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"' SPECIAL OCCUPANCY REOVIREMENTS
. 19. A weather- resistive battier shoud be applied to e.ler:or Group A
wens es speciewl in Section 1707 (a). ,
20, 6nctoswe lot boor w W 35. A-3 Occupancies should be of one•hour Ike - resistive i
No. 17-A s lotion 1706. openings should A be y with Table wiled to conslmction N located in a basement or above the lust
clearly indicate Iles, story Sxlion 602 (b).
2 Structural members Or wags 36. A -2.1 Occupancies with an occupant load a 1000 of 1
In buildings Over One =arrrryin�g a protected more should be in Type 1,11- F.R.,11 One-hour, 111 One -
withmhimumanedlour (�re colors Sad' 1gn 706. r i^e e pslat Yle It O np syslem
PI le Type III One-hour r co s ru buildings
ti n may pr
be of unprotected T III One�alrr cansuuuson may 64
constmc6 (i wn when such tool kerning system Open 10
the room and does note ntaincwcealedspaces -Sea
Lion 602.
22, Nonabsorbent Finish and backing for toilet mom walls -
and Poor should conform with Section 510 04 37, Group A assembly roans having an otxupant load a
1000 or note shall not be located in the basement
23. Shower stall walls should be wished with a hard, non. unless the basement is located In a budding of Type 1 or
absorbent surface to • height a 70 Indies above the 11 -F.R. construction. Saa6cn 602 (b). The main entrance
drain kiet. Section 510 (b). should Irons directly upon. Or have a 20- fool -wide
. access b. • public skeet at least 20 Net In width,
24. Doors and panels a shower and bathtub endosuw Section 603.
should comply with Scion 5406 (d) S.
38. tight and ventialion should corn* wit' Sadon 605
25. Parapet web not less than _Inches in height are '
required - Section 1709, 39. A one -hour hre•restsliw occupancy separation is
. moulted between the boiler or central beating -plant
26. Ewe overbuy and architectural projections where the largest piece of fuel equipment excnds
• should comply with *SS Seaton 1710, 400,000 Stu per lour Input and the rest of Me building.
Section 6064
40. Exterior openings for MOTS *entailing • bolter or cert. ro 27. �d the aided& wall should conform Iral heating plant should be protected with three -
with the test restrictive a the following: w
lourlhs•hrlire- sisdve assemblies thatare fixed.
(a) A point one•t ird 1M durance 10 the property Fns
automatic Of sell�IosinO M located below opinkgs in
a .
from an attedarwad; Section 501 windows story
in dies ui r older: 04 g. Section sm.
(b) A paint tine -third the distance from an assumed
rerlkal glares leaded Milne rxe- resisliw protection Group E
Of enigsb6rstrequited due tolocationof prop co-
ty. Section 504 (b), - -
41. ( s b �rle separations should comply with Sedan
1
28. Erw ce e(Ope 0s should satisfy the following conm- " 42. Use of rooms should be dallied. Nate t rooms In
Sore (Section 4303 (b) 6): Divisions 1 and 2 Occupancies used lord pun
( a) Shwildratbe used asprgvideliraprotectionbooms poses and rooms used lloorrkindergaMn,restorsecad
l and er Wppor mere than one Soot Dada pupil! and des cannot be
1
(b) Cdkala sfquW iMlvk uady &�a Pcaed loraled ab w , a 01e Stet s ta�4 Division 3 S 802 (c)•
(e) . and Oder be o are t mhed lo 100 e square
inches F each 100 square feet of ceiling area, 43. Spatial- hazard rooms should be separated Irom other
(d) Duct a pars. s should he protected with approved
lire dampens- portions of the building by not less than • anedhour Ere -
- (e) Electrical outlet boxes should be of w resistive Occupancy separation, Section 802 (d� steal and not
1
greater than 16 square inches In aria,
44. One required exit should front directly upon, or have a
29. Gypsum board, lath and plaster and similar cel6mgs h 20- fod•wide access to. a public skeet al Nast 20 feet In
Conjunction with Ore - resistive assemblies should be width. Section 803. 1
Supported al Intervals not exceeding 16 inches. Items
20 d 25. Table No. 43-C. 45. Sanitary Nadas should be provided in accordance
with Section 805• .
30. Wood stripping or suspended wood systems for gyp- -
surn board. lath and plaster and similar ceilings should 46. Light and ventilation should comply with Section 805.
be not less than 2-inch nominal thickness, Section 4704 - -
(b). [Section 4703 (b) for wan stripping.] 47. A one -hour fire- resistive occupancy separation is
• - required between the boiler or central heating plant
31. Final partition IayOuts and details should be submitted where the largest piece of fuel equipment exceeds
prior to installation to justify compliance with occupan- 400.000 Btu per hour input and the rest Of the building.
1
Cy, lire-resistive, structural and exit requirements. Section 808,
32. Justifying test data in conformance with Section 105 or Group I
an ICSO research report is required for
Group I, DNisicn 1 Cleeuparhdes should be d Type I or
33. Rooms in which rubbish (linen) chutes terminate should I Type li•F.R. constuclion unless comptytno wish the
be separated from the remainder Of the build' with • xceplion in Section 1002 (to •
one-hour occupancy separation. Section 1706 (4 MB ` Group i. Division 1 Or 2 Occupancies should bs 01 wee
34. Openings into lubblsh and linen doles and terminal hour lire-resistive construction. Table No. 5 -C,
rooms should not be located In exit corridors or stain
ways. Section 1706 (c), _es Light and ventilation should comply with Section 1005.
I
Shen He. 2 of a Sheet.
16 1
, +y 1 -
' 154. The rod should be designed far uplift wind pressures 166. Welding data or details for steal clacking addng used as •
with due consideration for lateral support of compress• diaphragm should be provided. Information should
sbn flanges of flexural members, comply with a specific ICOO researchrep0rt or last data ,
submitted in compliance with Section 105.
155. Floor bad should consider a 20•pound•per- squera•Iod " ' :
parGfl b d (fl
on ad. Section 2704 (d). 167. Details should be provided on roof diaphragm r
- - connections thai indicate how the shears are trans-
156, Marquees (r•6ldendd balconies) should be designed Isned to rerekalsheuyes1714g elamants .CaMecilons
for • SO-pound-per-square-loot Ilve bad. Table No. 221- . should be iusaMd with structural Calculation* for Dorm
A. pliance with allowable values.
157. Garages nn to d r d gsa stara9e of privets pleasure cars should
he 166. Nailing lox gypsum board pally sheeting board) used
Section 2304 , mrrinaan 2000-pound whorl bad. pl with Table
on shear
o.
74 wells should b. specified ed 10 co 7
• P ti
158. Live load reductions sbduld comply truth Section 2306. 169. Shear wells utilising gypsum board (lath. 6-beetling
board) cannot be used to resist bads imposed by
masonry or conceal. wens. Footnote 1. Table No. 474.
159. Glued1Mdnaled lumber should be fabricated N armor-
dance with Section 2511 (r} C
_ t70. R��a��mi�s should be de w withstand • 20- (50-)
160. Allowable stress In glued-laminated members nor 12 �" ^°pef' hrodz brce. Tilde No.23 -13.
inches in depth should consider • depth reduction lac. 171. Ceiling h shadd be designed for eb. bad d not
for. Section 2511 (d) 5,
less then 10 ) pounds per square loot. Table No. 23- __
161. Ooh b th
Bolted confections exposed e weather an Crafted B.
to 75 percent ol the ato�+ebla bad under pretested 172. Interior partitions should be justified struohnrafly for
conditions. fero
ons.lMstrays reel the allowable bad shell stth and deflection criteria specified in Section
be 67 percent of the allowable bad under protected
conditions. U.134. Standard No. 25.17, Table No.
25.17.5.
- - 173.
--should comply
162. Anchorage d op
co.** and masonry wails should cornh• with ■ spedllc ICk'!C research report or justifying loaf
ply with Seam 2110. data should be s omitted In compliance wltif Section
105. .
163. Plywood grades should cords/me/9h Table No, 25-13. 174. Plans should Intricate dot foundations extend below the
frost tree,
164. Justirxxlion Is required that sufficient Slept a Camber la _
available to assure adequate roof drainage attar long- 175. Provide complete spedficatans In conbrmanoe with
0
time deflections. In Gear of this, roofs must be designed to design for r
for possible poling of wales Section 2305 (¢
165. Details on stressing method and hardwire along with
sti data an ired CO concrete
coe
work data should be submitted and approved prior
10 ordering of material. Note that d tendons shOUld
l - comply with Section 4303 (c) 3 lot' fire - resistive
purposes.
Additional Correction.: 1 •
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These sheets area part d , pans and sharyfe al(1 a - • r. ! to. Corrections as above indicated wit be compiled with.
Radfackadend /� ( l A
aPPrcv'ad r r . /1 (Sir Nero)
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Date
Checked by
Date_
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20
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1606 CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO
Issued Without Fee
October er r9 19
Permission is hereby granted to 1•■ )_
Building Permit No. 3949 Zone District
situated at 0401 ;t'roy° Drive Pattiettlextt Lbsa Lot Blk. Addition
for the following purpose Salets Pltilrling Nature or use)
Contractor !3at" dzt a i.E:sa Ti xnef
pr TAKE NOTICE White: Owner
No Cbenns shall be made In Green: Lending Agency
the aeeoltlp guiding Without Gold: Contractor GARFIELD COUNTY BU IN
prior natka and certificate Yellow: Beikiing Department )
PA
Pram the Budding Official. Pink: Assessor By �: ?. �/' •
a �.'.