HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 12-00118 & 12-00119 - 110 E 1st N - Allen Dental Office & Site PlanctfYo!Certificate of Occupancy
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Ameriu\ I:smih' Cottt ttttily
City of Rexburg
Department of Community Development
35 N. 1st E. / Rexburg, lD. 83440
Phone lFax
Building Permit No:
Applicable Edition of Gode:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
Name and Address of Owner:
12 00119
International Building Code 2009
110 E 1st N
Allen Dental Office
Type V, non-rated
49
No
Allen James
562 Golden Willow
Rexburg, lD 83440
Spring Creekbuilders DbaGontractor:
Special Gonditions:
Occupancy:Business - office, professional or service transactions
This Certificate, issued pursuant to the requiremenfs of Section 109 of the lnternationat BuildingCode, certifies that, at the time of issuance, this buitding or that portion of the buitding that wasinspected on the date listed was found to be in compliince with the requirements of the code forthe group and division of occupancy and the use for which the proposed occupancy wasclassified.
Date C.O. lssur
C.O lssued by:
/L*
Building Official
7
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 Build'ing Official hjs reviewed andapproved said future changes.
Plumbing
Eleptrical
Fire Inspector:
P&Z Administrator
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03/ 18 /2012 1 3 : 46 2085288200
PNOPERTYADDBESq
UPS STt]RE 2271 82693 P.002/003
cl!t oD
Bulldlng SafetY DePcrtmenl
?w,m372M
-
FGm,SS9,W wY,lvrPol'3otS . -
P€di#
SIJBDIVffiION
PI{ASE
"W
Requircd!ll Plumbirtg
caww(a&l V/a-Prooc G.0 -?4d :
F*( )
(COMMERCIAL/INDUSTRIAL) Total coot of Ptumbfag s.y6tP @oumsrro Anou) $---
ptuerh,a{nadc'rtrt;;E'iL-ptq*:;;ilpu'e"*fu fi abfu og'turffi eqadd'
bgano-'ia4fggr oa nitfim)'
@staoqofsgr0.-g_1.6o:.l
n OvcrfiXXlX0l i Fr ""rr "FFm- tm 0nO r o{l{)$ + 11,160 = S
RE.qDEI{TIAL
Ncv: fub tufu W, r@ il bdltug. rlth @ W o-,anmn aa a'h pnpagt' (\EnaI n litqg sPq
ee&ffinbbv)
tr Up to lfm aq ft ' $130 ct 1'50r io 2"500 pqft - t195
o 2,501ro3,5mrqe-$260 9"50r lo4Jdl Si---qry
tr overd56osqf ;#;irr l6s b(cadodilirionalgmaqfr *p"ctooooaoe lfgal + 6$rsr #ofsdditiml
tr.900.q, ft' qig"ltltF Oc!eo0)'^ - -
Ncrrt Mrili&tuilY Mfu (Coaam,lc UtY)
; ffi uoirss gl3opctrurraiogetrs{fer r qr Oltrox#=of@
tr n:rbdeg Beefdcoce, ard Detec,beil -"*t Sat F pitt"-lf dptt Octi-"p u rf" nsbuo of 6e coaeatrroodirg
oq. A o?tu uuitdiog 4ns + Fto * # of €rmreq))
o GtayVeetSYtaom$lll{l
o La$DspdrHors/BosldnwDcvlcct-|65
; lfoat*'A U"11rlcrn lei c lfiobilc Hoqcer 065 &r s.tsct andustel snlb cssectioas
tr 54.{rbu+occ fioespcln6crs'dD*n!['froos.AplyQyge,o: 165 G"cS4pctetEinHerLcod"wfiArret
itgrtaru
*w.lrreF&,w
D s38 Socs Lioc s$38 \trhu= I,ioc ' tr165 Sctecc & waben if ia4reccit ct tc ssEc fime
tr ies sosct orrarsod ttodtnhouse (rbogF fi"n' sqptic o city)
MTSCEII.AI{EOUS
n PlrnObeclcSeSP"tbou(
tr Techicclservlcorf65Pcrbou
tr Gaollnell65
tr Vaeclleact8cPlaccacm $e5
o BequcecillaaPecrnou$6s
B nyiioaicrfcattryl 165 + (tt0 r# ofrnrnifoldo/oooca)
-4nccviibiar hrrded 6r burm bbinio vhicb nny-yaqgDfi lt rtrryg tc oceetW ccdqgt ooaeiag'
Sfunos of Ucctucd Cooacot Ums3qusbet
Received Time Mar, 16, 2012 l2:48Pful No, 1204
REXBURG
Amerien's Family C.ammuttitY
35 N 1" E, REXBURG,ID 83440
208-372-2326
PARCEL NUMBE,R:
SUBDIVISION:
ins is based on the inforrnation - must accufate
s'-
( We will Provide this for You)
UNIT# BLOCK# LOT#
Please Complete the Entire Application!
Ifthe question does not apply 6ll in NA for non applicable
CITY O
8*,tU
F
CONTACT PHONE #
PROPE,RTY ADDRE,SS:
pHONE #: Home ( t- Wotk ( )- Cell ( )-
OVA]ER MAILING ADDRESS: 1L 2 IJ*"M!T,^ CITV' EEXb'A ST1rTN: ffiIV'_?3!YO
gy117y lrt p x- Dc,,* t t I 6c hc . c c,t>.,p e><
APPLICANT. (If other than owner)
(Applicant if other than owfler, a statement authorizing applicant to act as agent for owoel must accompany this application)
APPLICANT INFORMATION: ADDRESS CITY:
STATE; ZIP- EMAIL FAX-
PHONE #: Home ( )- Work ( )Cell (
MAILING ADDRE,SS: IZI L SJooLs rL 4 ( ctw --Evb!:7-9rmffg_zrP 83Y YO
pHoNE: cat+ 7o?-9?oo 7oa -3 loo
?,TT@DAHO REGISTIG.*TION # & EXP. DATE
PROPOSE,D USE:
(i.e., Single Family Residence, Multi Family, Apartments, Remodel,Etc.) -CIRCLE ONE
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: UNdC'PCNAIIYOfPCTJUT,IhUCbYCCTIifYthAtI
have read this application and state that the information herein is curect md I wear that my information which may hereafter be given by me m herings before the
plmning md Zoning Comission or the City Council for the_City of Rexbug shall be truthfrJ and correct. I agree io comply with all City regulations and State laws relating
to the subiect matt . of tfri. uppti.utio. and iereby a.thorized reprerentativeiof the City to enter upon the-alo1re-rcntio{ property for inspections purposes' NoTE:
The building offrcial may revoke a permit on approval issued under the prwisims or trre zoo: International code in cases of any ials statement or miyepresntation of fact
intheapplicationorontheplmso'nwhichthJiumitorpprotul-u.bused. pemitvoidifnotstrtedwithinlS0days. PemitvoidifworkstopsforlS0days'
_/_/-
DATESignature of O.vner/APPlicant
D"oyo,'prcfertobecontact.g..PJ.P:,:T1t^".:PI-":*-Cj:*:^9::wedNrNc'- sullowc p'Bnmr uusr BE PosrED oN coNSTRUcrIoN sITE!
Plan fees re non-rcfun&ble and are paid in full at the time of applicatiou begt oyng IulZryL2M.
City ofRexburg's Acceptance ofthe pl'an rcviw'fee does not consutute Plao apPrcvd
#BuildiuPemitFe""areao.atti-lofapplication# *BulitingPermitsarcvoidiflourcheckdoanotclear#
Building Sofety Depqrfmenl
City of Rexburg
CITY OF
REXBURG
c\, ----*- -."
Amtricab Family Communiq
35 N. 1.t E., Rexburg, Id 83440
Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax - Q08)359-3022
OWNER'S NAME
PROPERTY ADDRE,SS
SUBDIVISION
PHASE,LOT BLOCK Approved for temporary power
Approved for permanent power
p.,-it+ ll o0llq
ntr
Requircd!!!ELECTRICAL
Electrical Contractor's Name ilar/*'r' tbr'.d BusinessName /r/ /l*-
Ad&ess 2-?L A/t/+L Zr'r) te,t( City___f,*._State .fdf Zip f4?6
Cell Phone 8/8 ) 2,1\ -?4,6^ Business Phone (
Fax () .Em
(COMMERCIAL/INDUSTRIAL) Total cost of elecuical system (Conttacted Amount)
(ncludesthecostofmateia/sinsta//edregard/essoftllepa@supp!yingit.Tbefeetli$edunderthisinspection!tpesha//app!toan1anda//e/ectica/
not specifcal! nentioned elsewhere on lhisform).
n Up to $10,000 (tqal-co$._afsqtcg x 0.02) + 60 = fi *-
{ S.ffi..n $tO,OOt - $100,000 if,","t ."r, "f ry x 0.01) + $260 = $ 4l"A'-'
n Over $100,001 ( (total cost of system - 100.000) x 0.005) + $1,160 = $
Small Works (Conftactots ONL\): $10 fee for work not exceeding $200 in cost and not involving a change in
seryice connections. Does NOT require inspection.
RESIDENTIAL
New: Single Family Dwelling, including aII buildings with widng being constucted on each ptopetty. (*Based on liuing space,
see definition below)
n Up to 1,500 sq ft - $130 ! 1,501 to 2,500 sq ft - $195
tr 2,501 to 3,500 sq ft - $260 I 3,501 to 4,500 sq ft - $325
n Ovet 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional
1-000 sq. ft. or oortion thereofl).
New: Multi-Family Dwelling (Contactorc OnIy)
c Duplex Apartment $260
rr Three or more multi-family units: $130 per building plus $65 per unit: ($130 x # of buildings) + ($65 x # of units)
tr Existing Residence, Modulat, Manufactuted of Mobile Homes, and Detached Shop: $65 fee plus $10 per
branch circuit, up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # branch circuits))
tr Central Heating/Cooling Systems: $65 When NOT part of new residential or FIVAC permit with no additional
Wiring
tr Spas, Hot Tubs, and Swimming Pools: $65 fee fot each trip to inspect
Pumps-lVater, frigation, Sewage (each motot)
tr $65 up to 25HP
MISCELI-ANEOUS
r$95 - 26 to 2O0HP l$130 over 200 HP
D Temporary Construction Services ONLY; 200 ar;-:rp ot less, one location (for a period not to exceed 1 year) - $65
. Tempotary Amusement $65 fee plus $10 pet ride, concession or generator
! Irrigation Machine: $65 for center pivot plus $10 per tower of drive motor
! Technical Service: $65 per hour
! Plan Chech. $65 per hour
I Requested Inspection: $65
xliving Space - space within a dwelling unit intended for human habitation which may reasonably be u.'lized for sleeping, eating, cooking,
&Hqa
License number & exo. dateture of Licensed Conftactor Date
3s N. rn E, Ra,&u{s. r rr*o Bulldlng Sofety Dep-orlmenl
nw - poapo-sizo / t adt@ - prr1qn.zr+4 / Ft- (rysgq'-wza cly ol n xbtrg
cttt ot
ffi
,drgrh6ry
OWNERSNAME
PROPERIYADDRESS P€ttri#
Requited!!!
Fo( ; E-.il eik.rd4ee.lecfn'cd G-mnil.corn
(COMMERCI L/INDUSTRIAL) Tor.l coet of dectdcel ryatcirr (cooucrcdAn"."tl f_lS4SD_(It.hdt!!.Pt?d,td' tutalldvo&t{rbc2atltabbghrhhtubdaitutbtig*r p ttdnpgi q&'*aa,ao**pt Ntob n$lbnd thabn * rbhfim).
D _Uptofl0,000 (fr{dcctofre$mr0.0?)*60=l
oz Betwecnll0,0ol - tl(x),mxt ((r4ut 6stof ;ry.h -loim)x O.O1) + f26O= | 3,{ -SD
o Ovet tO0,001 ( (rohl @t of ,id@ _ r 00ocb) r ocbs) + lf ,tOO = |smdl votle (contnctors ONLY): 910 fcc fot wo* aot crecding'f20O haost ;d n; involviqg r clnt4p in
scrsie oatstioss. Does NOT requirc inspcctim.
RESIDET{TIAL
Nm.Slnqf Flap Dvcfrog' ituht.riry il bailea3o with wfuiry Mat @tilcbd oa *h ptopaqt (lBtcd oz Evtug e1ze,ta&Enhiubbw)
o Up-to 1,5S rq ft - f130 o 1,50t to 2JOO rq ft _ t195o ?501 o3Jmrqft-f260 o 3J0r to4s00dft_t325tr ovc4,500sqft f325ptuf6-5fxqchrdditidl,oooqft.otpottioo6.mofif325+(165x#ofdditi@l1.00O o- fr ot rwiu tleo0).
N* Muhi-Fug Drcliog (CoME Ary)
o DupkrApartmotfb0
o Tlte or mm auln-frmily- ryrts;-{3O pebuiltiogplus f65 pcuit /fla)r # of hdfdiagr) + (t65 x # of mitelo Exlrd4g RccidcrccrModurat, Mmu&ctu&d of Mobilc Ho-o", .oa Dot ruoa.hop-ft5Eph$ no p*
lmcbg uif up g ibe uximmofthc_o*lmdiogrq. &. of rbe builting Frs + Srrir# baq& cimiqi)o GentrnHcrdng/Cooltng Syrtcmr: f65 whaNOT pattof Nrc*hd;t;;t{vE pm}\ttr m daitiomlWEiog
_ o _Spo., HotTubs, .nd Swimnhg Pob: t65 fe 6t ach trip to inspctAap - Vt a, Ialr tla Sc*qc (a cb a o w)
tr l65q)to25ltP trf95-26!o200Hp ci130m200Hp
MISCBII-ANEOUS
o Tcnponry Cooeauction Scrbcr ONLY: 200 rmp c hsg ae bction (for a pctiod not to recd 1 y*) - 165o Tcmlmry Amuemeat f65 fe phr f10 pcr dte, cwsie o( gembt
o Irdgrdor M*blac: f65 fo cotc pirct ph! llo pa tow of &iyc mtot'o TcchalcdScrvlcc: f65pahow
o Plrnchcclc f65pchou
o Rcquertedlrqrcdocf6s
6o^thm?.il**.dd?hi.chuy.emubly bc uilizcd fc rlcc;io6 cetirg coo&in6W**-ffrg ry-itq id,/anhrdo#ire6. Aa ufabLcd brct b @;idced e.; of dE ["bs ;t;.
t)^uqq4 l/-3f'^tz 3 -tL-lL
IjcvEd rumbcr & csr. drE Dtc
t/
CdlPhoECZDS):3bO-7.1?)2 Bstr*phmc( )
Bulldlng Sofety
gtil t.ERcxburg, O83f{0 vftlilrafrtm.a$
Deporfmenl
Clty ol le$urg
Plwlp;2ff..97r.23l-'l'fq$?6.t59.1tn
ctTr or
RD(BTJTTG
tltwfu/ll@e''/n{fy
PROPERTYADDRESS Pcrnid
SUBDIVISION
OVNERs NAI.IE ftqrr.r^ kilAl
PIIASE
Requircd!l!Mechanical
MecheoicrlContnctodrNrme AIk t^) a6laaeo*Burincrs Nrmc IrLL,,
aat,'.o b{b wilbv t- cWc civ Q*lra svuP*tb z*p a#/o
Ccll Phorrc ( Phonc (
Fex (
*vac- .,1 r .,-
(COMMERCIAL/INDUSTRIAL) Total cort of phtns,hrg ryrtcm (Cootrrcrcd Amo "n> $JJJ-UN-(arhtutlx at{padah i*dhd t4adhx cltbtpttsl4rittSil.Tbfitlittdmtutli,tiupahery$dqfit ary&l dmtbicd
hndbthn att @td! ntdnd thtrtcn en tbirSn),
o Up to S10'000 (totd egst of ryncm r 0,(z) $ 60 = |
X Betwccn $10p01. f100,000 ( (totel cort of rystcm- 10.fl)0) r 0Ol) + 1260 = |
o Ovct $fl0r001 ( (totrl cort of ryrtar - ld).ffi) r 0.005) * 11,160 = $
RESIDENTIAL
Ncw: Slryh haily Dwclliag includiry tII brnk ing, wfth vitiag bcitt eotzl.r:ucted oa ercA popetty, (tEscd oa liuiag qae,
*c dcfrnition bcbw)
o Over 4,500 sq ft 1325 plus f65 for cech edditioml 1p00 rq ft. or po*bo thereof
(S325 + S65 r # of r4ditionql l,(ffi eq. ft. ot nprtion thcno0).
Ncrr+ Multi-Ftztily Dwciling (C,oatrcoire Anl)
o DuplcrAprrtmeot f260
r Ttrcc or more multi-frmily uoito; $130 pcr bu&fing phx $65 pe unit (1130 x # of buildiogr) + (165 x # of uoits)
a Exirdng Rcddcncc, Modular, Meartrectuted c Mobilc Hqncr rnd Dctrchcd Shop: 165 6c y'us Il0 pcr
**I{VAC eguip'rncnt b.i.g inrtallod rry to thc ouimu of thc cocerpondiry q, ft of $e building
(165+tF10r#offirturcrD
MISCELI.AI\TEOUS
o PhnChcch 165 pcrhorr
o TcchrrlcdScrvisr:f65pcthour
o Grr Llne: $65
tr Wrtct Hertct Scpleccmcou f65
tr Rcqucrtcd Inrpcctbn: f65
tr Firephcc/Solld Fuel BurningAppliencc: f65 pcr inrpcctbo
rliviog Spece - rprce within r dwclti,qg urh inteadcd for hurrnn lnbitrtion which rmy rcrron$ty bc udlizcd for rhcpirg. ceting cool,ia6
brdrirt6 wryil@{, rccrcetbq rnd
o Up to 1500 oq ft - f130
o 2,fi1to 3,500 rq ft -f260
AC Eoui
Cootrmfor
o 1,501to2,500q&-$195
o 3,501 to4"500 q ft-S325
pmporc!. An un&rirhcd brscracrr L coariicrod p*n of tbc f,rig rpcc
nplrrcrncng rchr, w*cr hc$cr, ctc,
Nc-c- tgLz p.-?-tuc 9: B- tL
Uceruc numbcr & Frp, drt€Drtc
{..h\'$
I
Building Sofety Deporfmenl
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 corectly identi$' on the site plan the location of these
lines in reference to the public right-of-way, other adjoining property lines, the street, other sftuctures and all utility
lines' The Developer should find property pins that are still available at the lot in question. If these pins do not
exist or have become unrecognizable then a new survey should be perfortned.
Accutate properry 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 aerial photos and a parcel line layer that can be checked, but they are only a tool and are not
guaranteed fot accutacy. If you want to request a copy of your lot, see the fiont counter at the Community
Development D epartment.
I have read and undentand the above requiremenrs.
Signature Date
Printed Name
Business
35 Norlh I,r Eosl
Rexburg, ID83440
Applicqlion CITY OF
Phone:208.359,3020
Fax: 208.359.3022
REXBURG
Am erica's Family C.ommun ity
Please take the time to answer all questions so that we can further assist you and your faciliE Thank You
What type of business will be performed D"^r*nt ,P<**r (
Will the business have food preparations?
Will there be any cooking of foods?
Will there be any deep fat frying?
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 structuraVor 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?
Applicants Signature Phone Date
t eirtify *ot The information that I have provided above is to the best otmy knowledge accurate and true.
Yes No-X-
Yes NoX
Yes_No
Yes_No_X-
Yes No
Yes X No
Yes X No
Yes No
Yes X No
Yes X No
Yes X No
Yes l. No
I
X
veslNo K
Yes )( No-t
Building Sofety Deportmenl
City of Rexburg
- (208)3s9-3022
CITY OF
35 N. 1" E., Rexburg, Id 83440
Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax
REXBURG
Antriqltumily Community
LOCATION OF WORKTO BE DONE:
Street Address Where WorkWill Be Done:
Business Name Where Wotk Will Be Done:
Dates for Work to Be Done:To
Contact Person:
Phone Numben (_)Cell # (-)
Requircd!!!FIREAIA,RM
Fire Alarm Contractot's Name
Business Name
Address City State--Zip
Cell Phone () Business Phone (
Fax (- )
Em
(COMMERCIAL/INDUSTRIAL) Total cost of fite alarm system (Contracted Amount)
$
(ncludes the cost of nateials installed regardless of the parry suPPbing it. The fees listed under this inspection Upe
shalt appl1t to anlt and allfre alarrn installations not specifca$t mentioned elsewhere on tbisforrn).
! Up to $10,000 (total cost of svstem x 0.02) + 60 = $\-
tr Between $10,001- $100,000 ( (total cost of slrstem - 10.000) x 0.01) + $260 = $
tr Over $100,001 ( (total cost of system - 100.000) x 0.005) + $1,160 = $
MISCELI-ANEOUS
tr Plan Review per Flour: $65 pet hour
il Re- Inspection: $65 pet trip
Signature of Licensed Contractor License number & exp. date Date
l0
Building Sofety Deportmenl
City of Rexburg BEXSBq
Amriu\ Fomif Commanily
35 N. 1,t E., Rexburg, Id 83440
Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax- (208)359-3022
LOCATION OF WORKTO BE DONE:
Street Address Where Work Sfill Be Done:
Business Name Where Work $/ill Be Done:
Dates for Work to Be Done:
Contact Person:
To
Phone Number: ( )Cell#( )
Requircd!!!FIRE SPRINIil.ER
Fire Spdnklet Conttactot's Name:
Business Name
Address City State-Zip
Cell Phone () Business Phone (
Fax( )
(COMMERCIAL/INDUSTRIAL) Total cost of fire sprinkler system (Contracted Amount)
$
(nclades the cost of materials installed regardless of the pa@ suppfuing it. Thefees listed under this inspection Ape
shall appf to anl and a//fre alarm installations not specfrcaQt mentioned elsewhere on thisforrn).
tr Up to $10,000 (total cost of slrstem x 0.02) + 60 = $
! Between $10,001- $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = $
tr Over $100,001 ( (total cost of s]'stem - 100.000) x 0.005) + $1,160 = $
MISCELLANEOUS
tr Existing Inspection Base: $60
tr Re- Inspection: $65 per tdp
tr New construction $1per sprinklet head ($21000 maximum)number head
of Licensed Contractot License numbet &date Date
9
Bureau of Occupational Licenses IDepartment of Self Governing AgencieF
Th. person n.m.d har met $t. roqulnm.ntr ts ragl3tratlon rnd i3
.rtldrd und€r thc Lw3 rnd rulrt ot lhs Stats of ld.ho to op.r.tr rr {n}
]ur""u of occupational Licenses
Elartment of Self Governlng Agencles
The p.rm n.m.d h.s mt the raqulFm.nb for ng|ltf.tiq rnd b.n$iled und.r lhr lflt .nd ndar ot th. St te ot ld*to to op..rtc I {n}
Your registration
must be shown on
demand.+
carry this copy
displaythis copy:+'z;i c-agr--
Tena Cory
Ghlef, B.O.L.
t ,tr
' -'r,
!
RCE-31166 12J0U2012
Number Explr.s
-7;; eg=
Tana Cory
Chicf, B.O.L.
RCE-3'!'t56Numbcr 1U08t2012
Explrcs
11n9ng11
TCD LLC
ROYCE KLINGLER, ET AL
T2L6 STOCKS AVE
REXBURG ID 83440
Sub Contractors List
Framer/ tnm
Excavation
Drywall
Electrician
Materials
Roofing
lnsulation
Concrete
Mason
Cabinetry
TDO, LLC
Jeremy Madsen
(208) 3s1-1s26
lmadsen1524@smail.com
Kauer Construction
Gary Kauer
(208) 3s1-0001
(208) 3s66101
Henderson Drywall
Brian Henderson
(208) s41-2378
Innovative Coatings
Matt Blackham
(208) 390-75s8
Dan's Plumbing
Dan Whitmore
(208) 390-2037
(208) 5s2-3281
JM Contracting
Joe Mcmurtry
(208) 716-2884
mcmurtre@ida.net
Elk Ridge Electric
Gary Goodenough
(208) 360-7s02
imsle63@email.com
Johnson Heating LLC
Andy Johnson
tzu6,5vu-u525
iohnsona@byul,edu
JM Contracting
Joe Mcmurtry
l2o8l7L6-2884
mcmurtre@ida.net
Stonks and Sons Dolt Best
Teddy Stonks
l2o8l 6s2-7725
teddvstronks@gmail.com
Romero Roofing
lsiais Romero
(208) 243-6136
Adavanced Insulation
Chris Lewis
(2081776-O7s7
Independent Well Drilling
(208) 6s2-3799
(208) 684-3788
K&C Concrete
Clint Miller
(208) 390-003s
kcconcret@msn.com
Altamirano Bros. Masonry
(208) 580-s666
Alpin€ Cabinets
Chuck Peebles
(208) s89-s71s
Red Mountain Metalworks LLC.
Andy
(208) 6s2-93s3
redmtnmetalworks@vahoo.com
SPRINGCREEKBUTLDE
SUB CONTRACTOR REQU IRMENTS
We are excited to be working with you on this and future construction opportunities.
We are required by our client to ensure we coltect from you the following documentation prior to any work being done at the job
site:
1.) A copy of your Workman's Compensation Certificate/Policy
2.) Your Contractors license/number issued by the State.
3.) A copy of Proof of Insurance, in addition it is required that you add to your policy as additional insured on the policy the
following:
TCD, LLC., DBA Spring Creek Builders
Royce Klingler
Ryan Lerwill
As soon as we have these items in hand accompanied
site and look forward to working with you on this and
Please submit your invoices to:
Spring Creek Builders
1216 Stocks Ave. #1
Rexburg, ldaho 83440
by the written signed bid agreed to by all parties, we welcome you to the job
future construction projects.
All Checks will be issued with a Lien Waver that will be required to be signed prior to check being available to you.
Our intent is to create long term relationships with all our sub-contractors. We expect the work to be quality and with your
warranty. We appreciate your work.
Sincerely,
Spring Creek Builders
(208) 709-3800
(208) 3s1-4373
Signed acknowledgement
Company
Date
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Building Sofety Deportmenl
www.rexburg.org
City of Rexburg
Phone: 208.372.2326
Fox: 208.359.3022
CITY OF
REXBIIRG
Arrerical Family C,o mm unity
O ffice Hours: Monday-Ftiday 8:00am-4:00pm
Multi Famil Pre-Construction C
Seismic Design Category - D
(unless soil evaluation confirms category C)
Ground Snow - 50 lbs. per sq. ft.
Roof Snow Load - 35 lbs. pet sq. ft.
Wind Load - 90 MPH
Frost Depth - 36"
Thefollowingitems should be completed beforeyw submitlour buildingpernit application. INCOMPLETE
APPLICANONS WILLNOT BE ACCE,WED.
Completion of a Building PermitApplication: You may pdnt this application from our website
www.rexburg.org or pick up a copy at the City Annex Building (address above).
Commetcial Permits, (the following must be submitted vdth the Application)
E 4 sets of site plans and 3 sets of building plans stamped by a licensed professional
E Site plans and building plans in PDF format must be submitted after plans have been approved.
E Structural Calculations stamped by a licensed Engineer
E Energy Compliance Reporr As per the 2006IECC, a Compliance check must be completed and submitted
(the comcheck is available online at www.energycodes.gov).
E Page 2 of the Application must include the Idaho Conuactoy's Regisuation Number or the exemption form
must be completed and signed, see Page 10.
E PaEe 5 of the Apolication must be comoleted and sisned bv vour Plumber.
E Page 6 of the Application must be completed bv signed by your Mechanical Contractor.
E Page 7 of the Application must be completed and signed b)' )'our Electrician.
E Electrical panel layout and calculations must be included with the building plans. Plans will be
reviewed by the electrical inspector priot to issuance of the building permit.
E Emergency Services Construction Permit-fot fire related equipment onlln to be filled out by the
contractor performing the work.
E Exterior Lighting Plan including photometric layout. The lighting standards are included in this packet.
E Property Line form needs to be signed by the builder, see Page 4.
Electrical Permits are now issued through the City of Rexburg. See Page 6 of the application.
Remodels If you are considering a remodel, a copy of the bid or estimate for the remodel must be submitted
with the Permit Application.
. 3 set of plans (may need IECC Review)
. Additions - Same as new construction
Engineering qnd Colculqlions
For
James Allen Office
Rexburg, ldoho
3tL2/L2
Prepored by:
Roy McDougol, P.E.
Rexburg, lD
852-6236
Section A
Section B
Section C
Section I)
Section E
Section F
Appendix A
Contents
Project Description
Findings and Notes for Builder
Footing Sizing
Post and Beam Sizing
Seismic and Wind Loading
Parking Lot Design
ResCheck Certification
Section A
Project Description
The proposed project is a renovation and addition to a home in Rexburg,
Idaho. This home is a rock structure with light-framed wood floors and roof.
The structure appears to be in excellent structural condition. The proposed
addition will be constrpcted of standard reinforced concrete footings and
foundation with light-framed wood floors and roof.
wood member sizing calculations were performed using the BeamChelq
structural engineering program and BC-Calc,. Output files from the
program are available upon request.
Project Location:72 N. 1" E., Rexburg, Idaho
Lat.43.8 (approx.)
Lon. -111.8 (approx.)
Governing Regulation: 2009 International Building Code
Snow Load:
Wind Speed:
Frost Depth:
Seismic Zone:
35 psf (roof)
rln *-L- "d:r'^- si
]JL
Section B
Findings and Notes for Builder
B-1 Footings
Footing sizes are shown in Table B.1.
TableB.uired t ootine Sizes.
Footing
ID
Description
F1 20"x10" wl (4\ #4 bars
F2 18"x8" w/ (3) #4 bars
(See Section C and Foundation Plan)
B-2 Foundation
8" concrete walls wl #4 rebar @2'O.C. horizontal and vertical.
B-3 Shear Walls
19/32" Rated OSB with 1 3/4" 16 gauge staples @3" O.C. on
perimeter, 6" O.C. in field.
B-4 Posts and Beams
Post and beam sizes are shown in the framing plans.
Note:
Assure that all posts are anchored to foundations or footings. Assure
solid blocking is provided in floorjoist cavities between upper and
lower posts.
tnitiaf: b
B-5 ComCheck
ln accordance with Idaho code, the following performance may be met in
lieu of ResCheck
. Windows U-factor: 0.35
. Windows SHGC: not specified
o Door SHGC: not specified
. Basement wall R-value: 14
. Upper wall R-value: 22
. RoofR-value: 48
. Allowed lighting wattage for additi on: 3733
o Minimum furnace efficiency: 80%
8-6 Parking Lot Design
Provide a paving profile of 12" pit run, 6" crushed gravel andZ.5,,
asphalt.
For drainage, install one section of infiltrator drain and one 36"x36"x60"
standard catch basin connected by 8" diameter pipe.
Section C
Footings and Foundation
Given:
Snow Load = 35jsf
Dead Roof Load: 15jsf
Weight of Concrete: 148*1flft^3
Minimum Concrete Strength = 3000lsi
Load Bearing Capacrty of Soil :1500jsf
Rebar strength : 60,000jsi
Footing
ID
Total
Loading
Area or
width
Required
Thickness Reinforcement
FI 2564 pfl 22 in 10"(4)#4
F2 504 plf 16 sq.ft.8"(2')#4
Initials:
Section D
Post and Beam Sizing
Given:
Snow Load = 35jsf
Dead Roof Load = 15jsf
Live Floor Load : 50jsf
Dead Floor Load: l5jsf
D.F. Sel. MOE - 1.6E6jn^4
D.F. Sel. Fv: 170jsi
LPP WL40 MOE:9E5 in^4
LPP WL40 Fv: 1253si
Calculations for wood member sizing were performed using the BeamChek,
structural engineering software package or BC-Calc*. Output files are
available on Request. Member sizes are called out on the plans.
Member
ID
Total
Loadins
Span Trib.Size Species Grade
C1 4,950 lb 12fr $) 2x6 DF Sel
RRl 50 psf 19.5 ft 1.4 fr ll 718 BCI 6000
RR2 50 psf r1 ft 1.4 ft 2xl2 DF I
FJl 65 psf 19.5 ft 1.4 ft ll 7lg"BCI 60
FJ2 65jsf
plus chair
load
19.5 ft r.4 ft 117/8"BCI 90
FJ3 65 psf 14ft r6"ll 718'BCI 60
Initials: /e
Section E
Seismic and \ilind Loading
TYind Analvsis
Given:
Side Framed Elevation Vertical Projection: 1166 trz
Solution:
Wind Pressure from UBC Tables:
/ r,wp=[n.s 4+s.s 4
\ -ft' -.ft'
Seismic An4lvsis
Given:
/ ^\
V02 _ft' )=14,953 _lb
Lat. 43.8 (approx.)
Lon. -111.8 (approx.)
Solution:
Structure weight above ground:
Wall Area = l4l0 trZ
floo - ft+to -'q.i.trs -psf)= zL,r50 *tb
Roof Weight
. (tost ft'\.roof -
li,mf, )$s _rsf)=16,27e _tb
Upper Floor
Jloor = (1053_sq.ft.frs _ptf)=t5,795 *tb
Total Weight :53,224 lb
"bt
Spectral Response at Given Location From tlBC Contours = 2Ao/o of
G. (worst in vicinity)
Sor :2/3 FvSr
Fv:2.0 from UBC Table 1615.1 .2(2)
Sor : 2/3 (2.0)(0.2; = 9.3
v =(tz\so,{f)
R:6 from Table 1617.6
v =Qz\ot\ff)=,,,n,-,,
14,953 > 3,193 Therefore, Wind Governs
Shearwalls:
Given the lateral loading of 14,953_lb. and a resisting wall length of 39_ft.
The shear loading is 383 lb/ft. From UBC tables, use 15/32" structural
sheeting with 1_3/4" 16 gauge staples @3" O.C.
?b
Section F
Parking Lot Drainage
Calculations by L.Dean Martineau, Team Member
DRAINAGE CALCULATIONS
Given:The calculation of runoff from the project site (and the sizing of the
drainage pipe) is determined using the hydrograph for Rexburg, lD.
Required. Galculate drainage using the RATIONAL METHOD, Q = kiA in ac-
in/hr. Parking area = 6,182 sf, i = rainfall intensity in inches/unit of
time for a 25 vear storm,
Rainfall intensity for a t hr. duration 2S-year storm is 0.9 inches
according to the hydrograph used. These values are a good average
within the Rexburg city limits. From the unit hydrograph, use a J0 minute
duration (2.9 inches/hr) for sizino pipes and 24 hr. duration (0.08 in/hr) for
the drain field using the 1-hr, 25 year storm curve from the Rexburg
Hydrograph.
The drainage zone consists of the asphalt and concrete areas which will
be used as parking areas. Drainage from the existing structures will be
collected by rain gutters and down spouts and directed toward the grassy
areas. The parking lot drainage is collected into a catch basin (36"x 36" x
60" deep). The pipe connecting the catch basin to the infiltrator is sized
below.
The permeability coefficient used for calculating the run-off is 0.95
for asphalt and concrete surfaces,
The runoff area for asphalt and concrete surfaces = 6,182 sf
Using the 2.9 in/hr (ivalue) for sizins pipes,
Runoff flow per hour = [(0.95X6,182sf)l(2.9112ft)(7.48 gal/cf) = 10,61G
galfonslhrl or 177 gpm after time of concentration.
$ize the pipe lateral between catch basin and the infiltrator (Using
the Manning equation),
Q = AV, with A = 3.14d214, A = 0.3S sf (try using an g" dia. pipe)
V = 1.49/n (R)"(S)t", using 8" corrugated steel pipe (n = 0.024),
and the slope of 0.25 (using the 4' depth of the catch basin and a
16' length of pipe.
V = (1 .4910.O24)(0.671q2t3(0.25)t'' = 9.66 fUs (maximum)
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Therefore,
Q = AV, and A = QA/, then the min. cross-sectional area required= 177 gpm / 448 gpmlcfs = 0.40 cfs/9.66 fps = 0.04 sf, which is
fess than the area ter a 4" dia. pipe. Use an 8" dia. pipe for easy
maintenance.
Calculate the size of the drain field needed (using the 24 hr. factor
(0.08 in/hr) or 1.92 in.
y = (0.08 inX24 hr)(1 ft112 in)(6,182 s0 = 989 cf (per day-
minimum) from the parking area.
The design uses a percolation rate of 8'/hour for the soils, which is a
much safer design value than what was given. The infiltrator system area
is (7.12'long x 5.25'wide x 3.5'deep);
the combined percolation area would include the walls and bottom of the
trench.
The combined percolation area would be (2)(7.12'X3.5') + (7.12'\(5.25) =
87.2 st.
(the designed system would be able to accommodate a volume of
(87.2 s0(0.67 ft)(24) = 1,402 cf per day,1,4O2 > 989, okay
l0
tlritiil", b
Appendix A
ComCheck Certification
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Owner/Agent:
James Allen
Rexburg, lD
Rexburg, ldaho
6b
Designer/Contractor:
Ray McDougal
Southfork Design Group
1066 N.
Rexburg, lD 83440
852€236
ray@southforkengi neering. com
BuildingTypeforEnvelopeRequirements: Non-Residential
Vertical Glazing / Wall Area Pct.: 5Yo
Acttuity Typds)
Healthcare-Clinic
Retail
Section 3: Requirements Ghecklist
FloorArea
1955
1 185
frfv coMcheck software version 3.e.0
l' V I Envelope Compliance Gertificate
rtl
-
2009 lEcc
Section 1: Project Information
Project Type: New Construction
Project Title : Jarnes Allen Dental Office
Construction Site:
72N lstE
83440
Section 2: General Information
Building Location (br weather data):
Climate Zone:
Component Name/Descrlption Gross Gavity
Area or R-Value
Perlnreter
Cont, Proposed
R'Value U.Factor
Budget
Ufacto(a)
West Wall: Solid Conc,retsS" Thickness, Normal Density, Funing:
Wood, Wall l-lt 8.0, Depth B.c. 6.0
Windorv 1: Vinyl Frame:Double Pane with Low-E, Clear, SHGC
0.29. PF 0.04
South Wall: Solid Concrete:8" Thickness, Normal Density, Funing:
Wood, Wall Ht 8,0, Depth B.G. 6.0
west main wall; Wood-Framed, 16'o.c.
south main wall: Woodframed, 16" o.c.
\Mndow 1 cqy 1: Vinyl Frame:Double Pane with Low-E, Clear,
SHGC 0.29, PF 0.04
\Mndow 1 copy 2: Vinyl Frame:Doubte Pane w[h Low-E, Clear,
SHGC 0.29, PF 0.03
Wndow 1 copy 3: Vinyl Frame:Double Pane with Low-E, Clear,
SHGC 0.29, PF 0.20
Wndow 1 copy 4: Mn/ Frame:Double Parre with Lorv-E, Oear,
SHGC 0.29, PF 0.20
Wndow 1 cqy 5.Mnyl Frame;Double Pane wlth LowE, Clear,
SHGC 0.29. PF 0.20
Wndow 1 copy 6: Vinyl Frame:Double Pane with LonpE, Clear,
SHGC 0.29, PF 0.20
South Upper Wall: Wood-Framed, 16" o.c.
156
16
0.075
0.350
0.350
0.350
0.061
0.108
0.350
0.108
0.051
0.051
0.350
0.350
0.350
0.350
0.350
0.350
0.051
448 U.A
156 22.0
448 22.A
15
0.0 0.075
0.0 0.061
0.0 0.061
0.350
0.350
0.350
0.350
15
4
4
4
4
364
Project Title: James Allen Dental Office Report date: 03n6112
Page 1 of 12Data flename: C:\Users\Uncle Dewey\Documents\engineeringladdition.cck
22.0
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East UpperWall: Wood-Framed, 16" o.c.
Roof 1; Attic Roof with Wood Joists
195
1092
22.0
48.0
0.061
0,021
0.0
0.0
0.051
0.027
{a) Budget U-factors are used for softrvare baseline calculations ONLY, and are not @de requirements.
Air Leakage, Component Gertiftcation, and Vapor Retarder Requirements:
E 1. All joints and penetations are caulked, gasketed or coversd with a nroisture vapor-permeable wrapping material installed in accordance
with the manufacfu re/s installation instruclions.
g 2. Wndows, doors, and slqflights certified as meeting leakage reguirements.
g 3. Comnonent R-values & U-factors labeled as certified.
g1 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
g3 5. 'Othet' components have supporting documentation for proposed U-Factors.
g 6. lnsulation installed according to manufacturer's insfuctions, in substantial contact with the surfae being insulated, and in a manner that
achieves lhe rated R-value without compressing the insulation.
g 7. Stair, elevator shafi vents, and other outdoor air intiake and exhaust openings in the building envelope are equipped with motorized
dampers.
g 8. Cargo doors and loading dock doors are weather sealed.
p 9. Recessed lighting fixtures installed in the building envelope are Type lC rated as meeting ASTM E283, are sealed with gasket or caulk.
g lO.Building entrance doors have a vestibule equipped with self-closing devices.
Exceptions:
E Building entrances with revolving doors.
E Doors not intended to b€ used as a building entrance.
E Doors thal open directly from a space less than 3000 sq. ft. in area.
I Doors used primadly to facilltate vehicular movemont or materials handling and adjacent personnel doors.
I Doors opening direc.tly ftom a sleeping/dwelling unit.
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this do4ment is onsistent with the building plans, specifications
and other calculations submited with this permit application" The proposed envelope system has been designed to meet the 2009 IECC
Project Tide: James Allen Dental OfiiceData fi lename: ClUsers\Uncle Dewey\Documents\engineering\addition.cck Report date: OUM|1?
Page 2 ot 12
l{
lftt coMcheck software version 3.e.0
I' V I lnterior Lighting Gompliance
l-:-l Gertificate
2009 rEcc
$ection 1: Project Information
Project Type: New Gonstruction
Project Title : James Allen Dental Office
Construction Site:
72NlstE
83440
Owner/Agent:
James Allen
Rexburg, lD
Designer/Gontractor:
Ray McDougal
Southfork Design Group
1066 N.
Rexburg, lD 83440
852€236
ray@southbrkengineering. com
$ection 2: Interior Lighting and Power Galculation
A
Area Cat6gory
B
FloorArca
CD
Allowed Allor'ved Watts
(ffi) wansrfril (Bxc)
Heafthcare4linic
Retail
1 1955
1.5 1778
1955
1185
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Section 3: Interior Lighting Fixture Schedule
Toial Alloured Watts'
BC
lamps/ # of
Flxture Fixtures
A
Flxture lD : Deecriptlon / tamp / Wattage Per lamp / Ballast
D
Fkturc
Watt.
E(c xD)
Healthcare-Clinic (1 955 sq.ft .)
Incandescent 1 : Incandescent100W
Llnear Fluorescent 1: 48" T12 40W / Eectronic
Retail (1185 sq.ft.)
Linear Ffuorescer*2: 48" T12 4OW / Electronic
Total Proposed Watts = 3540
Section 4: Requirements Ghecklist
Lighting Wattage:
p 1. Total proposed watb must be less than or equal to total allowed watts.
AllorryedWatts ProposodWatb Compliee
3733 3540 YES
Controls, $witching, and Ylliring:
g 2. Daylight zones under slqylights nnre than 15 feet ftom the perirneter have lighting contrcls separate fiom daylight zones adjacent to
vertical fenestration.
g 3. Daylight zones have individual lighting controls independent ftorn that of the general area lighting.
&cqptlons:
[J Contiguou$ daylight zones spanning no more ihan two orientations are allored to be @nholled by a single controlling device.
I Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtuFs are not required to have a
separate switcfi for general area lighting.
13
16
1
2
2
100 1300
80 1280
80 960
Project Title: James Allen Dental Offce
Data fi lename: ClUsers\Uncle Dewey\Documents\engineering\addition.cck
Report date: 03/06/12
Page 3 of 12
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[ 4. lndependent controls for eaoh space (switch/occupancy sensor),
Exceptions:
f,l Areas designated as security or enrergency areas that must be continuously illuminated.
g1 Lighting in stairways or conidors that are elements of lhe means of egress.
5. Master switch at entry to hoteumotel guest room,
6. lndividual dwelling units separately metered,
7. Medical task Dghting or arUhistory display lighting claimed to be exempt from compliance has a control device independent of the control
of the nonexempt lighting.
g 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either
controlling all luminaires, dual switching of altemate rows of luminaires, altemate luminaircs, or aftemate lamps, switching the middle
lamp luminaires independently of other lamps, or switching each luminaire or each lamp.
Exceptions:
I Only one luminaire in spaoe.
n An occupant€ensing devicecontrols the area.
fl The arca is a conidor, storercom, restroom, public lobby or sleeping unit.
[ fueas that use less than 0.6 Watt$sq.ft.
g 9. Automatic lighting shutoff control in buildings largerthan 5,000 sq.ft.
Exceptions:
I Sleeping units, patient care areaa; and spaces udnre automatic shutoff would endanger safety or security.
g l0.Photoell/ashonomical time switch on exterior lights.
Exceptions:
g Lighfing intended for 24 hour use.
g 11.Tandem wired one.lamp ard three-lamp ballasted luminaires (No singleJamp ballasts).
Exceptions:
f] Electronic higtFfreguency ballasts; Luminaires on emergenry circuits orwith no available pair.
Section 5: Gompliance Statement
Compliance Statement: Tbe prcposed lighting design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed lighting system has been design€d to meet the 2009 IECC
requirements in the Requirements Checklist.
Project Title: James Allen Dental O'ffice
Data fi lename: C:\Users\Uncle Dewey\Documents\engineering\addition.cck
Report date: AU06l12
Page 4 ot 12
requiremenb in COMcheckVersion 3.9.0 and to comply with tte
Date
GOMcheck Software Version 3.9.0
Construction Site:
72N1stE
83rt40
Owner/Agent:
James Allen
Rexburg, lD
Designer/Contractor:
Ray McDougal
Southfork Design Group
1066 N.
Rexburg, lD 83440
852S236
ray@southforkengineering. com
A
Exterior Arsarsurfaco
B
Quantity
Exterior Lighting Gompliance
Certificate
2009 tEcc
Section 1: Project Information
Project Type: l{ew Constructlon
Project Title : James Allen Dental Office
Exterior Lighting Zone: 2 (Residential mixed use area)
Section 2: Exterior Lighting Area/Surface Power Calculation
CD
Allowed Tradable
Watts Wattage
/ Unlt
EF
Allowed Proposed
Watte Watts
(BxC)
O,ther door (not main entry)0 ft of door width 2A Yes 0
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Total Tradable Watts* =
Total Allowed Wattrs -
Totral Allowed Supplemental Watts** =
* Wattage tradeofis arc only alkmred between kadable areadsurfaces.* A supplemental allowance equal to 600 watts may be applied toward compliance of both non-fadable and tradable areas/surfaces.
Section 3: Exterior Lighting Fixture Schedule
00
0
600
CD
* oI Flxture
Fbctures Watt.
A
Flxture lD : Decription / Lamp / Ytlattage Per tamp / Ballast
B
lamps/
Fixturo
E(cxD)
Other door (not main entry): Tradable Wattage
Total Tradable Proposed Watts c 0
Section 4: Requirements Ghecklist
Lighting Wattage:
63 1. Wthin each non-lradable area/surface, total propos€d u/atts must be less than or equal to total allcryved watts. Acrogs all badable
areas/surfaces, total proposed watts must be less than gr equal to total allowed watts^
Gonrpllance: lnvalid exterior use quantity
Controls, Switching, and Wiring:
g 2. All exemption clairns are associated with fixtures that have a contrrol device irdependent of the control of the nonexempt liglrting.
p 3. Lighting not designated for dusk-todawn operafion is controlhd by either a a photosensor (with time switch), or an astronomical time
switctr.
g 4. Ughting designaled fot dusk-todawn operation is controlled by an astmnonlcal time switdr or photosensor.
g 5. All time switches are capable of reiaining programming and the time setting during loss of power for a period of at least 10 hours.
Exterior Lighting Efficacy:
Project Title: James Allen Dental Offce
Data filename: C:\Users\Uncle Dewey\Documents\engineeringbddition.cck
Report date: 03106l'12
Page 5 of 12
g; 6. All exterion building grounds luminaires that operate at greater than 100W have minimum effcacy of 60 lumen/watt.
Exceptions:
D Lighting that has been claimed as exemptand is identified as such in Sec{ion 3 table above.
Q Lighting that is specifically designated as required by a heafth or life safety statue, ordinanae, or regulation.
I Emergency lighting that is automatically ofiduring normal building operation.
g Lighting that is contolled by motion sensor.
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Project Title: James Allen Dental ffice
Data fi lename: ClUsers\Uncle Dewey\Documents\engineeringbddition.cck
Report date: O3l0F/12
Page 6 of 12
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COMcheck Software Version 3.9.0
Construction Site:
72NlstE
83440
Owner/Agent:
James Allen
Rexburg, lD
Designer/Contractor:
Ray McDougal
Southfork Design Group
1066 N.
Rexburg, lD 83440
852€236
ray@southforkengineering.com
Projeci Title: James Allen Dental Office
Data ft lename: C:\Users\Uncle Dewey\Documents\engineering\addition,cck
Mechanical Compliance Certificate
2009 tEcc
Section 1: Project Information
Project Type: New Construclion
Project Title : James Allen Dental Office
Section 2: General Information
Buitding Location (for weather datra): Rexburg, ldaho
ClimateZone: 6b
Section 3: Mechanical Systems List
Quantlty System Type & Description
1 HVAC System 1 (Single Zone) :
Heating: 1 eacfi - Ducf, Fumace, Gas, Capacity = 100 kBtu/h, Effciency = 80.007o Ec
Section 4: Requirements Checklist
Requirements Speciftc To: HVAC System I :
g 1. Equipment minimum efficiency: Duct Fumace (Gas): 80.00 % Ec
Generic Requirements: Must be met by all systems to which the requirement is applicable:
E 1. Plant equipment and system capacity no greater than needed to meel loads
Exception(s):
tr Standby eguiprnent automatically off when primary system is operating
n Muftiple units oontsolled to sequence operalion as a function of load
g 2. Minimum ore temperafure control device per system
g 3, Minimum one humidity control devhe per installed humidification/dehumidification system
g 4. Load calculations peTASHMBACCA Standard 183.
g 5. Automatic Controls: Setback to 55'F (heat) and 85'F (cod); Tday clock, 2-hour wupant ovenide, 10.hour backup
Exception(s):
tr Continuouslyoperatingzones
tl 2 kW demand or less, subrnit calculations
D 6. Outside-air source for ventilation; system capable of reducing OSA to required minimum
E 7. R-S supply and refum air ducl insulation in unconditioned spaces
R{ supply and retum air duct insulation outside the building
R{ insulation between ducts and the building exterior when ducts are part of a buitding assembly
Exception(s):
fl Ducts lo€ated within equipfrFnt
B Ducts with inte.ior and exterior temp€ratur€ difference not exceeding 15"F.
g 8. Mechanical fasteners and sealants used to connec't duc'ts and air distributlon equipm€nt
g3 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seam$ on all ducts; UL 181A or 1818 tapes and mastics
Report date: OglOGll2
PageT of 12
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Exception(s):
fl Continuously welded and locking-type longifudinaljoints and seams on ducts operating al static pressures less than 2 inches w.q.pressure classifi cation
g3 10. Hot water pipe insulation: 1 .5 in. for pipes <=1 .5 in. and 2 in. for pipes >1 .S in.
Chilled waterlrefrigeranVbrine 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 >1.S in.
Exception(s):
A Piping within HVAC equipment.
O Fluid temperatures between 55 and 105'F.
tr Fluid not heaied or oooled wifi renewable energy.
n Pipirg within roorn fan-coil (wi& AHRlzt4o rcting) and unit ventilators (with AHRI&40 rating).
tr Runouts <4 ft in length.
g ll.Opetation and maintenance manual provided to building owner
p l2.Balanclng devices provided in accordance with IMC (2006) 603.17
g 13.Demand control ventilation (DCV) present for high desigrn occupancy areas (>40 persorV1000 ft2 in spaces >500 @) and served by
systems with any one of 1) an air-side economizer, 2) automatic modulating conbol of the outdoor air damper, or 3) a design oudoor
airflow greater than 3000 cfrn.
Exception(s):
tl Systems with heat rocovery.
tr Multiple-zone $ystems without DDC of individual zones communicating with a central control panel.
E Systems with a design outdoor airflow less than 120Q cilm.
B Spaces where the suppfy airflow rate minus any makeup or oulgoing hansfer air requirement is less than 1200 cfrn.
g l4.Motorized,automaticshutoffdampersrequiredonexhaustandoutdoorairsupplyopenings
Exception(s):
tr Gravity dampers acceptable in buildings <3 stories
tr Gravity dampcr$ acceptable in systems with outside or exhaust air flow rates less lhan 300 cftn where dampers are interlocked
with fan
g ls.Automatic controls for fteeze protiection systems present
p 16. Exhaust air heat recovery included for systems 5,000 cfrn or greater with more than 70% outside air fraction or specifically exemptedException(s):
D Hazardous exhaust systems, commercial kitchen ard clothes dryrer exhaust systems that the Intemational Mechanical Codeprohibils the use of energy re@v€ry systems.
tr Systems soMng spaces that are heated and not cooled to less than 60"F.
tl 'l/vhere more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar 6nergy.
tr Heating systems in climates with less than 3600 HDD.
D Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64"F.
tr Systems requiring dehumidification that empftry energy recovery in series with the cooling coil.
U Laboratory fume hood exhaust systems that have ei*pr a variable air volume system capable of rcducing exhaust and makeup airvolume to 50 percent or less of design values or, a separate make up air supply meeting th6 following makeup air requirements:a) at least 75 percent of exhaust flow rate, b) heat€d to no nrore than 2'F below room setpoint temperature, c) cooled to no lower
than 3'F above room setpointlempereture, d) no humidification added, e) no simultaneous heating and cooling.
Eectisn 5: Compliance $tatement
Co/t pliance Statement: The proposed medranical design represented in this document is consistent with lhe building plans, specifications
and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2OOg IECC
requirements in COMcheckVerslon 3.9.0 and to cornplywith tre mandatory requirements in the Requirements Checklist.
Name - Title Signature Date
Section 6: Post Construction Compliance Statement
D HVAC record drawings of the ac,tual installation, system capacities, calibratinn information, and perfrcmance data for each equipmentprovided to the owner.
fl HVAC O&M documents for all mechanical equipment and sy$tem provided to the o\wner by the mechanical conlractor.
tr Written HVAC balancing and operations report provided to the owner.
The above post constructign requirements have been compteted.
Project Tifle: James Allen Dental Office
Data filename: C:\Users\Uncle Dewey\Documents\engineeringladdition.cck
Report date: 0A06112
Page 8 of 12
Principal Mecianical Designer-Name
Project Title: James Allen Dental Ofhce
Data fi lename: CiUsers\Uncle Dewey\Documents\engineering\addition.cck
Date
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COMcheck Software Version 3.9.0
Mechanical Requirements
Description
2009 rEcc
The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical ComplianceCertificate.
Requirements Specific To: HVAG System 1 :
1 . The specified heating and/or cooling equipment is covered by the ASHME 90.1 Code ard must meet the follouing minimum effciency:
Duct Fumace (Gas): 80.00 7o Ec
Generic Requirements: Must be met by all systems to which the requirement is applicable:
1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing
both heating and cooling must safisry this provision for one function with the capacity for the other function as srnall as possible, within
available equipment options.
Exception(s):
- The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be
automatically controlled to be ofi when the primary equipment and/or system is opratirg.- Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided
with controls to sequence operation of the units as the load increases or decreases.
2. Eadr heating or cooling system serving a single zone must have its own ternperature control device.
3. Each humidification system must have its orn humiditycontrol device.
4. Design heating and cooling loads for the building must be determined using procedures in the ASHME Handbook of Fundamentals or
an approved equivalent calculation procedure.
5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:
a) capable of setting back temperaturc to 55"F during heating and sefting up to 85"F during cooling,
b) capable of automaticalty setting back or shutting down $ystems during unoccrrpied hours using 7 different day schedules,
c) have an aocessible 2-hour occ,upant ovenide,
d) have a battery back-up capable of maintaining programmed settings for at least 10 hours withoul power.
Exception{s):
- A setback or shutofi control is not required on thennostats that ontrol systems serving areas that operate continuously.- A setback or shutofi control is not required on systems with total energy dsmand of 2 kW (6,826 Btu/h) or less.
6. The system must supply outside ventilation air as required by Chapter 4 of the Intemational Mecfianicat Code. lf the ventilation system
is des(1ned to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air
flow b the minimum required levels.
7. Air ducts must be insulated to the folloirring levels:
a) Supply and refum air ducts for conditioned ah located in unconditioned spaces (spaces neither heated nor cooled) must be insulated
with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.
b) Supply and retum air ducts and plenums must be insulated to a minimum of R-8 wtren located outside the building.
c) When ducts are located within exterior componenk (e.g., floors or roofs), minimum R€ insulation is required only between the ducl
and the building exterircr.
Exception(s):
- Duct insulation is not required an ducts located within equipment.- Duct insulation is not required when the design temperature difference between the intedor and exterior of the duct or plenum does
not exceed 15"F.
8. Mechanical fasteners ard seals, ma6tics, or gask€t$ must be used when connecting ducts to fans and other air distribution equipnFnt,
including muftiple-zone terminal units.
9. Alljoints, lor€itudinal and tran$verse seams, and connections in ductwork must be securely sealed using weldments; mechanical
fasteners with seals, gaskets, or mastics; mesh and mastic sealing system$; or tapes. Tapes and mastics must be listed and labeled in
accordance with UL 181,{ and shall be marted '181A-P' for pres$ure sensitive trape, '181A-M'for mastic or'181A-H'br heat-sensitive
tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall omply with UL 1818 and shall be marked'181B-FX' icr pressure.sensitive tape or'1818"M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts.
Exception(s):
- Continuously welded and locking-type longitrrdinatjoinb and seams on ducts operating at static pressures les than 2 inches w.g.pressure classifi cation.
10. All pipes serving spae-conditioning systems must be insulated as follows:
Hot wabr piping for heating systems:
Project Title: James Allen Dental Oftice
Data fi lename: C:\Users\Uncle Dewey\Documents\engineerirg\addition.cck
Report date: 03106112
Page 10 of 12
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1 112in, for pipes <='l 1121n. nominal diamoter,
2 in. for pipes >1 'll2-in. nominal diameter.
Chilled water, reftigerant, and brine piping systems:
1 112in. insulation for pipes <=1 112-in. nominal diameter,
1 1nin. insulation for pipes >1 112-in. nominal diameter.
Steam piping:
1 1f2in. imulation for pipes <.'l 112-in. nominal diameter,
3 in. lnsulation for pipes >1 1/2jn. nominal diameter.
Exception(s):
- Pipe insulation is not required for factorltuinstalled piping within HVAC equipment.
- Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55"F and 105'F.
- Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels orelectric power.
- Piping within roorn fan-coil (with AHRI440 rating) and unit ventilatom (with AHR|840 rating).
- Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in dhmeter between the control valve and HVAC
coil.
11. Operation and mainlenance documentation must be provkled to the own6r that includes at least the following information:
a) equipment capacity (input and output) and required maintenance actions
b) equipment operation and maintenance nranuals
c) HVAC syslem conhol maintenance and calibration information, including widng diagrams, sch€matics, and contol sequen@
descriptions; desircd or felddetermined s€t points must be permanently recorded on conhol drawings, at confd devices, or, ion digitral
contrcl $ystems, in programming comments
d) complete nanative of how each system is intended to operate.
12. Balancing devices proMded in acmrdance with IMC (2006) 603.17.
13. Demand control ventilation (DCV) required for high design occupancy area6 (>40 person/1000 @ in spaces >500 @) and served by
systern$ with any one of 1) an air-side economizer, 2) autonatic modulating ontrol of the outdoor air damper, or 3) a design outdoor
airflour greater than 3000 cfm.
Exception(s):
- Systems with heat recovery.
- Multiple-zone systems witfiout DDC of individual zones communicating with a central control panel.
' Systems with a desQn outdoor airflovr, less than 1200 cfrn.
- Spaces where the supply airffow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfrn.
14. Outdoor air supply and exhaust slatems must have motorized dampers that automaticals shut when the systems or spaces served are
not in us€. Dampers mus* be capable of automatically $hutting off during preoccupancy building warm-up, oooldorlrn, and setback,
except whBn ventilation reduces enetgy costs (e.9., night purge) orwfren ventilation must be supplied to meet code requirements, Bolh
outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfmlfr2 at 1.0 in w.g. when tested in accordance
with AMCA Strandard 500.
Exception(s):
- Gravity (rcn-motorized) dampers are acceptable in buildings less than three stories in height.
- Systems with a design outside air intake or exhaust capacity of 300 cfin (140 Us) or less that are equipped with motor operateddampec that @en and dose when lhe unit is energized and de-energized, rcspectively.
15. All fteeze protection systems, induding self*egulating heat tracing, must indude automatic controls capabte of shutting offthe
systems when outside air temperafuree are above 40"F or when the conditions of the protected f,uid will prevent fteezing. Snorv- and
ice-mefting systems must include automatic controls capable of shufting ofi the systems when the payement temperature is above
6O'F and no precipitation is falling, and an automatic or manual control that will allow shutofi when the outdoor temp€rature is above
40"F.
16. lndividual hn systems with a design supply air capaclty of 5000 cftn or greater and minimum outside air supply of 70 p€rcent or gr€ater
of the supply air capacity must have an energy rcovery system with at leasl a 50 percent effec'tivencss. \A/here coding with outdoor air
is required there is a means to bypass or control the eneryy recovery $ystem to permit cooling with outdoor air.
Exception(s):
- Hazardous exhaust systems, commercjal kitctren and clothes dry6r exhaust systems that the Intemational Mechanhal Code prohibits
the use ofenergy recovgry systems.
- Systems seMng spaces that are heated and not cooled to les$ than 60"F.
' Wher€ mors than 60 percent of ihe ouidoor heating energy is provided from site-reovered or site solar energy.
- Heating $ystems in dimates with less than 3600 HDD.
- Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64"F.
- Systems requiring dehumidification that employ energy recovery in $erios with the coling coit..
' Laboratory fume hood e*taust systems that have either a variable air volume system capable of reducing exhaust and makeup airvolume to 50 p€rcent or less of design values or, a separale make up air supply meeting the following makeup air requirements: a)
Projed Title: James Allen Dental Offfce Report date: 03106112
Page 11 ot 12Data fi lename: ClUsers\Uncle DeweylDocuments\engineering\addition.cck
at least 75 percent of exhaust flow rate, b) heated to no more than 2"F betow room setpoint temperature, c) cooled tg no lower than
3'F above room setpoint temperatufe, d) no humidification added, e) no simultaneous heating and coollng.
Project Title: James Allen Dental Office
Data fi lename: ClUsers\Uncle Dewey\Documents\engineoring\addition.cck
Report date: A3106112
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12- t\ t
BeamChek v2009 licensed to: Ray McDougal, PE. Reg # 303*67201
James Alan Dental Office Beam Across Hallway (old sec)
Date: 8130112
Selection
Conditions
Data
Attibutes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
2x 1O DF-L #1 Lu = 0.0 Ft
NDS 2OO5
Min Bearing Area R1= 3.8 in2 R2= 3.8 in2 (1.5) DL Defl= 0.04 in
Beam Span
Beam Wt per ft
Bm Wt Included
Max Moment
TL Max Defl
LL Max Defl
Reaction 1 LL
Reaction 1 TL
Maximum V
Max V (Reduced)
TLActualDefl
LLActualDefl
6.3 ft
6.74 #
42#
3754',#
LI24O
L/360
1654 #
2384 #
2384#
1800 #
Lt 824
L / >1000
Reaction 2 LL
Reaction 2 TL
1654 #
2384#
Uniform LL:525
R1 = 2384
I
\
\
',.
WIIAT tt UND€R
A /-2llooz (
42.78
40.96
OK
96%
27,75
15.00
OK
54o/o
0.09
4.32
OK
29o/o
0.06
0.21
OK
260h
180
180
1.7
1.7
625
625
CF Size Factor
Cd Duration
Cr Repetitive
Ch Shear Stress
Cm Wet Use
1,100
1.00
1.00
1.00
1,00
N/A
1.00
1.0000 Rb = 0.00 Le = 0.00 Ft
UniformTL: 750 =A
ffi
spAN = 6.3 FT
R2--12384
Uniform and partial uniform loads are lbs per lineal ft.
t
AI- Zxlcis 1,,""4€^- VuoE
Done NAnn
12 00rr9
Allen Dental Office
04/IIt20I2
Routing:
John Millar (Please review by Friday, April 13)
Please check the following:
Yes NA
F n Sewer Hookup Fees
8 n Water Hookup Fees
n V Other
V n Return checklist to Amanda Saurey
Please provide calculations for required fees and additional notes:
N{,d; t* €..,
I np7" + (.-,
Ertcr< Q-aer *',h
'r
afq.rb*. / C,)
JrP* fi,
L a- li 'n7
Ztz /-
6"4:.
\e O y'rns l-17-v,-/(-'./7-,
12 00118
Allen Dental Office Site Plan
Routing:
DoY NA
VN Joel Gray (Please review by Thursday, March 29)
Please complete the following:
NA
I Review Plans
I Enter Notes for the applicant under Submittals
n Update status in the Approvals tab
Dong
{
E
d
Y n Return building plan to Amanda Saurey
Thank you,
Amanda Saurey
L2 00L19
Allen Dental Office
03129112
Routing:
oor/ NA
dn Bret Stoddard (Please review by Tuesduy, April 3)
Please complete the following:
Done NA
{ r Review Plans
il I Enter Notes for the applicant under Submittals
E I Update status in the Approvals tab
/
d I Return building plan to Amanda Saurey
Thank you,
Amanda Saurey
Donetr
Done N\_Luj, L
I
r,l-'t{ L
fr
\fr r
rL
.TFrI
Notes:
12 00118
Allen Dental Office - Revisions
0412012012
Routing: Office Copy
Natalie Schneider (Please review by Tues duy, April24)
Please complete the following:
n Review Plans
Enter Notes for the applicant under Submittals
Red Lines? (Amanda will transfer red lines to all copies)
Update status in the Approvals tab
Return Site Plan & checklist to Amanda Saurey
n
T
T
T
NA
n
eNA
t2 00119
Allen Dental Office - Revisions
04t20t20r2
Routing: Office Copy
Dony' NA(n Jon Berry (Please review by Tues duy, April}*)
z,o
Please complete the following:
{o
Review Plans
Red Line Notes? (Transfer notes to both job site copy & office copy)
Enter Notes for the applicant under Submittals
Update status in the Approvals tab
Return building plans and this checklist to Amanda Saurey
{n
(n
Notes:
Done NA(n
n(
Done NA
Fn
12 00118
Allen Dental Office
04lrLl20r2
Routing:
Keith Davidson (Please review by Friday, April 20)
Please check the following and provide calculations if fee is required:
Yes NA
X E Front Footage Water Fees
n F Front Footage Sewer Fees
I E Storm water Fees
I m Other
F ! Return checklist to Amanda Saurey
Notes: E"nf,^; utJ;^3
NA
!
NDoner
12 00119
James Allen Dental office Remodel & Addition
Routing:
1 ! Jon Berry (Please review by Friday rMarch23)
Qt.ur",or'; Eeol .
Please complete the following:
Done NA
I n Review Plans
! f Enter Notes under Submittals and Approvals
I f Return building plan to Amanda Saurey
Thank you,
Amanda Saurey
12 00118
Allen Dental Office Site plan
Routing:
NAr Natalie schneider (Please review by wednesday, March 2g)
Please complete the following:
Thank you,
Amanda Saurey
Done
$
Dgne NA
\rfr nFt Ll Review Plans,
\rli r
f, l-J -Enter Notes for the applicant under Submittals
I
r.A
F, n Update status in the Approvals tab
& r Return building plan and this check list to Amanda Saurey
FIBE AND SMOKE PROTECTION FEATURES
anoru
ID rro
F:;" : xifi::::,':i :i:f;i:ii: nliil::il[$Tfi:.ffi:i*]l-"11J#::,Tilljtly::.:,.,:- in accordance wi,hsec,ion e03 3 , li"l ". i,sE?;:"",::,:TflilnffiTTl:i#:.$tj#T.xjj#i,:lil!:t[Hfi:il:?ffi,'J"tx,","*1:iiji,it1llii= Openings protected with an
o - r--rrve u'vu5rruur wrur an automatic sprinkler system
i indicated are the nercentao":rf::::::"jjive.assembly in accordance wirh^S".ti* 7OS.S.ZJff : ';ff *.j ::,*. fa."*;;iil;:"?l;'ff ::::Tjn # "*For the requirements ror fire warr:;;;.;::;,li,'rn:"j: wau, per story.
ror openines in a fire wqr r^. ^::f:1::t]ltngs with differing heighis, seesection 706.6.1fr ::r:**:l'-l1it'Ir:;ffi ,6ffi"iJil:H?:"::li#H:,:*"
ffi;,u,:;1,ffi:gil**";;5,1;#ji1trj#:1;',1Ei,.1"t''f"'u percent ror Group R.3 occupanciesY;::::::. openin gs .r'.riffi;,#;,ffij,, :ff#r:'-*'"'r',:ffiff ffi n# ;':"0 *-3 occupancies
il: ffi::l:::::j-:::::'{*ected openings J'Jino'iu",r,,'i,"a ro. Group R-3 ,"",,.,"I'.:tlT,l5reet for Group H-2 and H-3 occupancies.nir***i*f-r*:g*t*it***'r'#t;*l,i"ut: i't **:,:;',m##,;:::Tff;Tle area oropenings i;*-oI;iiiJJ;T;"',,:,:T'il"JffiH':L,Hf,l,trl;1;ccupancies, with anre,"p*u,ion'oi,tncludes.buildings accessory to Group R-3.
bcP''aIlon dlstance of I 0 feet or greater shall noi be limitedIncJudes buitding, ;";;;;; Group R_3.Not applicable ro C-rp U_i, U -2 andH_3occupancies.
Wttrcuut s
a
b,
d.
f.
FIRE SEPARAT]ON DISTANCE(feet)
0 to less than 3b,.
DEGREE OF
ALLOWABLE AREAA
N01 Permirted-
Not Permitted
Not Permitted
Not Permitted
15Vo
Ijnnrotecte.l N^-". _ _, - ,"..ur4rrrNLrru \ur, l\J,,
Unprotected, Sprinklered (Up, S)i
protected (p)
Unprotected- NonqnrinLl^--; /r rD *d\
3 to less than 5d,"
)
UnDrotected q-;- _, "r.,,u\rvr!u \ ur, D,r,
protected (p)-_ __-___ ___:_1
[Jnnroiectcd l\Inn.-;-r-r ^--
5 to less than 10",r
10 to less than 15e,r, c
15Vo
. ___,-.",,sr/arrt^rErsu(ur,_l\5)
Unprotected, Sprinklered /IIp s.Ii
70Voh
25Vo
25Vo
protected (p)
{Jnorotecte.l Nnnon*i-r-r^.- , -._-."r.,,uuwruu \ur, l\u
Unprotected, Sprinklered (Up, S)i
protected (p)--._._-__-::
f]nnrofectcd J\In-.-i-r-r -
ISVoh
45Vo
45Vo
25Vo
75Vo
75Vo
15 to less than 20L e
(ur, t\5)
fJnnrofeetc.l , rr'
protected (p)
unorotected Nnncn.j-l.r^.
20 to less than 25r,c
25 to less than 30r,e
30 or greater
45Vo
NoLimit
NoLimit
7UVo
NoLimit
NoLimit
NoLimit
Not Required
Not Required
.1;,)
UnProtected. Snrint-ro
protected (pl
ljnnrotectcd l\rn----:-r-r ^\ur, t\5)
IT __, "rrlrrvursu \ur, JJ,
Protected (p)
U
Ijnnrofecfed Q__, "r,lxuvruu \ur, Jr.
Protected (p)For SI: I foor = 304.g mm.
CI'IY OF
REXUURG
c\J
Am e ricdi l:ntnib, (:o rtriluni ry
P.O Box 280
35 North 1st East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022Review Action
April20,2012
Permit Number: 12 00118
Project Name: Allen Dental Office -
Project Type: Site Plan Review
Review ltem
Planninifg&ff Revhll',::,tt:,:;,
Approved Site Plan
Parcel#'s RPRRXB10340200
Site Plan
Actions Required for Approval Approved
There must be a fence between properties on 0312612012
the East and on the South, please indicate
what materialthe fence will be made of.
There isn't a trash enclosure location shown on
the site plan. Please indicate where the roll out
dumpster will be stored at.
As per Val Christensen, the parking stalls on
the west side of the parking lot will all need to
be 9x16. The parking stalls on the east side will
all need to be 9x20. All parking stalls are to be
located 10'behind property line. This will
narrow up the aisle width going towards the
south parking stalls, which per Val will be
allowed.
Only one handicap, van accessible stall is
required. However, the aisle must be 8'to meet
code requirements. Per Chapter 5.5 xi.
bumpers are also required where high back
curb is not present.
cltY oF
URG-c\y- -'
A nericu's lanily Conrn un ity
P.O Box 280
35 North 1st East
Rexburg, ldaho 83440
Phone (208) 359-3020
Fax (208) 359-3022Review Action
April20,2012
Permit Number:
Project Name:
Project Type:
Review ltem
12 00118
Allen Dental Office - Site Plan
Site Plan Review
Publir*{lVorkg Revie* .:'
Approved Site Plan
Parcef #'s RPRRXBI0340200
Actions Required for Aooroval
How is snow storage in front yard to be
accessed from the rear parking area? Snow
storage area appears to be inadequate.
Approved
t'"
tl
Plan Checklist for the 2009 InternationalBuilding Code
Project Name:
USE AND OCCUPANCY
TotalArea Allowed after Increase
Plans-Area Shown on
8. Zero Lot Line Buildings see Section 705. For Mezzanines see Section 505.
1. Ctassification as per Sections 302.1 & 303 thru g12 eB2. Incidental use areas see Table 50g.2.5 -/
3. ldentify if mixed occupancy exists. Ves €or No{lt no then skip #3 below.Accessory Space (10o/o or under)
Nonsepeiated Mixed Occupancy as per Section 50g.3. /separated Mixed occupancy as per sec. 50g.2 .4_loent ry on plans FireBarrier walls and/or Horizontar Assemblies includinfthe ratinglf Assembly occupancy exists, is it 750 sq. ft. or lesl as per $ctior' 303.1 or
Tless than 50 occupants as per Section 303.1
/ Covered Malls, see Section 402. Atriums see Sectlon 404. UndergroundBuifdings see Section 405.Motor Vehicle Occupancies, see SectiJn 406. | -2
Occupancies see Section 407. | -3 Occupancies see Section 40g. MotionPicture Projection Rooms see section 409. stages and platforms seesection 410. SpecialAmusement Buildings seebection 411. Aircraft RelatedOccupancies see Section 412. Combustible Storage see Sectio n 413.Hazardous Materials see Section 414. H- Occupahcies see Section 415.Application of Flammabre Finishes see section +to. orying Rooms seeSection 417 . Organic Coatings see Section 419.
HEIGHT AND AREA
1. Area, First Floor , Second Floor , Third Floor ,/2. Area meets requirements as per Table 503 yes y' No3. Height meets requirements as per Tage S0g. ye;;/No
4 Buildings on same Lot? yes _No{lt no then stip #s below.5 Regulated as separate or as one auiuing as perfection b03.1.26. Height modified as per Section 504. Yes Nol/tt yes, sprinklers are req'd.7 - Area modified as per Section 506. Yes- N o:jv"" rc" [n" "r"a providedbelow to calculate increase.
Unlimited Area Buildings see Section 507
,/l
TYPES OF CONSTRUCTION AND FIRE RESISTANCE.
! !."nt'ty the Type of Construction as per Sectio n 602 5bZ. check allowable materialfor Type I and ll buiHirps,as ner sect. 602.2_3. Table 601 - ldentify Building Etement Ratings yz
4' Table 602 - ldentify the Fire Resistance Ratings of Exterior Walls l- +?- . A5. Check Openings in Exterior Walls for compliance with Table 705.8{lf n -U'*.'y',*t
o ;?:i:ffifi:';::,t'il',";[:?3 o'i*",,on 7os2 "/
''rJu''&'*f
7. plgculorSdndow vertical exposure from roof below as per section
705.8.6 / ,/
-8. check that Parapets are not required as per sedion Tos.11 }o
9..2\u Firewalls used or required? yes_ tg_1n no, skip #10 betow.1O' Check Firewalls for Structural Stability_y'_Fire Resistance Rating as per
Table 706.4_Made of Noncombustible Materials(except rype v)_Horizontal Continuity- Vertical Continuity Connection'to Exterior Walls asper Section 706.5.1-Extend to Horizontal Projecting Elements as persection 706.6_ openings (no windows) as per section 706.g checkthat Penetrations meet requirements of section 713_Ducts anoAir Transfer Openings in Firewall meet requirements of Section 705.10. -/11. Are Fire Barriers used or required? (as required by table s0g.4) yes _ No /
-! no skip # 12 below.
F lng"X.Fire Barriers for structural stability Section 707.5.1._Openings
limited to 25o/o of wall._ Maximum opening size of 120 s+ ft. (unlesssprinklered)- Check that Penetrations meet the requirements of Section707 -7- Ducts and Air Transfer Openings meet the iequirements of Section712 and716.
13Af g$rt.Enclosures used or required? yes_ No,/n no skip #14 betow.
;4. snaft Enctosures meet the requirements of SectiofiOg15^1lre Fire Partitions used or required? yes_ No4t no, skip #16 below.
)X 9lyrk Fire Partitions for Structural Stabilffand Continuity as per Section709.4- Dwelling units that are sprinklered are allowed 112-hr. separations
!/ersus t hr.- Check that Penetrations meet the requirements of Section713._
Ducts and Air Transfer Openings meet the requirements of Section 712 and
716._ I
#^|f^**d Ceiling Panels meet requirements as per Sectio n7113.1 1l.lA
F Alt Penetrations in Fire Resistive Walls and HorizontalAssemblies meet the
. requirements of Section 713. I
y{rF^tre Resistive Joint systems rneet the requirements of section TM. N*'7
}oy:t3ry Sq,+!ers in Fire Resistive Assemblies meet the requirements ot'
/able 715.4.^,&
Tftre Doors are Self Closing._
Z.,F+. windows or Glazing conform to section 71s.4 and rable 71s.4,p:. Ftre and Smoke Dampers conform to Section 716.
d. fn. Blocking and Draft Stopping is provided as per Section 717 -(Draft
Stopping is not required at partiiion line in dwelling units with combined space
of less than 3000 Sq. Ft and not required if in sprinklered building with
sprinklered concealed sPaces)
25. Wall aOd Ceiling Finishes meet the requirements of Table 803.5 and Section
go3. / ,/
26. Floor Finish meets requirements of Section 804'/
1.
2.
3.
4.
5.
6.
L
9.
ny@@lr sYSTEM
fs a Fire Protection System required for this building in order to meet area,
height etc. rpquirements?
Yes No / lf no skiP #2 below.
List the type of system that is required
Other requiremehts requiring Fire Protection Systems (check if needed):
Group A (As Per Section 903.2.1)-
Group E (As Per Section 903'2'21-
Group F -1 (As per Section 903.2.3)-
Group H (As Per Section 903'2.4)-
Group | (As per Section 903.2'5)-
Group M (As per Section 903.2.6)-
Group R (As per Section 9032.7)-
Group S -1 (As per Section 903.2.8)-
Group S -2 (As per Section 903'2.9)-
All Buildings except R -3 and U (As per Section 903.2'10)-
Ducts conveying Hazardous Exhausts (As per section 903.2.12.1)-
Commercial booking Operations (As per Section 903.2. 122\-
As per Table 903.2.13-
lf Sprinklers needed as identified in #3 list type of system required.-
lf Sprinklers required by any of the above, Are Monitors and Alarms provided
as per Section903.4?-
lf an Alternative Autornatic Fire Extinguishing System is identified, does it
meet the requirements of Section 904?-
7. Are Fire Alarms required as per sections 907 or 908? Yes- No- if no then
skip #8 below
Do Alarms meet the requirements listed in Sections 907 or 908?
ls smoke control required ?(as per Sections 402,404,405 or 410) Yes-
No- lf yes, see Sections 909.
10. H O-ccupancies may require smoke and heat vents as per Sections 415.6 and
410._
MEANS OF EGRESS ./
1. Minimum height of 7' as per Sectio n 1OO3'2. /- ^ l^
2. Any protrudin-g objects meet the requirements of Section 1003.3. ND'
3. The occupant load shown on plans.l!-A ./
4.zThe occupant load as per calculated by Table 1004'1'2' /
y' Occupani load posted in every assembly occupancy as per Section
./
o. l3?i.3 *th is identiried on plans. -/ -/
1.,/Edress width meets requirements as calculated per Table 1005.1-)'
{ Vt-uttiple means of egress sized so that the loss of any one means of egress
shall not reduce the available egress capacity to less than 50% of total
,rf>quired.
{ Oo., encroachment does not reduce the required egress width to less than
4150o/o required. -(lO)Itteans of egress is illuminated as per Section 1006. -
V\ltuminationLmergency power is shown for means of egress as per Section
1006.3. _ ,/
12. Anenclosed exit stairway is shown. Yes/tto- if no, skip # 13,# 14 and#
;15 below.
$.Enclosed stairway has an area of refuge(as per Section 1007.6). -'r4 Ar"^of refuge has 2 -way communications, instructions and is identified as
zoer Sections 1007.6.3,1007 -6-4 and 1007.6.5. -
L5. Door clear widths are a minimum of 32 " (Accessible 34" min). Except as
allgwed by exception of Section 1008.1 .1 --
2d. Ooori swing in the direction of travel where serving 50 or more persons or in-
,A H OCCupancy. -
l{. Specialty doors meet the requirements of 1008.1'4' -'tA. nil egreis dqla;" have a landing on both sides as per Sections 1008.1.4 and
1008.1 .5. {
1g. Threshold-s are identified as a maximum of /"")igh for swing doors, 3/4"
zfor sliding doors as per Section 1008.1 -6' 1'/
Zd,Sp^". between two doors is less than 48 "(except R2 &R3 non Type A units).
7{.Lochs and latches meet requirements of 1008.1'9'3' -'7/.'Panic hardware is shown at required locations (Section 1008.1.10)'-
23. Does a stairway exist@No lf no, skip #24 thru #28. -
24.rStaiwvay doors do not@en over stairs. -
;L{ St^i*ays ate a minimum of 44" wide(except where occupant load is 50 or
Jess or as Per Section 1009'1). -
.6, Maxamum riser is 7 inches and minimum tread is 11 inches. -
27. Alanding is provided at the top and boftomof eac!>tairvvay-. 4(
28. Maximum vertical rise without a landing is 12'' 4
ffi)nanarails are identified that meet the requirements of Section 1009.12. -
Y6. HanOrails return to wall, etc. or are continuous to next stair handrailslz- ,/
31. Elevation change of over 1l2O is designed as a ramp as per Section 1O1O !'
32. Exit signs are iJentified when over 2 doors are required for exiting. ,^/
,r/
b. OccuPancY H:1, H -2, &H -3 - 3 occ.
C. Occupancy H -4, H -5, | -1, | -3,1-4, & R- 10 occ.
d. OccupancY S - 30 occ.
lrtWnere two or more exits are required, they are a minimum of 1l2the' diagonal distance of the space served apart or where the space is served by
2n automatic sprinkler system, the distance is 113' -
4. f a boiler or furnace room has over 500 sq. ft. with over 400,000 btu,s, two
,exits must be Provided. -
.f{ Aemgeration machinery rooms and refrigerated rooms over 1000 sq. ft. have
-two exits. Section1015.4 -
44. Sta1e means of egress comply with Section 1015.6. --4tE*itAccess travel distance meets requirements of Table 1016.1. --j{, exterior exit balconies constructed in accordance with Section 1016.2 have- 100'added to their travel distance' - ,^/
47 . Corridors are rated as per Table 101 8.1 W+
48. Corridor widths meet requirements of Section 1018.2' -
A{Corridor dead ends are less than 20' or 50'for sprinklered occupancies'rZdCorridor not used as plenum unless in a tenant space of less than 1000 sf.
51. The minimum number of exits fir-occupant load meets the following:
1 -500 requires 2 exits y'
501 -1000 requires 3 exits
More than 1000 requires 4 exits
52. Buildings with one;xit meet the requirements of Section 1021 and
Table 1021.1. v'
53. Interior stairwellp required as a means of egress meet the requirements of
Section 1O22.LK '/
r.\ rfpD - 54. 5i"." under stairs is identified as 1 -hour rated' t(lv' Sb. Exterior ramps or stairs are open on one side and have a minimum2f-3S sq.
ft. of open space not less than 42" above any floor level.1026.3 t/
50. Exterior ramps and Ftairways are protected from the inside of building as per
Jection 1026.6.4
rt. enerior balconieq stairways and ramps are over 10'from lot lines and other
33. Exit signs are spaced no more than 100' apart or to the door. /
34. 42" guirdrails are shown whenever a walking surface is over 30" above
grade. ,/gg,-env roof mechanical equipment within 10'from edge has a guardrail shown.'{tgress does not pass through intervening spaces unless the space is' aJcessory to the area served and the intervening space is not hazardous' -
37.lt multiple tey{ntspaces exist, egress from any one does not pass through
another. /
38. Length o-commoTegress travel does not surpass requirements as per
-section 1017. y'
3{A.qrired egreFaisle adjacent to tables shall comply with Section 1017.4.1-
40. Spaces with one means of egress meet the following maximum occupancy
loads: ^r\a. Occupancy pE,f ,y * U. - 50 occ.
ildsD
,^hruifdings on the |otJ027.3
96, Egress courts meet the reqEements of section 1027.s.
.ffirAssembly occupancies meet the requirements of section 102g.
!o window egress or better is provided in every sleeping room and anyhabitable basement. _ See Exc.1 029.1, 1&2. Vestibule is provided as per section so2.4.z of the International EnergyConservation Code.
ACCESSIBLITY
"1' An accessible route connects all accessible buildings, accessible facilities,accessible elements, accessible sgaces and the public right -of- way(exceptas excepted by Section 1104). y':
2' In addition to the ryluued accessible entrances , SOVr of all public entrancesare accessible. / ,/3.r",Accessible park,r,g ir provided as per Table 1106.1 ./
.l( 1.9"/" of hospital out patient parking is accessible and 2To/o of rehab or physicaltherapy. _ ,/5. Van spaces are provided.(one out of six and any portion) _/ 3' ptffi
6' Accessible parking is provided on shortestroute)om accessible p-arkin{i;
Jhe accessible building entrance. Sec 1 106.6 /
V Group I occupancies meet accessibility requirements as set forth in Section
.1107.5.
;{ eroup Rl occupancies meet the requirements of Section 11OZ.6and Table-
, 1107 .6.1.1. _
,g where 4 or more apartment units, one level town homes or condos arelocated in one structure, all units are designed as Type B units as per ICC
/ANSI 117.1 unless on a upper level without etevator service.
fiWhere more than 20 apartment unit, one leveltown homes or-condos arelocated in a project,2o/o but not less than one are designed as Type A units
2s per ICC /ANSI 117.1_.
)a.whegfchair spaces (and companion seat as per section 110g.2.5) are
,provided in Assembly occupancies as per Table 1109.2.2.1.
.)Z' Assistive listening systems are provided in Assembly occupancies where
.2udtble communications are integral to the use of the space. _n- \n, Assembly_occupancy performance area has an accessible route as perSection 1108.2.8.
A"y-dining area in an Assembly occupancy is fully accessible. _
F. ?:l! _"ervice storage facilities shall provide accessible spaces as per Section1108.3. _
16. Toilet and bathing f@tities are accessible(unless in a private office)as perSection 1109.2. {
[,lJnisextoilets and bathing rogm? are supplied as per sectio n 110g.2.1 ,/lB.where sinks are provided, 5 o/o, but not less than i is accessibte.1.5.where a kitchen is provided, it is accessible(unless in Type B dweiling). _
{- Storage cabinets, lockers,
"ic. one of each type is accessible Sec 110g.g.
INTERIOR ENVIROMENT AND ENERGY CONSERVATION
1. Attic ventilation exists Pafis 1 l15O of the floor space or 1/300 with vapor
barrier. Sec. 1203.2 r' ,/'
2. AO% of the attic ventilation is 3 ft. above eaves. '/
.d Crawl space ventilation complies with Section 1203.3. - ./
4. Natural ventilation (windows, doors, etc.) is a min. of 4o/o of floor space. {
5. Interior spaces that do not have openings directly to outside meet
requirements of Section 1203-4'1' I
.{ gainrooms containing bathtubs, showers or spas are mechanically vented. ,.
7. Natural or Artificial light is provided that meets the rqmts of Section 1205- 4
,ff/,ourts shall meet the requirements of Section 1206.3' -
,{ Dwellings party walls and floors meet sound rqmts of Section 1207. -
10. All habiiable rooms shall be a minimum of 7' wide, and a minimum of 70 sq.
fi..in area 1
!{Dwelling units(except efficient units) have one habitable room of 120 sq.ft'-
12. All ceilings are a minimum of 7'6" with no more than 1/3 at7'0".1-
1ffincs an-d crawl spaces have access openings as per Section 1209. -
14. An energy review has been submitted that meets the requirements of the
International Energy conservation code. -4
EXTERIOR WALLS AND ROOFS
1. Exterior Wall Vapor retarder provided unless another approved means to
avoid condensation and leakage has been provided. - -/
L Water resistant barrier shown on sheathing as per Chapter 14.,./
@ Masonry veneer is flashed at bottom and has weep holes as per Section
4.
5.
r6.go@
1405.3.2. _
Masonry veneer shall be mechanically attached as per Section 1405.5. I
Stone Veneer is anchored as per Section 1405.6.y'
Sidings shall be applied as per Section 1405. y'-
Fire s-eparatign distance.{or conlbustible veneers(s9ing) meet that of Table
1406.2.1.2 N0 oT Vbpwfut"lft* llh '(oa>
Balconies that protrude shall meet the requirement of Table 601 for floors-
Metal Composite Materials(MCM) shall meet the requirements of Section
1407. _ -/-
10. Roof coverings meet the requirements of Table 1505.1' r'
. rz,, ..- 11. Double undeilayment is provided in asphalt roofs with minimum slope of 2:12
N0v' \ up to and including a 4:12 slope. -'12. An ice dam membrane (one continuous sheet or two sheet cemented
together) for all asphalt roofs is provided from the roof edge to 24" inside of
*,$;,?,i:: fl:L: i$?ffi:3'!";n a,, roor edse /
{lt"t"t iJot" meet the requiremenls of Section l{ol -+. -
*{Wt-up roofs meet the requirements of Section 1507.10. -
l€isingle Ply Plastic Roofing meet rqmts of Section 1507.12113
y|All other roofing types meet the requirements of section 1sor.
)4. Buildtngs with roof drains are designed and sized as per upc 110s.0.
STRUCTURAL DESIGN AND SPECIAL INSPECTIONS
1. Structural Use Group (as perTable 1604.5) d/2. Structural documents for light frame wood nfiiiOings as per Chapter 23include floor, roof and live loads, ground snow load, blsic wind speed, windexposure, seismic design category and site class.
3. All plans except as described in #1 above shall include the following:a. Floor live load including any_lqductions.
b. Roof live load as per Section 1d'0K11.
c. Roof Snow load, including the flat roof snow load, the snow exposurefactor, the snow load importance factor and the thermal factor.d. Wind design data, including basic wind wind importance factorwith-building category, wind exposure, applica\e internal pressurecoefficient and the design wind pressure used design ofcomponents and cladding.
e. Earthquake design data including seismic impouse group, mapped spectral response accelerations, she class, spectralresponse coefficients, seismic design category, basic seibmic - force -
resisting systems, design base shear, seismic response co'efficients,
../_. .response modification factors and the analysis procedure used.
fr - Flood zone is identified(if in flood zone see Senfinn 1Ao? 1 7\zo\g is identified(if in flood zone see Section 1603. 1.7) _,, _ __ rrr r.vvv 4vttv 999 \rglJtl|rtl l\rvo. 1.1t _K Design of floor live loads in access of 50 lbs per sq. ft. also ioentify that signsmust be posted as per Section 1603.
6. Structural design glculations meetingfhe requirements of chapter 16 have
-been provided. {
{ _.Special inspections are identified for welding. _
{fRecial inspections are identified for high strJngth bolting. _9. Special inspections are identified,Frr concrete constructionEcept as
_excfuded by Section 1704.4. L/
l{rspecial inspection are identified for masonry as per section 1704.s.l'{ Special inspections are identified for fills greater tha n 12" deep where a loadjs applied. _
f.)oecial inspections are identified for all pier and pile foundations.
ffOec|al inspections are identified for sprayed on iire resistance applications.
E)oeg1.al inspections are identified for smoke control systems.,15' Quality assurance plan for seismic resistance is provided (except for design
,^..t!9ht ltqT" as per chapter 2308 or reinforced masonry less than 25 feet high)16')Oecid inspections are provided for seismic force resisting systems. _7V. Structural observations as per Section 17Og are identifiedloistructures inSeismic Use Groups ll or lll. _18. Truss Details provided or noted to be provided prior to frame inspection . E
, selsmlc
SOILS AND FOUNDATIONS
1. Allowable soilfoundation bearing pressure (as per Table 1g06.2).12. A soil investigation is required perthe requiiements of Section 1g03. wherequestionable soils such as_fill materials, organic soils, clays or questionablerock strata exist. Do any of these conditionl exist? Yes_-- No51f yes, arethe necessary soil reports provided? yes_ No/3. Grading is a minim ry of 2o/o for concrete or aspnaft surfaces or 5o/o fornatural surfaces. /
4. Information provided as per Section 1804.5 for any structural fifl. JA5. Footings (except for 1 story category 1 builgrgs no bigger than 400 sq. ft.)are 36" below grade for frost protection. .z
f euldings on oiadjacent to greater than 37 slopes meet requirements ofSection 1808.7.
7 - Top of foundation is a minimum of 12" above the adjacent street gutter(unless a drainage path is identifled and approved by the buildin i oiician./8. Footings desig-ned so that the allowable bearing capicity of the soil is notexceeded . /
9. Foundation meets the rqmnts of Section 1805.5 and Tables 1g0S.510. Except for Group R and U occupancies of light framed construction otseismic desigrypand less than 3 stories in height, concrete is a minimum of3000 p.s.i.. ,./
).,/Aep.tning,walls are designed with a lateral sliding and overturning factor of- safety of 1.S.
12. Foundation drainage system or waterproofing (Section 180S) is providedwhere water table warrants.
13. Damproofing shown under slaos as per section 1g0s.2.1. -/
14. Damproofing shown for foundation walls.1s.fnimum of?" of sravet d;il;;noli"u ,r, o". ,/7.{Foundation drain is installed (except in well- draindl-gravel areas) as perSection 1805.4.2 _
CONCRETE and MASONRY
t( Con"truction documents show compressive strength of concrete, strength or
-,/ grade of reinforcement and the size and location of reinforcement.z' Structures assigned to Seismic Design Category D contain a statement
^,, i9."_ntifying if slab -on -grade is designed as Jstiuctural diaphragm. _7 Masonry construction documents identify size, grade, type and location of
Veinforcement, anchors and wall ties as ier sectio n 2113.3.{ Masonry fireplaces have minim um 12" thick footings that are 6l' wider thanmasonry. Sec 2113.2
WOOD
1. Truss drawings identify requirements as per sectio n 2303.4.d/2' Joist layout plans are provided. Engineered products have computer lavout.{3. Floor and roof sheathing meets requirements of Section 230i.'.f.-2'-'-1"4. Connections and fastening meet the requirements of Table zCO+.g.1 -/5. Fasteners in preservative treated wood are hot - dipped zinc ygategalvanized steel, stainless steel, silicon bronze or copper. 7
6. wood framing members above foundations are g,'(min.) auqy€ soil. /7 - shear wall design meets requirements of section 230s.' /
GLAZING
-/
i Glazing in pool, sauna, hot tub, steam room, bathtub or shower enclosures(unless over 60" above standing surface) is safety glazing as per Section,2406.4.
-/ C,lazing *itnln 24" of door (unless over 60" above standing surface) is safety
_ glazing as per Section 2406.4.
x Glazing greater than g sq. ft., oottom below 1g ", top above 36" and 36,,from
;ttalking surface is safety glazing as per section 24d6.4.
1, Glazing in guards and rails is safety glazing as per section 2407.
F. Glazing next to stairways, landings and ramps (unless over 60" abovestanding surface) is safety glazing as per Section 2406.
MISC.
'/''(-Number of plumbing fixtures shall meet the requirements of Table 2902.1.';{' separate toilet facilities are provided for spaces with 16 or more employees,or combination of employees and customers (except for mercantile
^ ;gcgypancy with occupancy of S0 or less). _,{ }ublic toilet facilities are provided as pei section 2go2.3.
f1 Eleuators meet the requirements of Chapter 30.s.Teoestrian walkw"yr rii""t the requirerentr-oi se"tion 3104. -/
.tr lwnings and canopies meet the requirements of section 310s.
/.Aarquees meet the requirements of Section 3106.
,X Swimming poolenclosures and safety devices meeTthe requirements of_Section 3109.
{ p-rotectio^n lol p"o".trians during construction meets the requirements ofSection 3300. _--10. Existing structures meet the requirements of chapte r 3a. v/