HomeMy WebLinkAboutCorrespondenceDave Argo
From:
Sent:
To:
Cc:
SubJect:
Attachments:
Randy Iaq ui nto < riaquinto@ rhp-properties.com >
Friday, July 06, 2018 6:L6 AM
Dave Argo; lohn Kozeny
Kim Weeks; Randy Iaquinto
FW: Monument RV Park - Permit #BLCO-06-LB-5287
Monument RV Park Snow Load.pdf; Building permit receipt.pdf; Jack Kozeny
authorization.pdf
Importance:High
Dave,
-See attached building permit receipt and authorization letter that was submitted with permit application.
-lnterior room is intended for storage of smaller maintenance items only, i.e. hand tools etc. and work bench
Jack- Please comment on snow load question
Let me know if you have any other questions
Thanks,
Randy laquinto I RegionalVice President
RHP Properties, lnc. I Amer¡ca's Home
31 200 Northwestern Hwy.
Farmington Hills, Ml 48334
(248) 626-0737 Main
(248) 504-8912 Cell
(248) 538-7746 Fax
las!¿laþ@IhÈff ape!! ss-.cen
www. rhp-propeñiee.çel[
CONFIDENTIALITY NOTICE
This electronic mai¡ transmiss¡on is confidential, may be privileged and should be read or retained only by the intended rec¡p¡ent. lf you have rece¡ved this
transmission ¡n error, please immed¡ately notify the sender and delete ¡t from your system.
From: Dave Argo [ma ilto :da rgo @ga rfield-cou nty.com]
Sent: Tuesday, July 3,2OL81:09 PM
To: Randy laquinto <riaquinto@rhp-properties.com>
Subject: Monument RV Park - Permit #BLCO-06-18-5287
We are in process of reviewing a building permit application for a new storage building located at Monument RV Park in
Parachute, Colorado.
However, before we can finalize our review and issue a building permit we need the following items addressed:
A. lntended Use at lnterior Room - We understand that the purpose of this building is to provide maintenance
storage for the RV park. Please provide additional information about the intended use of the interior room,
including whether or not this room will be locked off from the rest of the building's interior or if it will contain
storage of haza rdous/flammable materia ls.
B. Letter of Authorization - Please provide us with a letter of authorization for signatory on permit application.
Our records indicate that Monument RV, LLC is the property owner and when another entity signs a permit
application we need to receive verification from the property owner of record that this is approved by them.
C. Snow load Verification - Engineered plans specify a "design snow load" of 30 PSF Ground Snow Load (Pg) but
this does not comply with Garfield County's Building Resolution which requires a minimum snow load of 40 PSF
1
as measured at roof (Pf) - please refer to attached PDF for additional info. We require verification from the
Structural Engineer of Record that design will comply with Garfield County's requirements. Please have the
Engineer send us direct email confirmation of th¡s requirement or, alternatively, revised design drawings which
comply with these requirements.
Thank you for your assistance with these items, and we will place this project in our "pending" file until we receive
additional information as requested above.
Dave Argo
Plans Examiner
Gnrfield Cmnqt
Commu nity Development Department
708 8th Street, Suite 401
Glenwood Springs, CO 81601
Tel: 970-945-8272 Ext. 7670
E ma i I : d a rq o @ q o rfie ld-co u ntv. co m
W eb : g o rf i e I d -co u n ty. co m
CONFIDENTIALITY NOTICE: This emoil commun¡cat¡on and any files transmitted ølong with it are intended only for the person or ent¡ty to wh¡ch ¡t ¡s
oddressed. lf you have received this email in error, please immediately notify the sender by emoil and delete it from your files.
2
Dave Argo
To:
Cc:
Sent:
Subject:
From:Karl H. Lemmenes <KLemrncrtcs@clcurybuiltlittg.currr-*
Thursday, July 12,2018 2:39 PM
John Kozeny
Dave Argo
RE: Monument RV Park - Permit #BLCO-06-I-8-5287 Cleary Job #2018101347
Dave
I recognize that Garfield county has made an amendment to the code specifying a 40 psf roof snow load forthis location
This building was designed with a roof snow load exceeding 40 psf. All components of the building are designed for a
roof snow load in excess of 40 psf.
For your additional information:
Standard practice (from un-amended code & referenced standard ASCE-7) is to derive the ground snow load from the
ASCE map, or from a case study.
Garfield county is a case study area.
The most recent available case study is the "20l-6 Colorado Design Snow Loads" prepared by the Structural Engineers
Association of Colorado.
The methods specified in this report result in a design Ground Snow load of 30 psf forthe location of this building.
Let me know if you have any questions
Karl Lemmenes, P.E.
Design Engineering Manager
Cleary Building Corp.
From: John Kozeny
Sent: Thursday, July 72,2OI8 L2:I7 PM
To: Karl H. Lemmenes <KLemmenes@clearybuilding.com>
Subject: Fw: Monument RV Park - Permit #BLCO-06-t8-5287 Cleary Job #2018101347
Hey Karl can you help clarify the discrepancy below as well as adding the walk door to the plans
Sincerely,
Jack Kozeny
Cleary Buildi ng Corporotion
(303) 660-0420
We Protect What You Value
From: Dave Argo <dareo@garf¡eld-countv.com>
Sent: Thursday, July 12,20L810:55 AM
To: John Kozeny
Cc: Kim Weeks; Randy laquinto
SubJect: RE: Monument RV Park - Permit #BLCO-06-t8-5287
1
Jack:
As redlined on the attachment to my previous email, Ground Snow Load (Pg) is called out as 30 PSF. Ground Snow Load
is always higher (typically 57 PSF)than Roof Snow Load (Rt¡= 4¡ PSF as required in Garfield County. This inconsistency is
why we are requesting verification from the Structural Enginccr for the correct valucs to insure that they meet our
minimum requirements. As requested in my previous email, please provide Engineer's verification of both Pg and Pf
values to our office so that we can finalize our plan review and issue a building permit for this project.
Also, on a separate issue, we will require that an additional 36" x 80" walk door be installed to provide direct egress
from the main storage area of this building to the exterior (instead of through the adjoining smaller storage room).
Please revise plans accordingly to make this accommodation.
Dove Argo
Plans Examiner
Garficld County
Community Development Department
708 ?th Street, Suite 401
Glenwood Springs, CO 8160L
Tel: 970-945-82L2 Ext. 16L0
Ema i I : da rqo @ q a rfi eld-cou nty.com
We b : go rfie I d-cou nty. com
CONFIDENTIALITY NOTICE: This emoil communícot¡on ond any files tronsmitted olong with it are intended only for the person or ent¡ty to which it ís
øddressed. If you hove received this email in error, pleose immediotely notify the sender by email and delete it from your files.
From: John Kozeny Ima ilto:J Kozenv@clearvbuild ing.com]
Sent: Thursday, July 12,201.8 8:42 AM
To: Dave Argo <da rgo@Rarfield-countv.com>
Cc: Kim Weeks <kweeks@rhp-properties.com>; Randy laquinto <riaquinto@rhp-properties.com>
Subject: Re: Monument RV Park - Permit #BLCO-06-18-5287
Hello Dave,
On the plans it states 30 PSF ground snow load and right below is the 42PSt roof snow load
Does this not meet the specified requirements?
Sincerely,
Jack Kozeny
Cleary Buildi ng Corporation
(303)660-0420
We Protect Whot You Value
From: Ra ndy laquinto <riaquinto@ rhp-properties.com>
Sent: Friday, July 6, 2018 6:15 AM
To: Dave Argo; John Kozeny
Cc: Kim Weeks; Randy laquinto
Subject: FW: Monument RV Park - Permit #BLCO-06-t8-5287
2
Dave,
Dave Argo
From:
Sent:
To:
Cc:
SubJect:
Attachments:
Randy Iaq ui nto < riaquinto@ rhp-properties.com >
Friday, July 06, 2018 6:L6 AM
Dave Argo; lohn Kozeny
Kim Weeks; Randy Iaquinto
FW: Monument RV Park - Permit #BLCO-06-LB-5287
Monument RV Park Snow Load.pdf; Building permit receipt.pdf; Jack Kozeny
authorization.pdf
Importance:High
Dave,
-See attached building permit receipt and authorization letter that was submitted with permit application.
-lnterior room is intended for storage of smaller maintenance items only, i.e. hand tools etc. and work bench
Jack- Please comment on snow load question
Let me know if you have any other questions
Thanks,
Randy laquinto I RegionalVice President
RHP Properties, lnc. I Amer¡ca's Home
31 200 Northwestern Hwy.
Farmington Hills, Ml 48334
(248) 626-0737 Main
(248) 504-8912 Cell
(248) 538-7746 Fax
las!¿laþ@IhÈff ape!! ss-.cen
www. rhp-propeñiee.çel[
CONFIDENTIALITY NOTICE
This electronic mai¡ transmiss¡on is confidential, may be privileged and should be read or retained only by the intended rec¡p¡ent. lf you have rece¡ved this
transmission ¡n error, please immed¡ately notify the sender and delete ¡t from your system.
From: Dave Argo [ma ilto :da rgo @ga rfield-cou nty.com]
Sent: Tuesday, July 3,2OL81:09 PM
To: Randy laquinto <riaquinto@rhp-properties.com>
Subject: Monument RV Park - Permit #BLCO-06-18-5287
We are in process of reviewing a building permit application for a new storage building located at Monument RV Park in
Parachute, Colorado.
However, before we can finalize our review and issue a building permit we need the following items addressed:
A. lntended Use at lnterior Room - We understand that the purpose of this building is to provide maintenance
storage for the RV park. Please provide additional information about the intended use of the interior room,
including whether or not this room will be locked off from the rest of the building's interior or if it will contain
storage of haza rdous/flammable materia ls.
B. Letter of Authorization - Please provide us with a letter of authorization for signatory on permit application.
Our records indicate that Monument RV, LLC is the property owner and when another entity signs a permit
application we need to receive verification from the property owner of record that this is approved by them.
C. Snow load Verification - Engineered plans specify a "design snow load" of 30 PSF Ground Snow Load (Pg) but
this does not comply with Garfield County's Building Resolution which requires a minimum snow load of 40 PSF
1
as measured at roof (Pf) - please refer to attached PDF for additional info. We require verification from the
Structural Engineer of Record that design will comply with Garfield County's requirements. Please have the
Engineer send us direct email confirmation of th¡s requirement or, alternatively, revised design drawings which
comply with these requirements.
Thank you for your assistance with these items, and we will place this project in our "pending" file until we receive
additional information as requested above.
Dave Argo
Plans Examiner
Gnrfield Cmnqt
Commu nity Development Department
708 8th Street, Suite 401
Glenwood Springs, CO 81601
Tel: 970-945-8272 Ext. 7670
E ma i I : d a rq o @ q o rfie ld-co u ntv. co m
W eb : g o rf i e I d -co u n ty. co m
CONFIDENTIALITY NOTICE: This emoil commun¡cat¡on and any files transmitted ølong with it are intended only for the person or ent¡ty to wh¡ch ¡t ¡s
oddressed. lf you have received this email in error, please immediately notify the sender by emoil and delete it from your files.
2
Dave Argo
To:
Cc:
Sent:
Subject:
From:Karl H. Lemmenes <KLemrncrtcs@clcurybuiltlittg.currr-*
Thursday, July 12,2018 2:39 PM
John Kozeny
Dave Argo
RE: Monument RV Park - Permit #BLCO-06-I-8-5287 Cleary Job #2018101347
Dave
I recognize that Garfield county has made an amendment to the code specifying a 40 psf roof snow load forthis location
This building was designed with a roof snow load exceeding 40 psf. All components of the building are designed for a
roof snow load in excess of 40 psf.
For your additional information:
Standard practice (from un-amended code & referenced standard ASCE-7) is to derive the ground snow load from the
ASCE map, or from a case study.
Garfield county is a case study area.
The most recent available case study is the "20l-6 Colorado Design Snow Loads" prepared by the Structural Engineers
Association of Colorado.
The methods specified in this report result in a design Ground Snow load of 30 psf forthe location of this building.
Let me know if you have any questions
Karl Lemmenes, P.E.
Design Engineering Manager
Cleary Building Corp.
From: John Kozeny
Sent: Thursday, July 72,2OI8 L2:I7 PM
To: Karl H. Lemmenes <KLemmenes@clearybuilding.com>
Subject: Fw: Monument RV Park - Permit #BLCO-06-t8-5287 Cleary Job #2018101347
Hey Karl can you help clarify the discrepancy below as well as adding the walk door to the plans
Sincerely,
Jack Kozeny
Cleary Buildi ng Corporotion
(303) 660-0420
We Protect What You Value
From: Dave Argo <dareo@garf¡eld-countv.com>
Sent: Thursday, July 12,20L810:55 AM
To: John Kozeny
Cc: Kim Weeks; Randy laquinto
SubJect: RE: Monument RV Park - Permit #BLCO-06-t8-5287
1
Jack:
As redlined on the attachment to my previous email, Ground Snow Load (Pg) is called out as 30 PSF. Ground Snow Load
is always higher (typically 57 PSF)than Roof Snow Load (Rt¡= 4¡ PSF as required in Garfield County. This inconsistency is
why we are requesting verification from the Structural Enginccr for the correct valucs to insure that they meet our
minimum requirements. As requested in my previous email, please provide Engineer's verification of both Pg and Pf
values to our office so that we can finalize our plan review and issue a building permit for this project.
Also, on a separate issue, we will require that an additional 36" x 80" walk door be installed to provide direct egress
from the main storage area of this building to the exterior (instead of through the adjoining smaller storage room).
Please revise plans accordingly to make this accommodation.
Dove Argo
Plans Examiner
Garficld County
Community Development Department
708 ?th Street, Suite 401
Glenwood Springs, CO 8160L
Tel: 970-945-82L2 Ext. 16L0
Ema i I : da rqo @ q a rfi eld-cou nty.com
We b : go rfie I d-cou nty. com
CONFIDENTIALITY NOTICE: This emoil communícot¡on ond any files tronsmitted olong with it are intended only for the person or ent¡ty to which it ís
øddressed. If you hove received this email in error, pleose immediotely notify the sender by email and delete it from your files.
From: John Kozeny Ima ilto:J Kozenv@clearvbuild ing.com]
Sent: Thursday, July 12,201.8 8:42 AM
To: Dave Argo <da rgo@Rarfield-countv.com>
Cc: Kim Weeks <kweeks@rhp-properties.com>; Randy laquinto <riaquinto@rhp-properties.com>
Subject: Re: Monument RV Park - Permit #BLCO-06-18-5287
Hello Dave,
On the plans it states 30 PSF ground snow load and right below is the 42PSt roof snow load
Does this not meet the specified requirements?
Sincerely,
Jack Kozeny
Cleary Buildi ng Corporation
(303)660-0420
We Protect Whot You Value
From: Ra ndy laquinto <riaquinto@ rhp-properties.com>
Sent: Friday, July 6, 2018 6:15 AM
To: Dave Argo; John Kozeny
Cc: Kim Weeks; Randy laquinto
Subject: FW: Monument RV Park - Permit #BLCO-06-t8-5287
2
Dave,
Dave Argo
To:
Cc:
Sent:
Subject:
From:Dave Argo
Friday, July 1-3, 2018 9:35 AM
'Robert Ferguson'
'John Kozeny'; Randy Iaquinto
Monument RV Park - Bldg. Permit #BLCO-06-18-5287
Rob
Just wanted to let you know that we have recently approved a building permit for a new storage building to be located
at Monument RV Park in Battlement Mesa, lt's a 1,680 S.F. pole barn structure located adjacent to ancl behind the
existing office building. As it will be used for storage of maintenance equipment for landscaping and maintenance
purposes, the building is classified as Occupancy Group: U and Construction Type: V-8.
As per our typical plan review, we have stipulated as one of the conditions of permit that the Owner must contact you
for review and approvalof this proposed building, and our Building lnspector will require a sign-off report from the Fire
District prior to framing inspection and Certificate of Occupancy.
Thanks for your assistance,
Dave Argo
Plans Examiner
Gtrfield Coturty
Community Development Department
L08 8th Street, Suite 407
Glenwood Springs, CO 8160L
Tel : 970-945-82L2 Ext, 1610
Emo il : d o rg o @ g o rfíeld -cou nty. com
Web : go rfie ld-cou nty.com
CONFIDENTTALTTY NOTICE: This email commun¡cdt¡on and ony files transmitted olong wÌth it are intended only for the person or ent¡ty to wh¡ch it ¡s
oddressed. tf you have received this emoil ¡n error, pleose immediately notify the sender by email ond delete it from your files.
1
Dave Argo
From:
Sent:
To:
Subject:
Attachments:
Dave Argo
Tuesday, July 03, 2018 Ll-:09 AM
'riaqu into@ rhp-properties.com'
Monument RV Park - Permit #BLCO-06-1-8-5287
Monument RV Park Snow Load.pdf
We are in process of reviewing a building permit äppllcatlon for a new storage building located at Monur¡lenl. RV Park in
Parachutc, Colorado.
However, before we can finalize our review and issue a building permit we need the following items addressed:
A. lntended Use at lnterior Room - We understand that the purpose of this building is to provide maintenance
storage for the RV park. Please provide additional information about the intended use of the interior room,
including whether or not this room will be locked off from the rest of the building's interior or if it will contain
storage of hazardous/flammable materials.
B. Letter of Authorization - Please provide us with a letter of authorization for signatory on permit application.
Our records indicate that Monument RV, LLC is the property owner and when another entity signs a permit
application we need to receive verification from the property owner of record that this is approved by them.
C. Snow Load Verification - Engineered plans specify a "design snow load" of 30 PSF Ground Snow Load (Pg) but
this does not comply with Garfield County's Building Resolution which requires a minimum snow load of 40 PSF
as measured at roof (Pf) - please refer to attached PDF for additional info. We require verification from the
Structural Engineer of Record that design will comply with Garfield County's requirements. Please have the
Engineer send us direct email confirmation of this requirement or, alternatively, revised design drawings which
comply with these requirements.
Thank you for your assistance with these items, and we will place this project in our "pending" file until we receive
additional information as requested above.
Dave Argo
Plans Examiner
Gadteld County
Community Development Department
708 gth Street, Suite 407
Glenwood Springs, CO 81601
Tel: 970-945-8272 Ext. 1610
Emoil : d a rgo @ g a rfield-county, com
Web : g o rfi e ld-county. com
CONFiDENTIALTTY NOTICE: This email communicotion ond any files transm¡tted olong with it ore intended only for the person or entity to wh¡ch ¡t ¡s
addressed. lf you have received this emoil in error, pleøse immediately notify the sender by emoil ond delete it f rom your files.
1
t,
GENERAL NOTES AND SPECIFICATTONS
Thc motrrlals ond lobor $olt,n on thoec plons thot ors prwidod { cþ.ou Building corp'
orc t¡rn¡ü¿ to tlroso motorlob ond lobor a¡ dcfincd by the Cluory Bullding_c9P. contr¡ct,
ruO¡Uônoi-moterioh or occossorioe thot oro not bcing' providtd by Clcory Building Corp.
moi ¡r shotn ofl plono for contert or building codc compllonce'
Thi¡ building is dgigned in occodryrcc uith the folloring codos ond spæiflcotionr:'
zots-tnirrnothnñl Building cnft (Bc)
äöi; Ë;üdil'irhãt¡ònôl"ocsiqn bpeôiRcotions for llood c¡nstruclion'
Usc Oroup(s) Chssificotion
Building Use: _
Type of Conslnrct'nrn:
eüHing Gross Squorc Footoga;
2.
u
Storogo
Type V-8
1680 5q. Ft.
5l Pst'Totol l¡od
30
roof snow
Deeign llind Spæd:
Sa{smic Usc ËrouP:
115 l¡PH (ä$ c per IBC)
I
So{smic Oæign CctcgorY: B
Morimum Coãsidered torthquoke tround Motion lor
0.2 Second Spsctrai Rcsponsc (S¡): z.gfg
lloxìmum Congidcred [orthquoke Ground Motion for
t.U Sccond Spoctroi Rosponse (S l'0): 7'Sfg
3. All lumber, ur{ess othcrriso notcd, shull bc S+S f2 SPF or better. All lumber cmboddcd
il thr ¡;rrrd rfrofltr üoted uiti¡ Chrornotcd c,ípptr Arsonots to o rstcntion lwsl of
0.60 pounds Pcr cubic foot.
4. Groding ¡hould bo such thot tho surfcce roter is droincd owoy from. thc loundotíon." ùiñù'* groìi rorir¿-ur rir ¡nctrss ot vedícol drop pcr ten fãet of hodzontol oroy from
thc for¡ndãtion (5i),
5, Fill usad for concrcto floor slob sub grodo, .rf present, sholl h reosonotly_grod{^9(0nyl0r
mote¡isl. nn usd'in'.ärrrin-ñıhs-.nın bi the cxcooted soil unless olheruise notcd. A¡l
nii tl,'.li bc frco from debris, rtoncs ov¿r 4'0, ond frozen moteriol.
6. Hectricol uo* is not o port of this drowing ond sholl be instolled os per opplicoble
codæ.
7 " Heoüng, ventihthg, ond ok conditioning work is not o port of this droring ond sholl h
instolld o$ Par oPPlicobla codæ.
ð, Plumbhg rork ís not o port of thi¡ droring ond sholl be instolled 08 por opplicoblc
codcs.
9. All noils orc to bs thrcodad hordcncd stocl unlcss olhorrisc notcd'
ÎCI. This dc¡ìqn is bos¡d on o building sito rith sond, siþ sond, cloyey scnd, siþ grovct,
r il HïjlïlllftIllilïil I ¡ ï¡ltt¡l I illf\lr üt[¡¡þh'l' ll ll I
f*?ît å,,.'"*iå¡ft r'å"äu o Ji'F.3 I å?6å"&nr ¡ rm cour¡'y co
prior approval of the building official'
21. section goz.tis amended by adding thc following dcfinition within thc alphabetical order
of the existing definitions to be included in Chapter 2'
FIRD DDPARTMENr OFFICIAL. The fire department ôfficial or tho statc of colorado
Division of Firc suroty or their authorizcd represcntative shall bo an approvod agcncy for
inspection of fire protcction systcms roquired by this code.
22. Section gO3.2.8 is amcnded by adding the following e,(ceptions:
903.2.8 Group R. An automatic sprinkler system ínstallEd in accordance with
Section gffi.t shaU bc provlded ttrroughout all buildings with a Group R firo a¡sa-
Exceptlon: t. Group R-2 with occupancy of 5 or less (maximum floor area of
1000 square ft. Table 1004'1'2)'
23. Section 1503 is amended by adding t$,o new subsections to rcad as follows:
'ií03':î
Snow-shed barrlers. Roofs shall bc designed to prcvent accumulations of snow
from shodding abovc or in fiont of gas utility or electric utility meters and egress doors.
LSOg,7.l Mechanlcsl barriers for metal roof shlngles and meü¡l roof panels.
. Mechanical barriers installed to prevent snow shedding from the roof shall be secured to
roof framing mombers or to solid blocking sccured to framing membors in acco¡dancc with
the manufach¡rer's installation instructions. Individual'dcvices installsd ln a group of
devicos to crsato a bagier to provent snow shcddíng shall be installed in at least two rows
with thc fifst ro$, no moru than 24 inchos from the odgo of tho roof or cavc. Tho rows shall
be parallel with the sxterÍor wall lino and thc devices in each row shall be staggered for a
*påing of no moro than 24 inches on conter measured parallel with the oxterior wall line
Continuous snow barricrs shall be securcd to roof framing at no morc than 48 inches on
center. Continuous baniars shall be installod paraltel with the exterior wall line and no
mo¡e,than 24 inches from thc edgc of the roof or eave'
2zt. Section 1608.2 is amended to read as follows:
160g.2 Roof snow load. As detormined by Garfield County snow load bæed on
slevatious. Snow loads (PÐ arc as follows;
TO 7m0FT, 40PSF
7001 ro 8000F1' 50PSF
8001 TO9000FT. T5PSF
9001 ro 10,000FT. 100PsF
potential unbalanced accumulations of snow at valleys, pæapets, roof stn¡ctures and offsots
21
llililr.tF{illiy+lü¡l[il,]fi1üIûhtr¡l¡lillq{f hhru'll¡ll
Rcc¡pllon$: E75t44
Ogr24't2ol6 éÔ:o8r24 ßn Je¡î âlb¡c¡oe
ãı' ãi' ãi'ñ¡ı-Éıı ; 3é, ¡¡0 oı-F.. ;0;06 6cnF ¡ELo cot l{rY c0
in roofs of unevcn configuration sha¡l be considered. Minimum snow loads are in pounds
per square foot of horizontal projected ârea. All snow Ioad designs are to be desÍgned and
sealed by a Colorado rogistered professional engineer or ar'clútect.
25. Section 1807.1 amcnded to road as follows:
1E07.1 General. Foundations shall be designed and cónstructcd ín accordancc with
Sections 1807.1.1 thtough 1897.1.6. All foundations shall bc designed and soalcd by a
Colorado licensed engineer or årchitcct except for foundations supporting a Group S-l or U
oocupancy not ovcr 600 squaro foot ofmaxi¡rum floor area.
26. Section 1807.2 is amended to read as follows:
1E07.2 Retaining walls. Retaining walls shall be designed in accordu¡co witlr Sections
t807.2,1through 1807.2.3 and be designed and sealcd by a Colorado licensed ongineer or
archiæct.
27. Sectio¡r 1807.3 is amcnded to road as follows
lü{I7. Embedded post and poles. Dosigns to rEsist both axial and lateral loads
cmploying post or polcs as columns emboddcd in earth or in concrote footiqgs in earth shall
be in accordanæ with Scctions 1807.3.1 through 1807.3.3 and designcd and sealed by a
Cr¡loradu liosnsed enginccr or a¡chitect.
28. Section 1808.1 is amended as follows
1808.1 Gsneral. Foundations sbali be designed and constructed in acco¡dance with
Scctions 1808.2 through 1808.9. Shallow foundations shall also satisfy the requirements of
Section 1809. Decp foundations shall also satisfy tbe requircmonrs of Section l$t[. All
foundations shall be designcd and sealed by a Colorado liconsed engineer or archítect
exccpt fior foundations supporting a Group S-I or U occupancy not ovôr 600 square foot of
footprint.
29. Section 1809.4 is amended to ¡ead:
1809.4 Depth and wldth of footlng. The minimum depth of footings below undisturbed
Sround gurface shall bo 12 inches, lVhere'applicable, the rcquiroments of Section
I809.5 shall also be satisfied. The minimum width of footings shalt be 16 inches unless
designed and sealed by a Colorado licensed engineer or architect. Footings are allowed
to be frost protected if designed and sealed by a Colorado engineer or architect.
30. Section 1809.7 is amended to read:
lE09:7 Prescripffve footings for light-frame construcüon. Minimum width of all
footings is 16 inches; minimum thickness of all footings is I ínches unlæs designed and
24
Dave Argo
From:
Sent:
To:
Subject:
Attachments:
Dave Argo
Tuesday, July 03, 2018 Ll-:09 AM
'riaqu into@ rhp-properties.com'
Monument RV Park - Permit #BLCO-06-1-8-5287
Monument RV Park Snow Load.pdf
We are in process of reviewing a building permit äppllcatlon for a new storage building located at Monur¡lenl. RV Park in
Parachutc, Colorado.
However, before we can finalize our review and issue a building permit we need the following items addressed:
A. lntended Use at lnterior Room - We understand that the purpose of this building is to provide maintenance
storage for the RV park. Please provide additional information about the intended use of the interior room,
including whether or not this room will be locked off from the rest of the building's interior or if it will contain
storage of hazardous/flammable materials.
B. Letter of Authorization - Please provide us with a letter of authorization for signatory on permit application.
Our records indicate that Monument RV, LLC is the property owner and when another entity signs a permit
application we need to receive verification from the property owner of record that this is approved by them.
C. Snow Load Verification - Engineered plans specify a "design snow load" of 30 PSF Ground Snow Load (Pg) but
this does not comply with Garfield County's Building Resolution which requires a minimum snow load of 40 PSF
as measured at roof (Pf) - please refer to attached PDF for additional info. We require verification from the
Structural Engineer of Record that design will comply with Garfield County's requirements. Please have the
Engineer send us direct email confirmation of this requirement or, alternatively, revised design drawings which
comply with these requirements.
Thank you for your assistance with these items, and we will place this project in our "pending" file until we receive
additional information as requested above.
Dave Argo
Plans Examiner
Gadteld County
Community Development Department
708 gth Street, Suite 407
Glenwood Springs, CO 81601
Tel: 970-945-8272 Ext. 1610
Emoil : d a rgo @ g a rfield-county, com
Web : g o rfi e ld-county. com
CONFiDENTIALTTY NOTICE: This email communicotion ond any files transm¡tted olong with it ore intended only for the person or entity to wh¡ch ¡t ¡s
addressed. lf you have received this emoil in error, pleøse immediately notify the sender by emoil ond delete it f rom your files.
1
t,
GENERAL NOTES AND SPECIFICATTONS
Thc motrrlals ond lobor $olt,n on thoec plons thot ors prwidod { cþ.ou Building corp'
orc t¡rn¡ü¿ to tlroso motorlob ond lobor a¡ dcfincd by the Cluory Bullding_c9P. contr¡ct,
ruO¡Uônoi-moterioh or occossorioe thot oro not bcing' providtd by Clcory Building Corp.
moi ¡r shotn ofl plono for contert or building codc compllonce'
Thi¡ building is dgigned in occodryrcc uith the folloring codos ond spæiflcotionr:'
zots-tnirrnothnñl Building cnft (Bc)
äöi; Ë;üdil'irhãt¡ònôl"ocsiqn bpeôiRcotions for llood c¡nstruclion'
Usc Oroup(s) Chssificotion
Building Use: _
Type of Conslnrct'nrn:
eüHing Gross Squorc Footoga;
2.
u
Storogo
Type V-8
1680 5q. Ft.
5l Pst'Totol l¡od
30
roof snow
Deeign llind Spæd:
Sa{smic Usc ËrouP:
115 l¡PH (ä$ c per IBC)
I
So{smic Oæign CctcgorY: B
Morimum Coãsidered torthquoke tround Motion lor
0.2 Second Spsctrai Rcsponsc (S¡): z.gfg
lloxìmum Congidcred [orthquoke Ground Motion for
t.U Sccond Spoctroi Rosponse (S l'0): 7'Sfg
3. All lumber, ur{ess othcrriso notcd, shull bc S+S f2 SPF or better. All lumber cmboddcd
il thr ¡;rrrd rfrofltr üoted uiti¡ Chrornotcd c,ípptr Arsonots to o rstcntion lwsl of
0.60 pounds Pcr cubic foot.
4. Groding ¡hould bo such thot tho surfcce roter is droincd owoy from. thc loundotíon." ùiñù'* groìi rorir¿-ur rir ¡nctrss ot vedícol drop pcr ten fãet of hodzontol oroy from
thc for¡ndãtion (5i),
5, Fill usad for concrcto floor slob sub grodo, .rf present, sholl h reosonotly_grod{^9(0nyl0r
mote¡isl. nn usd'in'.ärrrin-ñıhs-.nın bi the cxcooted soil unless olheruise notcd. A¡l
nii tl,'.li bc frco from debris, rtoncs ov¿r 4'0, ond frozen moteriol.
6. Hectricol uo* is not o port of this drowing ond sholl be instolled os per opplicoble
codæ.
7 " Heoüng, ventihthg, ond ok conditioning work is not o port of this droring ond sholl h
instolld o$ Par oPPlicobla codæ.
ð, Plumbhg rork ís not o port of thi¡ droring ond sholl be instolled 08 por opplicoblc
codcs.
9. All noils orc to bs thrcodad hordcncd stocl unlcss olhorrisc notcd'
ÎCI. This dc¡ìqn is bos¡d on o building sito rith sond, siþ sond, cloyey scnd, siþ grovct,
r il HïjlïlllftIllilïil I ¡ ï¡ltt¡l I illf\lr üt[¡¡þh'l' ll ll I
f*?ît å,,.'"*iå¡ft r'å"äu o Ji'F.3 I å?6å"&nr ¡ rm cour¡'y co
prior approval of the building official'
21. section goz.tis amended by adding thc following dcfinition within thc alphabetical order
of the existing definitions to be included in Chapter 2'
FIRD DDPARTMENr OFFICIAL. The fire department ôfficial or tho statc of colorado
Division of Firc suroty or their authorizcd represcntative shall bo an approvod agcncy for
inspection of fire protcction systcms roquired by this code.
22. Section gO3.2.8 is amcnded by adding the following e,(ceptions:
903.2.8 Group R. An automatic sprinkler system ínstallEd in accordance with
Section gffi.t shaU bc provlded ttrroughout all buildings with a Group R firo a¡sa-
Exceptlon: t. Group R-2 with occupancy of 5 or less (maximum floor area of
1000 square ft. Table 1004'1'2)'
23. Section 1503 is amended by adding t$,o new subsections to rcad as follows:
'ií03':î
Snow-shed barrlers. Roofs shall bc designed to prcvent accumulations of snow
from shodding abovc or in fiont of gas utility or electric utility meters and egress doors.
LSOg,7.l Mechanlcsl barriers for metal roof shlngles and meü¡l roof panels.
. Mechanical barriers installed to prevent snow shedding from the roof shall be secured to
roof framing mombers or to solid blocking sccured to framing membors in acco¡dancc with
the manufach¡rer's installation instructions. Individual'dcvices installsd ln a group of
devicos to crsato a bagier to provent snow shcddíng shall be installed in at least two rows
with thc fifst ro$, no moru than 24 inchos from the odgo of tho roof or cavc. Tho rows shall
be parallel with the sxterÍor wall lino and thc devices in each row shall be staggered for a
*påing of no moro than 24 inches on conter measured parallel with the oxterior wall line
Continuous snow barricrs shall be securcd to roof framing at no morc than 48 inches on
center. Continuous baniars shall be installod paraltel with the exterior wall line and no
mo¡e,than 24 inches from thc edgc of the roof or eave'
2zt. Section 1608.2 is amended to read as follows:
160g.2 Roof snow load. As detormined by Garfield County snow load bæed on
slevatious. Snow loads (PÐ arc as follows;
TO 7m0FT, 40PSF
7001 ro 8000F1' 50PSF
8001 TO9000FT. T5PSF
9001 ro 10,000FT. 100PsF
potential unbalanced accumulations of snow at valleys, pæapets, roof stn¡ctures and offsots
21
llililr.tF{illiy+lü¡l[il,]fi1üIûhtr¡l¡lillq{f hhru'll¡ll
Rcc¡pllon$: E75t44
Ogr24't2ol6 éÔ:o8r24 ßn Je¡î âlb¡c¡oe
ãı' ãi' ãi'ñ¡ı-Éıı ; 3é, ¡¡0 oı-F.. ;0;06 6cnF ¡ELo cot l{rY c0
in roofs of unevcn configuration sha¡l be considered. Minimum snow loads are in pounds
per square foot of horizontal projected ârea. All snow Ioad designs are to be desÍgned and
sealed by a Colorado rogistered professional engineer or ar'clútect.
25. Section 1807.1 amcnded to road as follows:
1E07.1 General. Foundations shall be designed and cónstructcd ín accordancc with
Sections 1807.1.1 thtough 1897.1.6. All foundations shall bc designed and soalcd by a
Colorado licensed engineer or årchitcct except for foundations supporting a Group S-l or U
oocupancy not ovcr 600 squaro foot ofmaxi¡rum floor area.
26. Section 1807.2 is amended to read as follows:
1E07.2 Retaining walls. Retaining walls shall be designed in accordu¡co witlr Sections
t807.2,1through 1807.2.3 and be designed and sealcd by a Colorado licensed ongineer or
archiæct.
27. Sectio¡r 1807.3 is amcnded to road as follows
lü{I7. Embedded post and poles. Dosigns to rEsist both axial and lateral loads
cmploying post or polcs as columns emboddcd in earth or in concrote footiqgs in earth shall
be in accordanæ with Scctions 1807.3.1 through 1807.3.3 and designcd and sealed by a
Cr¡loradu liosnsed enginccr or a¡chitect.
28. Section 1808.1 is amended as follows
1808.1 Gsneral. Foundations sbali be designed and constructed in acco¡dance with
Scctions 1808.2 through 1808.9. Shallow foundations shall also satisfy the requirements of
Section 1809. Decp foundations shall also satisfy tbe requircmonrs of Section l$t[. All
foundations shall be designcd and sealed by a Colorado liconsed engineer or archítect
exccpt fior foundations supporting a Group S-I or U occupancy not ovôr 600 square foot of
footprint.
29. Section 1809.4 is amended to ¡ead:
1809.4 Depth and wldth of footlng. The minimum depth of footings below undisturbed
Sround gurface shall bo 12 inches, lVhere'applicable, the rcquiroments of Section
I809.5 shall also be satisfied. The minimum width of footings shalt be 16 inches unless
designed and sealed by a Colorado licensed engineer or architect. Footings are allowed
to be frost protected if designed and sealed by a Colorado engineer or architect.
30. Section 1809.7 is amended to read:
lE09:7 Prescripffve footings for light-frame construcüon. Minimum width of all
footings is 16 inches; minimum thickness of all footings is I ínches unlæs designed and
24