HomeMy WebLinkAboutF16-0009_FP0 plans approved.pdf BUILDING CODES I,,
2015 INTERNATIONAL BUILDING CODE Vail Fire a Emeruency services
VAIL VALLEY
VAI LVALLEY 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 04/01/16
2015 INTERNATIONAL FIRE CODE
FIRE SPRINKLER FIRE P1 SPRINKLER
BUILDING STANDARDS
C.OR POLATI 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)
GENERAL NOTES
1. Except as permitted below, residential sprinklers shall provide complete coverage of
�dlress: 3235 � riih Vail the floor area within the compartments requiring sprinkler protection.
A2. Sprinklers are not required in combustible concealed spaces including the attic.
Dale- I2H.�]5 7. Sprinklers shall not be required in bathrooms where the bathroom area does not exceed
55 ft2.
777 hydrant data urs Culltx L Orli Ail). 2�, Lif1 8. Sprinklers shall not be required in clothes closets, linen closets, and pantries
Tilt foIlo•wir ,map shows the locations of Hydrants I. 2 awl a within dwelling units that meet all of the following conditions:
Flaw
(a) The area of the space does not exceed 24 ft2.
Hydrant Fl Data SheetI - • (b) The least dimension does not exceed 3 ft.
•r r (c) The walls and ceilings are surfaced with noncombustible or FIRE PROTECTION CONTRACTOR
-- - • J�!° limited-combustible materials as defined by NFPA 220.
r�iiLL'rs■+iiuS�Yiil--; °. . ,n,. �'' � ..= c.91��4.eti--"r Rd dam I�
9, eiii 'Arm !WIWI 1,001 HIP
.r - . } . �• - 9. Sprinklers shall be installed in any closet used for heating or air-conditioning
II t.1:*!4 i4a:Wit Via11'1111 � _ - P� I.r -�411 �y -- equipment, washers, dryers, or water heaters except as permitted. MERIDIAN INTERMOUNTAIN
4' :° 10. Shadow Areas: Shadow areas shall be permitted in theprotection area of a sprinkler
. '- 4 PO BOX 3940
D I _ ]2] L 14c: r Vail(. •� _ $•, as long as the cumulative dry areas do not exceed 15 ft2 per sprinkler. Avon, BOX 380620
■ -� Colorado
I:' • --.�.o �.- 11. Shadow areas in corridors up to 2 ft in depth and up to 9 ft in length behind
970 748 8888 Office
ti, �'L1 = "., sidewall sprinklers shall be permitted as shown in Figure 6.4.6.3.3.2.6.4.
_ - t• r 970 827 9126 Fax
DATE: 7.'24020 15 4 42 '� - , 12. Small areas created by architectural features such as planter box windows, bay
--• -
_ windows, and similar features shall be evaluated as follows:
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(1) Where no additional floor area is created by the architectural feature, noSTATI:: L L ?�°1ILO ,I L7 . _ additional sprinkler protection is required.
- likilli. 'F _ • (2) Where additional floor area is created by an architectural feature, no additional
. - • e ,� 'r , '' _ sprinkler protection is required, provided all of the following conditions are `� TTA c
% . :°a. met: Y L 11t1J
R
`,, ''s ti� FIRE ENGINEERING,INC.
RES A: 1) 145 2) 110 3}4 110 4 (a) The floor area shall not exceed 18 ft2.
r_.- ji (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. v s _ ' 1 ' measured along the finished floor. Lakewood, Colorado 80228
A" -4% ,,,;k : (c) The floor shall not be greater than 9 ft in length where measured along the 303-985-3300 Office
moo: 1) 70 2160 31) 55 *
1 i• _ plane of the primary wall. 303-985-5594 Fax
I. (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.
Eli - www.ventasfire.com
(e) The hydraulic design is not required to consider the area created by the
:; 1) 1405 ...) I]410 3) 1250 - 4. ,, s 11•x' ;. i PMMarchitectural feature. -
•
t, ,`- ° a,
.+s �„ - � 13. Sprinklers shall not be required in any porches, balconies, corridors, carports,
1` ° 4 �+ ~ porte cocheres, and stairs that are open and attached. _
® T. L. }
14. Sprinklers shall not be required in attics, penthouse equipment elevator - A�
p � rooms, � �� a„-..'.�fL'. ti
machine rooms, concealed spaces dedicated exclusively to and containing only dwelling i a'' `'.THit `.' ,
1f E : -- `r -fit _ .7.128a0.11.5 unit ventilation equipment, crawl spaces, floor/ceiling spaces, noncombustible 40
, :
(SIM AND DATE) elevator shafts where the elevator cars comply with ANSI A17.1, Safety Code for 1 ; 7. . 1!
1 Elevators and Escalators, and other concealed spaces that are not used or intended ;
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ev_. for living purposes or storage and do not contain fuel-fired equipment. .-4:4 -
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15. When fuel-fired equipment is present, at least one quick-response intermediate 5
4it `fr, "'ir' €c.
temperature sprinkler shall be installed above the equipment. }
0
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
'vAIL VALLt^ ' 1-IKL SI' .WILL '.....\11.11. ..:..I 1.1 % 11141 ' R114 Fti 1,i R calculated at a minimum density of 0.10 gpm/ft2.
P.O. BOX 1055 11. 111;;r'w I'M 19. Garages shall be fully sprinklered.
VALL. CO. 1k1 VAIL CO. 814651i.
20. An FDC is not required. O
PHONE (.170-914-Yri4 41 FA X". 9 70-9264909 PHONE.: 970-9 i 4-NAIL * F '_ 1�'
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------------- -------------------------- ---- - - - - B I J i t H I L n ti i in o ca Lo
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- ------_ - - Available Water Supply B Joists are i Ti•iai14J facIUred with 11/2" ru r d perforated knockouts i fl the web b atapproximately 17' on cr-------- ___ Date of Test Oct 30,2014ockoenteCO� o(/')
^
or iarjest hfl4r ft1.2a.lLs eullnpll D 00 V J
Mihiff llil IM 3s ancIL IlillrrrilhM
-- ----------------- --
Static Pressure 180 Ire�e�,ra - L:�II i4•web:5'e+�1 �+
I -
- --______ _ _ Residual Pressure 110 -___ i rte I+l+r�Jy.} I I p 1
03
------- ______ Elevation at Hydrant 15'-6" Above Lowest Level Static Pressure- 10% 162.0 ' I I sols or nolo :111 a '�°�
-- Residual Pressure- 10% 99.0Ilifi: IT
i - -______ Flow 1300 ,
410,11. IP'efr.tt, CP -fT
..Y11.111.•*ii.i i•i i•• I 011" ..„...-Fil 0 'Tr.'''.
wI�f.�: LIli 1 'rauFrGh�lem�Ge - +L'.- _ �;`_■ i �
n , n w �___ _ • Pg. I■ ■pkl�nav114U1l. cul a Whno In Lilc wob. r. .
i \ 2x70-0 Plastic Underground _-__ _ _ _ II
ailcwed in beerulY.ons� nrk :Lxll hder
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I \/ /w _______ G1ee■�co r■v■r•aP�e.Iwlee round In rllnl+4usn.
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\ , . .1 r i s 1 ri' ' b) FROM ANT sup-Po 'T 10 THE CENTERLINE OF TliE HOLE • Select a table row based un
i Ron'Hale Dimelier n 2 3 # 6. . f 8 Ct 11 1 joist depth and the actual joist
C 1 span rour►d d up to the neareal
i • - - table spar, 5•=1 across the
• \, Rec artgLl�r Hole g.[n] - - - 5 +, 7 - - - - 1 .
i • I Min do the column headed by 2016
- - '-T COPYRIGHT i \\ ent
••• ; 4 1,411' 1"y1" 11-5' 21-1" 21-9" 3,_,�„ +�-6lI the appropriate rcamd fide
h� This document is an instrument of service,and
i 4rY I diad 1fir or rectangular hole as such,remains the property of the Engineer.
I , 1 + ■• 11-2"
� �7.■ ■■ 3r-2"
•I 4 �� 41-8"
■� �� side, hole. i, .��'+{��� Permission for use of this document is limited
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West Unit \ J oI gt ' ' - --I_�Y1 �L L-L L �L ^R- -€_ $cl4JIEIlie ISibt Engineering,Inc.
and can be extended only by written agreement
�/ I 1h 1-71121-1111141-3'F -7" 1 h FI i !! I With Veritas Fire
10 11-0" 5 -3 6 .11 value is the Gosest that the
I /" _ _ • _ I _ • ___ _ - PROJECT NUMBER:
East Unit RaLIi,Hlile dioriieier 11RI 2 3 4 5 6 _1_ $fie ' 1 a 11 12 .13 �ent�riine �f the hale mai 16-147
i / - - - - - - - be
esupplort lln$ of the -
,___-- Rr�rrngu�ar Hie ode Cn1 2 + 3 4 5 7 $
I
$ 1 �l 1 1 �S 1 15,J- • the satire web ma h•e all DATE: 03.02.16
��"�' 1 1r ■ 11 _--+ 11 I li 4- tr F� 11.1.. I' II '= I'
i I - 1 1 4 3'-5" pill, l NST r.�i the flames. DRAWN BY: WRP
Any 13 11-0" 1'4" 2'-1"" 2'--10' 3'-7" 3'-11" '-3" • 5"-0" S,,-8r,._ Hues �pPgYbo BlUler 51ng1 CHECKED BY: KS
Span 4� rriultiptajoists Irl repet,tly
• i 11 is 1'-pr' 1'-1 `-y 01" 3r- " : '- '-3" '- "{ '-I " '-7" melbaral'►dlkl 'Is,
i ' Jc�ISi ISSUE: FOR REVIEW by AHJ
8 i -� 20 '1'-1" 2`-3" 3•A" 4'-§'F.5'-11" 6`-7" 74-2" . 81-5" J'-6" - far rrtufkipt�hales_ the ampunt 3-2-16 For Review
_ a un�Ul Deb htween hales
si ,-'- -,, / � �H���larii r I*�1-- C � 1 1 1• must equal at least twice the
I • - - - - the lardiamegest hole.
eSL slide) o!
I NiKtarrguar Hae$aiz kg 2 3• 3 5 6 6 8 9
c. W -
i '� 1' i�" 1' �'' "C�4 " 1 1'r3" 1' 8" 1' 10" 2'-1" ',6" F�1 '-11" '� ' 6" 1 5'rarrrld knockouts in the web
�3 ' ,-' .,'' -, may be removed }by usrng a
'f+, I ' /' '_ I 1 ■' .1,-.1.• 1 r1' 1 11 1 ■ . 11• 1 ■ 1 11 1 11 1 1� + i1 1• .short piece of metal pipe and
0 i ,, /' 121 -� 1 - 1 -1 •6' - a -�' - 4- - 5 -� hammer.
ny
`� id s 16 1'- 1"-1" 1"-$" '- 3I 4II 3'- '- " ' '- '- F' S'�1 1, 8,_ ' 7'- " REVISIONS:
i i Haled mar be positioned
i w /- ' J�r�s4 r I ,_ ,_ ,R ,, ,_ r, ,_ ,, ,_ ,_ vertically anywhere in the web.
i 2"x80'-0" Plastic Underground �- '' , -' d 1 -Q 11-1- 2"-1" 3 3 7 7 3 8 9 The Joist may be set with the
�' 24 1"-0`I 11.411 : '-6"` 3'-9" 5'-0" 3'-a" 61-3" T'-6." 5'-F" 8'-." 11'-o■'11+-2.. 1 'tCrsackoul holes timed
w �- either up or dawn_
--�'' = R I I•lale plain r[�l� 3 5 7 8 1314 ' 1 11 1213 This table was designed to
I \ „ ,�' �_ 41===
/- RM•on u r Hrae Sade iiN - - - - _ 3 5 8 '
w w ''cd 8 1"-0'I 1'-1" 1 ,-.2" 1'-21i 11-3" 11411 11-3" 11-?" 1'-11" 21-0" '-5" "-9" 3'- " 31.71 in this publication) (maximum
' ,-/ - �/' 1_ Fi - h! ly I I I- i, I_ I i ,_ ri i_ I I i_ I I r� IFS 1- i I i- ,r i_ „ ,` I I ■_ li uniform � � load). Use the
12 1 11 1 1 2 1 1 3 1 6 1 1 11 3 2 . 5 EIC CALL software to check.
i - w/ Any snarl atter hale sizes or holes Under
----- 1a" 16 1'-ori 11-1" 11_2,1 11-2I1 1,-8,1 2,%1" 21.-6'" 31-3" 3'-11"' 4'-0" 41.-10" 5'-7" 6'-4" 71-2" otherde-sIgri roridillons. It
-- __--- Joist Lisp mar be possible to axed
20 11-0'I 1'-1" 1 '-2" 1'.211 2'-1" 2`-7" 3'-1" Q'-1" 4'-11" 5'-1" 6'=0" 7'.O" $'-0" 1'-11'1
--�'- ,i' �'�� ttl� limitations>}f this a2blo by
Q i Available Water Supply �} y r L '7 y
/' / 24 11-0" 1'_1'' 1 '-2" 1'-�" 2'-6" 3'-1rh 3I-CL" �1"-11'1 C'-1 1FI 6■_1FF 71-■3ii gi-5" 91-yll 101-x41 ��I�t r� specific.�p �4�l'I
w i �- �- �w� '' ' Date of Test Oct 30,2014 1 s 'F 1 +� ,7 4 J r P , the , LO so ars.
i
' - Static Pressure 180
a L- i
Residual Pressure 110
p Static Pressure- 10% 162.0
H Residual Pressure- 10% 99.0
U
o Elevation at Hydrant 15-6■ Above Lowest Level Flow 1300
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a
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w
a
a Site Plan 16' 8' 0' 116' el
1
SCALE: 1/16" = 1'-0"
a NORTH
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