place and tested
Riser room
v{Aaindraintooutsidewithturneddownelbow 2"riserwith/4"min.drain, Z%-3/z,,riserwith
L'4 " min. drain, 4" riser and greater with 2,, min. drain.
v\water control valves and flow switches electronically supervised and tested. lFc 903.4
Iv 24 Hour monitoring service agency or remote supervising station. IFC 903.4.1 ?*p
/_Ly'water flow alarm is tested and initiates within 5 minutes Q min. 30 ,"r.
/V 2. Verify orifice is installed ( size of smallest head)
Vb- Open Inspectorsvalve.
c. Alarm sounds within 90 seconds.
flow)
3o&-.record time. (Time starts at full
t/ Permanent System identification signs for each control valve and portion of building provided.
t/ Permanent hydraulic nameplate attached to riser.
.tv ,Riser supported at lowest level and alt levels above.
I
t/ Gauges above and below riser check valve.
Main Drain Test
a.
b.
c.
Note Static PSlon supply side of the system -lS
Open Main Drain and note residualPSl '1'5
Close Main Drain note pressure is the same as above (a)SSptt
PSI
PSI
FDC
/v FDC capped and permanently signed.
,/rrrnas check valve and drip valve.6- *J
/ rXrfor wet system connects to the system side.
l$ roC for multi-riser system connects to the main system side.I
flft JOa for dry system connects between the indicating and dry-pipe valves.
,/ rorcomplies with plans and is 18-4g"above grade.
Sprinklers
/ r \VrRou8h-in inspection completed for covered piping.(SN )
V troro test completed on inside piping from riser to all heads 200# for 2 hours.
\ a. All heads in place.
v F. Pump disconnected
JF Gauge at low point in systemf,r" ;J,.o*;,"lnu.ur":. zre lolwln-
Ve. Verify pressure drops as pressure released after test.
.l
|S ro Hour air test on dry and double interlock systems with max. 1.5 psi loss.
y' spare heads supplied with indicated size@pare heads with <300 heads, 12 spare heads with
300-L000 heads, and > 1000spare heads with 24 heads.
'vl Replacement wrench provided.
/
VSprinkler head is supplied with guard if subject to damage.
v Sprinklers not painted or covered.
Y $prinklers are not obstructed.IV Escutcheon plates installed.
Itft
Dry and Pre-action systems
Pre-action and deluge systems are tripped by the detection system.
Riser room is heated.
Air pressure is set to manuf. lnstructions or at least 20 psl above trip pressure.
Pre-action systems exceeding 20 heads shall be supervised.
State corrections on plans have been made: {as
I
Piping
./_.. / \V Piping laid out per plarf$p \
z\./y' Penetrations have proper clearance, 2" pipe requires L, -g %,, and 4,, for 4,, andlarger pipe.
, /^ .v,sersmrc separation assembly is provided at building seismic joints.
V Laterat sway bracing per plans
y' Longitudinal and lateral bracing is provided for each run of pipe between the change of pipedirection unless the run is < 12,.
V Sprigs greater than 4, have lateral restraint.
V Branch lines have one hanger per section of pipe.
\zMax. distance from end sprinkler to hanger is: 36,, for 1,, pipe, 4g', for l%,, pipeand, 60,, for L/r" pipe and larger.
IYA Hangers are not within 3,, of upright heads.
tJ6---4)
d
ELgBTITCPOTIER
Crveraor
.P.-
Stae of Idalo
DEPARTMENT OF INSI'RANCE
700 West Sare Streer, 3rd Fto6
P.O. Box &1720
Boise, Idaho 8372O1IJd.3
Pboue (208)33442fi
FAX # (208)33+4398
t2-ozw
WIIIJAMW.DEAL
Dirccb
MARKA.I.ARSON
StatcFfoe lrfarshal
PI-AI.I REVIEW FOR FIRE SPRINKLER SYSTEMS
PROJECT:RC'BuR.C. TR.bY€ L C6Nf€I{
STREETADDRESS. q q.t Llariya:rtrr BLv D CIIY rCsxBUR(r
FIREPROTECTIONCONTRACTOR: 3 . Er FleF Fe.cr.rr=zrra-r
ADDRESS:P.cr. Bax 1z:3,y<
CIIY:-DAr+.f .Fnrt< STATE:T.9lt{o mi 9F.29/tG<
PIIONENO: 2o6-12<-rr?1.1 FAXNO:222,-qzC- A?9t
SIGNATT'REONP[.AN: a. l-t=rr<. a t{F r o DATEONPI-AII: c^-ts - rz
DATEPI-AIYRECEI\ZED: 3-16 - LL DATEPI-AI\TREVIEWED: A- t3 - az
ITEM
NO-DEFICIENCYNCIIED
t lge.oveo 4s S c,bvatffi
NOIE:S'TSIEIIfiS ETCEDING 2|I SPNINKT.ERS IN SUE SEAIJ, XE OOIISf,AIYIT.Y ST'PERVISED AT A
CENIRALr.rTTi^r-TION-IJ'.C.96/
NOIE:r rEAf AN UIf,IIIPRaITED r^CryrIJOIrDntg:Wll8'!S IIISTAIIID PEn
Trtf5 DrsuaID (,rr TIrl9 4r{;ilt rYAI|qB rgXYEfE WE fg IE EGI FiglgBI@ EAIIIIxI'
ltGarf?FOR IEE EACBrII'V IE9ICE.
REVIEWEDBY: LUllEmerprises
POBox9
Faffiel4rdg,ho83327
Yffifla.{/ffi,G'&)
Ph 2OW*233f1 Fax 2O8-7*20DO
CCTO: IVlrklarson
File
AJIJ.
MAsrsar.r. Fi<g gr*lpF
EL
u
APPRO\/ED - If deficicncies notcd
above ae cme@d ed srbject b a field:nrytrctiot
DISAPPRO\IED = Rcsrbmit with itcms
nored * correctcd"
tr ADDmONAl-Informationrequcstcd
10-2005
Equl OW ortmity Employer
12 00279
South Exit Travel Center _ Site plan
06/12/12
Dale Pickering (please review by Thursday, June 2l )
Please complete the following:
VH
{!
{!
Notes:
Routing:
Done NA
d!
n
!
{
{
Review Plans
Red Lines? (Amanda will transfer to all copies)
Enter Notes for the applicant under Submittars
Update status in the Approvals tab
Return site plan to Amanda Saurey
Dpne NA
rn
t2 00279
South Exit Travel Center Site Plan
061r2120r2
Routing:
Natalie Schneider (Please review by Monday, June 18)
Please complete the following:
eNA
n Review Plans
n Enter Notes for the applicant under Submittals
n Update status in the Approvals tab
n Return Site Plan & this checklist to Amanda Saurey
Please indicate time spent in hrs/min reviewing the plans:
Notes:
?onw
\r-U
\
fN\
(
N-rlr
Routing:
12 00280
South Bxit Travel Center
06/18/2012
Bret stoddard (please review by Thursday, June 2 r )
Current Status
VH
AP/ REV
Vft
Please complete the following:
DonF NA
V n Review plans
{ n Enter Notes for the applicant under submittals
V n Update status in the Approvals tab
V ! Return building plan to Amanda Saurey
Please indicate time spent infu/min reviewing the plans: <-t\€.s,
12 00279
South Exit Travel Center
06t12t2012
Routing:
Joel Gray (Please review by Monday, June l8)
Please complete the following:
NA
n Review Plans
n Enter Notes for the applicant under Submifials
! Update status in the Approvals tab
n Return Site Plan to Amanda Saurey
Notes:
oon"./Ne,
{!
O.r/4
I
,l
d
12 00280
South Exit Travel Center
06t19/2012
Routing:
Done NA
r Don Allen (prease review by Mond ay, Jwre 25)
AP REV
- E" n Current Status
Please complete the following:
Done NA
,! n Review plans
"..,tr r Enter Notes for the applicant under Submittals
;l n Update status in the Approvals tab
,8" n Return building plan to Amanda Saurey
Please indicate time spent in hrs/min reviewing the plans:
Notes:
ICC-ES Evaluation Report ESR-I232*
Rerssued January 1,2011
This repoft is subject to renewal January 1 , 2013.
www.icc-es.orq | (800) 423-6587 | (562) 699-0543 A Subsidiary of the lnternationat Code Council@
DIVISION: 07 00 O0-THERMAL AND MOISTURE
PROTECTION
Section: 07 24 0(FExterior Insulation and Finish
Systems
REPORT HOLDER:
DRWIT SYSTEMS,INC.
ONE ENERGYWAY
WESTWARWICK, RHODE ISLAND 02893
(40118224100
www.drvvit.com
EVALUATION SUBJECT:
DRWIT OUTSULATION@ SYSTEM
1-O EVALUATION SCOPE
Gompliance with the following codes:
r 2q)9 htemafionatBuitding &,de@ (l9c)
I 2009 lntemational Residentiat Coae@ 1tnCl
Properties evaluated:
PROPERTY IBC CHAPTER IRC CHAPTER
=xterior insulation and
inish systems (EIFS)
14 R7
A/eather resistance 14 R7
:ire-resistance.rated
:onsiruclion
7 R3
Special inspec*ion 17 N/A
Structural - transverse
rind load resistance
16 R6
Types l- lV
(noncombustible)
construction
26 N/A
Surface buming
$aracieristics
26 R3
qnition resistance 26 N/A
2.0 USES
The Dryvit Outsulation system is an exterior insulation and
finish system (EIFS) complying with IBC Section 1408 and
IRC Section R703.9. The system may be used in fire-
resistance-rated construction and any construction Type
(lBC Types lthrough V), with the exception of framed walls
of Type V construction in an R1, R2, R3 or R4 Occupancy
Group. Under the lRC, the system is limited to use on
concrete or masonry walls.
3.0 DESCRIPTION
3.1 System Components:
See Table 1.
3.2 lnsulation Board:
Insulation boards must be one of the following:
a. EPS Insulation Board, complying with ASTM C578,
Type l, and ASTM E243O, produced by a molder with
a current ICC-ES evaluation report.
b. EPS insulation board may be produced by a molder
that participates in an approved third-par$ quality
assurance program. The board must comply with
ASTM C578, Type l, and ASTM E2430, have a flame
spread index of 75 or less and a smoke developed
index of 450 or less when tested in accordance with
ASTM E84 or UL723. and be labeled in accordance
with the code.
c. Foam-Control EPS Boards, Type | - WSG, by AFM
(ESR-1006).
d. Staccato EIFS, by Falcon Foam (ESR-1962).
3.3 Substrates (see table 2):
. Gypsum sheathing complying with ASTM C1396 or
ASTM C1177
o Fiber cement panels complying with the ICC-ES
Acceptance Criteria for Fiber Cement Siding Used as
ExteriorWall Siding (AC90), and ASTM C1186.
o Fiber cement panels complying with the ICC-ES
Acceptance Criteria for Reinforced Cementitious
Sheets Used as Wall and Ceiling Sheathing and Floor
Underlayment (AC376), and ASTM C1325.
o Concrete'masonry complying with the code
o Concrete complying with the code
o Exterior plaster complying with the code
. Exposure 1 wood structural panels complying with
DOC PS-1 or PS-2
o Brick masonry complying with the code
3,4 Sealants:
Sealants must comply with ASTM C920, Type S or M,
minimum Grade NS. minimum Class 25 and Use O.
*Revised May 2012
ICC-ES Evaluation Relnrts m not to be custruedas represqting restlctics or qny other allribules not Wcifully addressul nor arc lhEl to be constmed
as m enfuryement of the xbirct of the reryrt or a recMmenfutiffifor its 6e There is rc wmmty by ICC Evaluation Seruice, LLC, spress or implied, 6
to onyJituling or orher molter ln rhis reporl, or 6 to any pruhrct covercd by the report
Copyright O 2012
. ESR-1232 | Mosf Widety Accepted and Trusted Page 2 of 4
4.0 DESIGN AND INSTALLATION
4.1 General:
The Dryvit Outsulation System must be installed in
accordance with the manufacturer's application
instructions, specifications and installation details. These
are available at:
unrvw. dryvit com/fi leshare/doc/us/apolication/ds204. pdf
www drvvit. com/filesharq/doc/us/specifi cation/ds1 1 8. odf
www. drvvit. com/fi leshare/dqc/us/detai l/ds 1 07. pdf
4.2 Drainage:
The Dryvit Outsulation System has not been qualified as
an EIFS with drainage, as described in IBC Section
1408.4.1and IRC Section R703.9.2.
4.3 Wind Design:
Table 3 describes specific assemblies for which test data
has been submitted. Other assemblies may be considered
for approval by local officials based on testing and/or
calculations by a registered design professional.
4.4 WeatherProtection:
The Dryvit Outsulation System complies with IBC Section
1403.2 and IRC Section R703.1.1.
4.5 Use in Types I through lV Construction:
Table 4 describes the assemblies qualified for use in
Types I through lV construction.
4.6 Fire-resistance-rated Gonstruction: See Table 5:
Table 5 describes the assemblies qualified for use in
nonload-bearing-fire resistance-rated construction. In
addition, in Type V construction, the Dryvit Outsulation
System may be attacfied to the surface of combustible
exterior fire-resistance-rated assemblies described in IBC
Table720.1(A without changing the assigned hourly rating
of the assembly. The exterior wall must have a minimum
10-foot (3O48 mm) separation distance from adjacent
construction.
4.7 Special Inspection:
For recognition under the lBC, special inspections must be
conducted in accordance with Section 1704.14 of the lBC.
Refer to the Dryvit Systems, Inc., Third Party Inspection
Guiddines for Oruners and General Contractors/Construction
Managers:
wwrrv. drvvit.com/fileshare/docius/descriptionlds 1 50. pdf
5.0 CONDITIONS OF USE
The Dryvit Outsulation System described in this report
complies with, or is a suitable alternative to what is
specified in, those codes listed in Section 1.0 of this report,
subject to the following conditions:
5.1 lnstallation must comply with this report, the
manufacturer's published application instructions,
installation details and the applicable code. In the
event of a conflict between the manufacturers
published installation instructions and this report, this
report governs.
5.2 The insulation boards must be separated from the
building interior by a thermal barrier complying with
the applicable code.
5.3 Use in framed walls of Type V construction in
Occupanry Groups R1, R2, R3 and R4 is not
permitted. Under the lRC, construction is limited to
concrete and concrete masonry construction.
5.4 lnstallation must be by a @ntractor listed by Dryvit
Systems, Inc.
5.5 Termination of the system must not be less than 6
inches (152 mm) above finished grade in accordance
with IBC Sec'tion 2603.8 and IRC Section R318.4.
6.0 EVIDENCE SUBMITTED
6.1 Reports of tests in accordance with ASTM E2568.
6.2 Data in accordance with the ICC-ES Acceptance
Criteria for Exterior lnsulation and Finish Systems
(AC219), dated October 2009.
6.3 Data in accordance with the ICC-ES Acceptance
Criteria for Foam Plastic Insulation (AC12), dated
June 2009.
7.0 IDENTIFICATION
Each container or package of the coating or reinforcing
mesh used as part of the Outsulation System must be
labeled with the Dryvit Systems, Inc., name and address;
the product name; lot or batch number; quantity of
material; storage instruc'tions; pot life; expiration date; and
the evaluation report number (ESR-1232).
Foam plastic insulation must be labeled in accordance
with the current ICC-ES evaluation report in which it is
recognized, or as described in Section 3.2.
Page 3 of 4' ESR-1232 | Most Widely Accepted and Trusted
TABLE I-COATING SYSTEM COMPONENTSI
lSee Section 3.2 for Insulation Board.2Higher weight meshes are allowable.
TABLE 2-SUBSTRATES
TABLE FWIND LOAD DESIGN
ForSl: 1 inch = 25.4 mm; 'l psf = 0,0479 kPa.
'Minimum 2x4 vnod framing, minimum specific gravity 0.42tMaximum positive pressure is limited to the capacity in Table 3, the capacity of the ftaming and strudural sheathing, or @ncrete, masonry or
portland cement plaster substrate, determined in accprdance with the applicable code, wttichever is lower.3The framing members must be designed to resist all positive and negative transverse design loads with a maximum allowable deflection of
1/240 ofthe span.
SYSTEM WATER-RESISTIVE
BARRIER ADHESIVE BASE COAT REINFORCING MESH FINISH
Drwit Outsulation NA
DryvitADEPS, or
Dryvit Primus, or
Drwit Genesis, or
Dryvit Genesis DM
Dryvit Primus, or
Dryvit Genesis, or
Dryvit Genesis DM,
or NCB
Dryvit Standard
Reinforcing Mesh,4.3
o/vd'minimum'
Dryvit DPR Finish or
PMR Acrylic Finish
ADHESIVE SUBSTRATES
DryvitADEPS All substrates noted in Sedion 3.3
Dryrvit Primus All substrates noted in Section 3.3 except plywood or OSB
Dryvit Genesis All substrates noted in Section 3.3 exept plywood or OSB
Dryvit Genesis DM All substrates noled in Section 3-3 except plyt^rood or OSB
FRAilIilG3 SUBSTRATE EPS
Type Max spacing EPS Minimum
Thickness (inch)Goating
Allovuable Wind
t-oadi (ps0
Neg Pos
2x4 wood'
'16" o.c.
'/rinc*Fthid( gypsum sheathing
compving withASTM C1396 or
ASTM C1177 or '/tnclFthicku,ood
strucfural panel; attached to
framing with No. 6 self-drilling
bugle.head $12 drywall scrs,\,s at
6 inches on center along studs.
Fasteners must penetrate at least
1 inch into urcod framing or through
steel framing.
Dryvit Outsulation System as
described in Table 1 40 553s/rincfr by No. 1s
gage-steel
Minimum
fv = 33ksi
2x4u,oodl
16" o.c
t/rincfpthkJ< water-resistant core
gypsum sheathing complying with
ASTM C1396 or ASTM Cl 177 or'/.inch-thick wood structural panel;
attached to frarning with No. 6 self-
drilling bugle-head drywall screurs
at 4 inches on center along studs.
Fasteners must penetrate at least
1 inch into nrcod framing or through
steel framing.
Dryvit Outsulation System as
described in Table 1 70 55sinch by No. 16
gage-steel
Minimum
t = 33ksi
Gincfi by No. 16
gage-steel
Minimum
fv = 33ksi
16
Min. 2. 5-pounGper-square-yard,
diarnond mesh metal lath over min.t/-incfi -trick, water-resistant @re
gypsum sheathing; attached b
faming with No. 6 self{rilling
- bugle head drywall screws with
%rinc+Fdiarneter rnetal washers at
6 inches on cenbr around the
perin€ter and a maximum of 10
inches on center in the fteld of the
sheathing; f;asteners must
penetrate through steel framing
1 Dryvil Outsulation System as
described in Table 1 60 60
G.incfi by No. 18
gage-steel
Minimum
fv = 33ksi
16
Min. 3.+pcuncFper-square'yard,
diarnond rnesh rnetal lath o\rer mint/-inch-thick, water-resistant @re
gypsum sheathing; attached to
traming with min. o.1&incfl-
diarneter seF-tappirE pantlead
sdetlrs at a max. of 6 inches on
centec rYxrst pene{raG through
steel framing
1 Dryvit Outsulation System as
described in Table 1 50 50
N/A IUA Concrete, concret+rnasonry, or
brick rnasonry 1 Drwit Outsulation System as
described in Table'l 70 See Note
2
. ESR-1232 | Most and Trusted 4ol4
For Sl: 'l inch = 25.4 mm.
lFasteners are minimum No. 6, conosion-resistant steel, self{rilling drywall screws.2Fasteners are minimum No.6, conosion-resistant steel, Type S, selfdrilling drywall screws.3Fasteners are minimum No- 6, 15/s-inch-long, conosion-resistant steel, Type S-12, selfdrilling drywall sctews,aFasteners are minimum No. 6, lthinch-long, conosion-resistant steel, Type S drywall screws.
lryhere lhe sheathing exceeds t/, inch in thickness, the screw length must be increased by the additional sheathing thickness. - _ _uAll loints must be tafed and treated with joint compound and intermediate fastener heads are treated in accordance with ASTM C840 or
GA216.
TABLE HIRE.RESISTANCE.RATED ASSETTBLIES,J
All inferior board joints are taped and treated with joint compound in accordance with ASTM C840 or GA216 and intermediate fastener heads
are treated with joint compound in accordance with ASTM C840 or GA216.2EIFS Assembly: Adhesive: Any, except Genesis DM; Base Coat: Any, except Genesis DM; Finish Coat: Any.
'Rated from both sides.aOn exterior walls, the exterior side sheathing must be gypsum sheathing complying with ASTM C1396.
TABLE 4-ASSEMBLIES FOR USE lN TYPES I THROUGH IV CONSTRUCTION
FRATUIING METUIBERS INTERIOR SHEATHING""EXTERIOR SHEATHING'MAX|MUIt
INSULATION
BOARD
THICKNESS
0NcHES)
ASSEMBLY
Motal
ilax
Spacing Type
Min.
Thickness
(inch)
Max.
Fastener
Spacing
(inches
o.c.)
Type
Min.
Thickness
(inch)
llax.
Fastener
Spacing
{inches
o.c.)
tin.
Depth
(in.)
Min.
Gage
s%No. 18
(0.0428
inch)
16" o.c
ASTM C36 ot
ASTM C1396
Type X
l2 121 ASTM
c1396 l2 121 13
Adhesive: Pdmus
Base Coat Primus
Finish Coat; any
noted in Table 1
s%No. 18
(0.0428
inch)
16" o.c.
ASTM C36 or
ASTM C,I396
Type X
5rta
8 along the
panel edge,
12 in the
fietd2
ASTM
c1396 t2
8 along the
panel edge,
12 in the
field
t?
Adhesive: ADEPS
Base Coat NCB
Base
Finish Coat; any
noted in Table 1
s%No. 18
(0.0428
inch)
16" o,c.
ASTM C36 or
ASTM C1396
Type X
5tra g3 ASTM
c1396 t2 8 13
Adhesive: Genesis
Sase Coat; Genesis
Finish Coat; any
noted in Table 1
^5,Jla
No.20
(0.0320
inch)
16" o.c.
ASTM C36 or
ASTM C1396
Type X
,b I'ASTM
c1396 I2 8 13
Adhesive: Genesis
DM
Base Coat; Genesis
DM
Finish Coat; any
noted in Table 1
FRAMING MEMBERS SHEATHING {INTERIOR AND EXTERIOR)MAXIIIUM
INSULATION
BOARD
THICKNESS
(inches)
RATINGMETALmAx
SPACING TYPd
MIN.
THIGKNESS
(anch)
MAX. FASTENER
SPACING FASTENERMin.
Dcpth
Min.
Gage
3uti 25 16" o.c.
Type X FR
Gypsup
Board'
u l"'
3 inches (203 mm) on
renter along the
lerimeter and 12
nches (305 mm) on
renter on all
ntermediate studs
No.6 by l'Ljncfilong
(32 mm), selfdrilling,
bugle head drywall
screvvs 4 t hour
3'/j 25 16" o.c.
Two layers ol
Type X FR
GypsuT
Board'
la
Layer 1: 16 inches
(406 mm) on center al
the stud locations
Layer 2 (interior): 12
inches (305 mm) on
@nter
Layer2 (exterior): 8
inches ( 203 mm) on
center
Layer 'l: No. 6 by 1 'lr-
inch-long (32 mm), self-
drilling, bugle head
drywall screws
Layqr 2 (interior): No. 6
by 1'le-inch-long (48
mm), selfdrilling, bugle
head drywall screws
Laye_r 2 (exterior): No. 6
by 1'l6-inch-long (48
mm), selfdrilling, bugle
head drvwall screws
4 2 hour
COMcheck Software Version 3.8.2
12 00280
South Exit Travel Center
Office CoPY
Designer/Contractor:Owner/Agent:
Rexburg, ldaho
6b
BuildingTypeforEnvelopeRequirements: Non-Residential
Vertical Glazing / Wall Area Pct.: 13o/o
Activity Type(s) Floor Area
Dining: Cafeteria/Fast Food 8225
Section 3: Requirements Checklist
Envelope Compl iance Certificate
2009 tEcc
Section 1: Project Information
Project Type: New Gonstruction
Project Title : Burger King
Construction Site:
#8933
944 University Blvd
Rexberg, lD
Section 2: General Information
Building Location (for weather data):
Climate Zone:
Glimate-Specific Requ irements:
Gomponent Name/Description Gross Cavity
Area or R-Value
Perimeter
Cont. Proposed Budget
R-Value U-Factor U-Factorra)
Roof 'l: lnsulation Entirely Above Deck
Exterior Wall 1: Wood-Framed, 16" o.c.
Exterior Wall 2: Wood-Framed, 16" o.c.
Window 1: Metal Frame with Thermal Break:Double Pane with
Low-E, Clear, SHGC 0.90, PF 0.90
Window 2: Metal Frame Curtain Wall/Storefront:Single Pane, Clear,
SHGC 0.90. PF 0.75
Door 1: Insulated Metal, Swinging
Floor 1: Slab-On-Grade:Unheated. Vertical 2 ft.
8225
46/.7
1397
&t5
19.0
19.0
38.0
7.5
'-:
;;
0.026
0.043
0.067
0.380
1.100
0.540
0.048
0.051
0.051
0.550
0.450
0.700
(a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
E 1. All joints and penetrations are caulked, gasketed or @vered with a moisture vaporaermeable wrapping material installed in accordance
with the manufacture/s installation instructions.
2. Windows, doors, and slqylights certified as meeting leakage requirements.
3. Component R-values & U-factors labeled as certified.
4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
5. 'Othe/ components have supporting documentation for proposed U-Factors.
6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that
achieves the rated R-value without compressing the insulation.
p 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
gl 8. Cargo doors and loading dock doors are weather sealed.
126
63
384
trtr
trn
n
Project Title: Burger King
Data filename: Untitled.cck
Report date: 061'1U12
Page 1 of 5
E 9. Recessed lighting fixtures installed in the building envelope are Type lC rated as meeting ASTM E283, are sealed with gasket or caulk.
g l0.Building entrance doors have a vestibule equipped with closing devices.
Exceptions:
[] Building entrances with revolving doors.
B Doors that open directly from a space less than 3000 sq. ft. in area.
Section 4: Compliance Statement
Compliance S:tatement: The proposed envelope design represented in this document is consistent with the building plans, specifications
and other calculations submifted with this permit application. The proposed system has been designed to meet the 2009 IECC
in the Requirements Checklist.
(tp'tt-
Date
requirements in COMcheck Version 3.8.2 and to comply with the
Signature
Project Title: Burger King
Data filename: Untitled.cck
Report date: 06110112
Page 2 of 5
Jrfit GoMcheck software version 3.8.2
f \/ t Mechanical Gompliance Gertificate
rtl
-
2009 lEcc
Section 1: Project lnformation
Project Type: New Gonstruction
Project Title : Burger King
Construction Site:
#8933
944 University Blvd
Rexberg, ID
Owner/Agent:
Section 2: General Information
Designer/Contractor:
Building Location (for weather data):
Climate Zone:
Rexburg, ldaho
6b
Section 3: Mechanical Systems List
Quantitv System Tyoe & Description
3 HVAC System 1 (Single Zone) :
Heating: 3 each - Duct Furnace, Gas, Capacity = 120 kBtu/h, Efficiency = 80'00% Ec
Cooling: 3 each - Rooftop Package Unit, Capacity = 90 kBtu/h, Efficiency = 1 1.00 EER, Air-Cooled Condenser,
Air Economizer
4 HVAC System 2 (Single Zone) :
Heating: 4 each - Duc-t Furnace, Gas, Capacity = 120 kBtu/h, Efficiency = 80.00% Ec
Cooling: 4 each - Rooftop Package Unit, Capacity = 90 kBtu/h, Efficiency = 1 1.00 EER, Air4ooled Condenser,
Air Economizer
3 Water Heater 1: Gas Instantianeous Water Heater, Capacity: 0 gallons, Input Rating: 199 Btu/h w/ Heat Trace
Tape lnstalled, Efficiency: 80.00 EF
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
g 1. Equipment minimum efficiency: Duct Fumace (Gas): 80.0 % Ec
g 2. Equipment minimum efficiency: Rooftop Package Unit 11.0 EER
g 3. Cooling system provides a means to relieve excess outdoor air during economizer operation.
g 4. lntegrated air economizer required
g 5. Hot gas bypass limited to 50% of total cooling capacity
Requirements Specific To: HVAG System 2 :
p 1. Equipment minimum efficiency: Duct Furnace (Gas): 80.0 % Ec
g 2. Equipment minimum efficiency: Rooftop Package Unit 1'l .0 EER
g 3. Cooling system provides a means to relieve excess outdoor air during economizer operation.
g 4. Integrated air economizer required
g 5. Hot gas bypass limited to 50% of total cooling capacity
Requirements Specific To: Water Heater 1 :
g 1. Gas Instantaneous Water Heater efficiency: 0.7 EF
p 2. First I ft of outlet piping is insulated
g 3. All heat traced or extemally heated piping insulated
g 4. Automatic time control of heat trapes and recirculating systems present
Generic Requirements: Must be met by all systems to which the requirement is applicable:
Project Title: Burger King
Data filename: Untitled.cck
Reoort date: 06110112
Page 3 of 5
E 1. Plant equipment and system capacity no greater than needed to meet loads
ff Exception: Standby equipment automatically off when primary system i$ operating
I Exception: Multiple units controlled to sequence operation as a function of load
g 2. Minimum one temperature control device per system
3 3. Minimum one humidity control device per installed humidification/dehumidification system
g 4. Load calculations per ASHRAE/ACCA Standard 183
g 5. Automatic Controls: Setback to 55'F (heat) and 85"F (cool); Tday clock, 2-hour occupant ovenide, 1O-hour backup
E Exception: Continuously operating zones
I Exception: 2 kW demand or less, submit calculations
g 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum
g 7. R-5 supply and retum air duct insulation in unconditioned spaces
R-8 supply and retum air duct insulation outside the building
R-8 insulation between ducts and the building exterior when ducts are part of a building assembly
I Exception: Ducts located within equipment
I Exception: Ducts with interior and exterior temperature difference not exoeeding 15"F.
g B. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
g 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and mastics
p l0.Hotwaterpipeinsulation:1.5in.forpipes<=1.5in.and2in.forpipes>1.5in.
Chilled water/refrigeranVbrine pipe insulation: 1 .5 in. for pipes <=1.5 in. and 1 .5 in. for pipes >1 .5 in.
Steam pipe insulation: 1 .5 in. for pipes <=1.5 in. and 3 in. for pipes >l .5 in.
E Exception: Piping within HVAC equipment.
I Exception: Fluid temperatures between 55 and 105'F.
I Exception: Fluid not heated or cooled with renewable energy.
E Exception: Piping within room fan-coil (with AHR|440 rating) and unlt ventilators (with AHRI840 rating).
E Exception: Runouts <4 ft in length.
g l l.Operation and maintenance manual provided to building owner
g 12. Piping, insulated to 1 12 in. if nominal diameter of pipe is <1.5 in.;
Larger pipe insulated to 1 in. thickness
g 1 3. Lavatory faucet outlet temperatures in public restrooms limited to 1 10"F (43.C)
g l4.Thermostatic controls have 5"F deadband
I Exception: Thermostats requiring manual changeover between heating and cooling
I Exception: Special occupancy or special applications where wide temperature Enges are not acceptable and are approved by the
authorig having jurisdiction.
g l5.Balancing devices provided in accordance with IMC (2006) 603.12
g l6.Demandcontrolventilation(DCV)presentforhighdesignoccupancyareas(>40person/1000ft2inspaces>500fl2)andservedby
systems with any one of 1) an air-side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor
airflow greater than 3000 cfm.
I Exception: Systems with heat recovery.
fl Exception: Multiple-zone systems without DDC of individual zones oommunicating with a central control panel.
E Exception: Systems with a design outdoor airflow less than 1200 cfrn.
E Exception: Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm.
g 17. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings
E Exception: Gravity dampers acceptable in buildings <3 stories
I Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfrn where dampers areinterlocked with fan
p lS.Automatic controls for freeze protection systems present
g l9.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fiaction or specilically exempted
I Exception: Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the Intemational Mechanica,
Code prohibits the use of energy recovery systems.
E Exception: Systems serving spaces that are heated and not cooled to less than 60"F.
E Exception: Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy.
I Exception: Heating systems in climates with less than 3600 HDD.
D Exception: Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64'F.
I Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil.
I Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and
makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the fotlowing makeup air
Project Title: Burger King
Data filename: Untitled.cck
Report date: 06110112
Page 4 of 5
requirements: a) at least 75 percent of exhaustfl-ow l?b1.b) h:"1"9.19 no more than 2"F berow room setpoint temperature, c) cooredto no lower than 3"F above room setpoint temperature, d) no humidification added, e; no simuttaneous heating and cooling.
Section 5: Compliance Statement
Qompliance statement: The proposed mechanical design represented in this document is consistent with the buitding plans, specificationsand other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2009 tECcrequirements in coMcheckVersion 3'8'2 and to comply with the mandatollEguirements in the Requirements checklist.
i&n- 6&^ru{c oqo-rz-signature -
but
Project Title: Burger King
Data filename: Untifled.cck Report date: 06110112
Page S of S
/7 - 280
J arr att Engineering Inc.
Structural Eneineering Consultant
8830 N. upper Lando Lane, . park city, utah g409g, (43s) 6s5-g557 Fax-(43s)-647_57r4Email-pj arratt@qwestoffi ce. net
June l2'h,20lz
Brian Russell
12312 South Redwood Road
Riverton, Utah 84065
Burger King #8933, Rexburg, Idaho
Sincerely,
Peter N. Jarratt PE
Re:
Dear Brian:
As per the requirements of the City of Rexburg, I hereby state that the structural drawings forthe above referenced.project, including sheets-S-0.0, s-i r, s-r.2,s-2.1 and s^z.z,have beenprepared ulder my direct supervision. I am also responsible for these drawings as the engineerofrecord for this project.
@**u$
-
J arratt Bngineering fnc.
Structural Eneineerine Consultant
8830 N. Upper Lando.Lane, . park city, Utah g40gg, (435) 655_9557 Fax_(435)_647-5714Email-pj anatt@qwestof fi ce.net
June l2rh.2012
Brian Russell
12312 South Redwood Road
Riverton, Utah 84065
Burger King #8933, Rexburg, IdahoRe:
Dear Brian:
As per the requirements of the City of Rexburg, I hereby state that the structural drawings forthe above referenced.project, including sheetsr-0.0, s-i.1, s-r.2,S-2.r and s-2.z,have beenprepared under my direct supervision.-I u- also responsibie for these drawings as the engineerofrecord for this project.
Sincerely,
Peter N. Jarratt PE
PF'ES
VeJ arr att Engineering fnc.
Structral Engineerine Consultant
9830 N Upper Lando L-ane,, park City, Utah g409g,Email-pj arratt@q westoffi ce. net
PROJECT:
CLIENT:
DATE STARTED:
DESIGN CRITERIA
WIND:
SEISMIC:
SOILS:
GOVERNING CODES: _ 2009IBC
DESIGN LOADS
ROOF:DL: 15 PSF
APRIL, 2012 DATE SI/BMITTED:JI.INE I2TH,2OI2
BASIC WIND SPEED:90 MPH
(435) 6ss-9 5 57 F ax-(43 5)-647 _57 t 4
LL:35 PSF TL = 50 PSF
EXPOSTIRE CLASSIFICATION C
SEISMIC DESIGN CATEGORY: CSEISMIC USE GROUP, 11SITE CLASS:
R COEFFICIENT: ?,IMPORTANCE FACroR, i.b
DESIGN ALLOWABLE SOIL pRESStiRE = 3000 pSF
W
@'w'^',!!Y,
h,ir*
VeJ arr att Engineering fnc.
Structural Engineerine Consultant
3rirlr""Jff61T*J;::1":l'u citv, utah 840e8, (435) 655-es 57 Fax-(435)-647-s714
PROJECT:
CLIENT:
DATE STARTED:
DESIGN CRITERTA
WIND:
BRIAN D. RUSSELL ARCHITECTS
APRIL,2O12 DATE STIBMITTED: IUNE 72rH,2012
BASIC WIND SPEED:90 MPH
SEISMIC:
SOILS:
GOVERNING CODES: _ 2009IBC
DESIGN LOADS
ROOF:
EXPOSURE CLASSIFICATION C
SEISMIC DESIGN CATEGoRY: CSEISMIC USE GROUP, XSITE CLASS:
R COEFFICIENT: I,IMPORTANCE FACTOR, i.O
DESIGNALLOWABLE SOIL PRESSURE = 3000 pSF
DL = 15 PSF LL:35 pSF TL:50 PSF
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$a
l* te
6K
VA
ri(
zoK
?n
lo
(
LA
lo
lz
tz
2n+6
z<,w
3a,Y(
lax(
s4"tL,'|s+wft?st
Jarratt Engineering Inc.
S,tructural Engineering Consultant
8830 N. Upper Lando Lane,. park
ciry, utah 84098, (435) 655_9557
Fax-(a3s)-6 47 -s7 14
JOB TITLE
$rt ft€+ ff'y ft &
BY 1PJ oer' Gb
SIIEET OF/{2
'lt : : ...i.......:,.,...,.,:..l-t-d rr.,'ri .l-
i"---.------.'''-i :,;r': :. . ..:.
lr lT.j .i;:'iiji:
Jarratt Engineering fnc.
SJruchrral Eneineerine Consultant
8830 N. Upper Lando Lane,.park
ciry, urah 84098, (435) 655_9557
Fax-(435)-6 47 -57 14
JOB TITLE
6K W6yg*y16
sY ?4 ooo 6-n
SIIEET OF*7
z9nb ''
\4,; -czL7q1= lf _5 F,Wl i I VSrf i2 nn6 , i
iij;ij,.'
:ji
l,' : i ... ...:,.
t' ' ' i : i : i' i .t i i-,i i l t , ,, i i i I i i!? :,:,'YA
ffi.;.l;..-ii-"ii'.-l:-:::1.i.:i
,i ....,:
J arr att En gineerine In c.
Srructural Engineerine Consultant
8830 N. Upper Lando Lane,.park
city, utah 84098, (435) 655_9557
Fax-(435)-6 47 -5714
B6 f1/tu gtmG BY fi*J DATE
SIIEET OFvV
i i I I : ; i :..i...1.....:...i. :
tt
HYDRAULIC CALCULATIONS FOR
Project Name: Rexburg Travel Center
Project Location: Rexburg, Idaho
Drawing Number: F-2
Date: August 15, 2012
-DESIGN DATA-
Remote Area Number:
Remot.e Area Location:
Occupancy Classif ication :
Densi ty :
Coverage Per Sprinkler:
Type of Sprinklers Calculated:
Number of Sprinklers Cafcul-ated:
In-Rack Sprinkler Demand:
Hose-Stream Demand:
Total Water Required (Including Hose) :
Ffow And Pressure (At pump):
Type of System:
Volume Of Dry Or Preaction System:
-WATER SUPPLY INFORMATION-
Tacf n.la.
Source of fnformation:
Locat.ion:
Source Elevation:
One
Sal-es Area
Ordinary Hazard Group
0.20 gpm
1l-5 sq.ft.
Pendent
11
N/A
250 gpm
530.2 gpm
28O.2 gpm @ 46.7 psi
Wet
N/a
08/74/12
3-D Fire Prot.ection fnc.
University Blvd
z -o
- INSTALLING CONTRACTOR_
3-D FIRE PROTECTION, INC.
P.O. BOX s0845
rDAHO FAI,I,S, TDAHO 83405-0845
(20e') 525-8377
CERTIFICATION NUMBER: FPC-008
Design/Layout By: Carol Henscheid
Authorj-ty Having ilurisdiction: Rexburq Fire Marshal
NOTES:
calcul-at.i-ons performed by HAss 7.9 under license # r-d010595
Page 2
. SALES AREA.SDF
' T J SPRINKLER SYSTEM HYDRAULfC ANAI'YSIS
DATE: 8 /L5 /2OI2OCUMENTS\HYDRAULTC CALCULATIONS\REMOTE #1-
JOB TITLE: Remote #1 - Sales Area
N
CJOE E>>o og !Uj u'P.lO UU
!N CINJ . |] >ooo Jodtroo aoad04 00olE! o f 0tl oG) ! @ o aAOtr] 0.i -d 0 Errldod000.= OO OA!!E d g 50F-.1 .io 'iNO>-i@ trood u'>@ o@ . .
dr ds4cq
Egt')
N
r'l
;
rl
-_l
t)
|r|\o
d-,{rn0)
rn
Pl
N
;i
;;!
n4z4
>tFlAA
U)
&trl
4B
I
nm
-iE'' Ol
B
Flfl
@
\o
o
I
rl
I
o
Nsfl@
o
o
OdD()trr AtrHUlcnDtrH -Qro'd^
' I ) SPRINKI,ER SYSTEM HYDRAULIC ANAI,YSIS PAgC 3
DATE: 8/a5/2}L2}CUMENTS\HYDRAULIC CALCULAT]oNS\REMoTE #1 - sAI,Es AREA.SDF
JOB TITLE: Remote #l- - SaLes Area
NFPA WATER SUPPLY DATA
SOURCE STATTC RESID.
NODE PRESS. PRESS. @
TAG (PST) (PST)
ul- 82.0 55.0
NODE ANA],YSIS DATA
NODE TAG ELEVATION
FLOW
(GPM)
l_0 1_2 . 0
AVAI!.
PRESS .
(PSI)
76.9
PRESSURE
/ DCT }
af . o
r_9.8
z) . +
aa 1
22 .5
aA 1
zt.)
30.7
5I. J
35.0
3s.0
5f,. U
35.8
35.5
5f . o
J5.6
35.5
Jb. f,
32.+
32 .3
?? n
33.3
33.3
TOTAL REQ'D
@ DEMAND PRESS.
(GPM) (PSr)
530.2 46.7
AGGREGATE FLOW ANALYSIS :
TOTAI, FLOW AT SOURCE 530.2 GPM
TOTAI, HOSE STREAM ALI,OWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM AIJLOWANCES O ' O GPM
TOTAI, DISCHARGE FROM ACTIVE SPRINK]'ERS 280.2 GPM
10 r_
L02
103
104
au3
106
L07
t- 0I
l_0 9
1l_ 0
111
20'J,
202
203
204
205
206
207
208
209
2ao
2LI
242
2L3
ZU
2I
z5
257
268
27
z6
29
1FT\
IU.3
l_0.5
1n (
1n q
f u.:
l_u.5
1_0.5
f u.3
10.5
f u. f,
qq
8.5
8.5
8.5
qn
8.5
8.5
8.5
8.5
r+. f,
_14.5
L4 .5
14.8
L3.2
t_+ . b
NODE TYPE
K= 3. ZV
[= f,. zv
K= 5.20
K= 5.20
K= 5.20
K= 5.19
(= 5. ZU
r- q 1q
K= 5.20
K= 5.20
DISCHARGE NOTES
(GPM)
23.O
23.r
z3 . o
26. z
24 .4
z+ . a
25 .5
26 .6
to 1
. t I SPRINKLER SYSTEM HYDRAUI,IC ANALYSIS PAgE 4
DATE: e/L5/2}L2}CUMENTS\HYDRAUI,IC CALCULATIoNS\REMoTE #1 - sALEs AREA.SDF
JOB TITLE: Remote #1 - Sa1es Area
NODE ANAI,YSIS DATA
NODE TAG ELEVATTON
(FT)
t3 .2
l_4.0
l-4.0
a+ . 5
L4 .0
L3.2
tJ. z
L3 .2
L3.2
13 .2
2.O
ti
z.v
1.0
2.5
NODE TYPE
SOURCE
PRESSURE DISCHARGE NOTES
(PSI) (GPM)
30
3l-
3Z
337
34B
35
t_
a
5
KA
KZ
BF]-
BF2
KJ
U1
34 .1-
34.r
34.0
34.r
34 .4
Jf . +
31.5
3L->
a.4 q
40.8
40.8
45 .8
4'7 1
46.7 280.2
Pipe Tag K-fac
Frm Node E1 (ft) PT
To Node El (ft) PT
. T : SPRINKLER SYSTEM HYDRAUI'IC ANALYSIS PAgC 5
DATE: 8/L5/2OI,2OCUMENTS\HYDRAULIC CALCULATIONS\REMOTE #1 - SALES AREA'SDF
JOB TITLE: Remote #1 - Sales Area
NFPA PIPE DATA
F
F
T Pf/fx.
8.00 L20
0.00
8.00 0.028
8.00 L20
0.00
8.00 0.Lo2
8.00 420
0.00
8.00 0.2L9
8.00 L20
0.00
8.00 0.383
4.L7 420
7.80
LL.97 0.603
10.75 L20
0.00
10.75 0.031
14.00 L20
0.00
1_4.00 0.1,14
14.00 L20
0.00
l-4.00 0.247
4.04 120
7.80
1l_.84 0.440
14.00 L20
0.00
l_4.00 0.043
J.65 lZV
7.80
l_l-. b5 u. ff,f,
9.42 720
9.00
L8.42 0.000
Pi-pe: l-
]-02
10 r_
Pipe: 2
t_03
LO2
Pipe: 3
l_04
103
Dina. 4
IUf,
l_04
1
AUf,
Pipe: 6
r07
fuo
Pipe: 7
108
to7
Pipe: 8
l_0 9
r_08
Pipe: 9
l_0 9
Pipe: l-0
111
1l_ 0
Pipe: 1l-
l_l_1
Pipe: L2
20]'
20
Add Fl Add Fl
(S) Node/
Tot. (Q) Disch
23.0 Disch
0.0
23 .0
23.L Disch
z3 . u
46.L
23.6 Disch
46.r ao2
69 .7
24.6 Disch
69.7 103
94 .3
26.2 Disch
94.3 104
l_20.5
24 .4 Disch
0.0
24.6 Di-sch
24.4 105
49.L
25.5 Disch
49.L L07
27.2 Disch
74.5 108
101_ . 7
28.8 Disch
0.0
26 .6
29.1 Disch
28.8 110
at.J
0.0
0.0
0.0
t.tt:
Eq. Ln.( Fr )
E: 2.5
ts: 2.5
T: 5.5
E'. 2.5
r: 3.f,
2E: 4 .0
T. q n
To
Nom ID
Act ]D
L - Z>V
1.515
r.250
A. f If,
I.250
1,.250
1.51f,
L. Z5V
1.515
1 ttrn
r.5f 3
L.250
a. f,rf,
1,.250
L.250
f .3f f
1 aqn
1.515
L.250
t. f,f f,
A1.000
L .049
/ Df )
/Dal
/Dfl
v.z
0.0
u.z
0.8
0.0
0.8
f.d
0.0
a.o
3.1
0.0
21
n?
0.0
U.J
0.0
0.0
3.5
4.O
L.2
5.2
u.o
0.0
0.5
u.o
L.Z
1.8
z.o
-z.o
0.0
Notes
IU.3
10.5
tu. f,
au. f,
10.5
l-0.5
ru. f,
t_0.5
L3.2
ru. f,
10.5
1n q
f u.3
au.3
10.5
13.2
1n q
f u.3
]-3.2
l_0.5
8.5
1A tr
5.20
r_9.8
tv. b
5 . ZU
zu . o
19.8
3 . ZV
zz . +
zu .6
5.20
5.20
3L.+
z) . +
22 .5
) . zv
zz .2
5 . ra
27 .5
). LJ
3l_.5
27 .5
5 . ZU
Jt_.5
?d ?
5 .20
5L.a
5f .5
0.0
32.+
. { { SPRINKLER SYSTEM HYDRAULIC ANALYSIS
DATE: 8 /15 / 2OL2OCUMENTS\HYDRAULTC CALCULATToNS\REMOTE #1
JOB TITLE: Remote #l- - Sales Area
1' E^^
Fl lff \ DT
r1 /ff \ PT
Add F1 Add Fl- To
(q)Node/ Nom ID
rot. (Q) Disch Act ID
A1 .000
1, .049
Al-.000
I .049
Fit:
Eq. Ln.
(fr.)
ts: z.v
T. q n
E: 2.O
T: 5.0
A1.000 2E: 4.0
1.049 2T:10.0
'L.250
l_.515
L.250
1.515
L. Z)V
7.250 2T:11-.0
1.51-5
Page 5
SALES AREA.SDF
ff
F
T Pf/ft.
9.42 120
7.00
L6.42 0.000
9.42 L20
7.00
L6.42 0.000
10.88 1-20
l_4.00
24.88 0.000
5 .46 'J.20
0.00
5.46 0.000
10.00 L20
0.00
10.00 0.000
4.88 L20
0.00
4.88 0.000
34.42 120
11.00
45.42 0.000
L0.67 L20
7.00
L7.67 0.000
7.83 L20
7.00
14.83 0.000
0.33 L20
5.00
s.33 0.000
10.08 L20
7.00
17.08 0.000
7 .67 1-20
7.00't4.67 0.000
7 .67 L20
7.00
L4.67 0.000
Pipe Tag
Frm Node
fo Node
Pipe: 13
21-
202
Pipe: 1-4
203
Pipe: l-5
23
Pipe: t6
21-
Pipe : 1-7
2L
Pipe: 18
zz
23
Pipe: 19
.A
23
Pipe: 20
205
25'r
Pipe: 21-
zvo
257
Pipe: 22
268
257
Pipe: 23
207
27
28
208
Pipe: 25
ZJ
209
d.f,
t4 .5
8.5
8.5'1"4 .8
a+. f,
L4 .5
L4 .5
1A tr
14.8
t5 . z
l_4.8
eq
L4 .6
8.5
aa, o
qn
1A a
1A a
eq
r4. z
8.5
0.0
52.+
35.0
0.0
JZ.a
35.0
0.0
J5. U
32 .3
0.0
52.+
32 .4
0.0
32 .4
32.+
0.0
32.+
52. J
55. U
32.5
0.0
35.8
33.1
0.0
35.8
33. r_
0.0
JJ. f
0.0
35.5
35.5
33.3
53. O
0.0
33 .3
J5. d
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
A1 .000
1- . O49
t1;: z.v
I: f,.U
A1 .000 E: 2.O
L.049 T:5.0
Al-.000 T: 5.0
1.049
(Pr)
(Pe)
/Df\
z.o
z.o
0.0
2.0
z.o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
_U.I
0.0
-i 1
0.0
z.o
-z.o
0.0
z.o
-z.o
0.0
0.1
-0.1-
0.0
2,3
-2.5
0.0
2.5
2.5
0.0
2.5
2.5
0.0
Notes
AL.000
)- .049
A1 .000
L .049
A1.000
1_.049
E: 2.0
T: 5.0
l1;: z.v
T: 5.0
E: 2.0
T. q n
. ! ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS
DATE : 8 / 1-5 / 2OL2OCUMENTS\HYDRAULIC CAI,CUI,ATIONS\REMOTE #1
JOB TITLE: Remote #l- - Sa]es Area
Pipe Tag
Frm lrTnda Fl /ff \
To Node E1 (ft)
Add F1 Add Fl To
(q)Node/ Nom ID
Tot. (Q) Disch Act ID
Page 7
SALES AREA.SDF
L
F
T Df /ff
Di h6 .
zbb
28
Diha.
z>
z6
Di na .
zt
30
Di na .
2)-O
3l_
Di na.
32
21-1-
Dina.
337
212
Di ha .
337
2L3
Di na .
337
348
Pi no.
JZ
31
34B
3Z
Di na .
34B
35
Diha.
I
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
r20 .5 l_0 5
120.5
Al_.000
1_ . O49
z6
K- fac
PT
PT
0.0
33.3
33.3
0.0
33.3
33.3
0.0
53.3
33.3
0.0
33.3
33 .7
0.0
34. r
0.0
34.1
35.5
34.0
5b. f
0.0
34.0
35.5
0.0
34.0
34.r
0.0
54. f
34 .1-
0.0
5+. a
J4.l_
0.0
34.1
34 .4
0.0
31.5
3L .4
Fit:
/ff \
(Pr)
(Pe)
(Pf)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
o.4
0.4
0.0
2.4
0.0
2.4
0.0
2.5
0.0
0.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
U.J
0.3
0.0
0.1_
0.0
0.1
Notes
l- . 250 2T: 11. 0
1.515
Al-.000 2E: 4.0
1.049 T: 5.0
6 .92 1-20
0.00
6.92 0.000
l_1.08 1-20
0.00
r-1.08 0.000
12.00 L20
0.00
1-2.00 0.000
l_9.04 L20
11.00
30.04 0.000
L2 .83 1-20
9.00
2r.83 0 . 000
7 .92 1,20
7.00
L4.92 0.000
9.50 L20
9.00
i_8.50 0.000
1-2 .67 L20
9.00
21-.67 0.000
0.33 L20
5.00
5.33 0.000
5 .46 1,20
0.00
5.46 0.000
rr .25 1_20
0.00
Ll,.25 0.000
3'7 .54 L20
1l_.00
48.54 0.000
t.56 LZU
0.00
7 .58 0.013
2a
27
zt
30
35
)-4 .2
L4.2
1A a
L3.2
8.5
t_4.0
L4 .0
1-4 .3
8.5
f +.5
l_4.3
14.0
l_4.0
l-4.O
14.0
14.0
1-4 .0
L3.2
1-3.2
L3.2
1- .250
l-.515
1- .250
l_ . 515
1 .250
1.515
31
E:
T:
JZ
33
34
A1.000 2E: 4.0
1-.O49 T: 5.0
A1.000 2E. 4.O
L.049 T: 5.0
Al_.000
1-.049
1- .250
l_.515
L .250
l_.5-15
qn
1- .250 2T : l-1 . 0
r.3f f,
35
37
38
3.000
3.31_4
. I ] SPRINKLER SYSTEM HYDRAUI,TC ANALYSIS Page 8
DATE: 8/L5/2O1.2OCUMENTS\HYDRAULIC CALCULATIONS\REMOTE #1 - SALES AREA.SDF
JOB TITLE: Remote #l- - Sales Area
Pipe Tag
Frm Node E1 (ft)
To Node EI (ft)
Add F1 Add Fl To
(q) Node/ Nom rD
Tot. (Q) Disch Act ID
K- fac
PT
PT
0.0
3l_.9
Jf . f,
0.0
5J. U
3I.Y
0.0
53. I
33.0
0.0
34 .4
33.7
0.0
34 .9
34 .4
0.0
40.8
34 .9
0.0
40.8
40.8
45.8
40.8
0.0
47 .7
45.8
Source
46 .7
47 .I
t.1c':
Fd T.n
( +r I
('
Ptlt|-.
(Pr)
1ee )
(Pf)
o.4
0.0
o.4
l-.1_
0.0
l_.1_
o.7
0.0
0.7
0.7
0.0
o.7
0.4
0.0
0.4
5.9
-4 .9
t_.0
0.1
0.0
0.1_
Notes
L
F
T
Di ha .
J
2
Di na .
5U
24
35
30
Di n6 .
t( _L
35
Di na .
KZ
R1
Di ha.
bt a
Pipe:
EE Z
BF]-
R3
BF2
Di h6 .
U1
R3
L3.2
]'3.2
1-3.2
43.2
L3,2
1-3.2
L3.2
1-3.2
43.2
L3 .2
z -u
L3.2
2.0
l_.0
2.O
2.5
t-.0
3.000
3.314
3.000
3.314
3.000
5.5f +
3.000
3.314
3.000
3.3r+
3.000
3.31_4
3.000
3-5r+
E: 5.0
42
43
39
40
4L
44
AE
46
4A
r20 .5 l_
l-01-.7 109
222 .3
zzz.5 z
5'1 . 9 111_
280.2
280.2 3
0.0 23
zav . z
0.0
280 .2
zav . z
0.0
280.2
0.0
zav . z
zav. z
0.0
280 .2
280.2
0.0
280 .2
zav. z
9.08 1-20
0.00
9.08 0.041_
1-6 .7'J- 1-20
0.00
1-6.71- 0.063
1l_.50 r20
0.00
11. s0 0.053
11.50 I20
0.00
11.50 0.063
1.88 L20
5.00
6.88 0.053
LL.25 L20
5.00
1-6.25 0.053
1.00 1-20
0.00
1.00 0.063
JU
35
Rl_
Fixed Pressure Loss Device
5.0 psi , 280.2 gpmKZ
0.0
280.2 BF1
z6u . z
0.0
z6v.z brz
280.2
A3.000
J . Ubd
7.0
2E:44 . 0
D5.000 Tr41.0
o.z6v u: f,.u
1.50 1_20
7.00
8.50 0.o92
50.00 l_40
96.00
145.00 0.002
1, .2
-0.4
na
U.J
0.5
U.J
NOTES (HASS):
(1) Cafculations were performed by the HASS 8.3 computer program
under license no. 15010595 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37L44
(931) 6s9-9760
. I T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 8/1.5/20L?OCUMENTS\HYDRAUI,IC CAI,CULATIONS\REMOTE #1 - SAI,ES AREA.SDF
JOB TITLE: Remote #1 - Sal-es Area
(2) The system has been calcul-ated to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.180 gpm.
(3) Total pressure at each node is used j-n balancj-ng the system.
Maximum water velocity is 21-.5 ft/sec at pipe 5.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node Ul- under full flow conditions is 75.08 psi
compared to the minimum required pressure of 2O.00 psi.
(5) PIPE FITTTNGS TABLE
Pipe Table Name: 3DPIPE.PIP
PAGE: A MATERIAL: S4O HWC: L2O
Diameter Equivalent Fitting Lengths in Feet
(in)ETLCBGADN
Ell Tee LngElI ChkVlv BfyVlv Gat.vlv AlmChk DPVIv NPTee
a.049 2.00 5.00 2.00 5.00 5.00 1.00 10.00 10.00 s.00
3.068 7.00 l_5.00 5.00 15.00 10.00 1.00 1_3.00 l_3.00 l_5.00
PAGE: D MATERIAI,: DIRON HWC: L4O
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
ElI Tee LngBl1 Chkvlv BfyVlv catvlv NPTee
6.280 22.OO 47 .O0 l_4.00 5l_.00 l_5.00 5.00 47 .O0
PAGE: S MATERIAL: FLOWP] HWC: L20
Diameter Equivalent Fitting Lengths in Feet
(in)ETLCBMS
E1l Tee 45e11 ChkVIv BfyVlv MTGr MTTh
1.51_5 2.30 5.50 1-.20 7.00 8.00 5.50 5.00
3.314 5.00 13.00 2.60 25.00 5.00 13.50 15.50
. . , SPRINKLER SYSTEM HYDRAULIC ANALYSIS
DATE : 8 / 15 /2]1-2OCUMENTS\HYDRAULTC CALCUIJATTONS\REMOTE #1
JOB TITLE: Remote #1 - Sales Area
TTf ilifrr D6^^vf .ut r\vyv! u.
Equivalent K-Factor Calculator
Node Sprinkler Pres. Dia. pipe Ftgs
Name K-Factor (psi) (in) Len. (ft)
Page l-0
SALES AREA.SDF
Total H-W Equivalent
Len. (ft) coef. K-factor
10l-
IUO
1-0 7
f,. bu
f,. ou
5.60
7.00
7.00
7.00
I. O49
1- .049
1.049
2T
2T
2ET
5.04
5.40
o. u6
t_5.04 t-20.00 5.20
l_5.40 l_20.00 5.l_9
t-5.08 l_20.00 5.20
HYDRAUIJIC CALCULATIONS FOR
Project Name: Rexburg Travel Center
Project Location: Rexburg, fdaho
Drawing Number. F-2
Date : August l_5, 2012
-DESIGN DATA-
Remote Area Number:
Remote Area Locatl_on:
Occupancy Cf assif ication :
Densi ty :
Coverage Per Sprinkler:
Type of Sprinklers Cal-culated:
Number of Sprinklers Calculated:
In-Rack Sprinkler Demand:
Hose-Stream Demand:
Total- Water Requj_red (Including Hose) :
Flow And Pressure (At pump):
Type of System:
Vol-ume Of Dry Or preaction System:
-WATER SUPPLY TNFORMATION-
Test Date:
Source of fnformation:
Location:
Source Elevation:
Two
Ki t chen
Ordinary Hazard Group l_
0.15 gpm
128 sq. ft.
Pendent
f,5
N/A
250 gpm
535.2 gpm
285.2 gpm @ 47.3 psi
Wet
N/A
08/1,4/12
3-D Fire Protection fnc.
University Blvd
z -o
- INSTALLTNG CONTRACTOR-
3-D FIRE PROTECTION, INC.
P.O. BOX 50845
IDAHO FALLS, fDAHO 83405-0845
(208) 525-8377
CERTIFICATTON NUMBER: FpC-008
Design/Layout By: Carol Henscheid
Authority Having ,furisdiction: Rexburg Fire Marshal_
NOTES:
ca]culations performed by HASS 2.9 under license # 1G010595
Page 2
KITCHEN. SDF
'ri
DATE: e/15/20427
JOB TITLE: Remote
SPRINKLER SYSTEM
DOCUMENTS \HYDRAULI C
#2 - Kitchen
HYDRAUI,IC ANALYSIS
CALCUI,ATIONS\REMOTE #2
N
ooE E>>Q Or! !
O (JU
!N ONJ ! >d@4 toitroo @o 0rrd0o onprE^ ! 0 50E o.G) tr@JoOa o -._H'-UFrtioEuoo
r; AA 0O{lr!- d ! )qH ir .i@O>.ir tNood.d>9 0r . .
dr F4$<to
E9{U)
";
;
r{
fl
-_l(')
;
@
<i-.{
o(.)&-.{
o
";@
-_l
,nD
H'v
;; JJ
tulF1
z
F1
orh
trlFd=
nn
\orl
-tE
Fo
Fl
f{
@
\o
(\
o
r-l
o
c.lstr
o
\o@
-Oo-.1^AdH(nU)DEIdO4DOH
. I SPRINKLER SYSTEM
DATE : E /15 /201.2T DOCUMENTS\HYDRAULIC
JoB TITLE: Remote #2 - Kitchen
NFPA WATER SUPPI,Y DATA
HYDRAUI,IC ANAI,YSIS
CAI,CULATIONS \REMOTE #2
Page 3
KITCHEN. SDF
SOURCE
NODE
TAG
U1
STATIC
PRESS .
(PSr)
82.O
RESID.
HKEDD.
/DqT\
55.0
FLOW
@
(GPM)
1012.0
AVAIL.
PRESS .
lpcr)
/b - d 4"1 .3
TOTAL REQ'D
@ DEMAND PRESS.
(GPM) ( PS] )
a5a. z
AGGREGATE FLOW ANAI,YSTS:
TOTAL FLOW AT SOURCE 535.2 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM
OTHER HOSE STREAM ALLOWANCES O. O GPM
TOTAI, D]SCHARGE FROM ACTIVE SPRINKLERS 2A5,2 GPM
NODE ANALYSIS DATA
NODE TAG ELEVAT]ON PRESSURE DISCHARGE NOTES
(psr) (GpM,
NODE TYPE
t_0 1
L02
103
1n4
fu3
auo
to7
108
109
110
111
20L
202
203
204
zu)
zvo
207
208
209
2'J-O
2rL
2L2
2L3
20
2t
z5
257
26b
27
z6
z>
/ FT\
10.5
l_0.5
l_0.5
IU.3
10.5
10.5
10.5
f u. f,
f u. f,
10.5
l_0.5
8.5
8.5
8.5
8.5
8.5
an
8.5
6.3
8.5
d.5
d.l
a+. f
f +. f,
14.5
-L+.6
]-3.2
L4 .6
L4.2
L4 .2
1A a
35.5
35.5
5t.b
35.6
35.5
53. O
5f . o
35.5
35.5
l_5.5
l.5. v
f,b.6
L6 .4
f r. d
1-2 .1-
1A 1
lo . z
1q ?
If,.6
ab. v
1_4 .9
L4 .5
16.0
1,6 .9
34 .4
11.3
t3 .7
ro. f
f v. b
zz. t
22 .9
r>. z'J.9 .4
2L.O
22 .5
z+ . o
22 .3
23.O
21-.6
2L ,3
K= 5.50
K= 5.60
K= 5.50
A= f. ou
K= 5.60
^= f,. ou
N= 3. OU
N= 3. OU
K= 5.50
\.- q en
SPRTNKLER SYSTEM
DATE : 8 / 15 / 2OL2T DOCUMENTS\HYDRAULIC
JOB TITLE: Remote #2 - Kitchen
NODE ANALYSIS DATA
NODE TAG ELEVATfON NODE TYPE
(FT)
1-3.2
L4.O
14.0
14.3
14.0
L3 .2
1,3.2
3-3.2
1-3 _2
L3 .2
2.O
z.u
t_.0
2.5
HYDRAULTC ANALYSIS
CALCULATIONS\REMOTE #2
PRESSURE DISCHARGE
(Psr) (cPM)
Page 4
KITCHEN. SDF
NOTES
30
Jf
5Z
337
34B
35
1
5
R1
R2
BF]-
BF2
R3
ul_SOURCE
34 .5
t6 .9
1,1 .0
ts.2
18 .2
34 .9
34 .4
34 .4
34 .4
35 .4
41.3
4r .4
46 .4
285.2
. I SPRINKITER SYSTEM HYDRAULIC ANALYSIS page 5DATE: 8/]-5/20L2T DocuMENTs\HyDRAULTc cALcuLATroNs\REMorE #2 - KrrcHEN.sDF
JOB TITLE: Remote #2 - t<itchen
NFPA PIPE DATA
Pipe Tag
Frm Node
To Node
to2
101
Pipe: 2
702
r_03
E l /f |\
E l /f |\
J-U.5
au. f,
l_0.5
r_0.5
f u.5
10.5
Tn q
l_0.5
L5 . Z
f u. f,
l_0.5
10.5
t-0.5
lu.3
r_0.5
l_0.5
10.5
L3.2
10.5
10. s
13 .2
lU. f,
1-4 .5
o.3
K- fac
rL
PT
0.0
35.5
0.0
35.6
0.0
35.6
0.0
35.6
35.5
0.0
34 .4
0.0
55. b
0.0
53. b
0.0
35.5
0.0
35.5
34 .4
0.0
5f,. b
35.5
0.0
34 .4
35.6
5.50
1s.8
r_5.6
(Pr)
fPa)
(Pf)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1a
L.Z
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1- .2
-J..2
0.0
0.0
0.0
0.0
r.2
1a
0.0
z-6
2.9
Notes
Di na.
r_03
104
105
104
Di na.
l_
105
1-0 7
106
Di na.
108
707
Pi na .
108
109
Di na.
r_09
Di ha.
111
110
3
111
Di no.
ZU
20L
Add F1 Add Ff To
(q)Node,/ Nom ID
Tot. (e) Disch Act fD
LC
F
T Df /fr
8.00 L20
0.00
8.00 0.000
8.00 L20
0.00
8.00 0.000
8.00 L20
0.00
8.00 0.000
8.00 ].20
0.00
8.00 0.000
4.L7 L20
7.80
1-1-.97 0.000
l_0.75 L20
0.00
r-0.75 0.000
l_4.00 L20
0.00
14.00 0.000
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
22.L Disch
0.0
zz. L
1- .250
f . )If,
1- .250
1.51_5
I . Z)U
r, trf f,
L .250
1.515
I .250
1.515
1_ .250
r.5_15
I .250
f . f,If,
1, .250
J-.51-5
-baf':
Eq. Ln.
(fr.)
2.3
5.5
E:
T:
l-4.00 720 0.0
0.00 0.0
14.00 0.000 0.0
!. z2u ts:
f . f,4f, r :
L .250
1.515
1 . 250 E:
r , 5l-5 r':
A1 .000 2E:
1 .049 T:
4.04 L20
7.80
11.84 0.000
t_4.00 l-20
0.00
r_4.00 0.000
3.83 L20
7.80
r_r_.53 0.000
9 .42 L.20
9.00
1_8.42 0.155
2.3
5.5
l_0
1l_
1-2
2.3
3.f,
4.0
5.0
DATE: I/L5/20L2I
JOB TITITE: Remot,e
Pipe Tag
Frm Node
To Node
D i na . 1 2
21
202
F] / €f \
E l /f F\
14.5
o.l
14 .5
8.5
14 .8
L4 .5
l_4.5
1_4 .5
la. f,
l_4.8
at. f,
L3.2
L4 .8
L4 .6
8.5
6.f,
L4 .6
L1 .Z
9.0
8.5
Add Fl Add Fl
1a\ \Tada /\Y' ^!vge/
ToL. (Q) Disch
22.4 Disch
0.0
22.9 Disch
0.0
zz. >
22 -7 Disch
0.0
0.0
aa 1
22 .1
a- 1zz. L zv
zz.+ zvz
44 .5
44.5 2L
22.9 203
67 .4
a / .1 zz
22.7 204
on 1
1,9.2 Di-sch
0.0
L9.2
L> .1 Ul_SCn
0.0
1-9 .4
0.0
38.6
z!.v u]-scn
0.0
2r .0
22.5 Di-sch
0.0
zz. )
24 .6 Disch
0.0
z4 . ?)
Nom ID
Act ID
A1 .000
1_ .049
A1 .000
1 .049
Page 6
- KITCHEN.SDF
LC
F
T Pf/ft.
9.42 L20
7.00
ro.+z u. _Lbu
9.42 L20
7.00
1_6.42 0.158
10.88 720
14.00
24.88 0.155
5.46 720
0.00
5 .46 0 .026
l_0.00 L20
0.00
10.00 0.09s
4.88 r20
0.00
4.88 0.206
34.42 l-20
l_t_.00
+2,+Z U.352
I0 .67 1-20
7.00
t7 .67 0.L2L
7.83 L20
7.00
14.83 0.1,23
0.33 l-20
s.00
5.33 0.440
10.08 1,20
7.00
17.08 0. t_43
t.o I Lzv
7.00
L4 _67 0.L62
7 .67 I20
7.00
1-4.67 0.191_
SPRfNKLER SYSTEM HYDRAULIC ANALYSIS
DOCUMENTS\HYDRAUIJTC CALCUIJATTONS\REMOTE #2
#2 - Ki-tchen
K- fac
PT
PT
5.50
r_5.0
1s.9
5.50
l_7.8
1-6 .4
0.0
IO. U
f f,. d
0.0
l_b. v
15.0
0.0
!t.6
rb. v
0.0
34 .4
r7 .8
5.60
1l_.3
1l_.8
5.60
11.3
T2.L
0.0
L5. I
l-1.3
5.60
r+.3
1A 1
5.50
ro.l
L0.4
s.50
rv. b
r_9.3
Fit:
F^ T.n
(fr.)
/ Df \
0.0
2.6
z.o
z-6
z-6
r.4
2.7
4.L
0.1-
0.1
1.0
0.0
1.0
no
0.1_
I.U
f o. /
l_b. u
0.5
z.L
0.8
2.6
l_.8
2.5
-U.I
2.5
v-z
2.3
ai
0.1
2.5
2.4
0.3
2.5
2.8
Notes
E:
T:
2.0
5.0
Di na.
zz
203
Pi na '
23
204
Di ^6,
2t
20
oi na .
22
21,
Di na.
23
Pi ha .
z5
Dina.
z) L
zv3
Dina.
2s'-r
zv6
Di na.
268
257
Pipe:
27
207
1-4
15
E: 2.0
T: 5.0
A1 .000 2E: 4.O
I.O49 2T:10.0
L. Z)V
l_ . 515
L .250
I. f,If,
!. zau
r.3f f,
I.250 2T:11-.0
1.51_5
A1 .000
L. O49
A1 .000
1, .049
A1.000
1, .049
A1 .000
1-.049
A1 .000
l_.049
Ar_.000
1- .049
E: 2.O
T: 5.0
Ez 2.0
T. q n
T. q n
F. t n
T: 5.0
E: 2.0
T: 5.0
E: Z.U
T: 5.0
T6
L7
Pipe: 24
28
208
Di na ' )q
29
209
-1t'
L>
20
21-
aa
23
SPRINKLER SYSTEM HYDRAULIC ANALYSTS
DA']'E: 8/ L5/2QI2T DOCUMENTS\HYDRAULIC CALCUIJATIONS\REMOTE #2
JOB TITLE: Remote #2 - Kitchen
Pipe Tag
Frm Node
To Node
Pipe: 26
27
zoD
Fl Iff \
E'l lff \
1A a
1A a
1A a
L4 .2
73.2
L+ . Z
14 .0
8.5
1-4 .0
o.f
I1 . J
d.5
r1 .3
8.5
l-4.0
l-4.3
L4 .0
l_4 .0
14.0
l_4.0
13 .2
14 .0
13.2
13 .2
Add F1 Add Fl
(q) Node/
T^l- /nl nic^h
0.0
56. b 25r'
38.5
JO. b Z6b
2L.O 207
22.5 208
62. Z
62. Z 26
24.6 209
105.8
22.3 Disch
0.0
22.3
23.0 Disch
0.0
23 .0
z!.6 ljlSCn
0.0
zL.o
21-.3 Disch
0.0
27.3
0.0
43.0
43.0
0.0
zz.5
22.3
zz.5 5l
23 .0 2L1"
45.3
+f,. J 32
43.0 337
88.3
0.0
0.0
0.0
To
Nom ID
Act ID
1 .250
f . )rf
1.250
1.51-5
t.250
r. f,f f,
Page 7
- KITCHEN.SDF
LC
F
T Pf/fL.
6.92 L20
0.00
6.92 0.073
11.08 L20
0.00
11.08 0.l-54
L2.O0 L20
0.00
12.00 0.297
1-9 .04 L20
11.00
30.04 0.482
a2.83 L20
9.00
2r.65 u.-L5y
7.92 L20
7 .00
74.92 0.1_59
9.50 L20
9.00
18.50 0.150
L2.67 720
9.00
2L.67 0 .L47
0.33 ).20
s.00
3.5J U.55f
5.46 L20
0.00
5 .46 0 .027
1-1- .25 1_20
0.00
1_L.25 0.099
37.54 L20
l_t_. 00
48.54 0.339
7.58 L20
0.00
7.58 0.000
K- fac
PT
PT
0.0
41.5
13 .7
0.0
ro. f
14 .3
0.0
19 .6
IO.I
0.0
34.5
1-9 .6
5.60
1-6 .9
15.8
5.60
1,7 .0
16 g
L). Z
14 .9
5.60
15 .2
L4 .5
0.0
t8 .2
L5.2
0.0
l_7.0
1-5 .9
0.0
1A .2
I7.O
0.0
34 .9
!6 . Z
0.0
34 .4
34 .4
-Ef t:
Eq. Ln.
(fr.)
(Pr)
(Pe)
(Pf)
0.5
0.0
nq
1.8
0.0
3.6
0.0
3.5
1_4 .9
-0.4
1_4 .5
l-.1
2.4
3.5
0.1
z.)
0.3
2.3
2.4
0.7
z.)
3.2
-0.1_
2.9
0.0
0.1_
l_.1-
0.0
1.1
1_6.8
-U. J
L6 .4
0.0
0.0
Notes
Di na .
zd
Di na .
28
Dih6.
30
29
Dina.
31
21-O
32
2LL
Di na.
337
21_2
Pi na .
337
2L3
Di na.
34B
337
Di ha .
5Z
3l_
Di na.
3+E
5Z
Di h6 .
35
348
Pi na .
1
zd
z>
2'1
3t
5.0
4.0
f,.u
4.0
5.0
JU
31_
1-.250 2T:l-1.0
r.5_15
41.000 2E: 4.0
L.049 T: 5.0
32
JJ
35
JO
34
A1 .000 E:
1- .049 T:
A1 .000 2E:
1-.049 T:
Ar-.000 2E:
L.O49 T:
A1 .000 T:
7 .049
L. Z)V
1.51-5
L.250
1.51_5
38
1-.250 2T:11.0
1.51_5
3.000
5.5L+
DArE: a/$/)on.r
JOB TITLE: Remote
page 8- KITCHEN.SDF
r, f
F
T Pf/f:L.
9.08 720
0.00
9.08 0.000
16.7L 120
0.00
1-6.7L 0.000
l_1.50 1,20
0.00
11.50 0.008
1t-.50 l-20
0.00
11.50 0.033
l_.88 't20
5.00
6.88 0.055
lL. Za lZU
5.00
1-6.25 0.056
l_.00 1,20
0.00
1.00 0.056
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
DOCUMENTS\HYDRAULTC CALCULATIONS\REMOTE #2
#2 - Kitchen
yr_pe lag
Frm Node
To Node
Di n6 . 2 o
J
a
Pipe: 40
J
Pipe : 41-
JU
Pipe: 42
35
?n
Pipe: 43
KA
J5
Pipe: 44
KZ
Rt_
Pi nc. Aq
BF]-
R2
Pipe: 46
BF2
5ra
El i/fts\
Fll /ff \
t5 . z
L3 .2
LJ. Z
13 _2
!5 . Z
L3.2
1-3.2
]-3.2
1-3.2
L5 . Z
z.u
1-3.2
2.O
2.O
z.u
K- fac
PT
0.0
34 .4
34 .4
0.0
34 .4
34 .4
0.0
34 .4
0.0
?4 q
?4 q
0.0
35 .4
?4 q
0.0
41 ?
35 -4
0.0
41 .4
1f . J
41_ .4
Fit:
Eq. Ln.
(fr.)
(Pt)
(Pe)
(Pf)
0.0
0.0
0.0
0.0
0.0
0.0
n1
0.0
0.1
o.4
0.0
0.4
nq
0.0
u.5
-4 .9
1.1
n1
0.0
0.1-
Notes
Add F1 Add Ff To
(s) Node/ Nom rD
Tot. (Q) Disch Act ID
0.0
0.0
0.0
0.0
0.0
0.0
0.0
90.1 23
90.1
90.1 24
1"06.8 29
1q4 q
196.9 30
88.3 34B
263. Z
0.0
z6a. z J5
265. Z
0.0
z6a . z t(_L
285.2
0.0
285.2 R2
z6). z
0.0
285.2 BFl-
zd3. z
0.0
z6a . z BE z
zd>. z
3.000
5 . 5 r+
3.000
? ?14
3.000
5.3r4
3.000
3.31_4
3.000 E: 5.0
J . 51+
3.000
3.31_4
3.000 --:-
3.31-4
Fixed Pressure Loss Device
5.0 psi , 285.2 gpm
Dih6.
R3
DE Z
Di na.
U1
R3
A3.000
3.068
1a
-o.4
0.8
n2
0.5
o?
47
+6
0.0
l_.0 47.6
2.0 46.4
Source
2.5 47 .3
1.0 47.6
2E:44.O
D5.000 T:47.O
6.280 G: 5.0
l_.50 L20
7.00
8.50 0.095
50.00 l_40
95.00
r_45.00 0.002
NOTES (HeSs):
(1) Calculations
under l_icense
were performed by the HASS 8.3
no. l-601_0595 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 3j144
(93r_) 6s9-9760
computer program
SPRTNKLER SYSTEM
DATE : 8 / 15 / 201,2T DOCUMENTS\HYDRAULIC
JOB TfTLE: Remote #2 - Kitchen
HYDRAULIC ANA,LYSIS paqe 9
CALCULATTONS\REMOTE #2 _ KrTCHerV.soF,
(2) The system has been calculated to provj-de an averageimbalance at each node of O.OOI gpm and a maximumimbalance at any node of 0.057 gpm.
(3) Total pressure at each node is used in balanci-ng the systemMaximum water velocity is 19.0 ft/sec at pipe 29.
(4) It,ems list,ed in bold print on the cover sheet
are automatically transferred from the calcul_ation reporE.
(5) Avail-able pressure at source node U1 under fuflcompared to the minimum required pressure of 20
flow conditions
.00 psi.
is 75.00 psi
(5) PTPE
Pipe Table
PAGtr. A
Diameter
( in)
4.049
3.068
PAGE: D
Diameter
( in)
6 .280
par:F. C
Diameter
( in)
3.31_4
FTTTTNGS TABLE
Name: 3DPfPE. plp
MATERfAL: S40 HWC: L20
Equivalent Fitting Lengths r-n Feet
E'I'LCBG
Ell Tee LngEI1 ChkVlv BfyVlv GatVlv
2.00 5.00 2.OO 5.OO 5.OO 1.OO7.00 15.00 s. oo t-6. o0 l-0. oo 1. OO
MATERIAL: DIRON HWC: -J,40
Equivalent Fitting Lengths in FeetETLCBG
ElI Tee LngEll ChkVlv BfyVlv catvlv22.00 47.00 14.00 5l_.oo l_6.00 s.0o
MATERIAL: FLOWPI HWC: 'J,20
Equivalent Fitting Lengths in FeetETLCBM
Ell Tee 45e11 ChkVlv BfyVlv MTGr2.30 5.50 L.2o 7. OO 8. OO s.50s.00 13.00 2.60 26.0O s.oo 13.50
A
AlmChk
10.00
13.00
N
NPTee
47.O0
S
MTTh
5.00
I q Rn
DN
DPVI-v NPTee
10.00 5.00
r_3.00 15.00