HomeMy WebLinkAbout4297\.'.~""'~.o~•--~e;•o•;;--••~•~•-•·~·"':'''~
GARFIEL[) COUNTY
BUIL[)ING, SANITATION and PLANNING [)EPAFffMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
04297
J.obAddress ------'0'-'3,_,8,_,l,__,C,_,."'-R'-'''-'lce3co0'---------=-G=l-=en=w-"-'-oo=-d=-=-Sp,_r~in00g"-s'-· -----------------
Nature of Work Building Permit
Use of Building ----=B,.;r"'i"c"k'--V"eu"'°'e"'e"'r'--an""d"-"S-"t"ov=e'------------------------------
Owner ______ _,,R~o~b~e~r~t'--D~._,_11~e~·~1s~c~l~1k""'e~l'---------------------------------
Contractor _____ ,,,,,.....""---------------------------------------
Amount of Permit $ _ _,3"'9._ • ._J._o,.__ _______ _
White~ Treas.
Canary -Office
Pink-Applicant
Gold -Duplicate
Permit $54,00
Plan $35.10
Date: August 20, 1991
R,. Beri1te.t t
Clerk
'•.".
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER Lf ;;J.__Cj /
DATE Cl.-aD-9L ~
-eAssesu:rs Paree/#
please print or type
---!ADDRESS __ ';3_f~l~!_l_o_£ ... -_2_.,.(,.'-,'~'"'~"-u~..i~-~'·-'-'"'' ;~'·~· -~<'-··1-i_.,I ~.-,
SUBDIVISION
"' D .... u
~ z
D u
NEW
PILlNG # LOT ff ----
TAX SCllr:DULE #
LEGAL (SEC/TWN/RNG)
____ BLOCK#
------------
ADDRESS CITY ---------------1~~Z!E-8_8 ___ ::::::::::::::::::::::::::::::::::::.~~-----_ ... _ .. -_._·-=-----___ ---
_cITY
IPHONE _______ LICENSE#·-==-~--~=--~-----
CLASS OF WORK
----ALTERATION , /
DEMOLI81/ REPAIR
ADDITION
MOVE: _____ ., __
MOBlLE HOME (ma.ke/model) ,.,rf+.
s·,p. OP BUILDING Allr _,,,,._,s~.F-.--,-)F--W-. T------
# OF FLOORS 1'.1/A:: HEIGHT ALA-=
# OF FAMILY UNITS v ..........---# OF BE'ED~R~o;(ioi'it-1ss:::=:===
INTENDED USE OF BUILDING __.'.'.'.:::::::::__ _______ _
GARAGE: SINGLE DBT, CARPOR1': /'JINGLE DBL
FIREPLACE \fud -~J.)]t:,1(] ('lt<S 6_r-l,..(f k'<n~---;::-
1
DOCUMENTS ATTACHED
WATER SUPPLY ful$1f,~M
DRIVEWAY PERMIT ''
SITE PLAN ,4..-----·---------
BUILDING PLANS ....,..
------,,..,,-~----------SANITARY sewr:R CLPARANCE UA-
ON SITE SEWAGE DISPOSAL P_E..,RM~I~T--,Ab~~~~------
OTIIER DOCUME:NTS (specify)
PLOT PLAN
NOTE: Show easements 1 property line dimensions,
all other structures, specify north, and street
name. Fo.z.· odd shaped lots, or 1 t-space is
too smal.l,, provide separate plot plan.
# OF BUILDINGS NOW ON PARCEL __.63=~"-e,=------
USE OF BU!J:-YTNGS NOW ON PARCEL _______ _
re.s c?l~ c 12...
FRON1' PROPERTY LINE
STREET NAllE/ROAD NUMBER -----------CHECK IF CORNER LOT
DPSCRIPTION 0F1o~r FI,ANNED,J+tu'/ SP 6C. I l JI .. ,.,,
)1 la /,.;,,,o /,,~St,"'~ e,,,,1,,,11rr'
I hereby acknowledge that I have read this
application and the above is correct and I
agree to comply with all county ordinances
and state .laws regulating uilding construction.
'II ·;··. ,• I )I ''~;./, .. · ;·/'."/ .·',,.
SIG
VALUATION -c-=-.---'-'~/"'-;Z_=r'o/-~12.B_ FOR OFFICE USE ONLY
PJ;"RMIT FEE $!£4-,.,0FLAN CHECK F-_E_E_$-.,,J_s; __ l_C> __ _
TOTAL FEE $ Jf!9.Jt!J SCHOOL I/1PACT FPE $ _l\/A._
DATE PERMIT ISSUED
ZONING DISTRICT ~ p
TYPE OF OCCUPANCY ----~.Q.~--~3~.~-----
TYPE OF CONSTRUC1'ION --~V~-~lif~-------
S .F. OF BUILDING !VA
MAX. HEIGHT /lr4
SETBACKS PROM PROPERTY LINE:
REAR RlGIIT -----
S.F. OF LOT ----
ROAD CLA8S.
FRONT ±30'
LP,F'I'
OFF 8TRE/l'T PARKING SPACES REQUIRED
FLOOD HAZARD ----------------
CPRTIFIED BT,DG ELEVATION
---------~
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT -----------~
ADDITIONAL INFORMATION NEEDED _______ _
CERTIFIE'D BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
APPROVED· !J'· 1tw
DATE
PERMIT '---OWNllwM"il>Z.:/ElLSCHk£L r.QCJ\TION 0381 c.,. er:/ /..3@ CONTl1$.t~.~·L~~~~~~~~
TUE FOLLOWING ITEMS Ml\Y lll\VE JJF.BN OMITTED Fl\OM YOUR PLl\NS OR Ml\Y NOT COMPLY Wn'll
TUE PROVISIONS OF THE UNlFORM llUH,DING CODES. PLEl\SE CHECK ALL CIRCLED ITllMS
Bl'l'DRE BEGINNING CONS~·nuc•rroN. l\LL REFERENCES l\RE 1908 l'OITlONS OF THE CODES.
THESE I'1'EMS ARE REQUIREMENT$ FOR R-3 OCCUPANCIES ONLY (ONE ANO TWO FAMILY
OWEl,LINGS) l\ND ARE NOT ALL INCLUSIVE OF T!IE CODE REQUIREMENTS, BUT ARE MEANT AS
A GUlDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO COOR
REQUIREMENTS. TllE APPROVED PLANS RETURNED TO YOU SHALL BE llllPT AT TllE BUILDING
SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
CONTACT TUE COLORADO ELJ;;CTRlCAL INSPECTOR.
TllERE SHALL Bil A FINllL INSPllCTION AND APPROVAL OF ALL BUILlllNGS JI.Nil STRUCTURllS
WllllN COMPLllTllD l\Nll Rlll\DY FOR OCCUPANCY l\Nll USll -UBC SBC. 305 (d).
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Concret.e for foundlltio1lS and J.oad bearing alaba is required to be 3000 psi
in 28 days -UBC Chapter 26. Mortar and grout Bhall be in aceordan~e with
UBC Chnpter ?.4 & Table 24-A and 24-B.
Ma.sonx-y units, rnort.a.r, and gr.out shall be pX'otected during cold weather .in
accordance with UBC Sec. 2404 (C). Concrete ehnll be protected during cold
or hot weather in accordance with UBC Sec. 2605 (f) and (9)•
Minimum concrete and/or masonry foundation reinforcement requirements are
shown on the attachment. (Note1 these minimums apply only if a foundation
soils investigation is not performed a.nd the soils are osi::umed to have an
expaneJon index of 20 or lees and footing loads less than 2000 lbs/linear
foot -UBC Sec. 2904 (a) and (b) and Sec. 2906.
Foundation frost. protectior\ is 30" f~orn finiahed grade to top of footing -
UBC 2907 (").
Fouil.dations shall extend a min. of 6 •• above finished grade -UDC 2907 (d).
P~ovide for the control and drainage of surface water away from the building
-UBC 2907 (f).
Found~tion walls enclosing a basement below grade shall be damp-p~ootad on
the exterior with approved materials -UBC Sec, 1107 (d).
Foundation plates or sills shall be redwood or pressure treated wood (UBC--
2516 (c)), and shall be bolted to the foundation with not leas then 1/2 • dia
bolts embedded at least 7 11 into concrete Ol:' masonry, spaced not more than
6 feet npnrt, min. of 2 bolts per piece and within 12" of each end of piece
-UBC 2907 (f),
Exterior concrete or masonry piera ahall extend en min. above grede unless
the posts or colt1mns whi.ch they support art:! treated o;a:-decay resistant wood.
Columns and posts located in b~sements ahall be supported by concrete piers
oi:-metal pedestals extending 6 11 min. above earth and 1" min. above floor
unless t:cea:ted or decay resistant wood -UBC Sec. 2516 (C) 4.
Manufactu:red ·trusses, and manufactured joists and beams (i.e. TJI /Mlcro-
Lams, aCI/Versa~Lams, Glu-Larns; etc.) 1 shall be aized and installed in
accordance with the manufacturers requirements.
Wood joists or floor boams located closer than, 19 11 or wood girders closer
1.l!A.n 12" to the ground in crawl spaces shall be treated or decay resistant
wood -UBC Sec. 2516 (c) 2.
Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and ends unless treated or decay resistant wood -UBC Sec. 2516 (c)
5. Ends of beams and gJ.rder.s shAll have min. 3" of bearing on roa.19onry or
oonc~ete -UBC Sec. 2517 (c).
Floor joists under and parallel t·o bearing partitions ehall be doubled USC
2517 (d) 5.
Floo~ joists require full depth solid hlock!ng ond must lop a min. of l"
over bearing supports ~ unc 2517 (d) 3.
Beams, roof r~ft~rs, and ceiling and floor joists a hall be supported
laterally in accordance wah UAC 2506 (h).
Columns, posts, beams, and qirde.t:'a ahllll hB\ra positive connections provided
to ensure against both uplift and lateral displacement -uac Sec. 2516 (m).
Ends of floor joists shall have 1 1/2 1 ~ min. bearing on wood or metal and no
less than Jti on concrete or masonry -UBC Sec. 2517 (c) and (d) 2.
Not~hea on the ends of flOo~ joists ~ max. 1/4 joist depth. Bored holes not
within· :2 '' of top o:i:-bottom of joist and hole diameter no larger than 1/3
depth of joist. Notches at top or bottom shall not exceed I/6 depth and not
located in middle I/3 span -UBC Soc. 2517 (d) 3.
Vloor joists and/or roof ~afters are insuf flciant for the span -UBC Table
25-V-J-l and UBC Standards,
Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC
Sec. 2305 (d)-dead loads shall be aa required in UBC Sec. 2305.
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Vloor live Joad shall be 40 psf -UBC Sec.2304 (a) 11nd Table 23-A-l -dead
loada shall be ~e required in UBC Sec. 2304.
Basic wind speed shall be BO mph ~ Uac Sec. 2311,
Headt:!rs over wall openings 4 • wide or les:s shall be doubled 2 11 frt1.mlng
lumber on edge. Over 4' wide the header shall be eized for the .epan ~ UBC
Sec. 2517 (g) 5,
Bearing walla supporting two floor. loads a~e requirt:!d to be ~ min. of 3" x
4 11 or 2''x 6" studs with a max. epaclng of 16 11 on center-UBC Sec. 2517 (9) l.
Wood atuds may be cut or notched to a depth not exceeding 25% of width in
e><terior waUs and bearing partitions and not exceeding 40% of width in non-
bearing partitions -uac Sec. 2517 (g) 9.
Wood studs may have bo;red holes no greater in diameter than 40% of stud
width, 60% of width Of doubled studs (but not more than 2 successive doubled
etuda). No holes shall ba bored nearer than 5/8" to edge of stud -UBC Sec.
2517 (g) 9.
Wall bracing req1~;tred both aides of each cornt:!r and every 25 lineal feet ...
the braced p~nel must be a min. of 40 1• in wi.dt:.h perpendiculaJ." to atude -UBC
Sec. 2517 (9) 3.
Approximate min. inaulntion val,1es are R-19 walls, R-25 roofs, and R-11
floors over unheated apace -see plans for moro apeciflo requ.lremants. -
1'Colorado Enorgy conservation Standards. '1
Foinm plastic insulation shall be eep.!t.rated from the building interior,.
Including attics and crawl spaces, in accordance with UaC Sec. 1712. Other
insulation (.including duct. and plenum insulation and coverings pe.r UMC
Chapter 10) including f.!1.cings shnll meet the requirements of UBC Sec. 1713.
}fni;onry and stone veneer unite (5'1 max. in thi~kness) shall have min. aize
of No. 22 gauge by 1" galv. TI1eta.l ties or No. 9 gauge galv. wire ties and
spacod to 'l?uppo:rt not more than 2 1:;q. ft. of wall area but not more th.a.n 24"
on cent:er horizon·ta.lly. When applied ovor stud construction, t.he studs
ahall. be max. of 16 11 on center. Approved building paper must be applied
over the sheathing or stud• -UDC Sec. 3006 (d).
Ceiling he:l.ght. is requi.t"ed to be 7'6 11 in all rooms e:;c.cept kitchens, halls,
bathrooms, and storage aroas which may be 7 '0 11 min. -UBC sec. 1207 (a),----
Min. ataii;way headroom clearance is 6'8" -UDC Sec. 3306 (P). --·-.
Min. etahway width is 36" -UBC Sec, 3306 (b) and min. hnding dimension
in the direction of travel must also be 36" -UDC Sec. 3306 (g).
Stairways ma:it. X'Un 9"; 1nfl.x.. rise 8"; max. variation in rise and run 3/0tt ~
UBC Sec. 3306 (C).
E.nclosod usable space under interior and e~t:erior st.alrwayEi shall be
protected on the enclosed side ~a required for one~hour fit'e-reaiatlve
construction uac Sec. 3306 (m), Fire stops shall be provided in
accordance with UBC sec. 2516 (f) 2c.
Stafrway handrails: min. height 34"; ma><. height 38"; handgrip portion shall
be not less than l 1/2 11 nor roore than 2" in x-section dimension, Min. of
one handrail required on all l'itairways with more than three risers. ' Min.
1 l/l" space requl.r.ed between wall and handrail -UBC Sec. 3306 (j).
Guardrails of 36" min. height shall be installed at unenclosed floor
openings .and open aides of stairways r landings, ramps, decks or porches more
than 30" above grade or tloor below. Open guardrails shall have a pattern
such that. a sphere 6n in dia. cannot pass through -uac Sec, 1711 .
Under-floor (crawl space) cross ventilation ls required equal ro 1 sq. ft.
for each 150 sq. ft. of under~floor area -UBC sec. 2516 (c) 6.
Under-floo~ areas shall be provided with a min. 19M by 24R accees opening -
UDC S!:!c. 2516 (c) 2. 30 11 by 30" min. if mechanical IE!quip. in under~floor
area -UMC Sec, 709.
Jlll. sleeping :room!! bolow th~ fourth story without a. door opening to the
exte~ior shall have fit loast on~ operable window that meets the following
xequiroments;
MAXIMUM sill height• 44"
MINIMUM net clear opE:!Ili.ng height i 24 11 ( x34 1/4 11 1111 5, 1 sq. ft. )
MINIMUM net clear opening width: 20" ( x4l" = 5. 7 sq. ft. )
Thie also appli.i=!s t.:o basement :sleeping rooms -UBC Sec. 1204.
Gla~lnq in hazardous locatione as defined in UBC Sec. 5406 (glazing in doors
and adjacent to doorways, and glazing in windows located within 18"
vertically of a walking eurface) shall be safety gl~zed or pro~ectad.
Glass in sloped glazing {more than 15 from the vertical) and ekylights
shall meet the requirem.,nts of uac Chapter 34. skylights and :a:oof and wall
panels of lJ.gnt-transmitting plastics shall meet the requirements of UBC
Chapter 52.
Provide combue·tion air for fuel burning equipment per UMC Chapter 6,
Pressure relinf valves and/or combination pressure/temperature relief valves
shall be provided with a drain llne to a floor drain with min. l" ab: gap
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o~ extended to the e~terior of the building -UPC Sec. 1007.
Domestic dishwashln9 machlriea shall not be dJ.rectly connected to a drn.in. o_r
waete dispose;r; without the use of an approved airgnp -UPC Sec. 608 (d),;
Fuel burn.lng applinnoes eh.all not be located in any :t"oom used or des.lgned
to be used as a sleeping room, bathroom, or closet or any enclosed Bpace
opening into such room or space• U:rc Sec. 1309 and UMC Sec. 704 (unless
li.sted for such uaa).
Appliances (including space heating and water heating equipment) ahall be
accessible for repair and removal in accordance with the UMC,
LPG fueled appliances •hall not be installed in a pit, under-floor (crawl)
space, or basement -UMC Sec, 504 (f).
Appliances located in n garage (or in an enclosure opening into a garage)
shall be located ou·t of the normal path of vehicles or pX'otected f:a:"o:m
dam~ge. ~ny po~tion of the appliance creating a flame, epark or glow shall
be inatall~d a min, of lB" above the gar8.qe floor -UMC Sec. 508.
Each wateT. closet stool shall be locat~d in a clear epac~ not less than 30"
in width and 24" in front of stool -use Sec. 511 (a).
Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the e~terior -uBC Sec. 1205 (c).
Showers and Tub/Shower enclosures shall have a smooth, hard, nonabeorbent
surface to a height of 70" min. above the drain inlet -UBC Sac. 510 (b).
Water~rasistent gypsum board shall not ba used over vapor barriers, in
saunas or steam rooms, or on callings -USC Sec. 4712.
Attic ttccesa opening of not leas than 22 11 by 30" is required -UBC Sec. 3205
(a). 30" hy 30" if mechanical equip. in attic space -UMC Sec. 700.
Enclosed attic and :c-aftar spacos shnll have cross V"entilation of min. 1/150
of the area of tht:;t apace vontil""ted. The area :may be 1/300 if provided
equally at low-e.:r::-and upper portione of tho spa.ce with min. 3' vertical
separation of locations -UBC Sec. 3205 (c).
Gar~ge side of common wall between living space ~nd garage shall be finished
with mnterlals approved for one-hour fire-resistive construction. This Also
applies to ceilings ~nd bearing walls if living space above the garage.
Self closing min. 1 3/8" solid door J,s required between house and garage··-
UBC 503 (d) 3. ---
Electrically wired, interconnected smoke detectors are required in all
sleeping room accese areas, nea.r the top of stairways in upper levels, and
near the bottom of stairways to basements -UBC Sac, 1210 (a),
Wood stoves and factory built chimneys, and manufactured fireplace units and
ventJ,ng syatems shall be installed in accordance with the ma.nufocturers
listing requirements and inspected durinq ins.tal.lation~U.MC Chap~er 9 a
1
nd UJiJ'C ·/ )
ChapteX' 37. . ~/.1··! <1]1(tl1 ~~,,"t'Gr1:--· rlr·f~td.,l'a '-0/'ft'
Masonry and concrete fireplaces and barbec6ea shall meat thb .. requirements ./'
of uac Chapters 23, 24, 26, 27 and 29 .,;J A chimney shall not support any
structural load other than its own weight unless designed aa a supporting /
member~ UBC Sec. 3703 (a)."1 .~jf,.,,1.-/rJ(e•1Jf-<-,-J/.lj(:/'.-<·1{····'....·1 -r'cj~~) fl l;'c1t..'l1r~,,.
COPIES OF ~'RE ITEM(S) CHECKED BELOW ARE: ATTACHED (Copies of llny of the items
above or below a.re avllilable \ipon request) ,
Excavations, fills, foundations, and retaining. walls -UBC Chapters 23 and
29.
Retaining walls -UBC Sec. 2308 (b) !lnd 2907 (g) 4.
Roof cover in9e and drainage unc Chapter 32 (Roof drains sized in
acco~dance with UPC Appendix D),
Roof shenthing -UBC Sec. 2516 (i),
Wood combin~d wi~h (suppo~tinq) mason~y or concrete ~ uec Sec, 2515.
Floor sheathing -UJlC Sec, 2516 (h).
Wiring in plenums -UMC Chapter 10 and NEC.
Fire and draft stops -UBC Sac. 2516 (f).
Nailing requirements for connecting wood members -UBC Sec, 2516 (j).
Enclosure of elevatorr vent, and dwnbwaiter shafts, and clothes and rubbish
chutes -UBC Sac, 1706.
2xterior well cove~ings and exterior weather protection -USC Sec. 1707 (d)
and 2516 (g).
Interior application of gypsum wallboard n.nd interior land exte4ior
application of lath and plaster -unc Chapter 4 7. Manufactured wall and
ceiling covering systems (simulated stucco, etc.) shall be installed in
accordance w.lth manufacturers requirernanta.
Landings and floor level at doors -UBC Sec. 3304 (i).
Croes connection control and back flow prevention -UPC Sec. 1002 and 1003.
Treated Wood Foundation Syatema -UBC Standard 29-3.
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