HomeMy WebLinkAboutF16-0008_FP0_1478908436.pdf ..,PAIIIIIIIIIIIIIirl .
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BUILDING CODES iSro X1000%
2015 INTERNATIONAL BUILDING CODE Vail Fire a Emeruency services
AIL VALLEY VAIL vALury 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 04/01/16
2015 INTERNATIONAL FIRE CODE
FIRE SPRINKLER E SPRINKLER
BUILDING STANDARDS
cm POILATI ON NFPA 13D "STANDARD FOR THE INSTALLATION OF FIRE SPRINKLER SYSTEMS" 2015 EDITION
(All references to NFPA 13D shall be assumed to reference the 2015 Edition)
I_ . 411111. -
._,-,-- 111 GENERAL NOTES
1. Except as permitted below, residential sprinklers shall provide complete coverage of
nvh � Vail 165°7 the floor area within the compartments requiring sprinkler protection.
Address: 3235 Kat.sz Ra2. Sprinklers are not required in combustible concealed spaces including the attic.
Dame: 7r2®, I5 7. Sprinklers shall not be required in bathrooms where the bathroom area does not exceed
55 ft2.
This hy # dam I culk .Ged rk Jay 21' i 8. Sprinklers shall not be required in clothes closets, linen closets, and pantries
The following map stows the locatione of Hydrants I. 2 orad a within dwelling units that meet all of the following conditions:
Flaw
The area of the space does not exceed 24 ft2.
Hydrant Fk ' Data Sheet (b) The least dimension does not exceed 3 ft.
(c) The walls and ceilings are surfaced with noncombustible or
° roiia:rs■._iS_Yaii - - , •ABiEil•tikr-Nt!Yri� • _''° °"^:• 0■.ini Mon iulww p•clw�■ ri * limited-combustible materials as defined by NFPA 220. FIRE PROTECTION CONTRACTOR
t. -. - 9. Sprinklers shall be installed in any closet used for heating or air-conditioning
il r.T+Elites 4.:•t`.1 Vial 1°1:Irl1•' .. ••• '•*r- equipment, washers, dryers, or water heaters except as permitted. MERIDIAN INTERMOUNTAIN
10. Shadow Areas: Shadow areas shall be permitted in the protection area of a sprinkler
%r , -'° °' ' • ,. as long as the cumulative dry areas do not exceed 15 ft2 per sprinkler. PO BOX 3940
aF ;�i$_■ 323 l & Rauch I . `4th . I -
.
* Avon, Colorado 80620
I:' 4 c , 11. Shadow areas in corridors up to 2 ft in depth and up to 9 ft in length behind
970 748 8888 Office
ti, :�'Li sidewall sprinklers shall be permitted as shown in Figure 6.4.6.3.3.2.6.4.
_ • • 970 827 9126 Fax
DATE: �'2lW20l u
'� "s}- 12. Small areas created by architectural features such as planter box windows, bay
•
windows, and similar features shall be evaluated as follows:
11011111 .
•
Illililliip �- (1) Where no additional floor area is created by the architectural feature, noSTATI
L L ?�°1110 ,I l7 . -_ additional sprinkler protection is required.
- '. _ • (2) Where additional floor area is created by an architectural feature, no additional
. _ °r , '' " sprinkler protection is required, provided all of the following conditions are VERITAS
� TTA c
% r :a. met: Y L 11t1J
R
`,° ''s FIRE ENGINEERING,INC.
RE;S li : 1) 145 2) 110 3}4 110 4 (a) The floor area shall not exceed 18 ft2.
r_.- (b) The floor area shall not be greater than 2 ft in depth at the deepest point 12364 W. Alameda Pkwy Ste. 135
_ - _ I y of the architectural feature to the plane of the primary wall where
., '.i. - s • _ ' 1 • measured along the finished floor. Lakewood, Colorado 80228
60 3) 55 A" '�ik : (c) The floor shall not be greater than 9 ft in length where measured along the 303-985-3300 Office
_.PITO: 1) 710 ........--- 1 i. _ plane of the primary wall. 303-985-5594 Fax
- - '.; . ° 14 momi F-- .
(d) Measurement from the deepest point of the architectural feature to the
•
I P ` ' sprinkler shall not exceed the maximum listed spacing of the sprinkler.
Ili (e) www.ventasfire.com
The hydraulic design is not required to consider the area created by the
:; 1) 1 105 2) `I 100 3) 1250 - s 11•x' i m1emarchitectural feature. -
�,
'4 -
'r ti �•9r 13. Sprinklers shall not be required in any porches, balconies, corridors, carports,
` 111°- !+ .ter ' ° porte cocheres, and stairs that are open and attached.
- aADO/i ‘‘
14. Sprinklers shall not be required in attics, penthouse equipment rooms, elevator irN - ,-...+ li
machine rooms, concealed spaces dedicated exclusively to and containing only dwelling i :Ie'4NHh '`.'Z,
1f 1 E : -- `r -fit __ 7.28.'2015 unit ventilation equipment, crawl spaces, floor/ceiling spaces, noncombustible f : +vrn 0
(SIM AND DATE) elevator shafts where the elevator cars comply with ANSI A17.1, Safety Code for 1 ; 7. . 11
I Elevators and Escalators, and other concealed spaces that are not used or intended ;
. ID
ev_. for living purposes or storage and do not contain fuel-fired equipment. 'tOr,'■ -
• •Qr
15. When fuel-fired equipment is present, at least one quick-response intermediate 5
4iI ` 4 "'i'' €c.
temperature sprinkler shall be installed above the equipment. 4 - 1 T
10
16. Sprinklers shall not be required in closets (regardless of size) on exterior 15
balconies and exterior breezeways / corridors,regardless of size, as long as the
closet does not have doors or unprotected penetrations directly into the dwelling Professional Engineer's Seal
unit.
17. All situations regarding sprinkler location and position that are not directly
discussed in NFPA 13D shall be in accordance with NFPA 13.
ADDITIONAL VAIL FIRE PREVENTION REQUIREMENTS
18. Hydraulic Design Criteria
(a) The most hydraulically remote 4 sprinklers in one compartment shall be
VA I L S''ALLEN F 1I t SHIN I LEI •r. I I 'i':I I 1.1 % i I lb I. SPRINKLER calculated at a minimum density of 0.10 gpm/ft2.
P.O. BOX 1055 P.O. WA I':r::
19. Garages shall be fully sprinklered.
' .L1., CO. -14165k1
VAIL CO. 816.7.1.120 An FDC is not required. C
PHONE (.176-9 I 4-52014 41 17.4 X-. 970-9264909 PH Ir 970-9 14-i0 •L * X_ ' 70•-126-#I ' O
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- - - - - - ------------------- ---- BCI® Joist H I Location i in oca Lo
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- ------_ - - Available Water Supply center o
B Joists are I manufactured faturd with 1h/2"ce2" rou r d perforated knockouts i fl the Weapproximately "' n cr------- ___ Date of Test Oct 30,2014 ockob at1 CO� o'^
oriarjesthfl4rfivnocksuLs eullnpll D dio VJ
mih.i... m 3s ....Ilillrrrii°M
-- ----------------- --
Static Pressure 180 Ire�e�,ra - co i4•web:5'e+�1 �+
I - -
- - - - ---- ___
- --______ _ _ Residual Pressure 110 -_-_ I ' n I+l+ri- s I I p 1
03
------- - ____ _ Elevation at Hydrant 15'-6" Above Lowest Level Static Pressure- 10% 162.0 ' I I sols or nolo a '�°�
I --- Residual Pressure- 10% 99.0
I
i - -________
Flow 1300 , -
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II Y11.111.•11,i.i i•i i•• I blegill."11".::Fr. Arr.ref.° 0 ....''..-'..'
W �f.�: L f4 i 'rauFrG hale m�be _ +L'._ I. _ .1;`_• i 1
n n w �___ _ MI�+Iew I■ ■pklrnavll4Ul�. cui a Whno In Mc wob. r. .
i \ 2x70-0 Plastic Underground _-__ _ _ _
arlcmed in',earinY inns� nr :wl hder
- Pr�4id4 a1 Iridal s'Gr In.: . �ImK Iles
I \/ /w ________ .... G1ee■�co r■v■r•aP�e.Iwlee round In rrinl+4usn.
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r +' • 'rF ' ' 1:1) FROM ANT SUPPORT To THE CENTERLINE OF Th1E HOLE • Select a table row basad un
i Rohn'Hale Dimieler n 2 3 # 8• .1 f 8 Ct' 11 1 joist depth and the actual joist
C 1 I span roup to up to the heareal
i • - - table spar, S.= across the
• \, ReclangLl�r Hale g.[n] - - - •3 5 +, T - - - - 1 .-
i • I raw do the column headed by 2016
- - '-T J y COPYRIGHT.
j \\ ••• ; p 1,411' 1141" 11-51h 21-1" r�1-9" 4,-1,r +jlyrlI theappropriate round hole
L i y7 ,}� i.l. This document is an instrument of service,and
i 4rY I dlarnel&or rectangular hole as such,remains the property of the Engineer.
I , � + ■� V-2"
� �7.■ ■■ 3r-2"
tl 4 �� 41-8"
■� �� se the Permission for use of this document is limited
West Unit \ Joist
oI gt la"' - --I_�Y1 �L L L L �L ^R- -€_ II $rl4JIEI T ISibt Engineering,Inc.
and can be extended only by written agreement
�/ I "h V-71121-111
If 1 i+ I I h h I I FI i !! I with Veritas Fire
10 11-0" 1 -7 2 -11 ,41-3'F -7"-7 i -3 6 .11 value is the Gosest that fh$
I / _ _ • _ I _ •� ___ _ - PROJECT NUMBER:
i / East Unit RaLIi Hole dlorneler 11RI 3 1 $fie 101 11 1 - �ent�riine �f the hale mai 16-147
--- - - - - - - ea esupplolln$ of the -
Rrrrnguar Hie ode rn� + 3 5 7 $
I
$ 1 �l 1 1 �S 1 15•J- • the satire web may h•e all
DATE: 03.02.16
��"�' 1 "r ■ "" _--+ "I I li 4- F■ F� 11.1.. ,� „ . i= ,i .._-___'._
i I - i 1 2 4 3'-5" p�Il, l NST r.�i the flames. DRAWN BY: WRP
A�� 13 1�lyfyl, 1111 2'�1ie 2'�1�' 3'-7" •3'�11" 4'�3" • 5'-0F'• 51-gr'
Hues �pPgY bo BIU-Ier 51ng1� CHECKED BY: KS
Span 4� _ - - rriultipt�joists Irl repet,tly
• i 11 is 1'-pr' 1'-1 `-y 01" 3.r_Er :4._ '-3" 5,_9...{ '- 7r_7,. .
'-7" me�rlbar al'►dllse ,
i ' Jc�ISi ISSUE: FOR REVIEW by AHJ
8 i ' -� 20 1%1" `-3'" 3•A" 4C9".5'-11" 6`-7" 74-2" ' 81-5" J'-6" - far rrtufkipt�hales_ the amount 3-2-16 For Review
_ of uncut web between hales
si -,, / � �H���Iarii r 1*�1-- E � 1 1 11 " 1• must equal at least twice the
I • - - - - the Ia diameter
aast hole.
eSL slide) o!
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NiKtarrguar Hae$aiz rril 2 3• 3 5 6 6 8 9
c. w i '� 1' il'" 1' �'' "C�4 " 11''3" 1' 8" 1' 10" '-1" ',ix" ; "�1 '-11" '� ' 6" 're rarrrld knockouts in the web
�3 ' ,-' .,'' , map be removed }by usrng a
'f+, I ' /' _-- I 1 ■' 1 I rl' I II • 1 ■ I II I II 44.4). + �I . 1• .short 1 a of rne1&1 pipe i�i d
0 i ,-- --
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,---,-------
' 121 -� 1 -1" 1 - 1 -1 2,4s.. 2.400 -�' - 4- 5 -� har�mar.
`� - '' t4 Spin 16 1'- 1' 1" 1'-$" '- 3I 4II 3'- '- " ' '- '- F' '�1 1, 8,_ ' 7"-5"
'- " REVISIONS:
i i Haled mar be posltiors�d
i w /- ' J�r�s4 .- .' . ,. r , ,_ ,- ,R ,- r, ,_ ,- ,- veituitlr anywhere in the well
i 2"x80'-0" Plastic Underground �- '' , -' d 11-0" 1 1 -1 3 3 7 7 3 8 9 The joist nay b■e set with the
-,''' 24 1'-0`I 1-4" . 2C6° 3'-9" 5'-C1" 31-a" 6'-3" 7'-6" 3'-F" 8'-e" 1I '-o"11+-2.. 1 'tCrsack ul holes timed
w .- aithar up ix dawn_
--�'' = Rgl�l Wde plain -[v 3 5 7 8 1314 1011 1213 This table was desls�ned to
I \ „ -�' �- 41===
/-- RM.Bri r Hrae Sade PI - r t r _ 3 5 8
w w '' -/ 8 1'-0'I 1'-1" 1 ,-.2" 1 I_211 11=3" 11-3'1 11-3" 11-?" 1'-11" 21-0'F '-S" '-s," 31.211
3,..7.1
tin this publication
l (maxis um
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---__/ -/- 1- Fi11'1" I- i, I- I i i_ I I i_ I I r� IFS 1- i I i_ „ ,` I I ■_ li uniform FL load). U �the
12 1 11-2" 1 1 3 11-611 1 1 2 11 31-7" . 5 EIC CALL software to check
i w - --- art Any S aper hale sizes or holes under
----- 1a" p 16 1'-0' 1'-1" 11_211 7,-2'1 1,-8"1 2,%1„ 21.-6" 3T,3" 3'-11"• 4'-0" 41.-10'" 5'_7"' 61-4" 71-2" otherde•slgri roridillari . It
- J piss [iso may be passible to exceed
Il 11-0'I 1'-1'" 1 '-2" 11.21' 2'-1" `-7" 3'-1 4'-1" 4'-11" 5'-1"" 16'=0" 71-0" $'-Q" 81-11'1
.-�'� ,i' �'-� ttl� Eirrtii#ailafl�>}f this a2bl0 by
Q i Available Water Supply �•}} y y
/' / 24 1_13" V-1 r" 1 '-2" 1 1_411 2'-6■' 31-1■h 3I-1�'I �I"-1111 '-1 1 FI 6■-1 F" 71-■3"I g1_5I I 9I_yll 11:10-9 arIat r� specific.ap �4 DTI
w i �, �w�,.--- Date of Test Oct 30,2014 1 s 'F 1 +� ,7 4 J r P , the C C LO software.
i
' Static Pressure 180
i
w L- Residual Pressure 110
p Static Pressure- 10% 162.0
H Residual Pressure- 10% 99.0
U
o Elevation at Hydrant 151-6■ Above Lowest Level Flow 1300
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a Site Plan 16' 8' 0' 116' fr)
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SCALE: 1/16" = 1'-0"
a NORTH
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