HomeMy WebLinkAboutConditions of PermitCONDITION OF PER MIT
BLRE-09-23-8288
SGJ D LLC
Addition - 10 ft x 10 ft Outdoor lnground Spa
17OB CR 121, GWS
Sec 32, Twns 0ó, RB7 - 218932200033
1) ALL WORK SHALL COMpLy W|TH THE 2015 TNTERNATTONAL RESTDENTIAL CODE (l.R.C.)
AND 2018 TNTERNATIONAL ENERGY CONSERVATION CODE (l.E.C.C.)
2) PROPOSED TMPROVEMENTS ARE SUBJECT TO ALL APPLTCABLE ITEMS CONTAINED lN THE
ATTACHED "GARFIELD COU NTY BUI LDING REOUIREMENTS". NUMBER REFERENCES
NOTED ON PLANS REFER TO SPECIFIC ITEMS ON THIS LIST.
3) ELECTRTCAL pERMtTTtNG AND TNSpECTtONS BY COLORADO STATE ELECTRIC BOARD.
ELECTRICAL ROUGH-IN APPROVAL IS REOUIRED AT FRAME INSPECTION. ELECTRICAL
FINAL APPROVAL IS REOUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY.
SPA BONDING PER NEC ó80 OR STATE ELECTRICAT BOARD.
4) WILDFIRE MITIGATION RECOMMENDATIONS: SHOULD COMPLY WITH WILDFIRE
MITIGATION AND DEFENSIBLE SPACE REQUIREMENTS PER COLORADO STATE FOREST
SERVICE AND LOCAL FIRE DISTRICT. PLEASE REFER TO THE GARFIELD COUNTY
COM M U N ITY DEVELOPM ENT WEBSITE FOR ADDITIONAL I N FORMATION.
5) GENERAL CONTRACTOR SHALL ENSURE LISTED LOCKING SAFETY COVER INSTALLED PER
ASTM F1346 OR MUST COMPLY WITH 2015 ISPSC BARRIER PROVISIONS; ENSURE
ELECTRICAL BONDING OF SURFACES PER NEC óBO AND PER STATE ELECTRICAL BOARD;
ENSURE TEMPERED GLAZING WHEREVER WITHIN óO INCHES OF WATER'S EDGE IN
ACCORDANCE WITH 20'I5 IRC SECTION R308.4#5.
ó) GARFTELD COUNTy HAS ADOPTED THE 2018 rECC. RESIDENTIAL ENERGY EFFICIENCY
SECTION R4O3.1O THROUGH R403.12 THROUGH R403.12 IS ATTACHED FOR OWNER /
CONTRACTOR KNOWLEDGE AND AWARENESS.
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4*AúåWE*YEFFT.TEN.Y
øpproved means of ventilation. outdoor air intakes and R403.10.2 Time switches' Time switches or other control
exhausts shall have automatic or gravity dampers that close methods that can automatically turn off and on according
when the ventilation system is not operating' to a preset scheduleshall be installed for heaters and pump
R403.6.1 whole-house mechanical ventilation system motôrs' Heaters and pump motors that have built-in time
fan efïicacy. Fans used to provide *nor"-nJ,iJî"¿ü;: switches shall be in compliance with this section'
cal ventilation shall meet the efficacy requiremenfs of Exceptions:
TableR403.6.l. l. Where public health standards require 24-hout
Exception: Where an air handler that is integral to pump operation'
tested and tistedqYÃC equipment is used to provide 2. Pumps that operate solar'- and waste-heat-recov-
whole-house mechanical ventilation, the air handler ery piol heating systems'
shall be powered by an electronically commutated R403.10.3 Covers. Outdoor heated pools and outdoor per-
motor' manent spas shall be provided with a vapor-retardant
R403.7 Equipment sizing and efficiency rating-(Manda coverototh"t approvedvapor-retardantmeans'
åîfJ; Tii"î#Å"",1üå;"î'3ïïS^t::";'#:,ä^i::i" Exceprion: where more rhan 75 percenr or the energv I
calculated in accordance with ACCA Manual J ır other for hıating' computed over an operation season of not I
øpproved heating and cooling calculation methodologies' less than tlh'ree cajendar months' is from a heat pump or I
New or replacement heating and cooling equipment shall an on-site renewable energy system' covers or other I
have an efficiency rating equal to or greater inân the mini- vapor-retardant means shall not be required'
mum required by federä law for thð geographic locarion R403.11 Portable spas (Mandatory). The energy consump-
where the equipment is installed. tion of electric-powıred portable spas shall be controlled by
R403.8 systems serving multiple dwelling units (Manda' thetequirements of APSP 14'
tory). Sysrems serving mulriple dwelling units rrrari"o-ptv R403.12 Residential pools and permanent residential
with sections c403 and c4o4 of fhe International Eneigy spas. Residential swimming pools and permanent residential
Conservation Code-Commercial provisions instead of Sei- spas that are accessory tó ãetached one- and two-family
tion R403.
r'v¡'.rvrvrqr
dwellings and townhouses three stories or less in height
R403.e snow mert and ice svstem contrors (Mi*::::l. i:îJ:fJî*"rT?J:,îå1t'#ïî"#,îlit"f;lhi3J$"t!1""
Snow- and ice-melting systems, supplied through energy ser-
vice to the building, shail include automatic controls capable
of shutting off the-iystem when the pavement temperature is SECTION R4O4
greater thãn 50'F (lb'C) and precipitation.is not falling, and FLECTRICAL POWER AND LIGHTING SYSTEMS
an automatic or manual contrôl tnát will allow shutoff when *:
rhe ourdoor temperatuJ i, j,"u,", than 40'F 1/'diäjl"
*"""
Ïi::*:ï-H:"Ë"iåifåîîtÍH'Ïj;iîäil1;,il";iilli3";?ff
t
R403.10 Pools and permanent spa energv ::i:iTt-l": fontain only higï-efficacy iutnpt' (r
Íi,? $î'J:i';ft::i"i.ä,å:i:i'#i "J":i:'å'åXd;:iäi; R404.1.1 Lighring equipment (Mandarorv). Fuer gas
;t_"gi, R403.10.3.
accor.ance wrur òtiçLrur¡' *
.' - ,
'
liËî::lt
ryrt"int snât noitrave continuously burning pilot
R403.L0.1 Heaters. The electric power to heaters shall be
controlled by a readily accessible on-off switch that is an
inte$al pari of the héater mounted on the exterior of the SECTION R405
r,"uËr, oï external to and within 3 feet (914 mm) of the SIMULATED PERFORMANCE ALTERNATIVE
heater. Operarion of such switch shall not change the set- (PERFORMANCE)
nmi: i"ffiîlffiffii:'riîn;î*:i1l'åilt3i,Jl y"or.t scope. rhis section estabrishes criteria ror compri-
Gas-fired heaters shall not be equipped wiifr continuously ance using simulated enefgy performance analysis' Such
burning ignition Pilots.
TABLE R403.6.1
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WHOLE-HOUSE MECHANICA L VENT¡LATION SYSTEM FAN EFF¡CACY'
FAN LOCATION
AIR FLOW RATE MINIMUM
(cFM)
MINIMUM EFFICACY
(cFM/WATT)
AIR FLOW RATE MAXIMUM
(cFM)
HRV orERV Any |.2 cfn/watt Any
Range hoods Any 2.8 cfm/watt Any
Inline fan Any 2.8 cfm/watt Any
Bathroom, utilitY room 10 1.4 cfrnlwatt <90
Bathroom, utilitY room 90 2.8 cfn/watt Any
For SI: 1 cfm = 28.3 L/min.
a. When tested in accordance with HVI Standard 916'
2018 INTERNATIONAL ENERGY CONSERVATION CODE@
R-37
I
Co¡iJÞ/no/t/
attaahmanfGENERAL COMPL¡ANCE
permanent residential spas shall be controlled in accordance
with the requirements of APSP 15.
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SECTION 304
FLOOD HAZARD AREAS
304.1 General. The provisions of Section 304 shall control
I the design and construction of pools and spas installed in
floocl hazard areas.
tBSl 304.2 Determination of impacts based on location.
Pools and spas located inflood hazard areas indicated within
the International Building Code ot the International Residen'
tial Code shall comply with Section 304.2.1 or 304.2.2.
Exception: Pools and spas located inriverineflood hazard
areas that are outside of designated floodways and pools
and spas located in flood hazard areas where the source of
flooding is tides, storm surges or coastal storms.
[BS] 304.2.1 Pools and spas located in designated flood-
ways. Where pools and spas are located in designated
floodways, documentation shall be submitted to the code
official that demonstrates that the construction of the pools
and spas will not increase the design flood elevation at any
point within the jurisdiction.
[BS] 304.2.2 Pools and spas located where floodways
have not been designated. Where pools and spas are
located where design flood elevations are specified but
floodways have not been designated, the applicant shall
provide a floodway analysis that demonstrates that the
proposed pool or spa and any associated grading and fill-
ing, will not increase the design flood elevation more than
1 foot (305 mm) at any point within the jurisdiction.
[BS] 304.3 Pools and spas in coastal high-hazard areas.
Pools and spas installed in coastal high-hazard areas shall be
designed and constructed in accordance with ASCE 24.
I tBSl 304.4 Protection of equipment. Equipment shall be
elevated to or above the design flood elevation or be
anchored to prevent flotation and protected to prevent water
from entering or accumulating within the components during
conditions of flooding.
304.5 GFCtr protection. Electrical equipment installecl
below the design flood elevation shall be supplied by branch
circuits that have ground-fault circuit interrupter protection
for personnel.
SECTION 305
BARRIER REQI,JIREMENTS
305.1 General. The provisions of this section shall apply to
I the design of barriers for pools and spas. These design con-- trols are intencled to provide protection against the potential
drowning and near drowning by restricting access to such
I pools or spas. These requirements provide an integrated level
of protection against potential drowning through the use of
physical barriers and warning devices.
Exceptions:
1. Spas and hot tubs with a lockable safety cover that
complies with ASTM F 1346.
2. Swimming pools with a powered safety cover that
complies with ASTM F 1346.
305.2 Outdoor swimming pools and spas. Outdoor pools
and spas and indoor swimming pools shall be surrounded by
a banier that complies with Sections 305.2.1through 305.7.
305.2.1 Barrier height and clearances. Barrier heights
and clearances shall be in accordance with all of the fol-
lowing:
1. The top of the banier shall be not less than 48 inches
(1219 mm) above grade where measured on the side
of the barrier that faces away from the pool or spa.
Such height shall exist around the entire perimeter
of the bamier and for a distance of 3 feet (914 mm)
measured horizontally from the outside of the
required barrier.
2. The veltical clearance between grade and the bottom
of the barrier shall not exceed 2 inches (51 mm) for
grade surfaces that are not solid, such as grass or
gravel, where measured on the side of the barrier
that faces away from the pool or spa.
3. The vertical clearance between a surface below the
barrier to a solid surface, such as concrete, and the
bottom of the required barrier shall not exceed 4
inches (102 mm) where measured on the side of the
required banier that faces away from the pool or
spa.
4. Where the top of the pool or spa structure is above
grade, the barrier shall be installed on grade or shall
be mounted on top of the pool or spa structure.
Where the barrier is mounted on the top of the pool
or spa, the vertical clearance between the top of the
pool or spa and the botQm of the barrier shall not
exceed 4 inches (102 mm)ì
305.2.2 Openings. Openings in the barrier shall not allow
passage of a 4-inch-diameter (102 mm) sphere.
305.2.3 Solid barrier surfaces. Solid baniers that do not
have openings shall not contain indentations or protrusions
that form handholds and footholds, except for normal con-
struction tolerances and tooled masonry joints.
305.2.4 Mesh fence as a barrier. Mesh fences, other than I
chain link fences in accordance with Section 305.2.7, shall
be installed in accordance with the manufacturer's instruc-
tions and shall comply with the following:
1. The bottom of the mesh fence shall be not more than I
1 inch (25 mm) above the deck or installed surface
or grade.
2. The maximum vertical clearance from the bottom of
the mesh fence and the solid surface shall not permit
the fence to be lifted more than 4 inches (102 mm)
from grade or decking.
3. The fence shall be designed and constructed so that
it does not allow passage of a 4-inch (102 mm)
sphere under any mesh panel. The maximum verti-
cal clearance from the bottom of the mesh fence and
the solid surface shall not be more than 4 inches
(102 mm) from grade or decking.
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14 2015 INTERNATIONAL SWIMMING POOL AND SPA CODEfM
GENERAL COMPLIANCE
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4. An attachment device shall attach each barrier sec_
tion at a height not lower rhan 45 inches (1143 mm)
above grade. Common attachment devices include,
but are not limited to; devices that provide the secu_rity equal to or greater than that of a hook_and_eye_
type latch incorporating a spring_actuated retaining
lever such as a safety gate hook.
5. Where a hinged gate is used with a mesh fence, the
gate shall comply with Section 305.3.
6. Patio deck sleeves such as vertical post receptacles
that are placed inside the patio surfaìe shall be of a
nonconductive material.
7. Mesh fences shall not be installed on top of
onground res idential pools.
305.2.5 Closely spaced horizontal rnembers. Where the
barrier is composed of horizontal and vertical members
and the distance between the tops of the horizontal mem_
bers is less than 45 inches (ú43 mm), the horizontal
members shall be located on the pool or spa side of the
fence. Spacing between vertical mêmbers shall not exceed
l'lo inches (44 mm) in width. Where there are decorative
cutouts within vertical members, spacing within the cut_
outs shall not exceed 13/o inches (44 mm) in width.
305.2,6 Widely spaced horizontal members. Where thebarier is composed of horizontal and vertical members
and the distance between the tops of the horizontal mem_
bers is 45 inches (1143 mm) or more, spacing between
vertical members shall not exceed 4 inches Õ02 mm).
Where there are decorative cutouts within vertical mem_
bers, the interior width of the cutouts shall not exceed l3lo
inches (44 mm).
305.2.7 Chain link dimensions. The maximum opening
formed by a chain link fence shall be not more tltan tti
inches (44 mm). Where the fence is provided with slatJ
fastened at the top and bottom which rıduce the openings,
such openings shall be not more than 13/oinches (44 mri).
305.2.8 Diagonal members. Where the banier is com_
posed of diagonal members, the maximum opening
formed by the diagonal members shall be not more than
1'lo inches (44 mm). The angle of diagonal members shall
be not greater than 45 degrees (0.79 l:Ld) from vertical.
305.2.9 Clear zone. There shall be a clear zone of not less
than 36 inches (914 mm) between the exterior of the bar_rier and any pennanent structures or equipment such as
pumps, filters and heaters that can be useã to climb the
barrier.
305.2.10 Poolside barrier setbacks. The pool or spa side
of the required barier shall be not less nan 2O inchås (50g
mm) from the water's edge.
305.3 Gates. Access gates shall comply with the require_
ments of Sections 305.3.1 through 305.3.3 and shall be
equipped to accommodate a locking device. pedestrian access
I gut"r shall open outward away from the pool or spa, shall be
self-closing and shall have a self-latching device.
i_0Í SF :ture wall as a barrier. Where a wail of a dwell_rng or structure serves as part of the barrier and where doorsor windows provide direci.access.lg rh; ñ"î;r spa rhroughthat wall, one of the following shall be r.,iJr"¿l
1. Operable windows having a sill height of less than 4ginches (1219 mm) above"rrr" i"¿"ã.ï"ilhed floor anddoors shall have an atu.m tt ut proã;;;, an audiblewarning when rhe window, d".r;;;;; screens areopened. The alarm shall be t¡ste¿ aid toørtr¿as a waterhazard enrrance alarm in u""o.ãun"J líri, ul 20ti . Indwellings or structu.es not requireá to îe eccessi¡teunits, Type A units or Type n ""rtr, tfr" ãperable partsof rhe alarm deactivation ,*it.f,"ì-r¡äi ie tocated 54inches (1372 mm) or more above,t
" ünirt"¿ floor. Indweilings ol structures-required to ¡" À"Ë"rrible units,Type A units or Type.B.units, ,h" "r;i" parrs of thealarm deactivation switches sfrall Ue locuì"¿ no, greater,.\1\ !4 inches (1372 mm) and ""il"r, ,f,"" 48 inches(1219 mm) above rhe finished ft;;; --"" ""
305.3.1 Utility or service gates. Gates not intended forpedesrrian use, such as utitity"or;".;t"ı;;;;, rhuu r"_uinIocked when not in use-
305.3.2 Double or multiple gates. Double gates or multi_ple gares shall have atleast ;;ï""f ;;i"ãî pru"" unothe adjacent leaf shall ¡" ,""ur"ã ffi'; setf_latchingdevice. The gare and banier snall noil,""å öå¡"gs larger
thalt/z inch 0 2.7 mm) 'irhì; i'8;;Ë;i4#;,n) or thelatch release mechanism. rn" ,.niåtJin! aevice strailcomply wirh rhe requiremenrs of s""tion jô8.¡.¡.
3ql.l.3 Latches. Where rhe release mechanism of theselfJarching device is loç¿¡e¿ l"rr;h;'il'inches (1372mm) from grade, the release rn""f,unirÅ ,fr_ff
'¡"
locatedon the pool or spa side of-the gateiä;^iessä;" 3 inches t(76 mm) betow the ron of the s;;.il;;;u,åno baniersh.a]l. ngl have openings grearer Í"han tlrjnch (l 2.7 mm)within 1 8 inches (a57 mm) of the release',.ät unirrn.
2. A safety cover that is tisted and labeled in accordancewith ASTM F 1346 is installed fo, if,ã poof, and spas.
3. An approved meansof protection, such as self_closingdoors with self_latching ¿"vic"s, is provided. Suchmeans of protection shali provide a Oeg.;; of protectionrhar is not less rhan the protection ;fÃ?ü by Item I or2.
305.5 onground residentiar poor structure as a barrier.An onground residentiar p*î *uri-ri*äui"'o, a bariermounje$. on top of an ongrou nd resirlential fool wall struc_ture shall serve as a baniei where alt "]ïtäfãif"*ing condi_tions are present:
1. Where only the pool wall serves as the barrier, the bot_tom of the wall is on grade, the top of the wall is notless rhan 4g inches ii2t9 mml uiou"-gruO" for rheentire perimeter of the pool, the wall com-plies with therequirements of Section 305.2 and the påol manufac_turer allows the wall to serve as a barrier]
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2Of 5 INTERNATIONAL SWIMMING POOL AND SPA CODEIM
15
,ìli
GENERAL COMPLIANCE
2. Where abarner is mounted on top of the pool wall' the
top of the barriet is not less than 48 inches (1219 mm)
abive grade for the entire perimeter of the pool, and the
wall arid the barrier on top of the wall comply with the
requirements of Section 305'2'
3. Ladders or steps used as means of access to the pool are
capable of being secured, locked or removed to prevent
access except where the ladder or steps are surrounded
by a barrier that meets the requirements of Section 305.
4. Openings created by the securing, locking or removal
of ladders and steps do not allow the passage of a 4-
inch (102 mm) diameter sphere.
5. Barriers that are mounted on top of onground resíden-
tial pool walls are installed in accordance with the pool
manufacturer' s instructions.
than 33/oinches (95 mm) and not greater thanTt/rinches (191
mm). The tread distance from front to back shall be not less
than 11 inches (279 mm). Step risers for decks of residential
pools and spas shall be uniform and shall have a height not
exceeding 71/, inches (191 rnm). The tread distancé from
front to back shall be not less than 10 inches (254 mm).
306-.4 Deck steps handrail required. public pool and spa
deck steps having three or more risers shall be provided with
a handrail.
306.5 Slope. The minimum slope of decks shall be in accor-
dance with Table 306.5 except where an alternative drainage
method is provided that prevents the accumulation or poohñg
ofwater. The slope for decks, other than wood decks, itutt Ué
not greater thant/rinch per foot (1 mm per 24 mm) except for
rlTqg. The slope for wood and wood/plasric composite ãecks
shall be not greater than 1/oinch per 1 foot (1 mm þer 4g mm).
Decks shall . be sloped so that standing water will not be
deeper than r/8 inch (3.2 mm), 20 minutıs after the cessation
of the addition of water to the deck.
306.6 Gaps. Gaps shall be provided between deck boards in
wood and wood/plastic composite decks. Gaps shall be con_
sjstent with approved engineering methods with respect to
the type ofwood used and shall not cause a tripping hazard.
306.6.L Maximum gap. The open gap between pool decks
and adjoining decks or walkways, including joinì mabrial,
shall be not greater than3/oinch (19.1 mm). itre difference
in vertical elevation between the pool deck and the adjoin_
ing sidewalk shall be not greater ihant/oinch (6.4 mm).
306.7 Concrete joints. Isolation joints that occur where the
pool coping meets the concrete deck shall be water tight.
306.7.1Joints at coping. Joints that occur where the pool
coping meets the concrete deck shall be installed to prôtect
the coping and its mortar bed from damage as a result of
the anticipated movement of adjoining deck.
306.7.2 Crack control" Joints in a deck shall be provided
to minimize visible cracks outside of the control joints
caused by imposed stresses or movement of the slab.
306.7.3 Movement control. Areas where decks join exist_
ing concrete work shall be provided with a joint to protect
the pool from damage caused by relative mıvement.
306.8 Deck edges. The edges of decks shail be radiused,
tapered, or qtherwise designed to eliminate sharp corners.
I
I 305.6 _Natural barriers. In the case where the pool or spa
area abuts the edge of a lake or other natural body of watır,
public access is not permitted or allowed along the shoreline,
and required barriers extend to and beyond the water,s edge
not less than 18 inches (457 mm), a barrier is not required
I between the natural body of water shoreline and the pôol orI tpu'
_ 105.7 Natural topography. Narural topography rhar prevenrs
I direct access to the pool or spa area shalt inilude but not be
limited to mountains and natural rock formations. A natural
barrier approved by the governing body shail be acceptable
provided that the degree ofprotection is not less than thè pro-
tection afforded by the requirements of Sections 3ô5.2
through 305.5.
sEcTtoN 306
DECKS
306.1 General. Decks shall be designed and installed in
accordance with the International Residential Code or the
International Building Code, as applicable in accordance
with Section 102.7 .1, except as provided in this section.
306"2 Slip resistant. Decks, ramps, coping, and similar step
surfaces shall be slip resistant and cleanable. Special featurei
in or on decks such as markers, brand insigniãs, and similar
materials shall be slip resistant.
I 306.3 Step risers and treads. Step risers for decks ofpublic
I pools and spas shall be uniform and have a height nôt less
TABLE 306.5
MINIMUM DRAINAGE SLOPES FOR DECK SURFACES
t
t
I
For SI: 1 inch=25.4 mm, 1 foot = 304.8 mm.
SURFACE MINIMUM DRAINAGE SLOPE
(tNcH PER FOOT)
Carpet t/,
Exposed aggregate It
Textnred, hand-finished concrete Itta
Travertine/brick-set pavers, public pools or spas
Travertine/brick-set pavers, residential pools or spas /8
Wood tl,
Wood/plastic composite tl..
16 2015 INTERNATIONAL SWIMMING POOL AND SPA CODETM
N 2. ZONE DISTRICT REGULAT¡ONS.Dtvtsto
The purpose of this Division is to identify the lot and building restrictions for each zone district.
ln addition to these general requirements, all land uses shall comply with the applicable
standards set forth in Article 7, Standards.
3-20{. ZONE DISTRICT DIMENSIONS.
Table 3-201 identifies the dimensional standards for each zone district.
Front
Local
Rear Side
Maxlmum
Lot
Coverage
("/")
Maximum
Floor Area
Ratlo
Arterlal
Minimum
Lot Areal
Zone Dlstrict
10 R: 25
NR:4015N/A 50 25 252 acresRural
R
10 255Qo/o 50 25 2520,000 s.f 50Residential - Suburban
RS
2550%50 25 25 107,500 s.f 50Residential - Urban
RU
50 25 25 10 2550
Resldential-M anufactured
Home Park
MHP
2 acres
R: 25
C:7.5 10 40NC:75
C: 85 50%50 257,500 s.fCommercial - Limited
CL
4A5Qo/o 50 aË,R: 25
C:7.5 107,500 s.f NC:75
C: 85
Commercial - General
GG
40NiA5025251021,780 s.f 75lndustrial
I
25 25 aE,25 5035 acresPlateau
RLP
.E 25 25 25 5035 acresEscarpment
RLE
25 25 25 502535 acresTalus Slopes
RLTS
10 75'15
25 25 2535 acres
R: 2 acres
Gentle Slopes
RLGS
Subjectto FAA, FAR Part77, Airport Layout
Plan, Building Codes, and other applicable
Federal, State, and local standards and
regulations
Public Airpod
PA
Public Lands
PL
1
2
3
4
105, Adequate Central Water Distribution and Wastewater System.
maximum height provided they are reviewed (if required) and approved
Unless otherwise required by section 7-
Telecommunication Facllities may exceed
pursuant to Table 3-403, Use Table.
Parapet walls may exceed building height limitations by 4 feet.
and similar non-inhabitable building appurtenances, andStacks, vents, cooling towers, elevator cupolas, towers,
Place of Worship shall be exempt from hei oht limitations.cupolas. spires, and belfries constructed as part of a
Legend
R=Residential
NR=lrlonresidential
C=Commercial
NC=Noncommercial
Table 3-201: Zone District Dimensions
Setbacks {feet}Lot Size
Height
(feet)
2,4,5
GARFTELD Coururv L¡ruo Use AND DEVELoPMENT CoDE 3-5
3.202.,GENERAL RESTRICTIONS AND MEA8UREMENTS.
A. Frontage.
Unless othenruise provided by this Code, each lot shall have a minimum of 25 lineai feet
of frontage on a ciedicaied street or roaci right-of-way proviciing access.
B. Through Lots.
On lots extending from 1 street to another paralleling slreet, both streets shall be
considered as front streets for purposes of calculating front yard setbacks.
C. Corner Lots.
On lots bordered on 2 contiguous sides by streets, the required front yard setback shall
be observed along both streets.
D. RowHouse.
For purposes of setback calculations, only those row houses that do not share a
common wall with an adjacent row house need to observe the required side yard
setback for the district.
E. Partially Developed Frontages.
On a vacant lot bordered on 2 sides by previously constructed buildings that do not meet
the required front yard setback for the district, the required front yard setback for the
vacant lot shall be established as the averaged front yard setback of the 2 adjacent
buildings; where a vacant lot is bordered on only 1 side by a previously constructed
building that does not meet the required front yard setback for the district, the required
front yard setback for the vacant lot shall be established as the averaged front yard
setback of the adjacent building and the minimum front yard setback for the zone district.
F. Projections.
Every part of a required yard shall be unobstructed from ground level to the sky except
for projections as shown in Table 3-202.
3-301. FLOODP OVERI-AY
A. Use Restrictions in the Floodplain Overlay.
The following use restrictions shall apply to areas within the Floodplain Overlay:
Architectural Features (e.9. Cornice or sills)1 Foot 1 Foot 1 Foot
Roof Eave 18 lnches1B lnches 18 lnches
At-Grade Uncovered Porch, Slab, Patio, Walk, Steps No Restriction No Restriction No Reskiction
rrrv Êsuaptrr Þiíçuily (r\ur. useu u5 rass¿rgew¿lys)4 reer rö tncnes 4 FECI
No RestrictionPorch and Deck (Less Than 30 lnches in Height)No Restriction No Restriction
Table 3-202: Projections
Allowed Encroachment ¡nto Setbacks
ffoalYard Sida Yald Êaar Yard
Typo of Feâü¡rc
DIVISION 3. OVERLAY DISTRICT REGULATIONS.
GnRnem Gou¡¡ry LAND UsE arr¡o Developruerur Cooe 3-6
Colleen W¡rth
From:
Sent:
To:
Cc:
Subject:
Colleen Wirth
Thursday, September 28, 2023 1 0:1 9 AM
Hailey Gonzales
Joshua Martinez; MOM
RE: Buck Point Ranch Plot
Thanks Hailey,
please print a hard copy of the attached image(s) and have them avaílable for future building inspections.
It seems, Garfield County's security sett¡ngs are not allowing me to open the image.
As you indicate this it to be located closerto the house, l'll redline and CONDITIONALLY stamp the prints with that
understanding.
Thanks for your efforts,
Colleen W¡rth
Building Plans Examiner
Garfield County Community Development
108 8th Street, Suite 401
(970) 945-1377 ext L6Io
cwirth @ga rfield-cou nty.com
From: Hailey Gonzales <haileygonzales@hydropools.net>
Sent: Thursday, September 28, 2023 10:15 AM
To: Colleen Wirth <cwirth @ga rfield-county.com>
Cc: joshua Martinez <joshmartinez@hydropools.neÞ; MOM <lorrimartinez@hydropools.net>
Subiect: Re: Buck Point Ranch Plot
HiColleen,
The spa is represented by the image on top, in the section closerto the house
Please let me know if you have any other questionsl
Kind regards,
Hailey Gonzales
Executive Assistant
H ailevGonzales @h)¡dropools. net
On Wed, Sep 27,2O23 at t2:47 PM Colleen Wirth <cwirth@sarfield-countv.com> wrote:
Unfortunately, Garfield County doesn't currently have electroníc plan review / blue beam capabilities.
1
Tiny
From the email attachment I can ZOOM in (with less clarity) or print with 4 by 6 inch dimensioned page.
r Flon*e ø,nüïrr'&the,&{ s,pi,Ûliü'fifl,"FhüpsßffiW{K'&fllffiMugotÏonno,Ðil.tlrçf,qquse?
And notlocatsd q,Cfäoerfi ûhè rryfter þond ffidturs {fl$rô d¡sffi:nt
:
: Please confirm in writing or clearly label the spa at its current proposed location.
' Send your response to Colleen Wirth, Plans Examiner, cwirth@garfield-countv.com
THANK YOU!!!
Or this one?
2
tr
tr
From: Josh ua Ma rti nez < ioshma rtinez@ hvd ropoo ls. net>
Sent: Wednesday, September 27,202312:13 PM
To: Colleen Wirth < cwirth@ga rfield-cou ntv.com>
Cc: MOM <lorrimartinez@hvdropools.neÞ; Hailey Gonzales <HailevGonzales@hvdropools.net>
Subject: Buck Point Ranch Plot
Hello Colleen,
Here is the latest plot plan from the builder on the placement of the spa for this project. Please let me know if you need
or have any other quest¡ons.
3
Thank you so much
Joshua Martinez
Owner
Hydro Pools LLC
(720)987-4381
Hydropools.net
H
4