HomeMy WebLinkAboutF17-0040_Fire Sprinkler Drawing Submittal_1513722883.pdf V �
Hydraulic Information Is
.0519.
Remote Area 1 -him 1
7_C11/Z 6-1 MI OCCUPANCY CLASSIFICATION Residential Vail
2/19/1
AM ~ DENSITY 0.10g pm/ft2 for 450.00ft2 (Actual 165.14f-t2)
TOTAL HEADS FLOWING 2
/ K-FACTOR
WATER REQUIRED 145.1
TOTAL PRESSURE REQUIRED 75.9 : ; �. .� _ .:;,� :„7,r.,4-�....r�
I l BASE of RISER (gpm) 145.1 i:,' ;a?j a L; f*
T B1D _ O A ,. • • •• • ._ ._ p •� .I.
, \ LATH 3 BASE of RISER (psi) 75.9 4 - . ` ,."�•- •� a' ' ` , �•.r' :�' �•
i 1 "1 0-5 1-r r: . ,fr :1 •:...40- ; r �, K Y ..,•4141;
SAFETY MARGIN (psi) +54.1 (41.5°k) ... ' .'• - • " ' r • a ., u ,. 4�
24 3-312p. • .- .:-...•`; _ . , '' Hydrant 1
. 31.71. , ,.,4,,,e# • • yir•;41.- fvoti..4 ,i. •. . HT:...'•
r
� Hydrant 2
t REC. ROOM rho - ��� "` 6.
Y li � _ .
Co esi � I .1 Ift to ' �5o.aft� ► . , .�. . :
BATH2 t r CO -'
1 110)
7-6 0 K106)
1 .... . 4._. 1 1
SITE PLAN
9-1 V"/2 Q-1 1 ,r _r (Q NO SCALE
Fire rap
1 r r CV SITE NOTE Woad Strew112xIli" -I '.
P Ra F�pt Strip P+J
�� � ) 0 "r Wood Screw Ill z 1'l," ' "'i
j THIS DETAIL IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND
= ITS PRESENCE ON THIS PLAN DOES NOT CONSTITUTE ANY INCLUSION OF •f _ J'' 71�._
BEDROOM BATH - UNDERGROUND PIPING INSTALLATION THIS CONTRACT TO BEGIN } = - f
iV r r
E DROOII 4 FROM A FLANGE PROVIDED INSIDE BUILDING. THE CONTRACTOR IS I .• •
t 1- (O � � r CO r REAPONSIBLE FOR THE UNDERGROUND WORK IS TO PROPERLY
N.I 10 113 iINSTALL. TEST AND FLUSH THE PIPING PER NFPA 24 AND PER
a" \ THE LOCAL AUTHORITIES BEFORE ANY CONNECTION OF FIRE
J PROTECTION SYSTEM DEVICES.
1 Mod Jdat or 9erraadt Weed Joist or Beam/Sod(
10-1 1.-3711/2 1 Waal Screw X12 x 1/V
r o raid L, NG eeif , , - Wood Screw#12 x 1;4'
\S*182)
M
f
7"6 I Ronald . cury \ \. \0 Approved for install • NICET Level III I- rp \ \ \
-
Pip,
Water Based Systems Layout UPPER LEVEL PLAN
• SC.ALE141'-0' NICET #77623 \ \ \ i
' . Pipe Strap 1
\. NNN
Pope Strap
\ `•. .N .$ \ \ \
Vi4cGtt Joi i er etilfrOBIOCk Wood Joisil o-F e arrtlelock
1
0
LNDRY PNTRY GENERAL NOTES :
n PVNDR �
_ OFFICE po 1,ALL PIPE AND HANGER INSTALLATION AND TESTING SHALL CONFORM TO
P. r `�' MINIMUM REQUIREMENTS OF NFPA 13D, 2013, IBC 2012 AND LOCAL
Wl�i co (7 AUTHORITIES HAVING JURISDICTION.
1
1 I 2.ALL MATERIALS AND DEVICES USED ON THIS PROJECT TO BE UL LISTED
I 1_7 9-11 H AND/OR FM APPROVED FOR FIRE PROTECTION USE.
11 1 1 H0.�sw 3.SEE ATTACHED MATERIAL DATA SHEETS FDR ALL APPLICABLE MATERIALS
54 ;,r • V r Aei) ofraetFYpeHe, AND EQUIPMENT USED IN THIS PROJECT.
-.T11 r M 4. ALL PIPE$/a" TD 1'/a"TO BE TYPE M COPPER WITH FITTINGS.
- 2- 3,4 2 .4-4 r2 0 1 S-1 C� u
0 r-L
r 8-0 � 410 .
5. ALL EXPOSED PIPE TO BE TYPE M COPPER WITH COPPER FITTINGS.
r C ` °+.,,W 6. ALL PIPE AND HANGER DIMENSIONS ARE CENTER-TO-CENTER LENGTH
cv ,�a� rZN
°""`°a'�'°" UNLESS NOTED OTHERWISE AND COMPLY WITH NFPA 13D.
°' KITCHEN 7. PROJECT SPECIFICATIONS WERE NOT PROVIDED TO THE INSTALLING
r 1` r■ D CONTRACTOR FOR REVIEW. THEREFORE THE PROJECT IS CONSIDERED
1 _ / / / / / / ii / / / / /
WIC ^ A g_]�/2DESIGNIBUILD.
UTILITIES ?D , try �n. BATH r\!' -}� / / / / / / / / / 8. THIS CONTRACT IS TO BEGIN FROM A LEVEL,TWO-HOLED FLANGE
56 4 A Woad+.i.a...ao..a INSTALLED BY OTHERS INSIDE THE BUILDING.
�'? ��N - o,r# DOWN -
c1 1 DINING r - 9. SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D AND PER
r r N 0 C 14� •-2 2-6 i �►.
�� THE LOCAL AHJ. ALL SPRINKLERS TO BE INSTALLED PER SPRINKLER
B� DETAILS.
UP10. IF FIELD CONDITIONS RESULT IN A CHANGE TO THE SHOP DRAWINGS
A L A-5�4. INSTALLATION IN ANY WAY, CONTACT THE PROJECT ENGINEER TO VERIFY
N 1 �� PROPOSED CHANGES ARE COMPLIANT WITH NFPA 13D REQUIREMENTS AND
r 74 ~ LIP r PER HYDRAULIC DESIGN.
v ..<4.. �� 11. THE INSTALLER TO FIELD VERIFY ANY MECHANICAL OR PLUMBING
80 THAT IS IN ANY WAY OBSTRUCTING THE SPRAY PATTERN OF THE FIRE
PROTECTION SYSTEM AND INFORM THE PROJECT ENGINEER SO PROPER
5 1 1 SPACING CAN BE CALCULATED.
CO 03 0 I 1 �j-11 1'I�I 1 1 1 • 12. ALL OUTSIDE UNDERGROUND WORK, DESIGN, INSTALLATION,TESTING
r T r �-+4/z B- AND FLUSHING OF PIPING, IS TO BE BY OTHER CONTRACTORS.
G _ , _ 1 r m. BEDROOM r 13-111/2 - 1 13. ANY AND ALL PAINTING OR PAINT PREPARATION OF PIPING TO BE BY
5-101/2 �� GARAGE 7 a GREAT ROOM * FLOW SWITCH CONNECTED BY OTHERS OTHERS.
14. ANY AND ALL ACCESS PANELS FOR VALVE AND DEVICE ACCESSIBILITY
IS TO BE BY OTHERS.
FOYER 1 I 15. THE FIRE PROTECTION CONTRACTOR SHALL NOT BE HELD
r RESPONSIBLE SHOULD THE NOTED FLOW TEST VALUES NOT BE SUPPLIED
STORAGE r AT THE POINT OF CONNECTION NOW OR IN THE FUTURE. DUE TO THE
ti POSSIBILITY OF DETERIORATING WATER SUPPLIES.
0 2"TYCO RM-1 RISER MANIFOLD 16. FIELD LOCATE DISCHARGE FROM ALL MAIN/AUXILIARY DRAINS.
T 17. BUILDING TO MAINTAIN 40'F+TO PREVENT RISER FREEZING.
18. ANY AND ALL NON-METALLIC PIPING SHALL BE PROTECTED BY BUILDING
t-jti"` 2"AMES BACKFLOW PREVENTER STRUCTURE OR OTHER APPROVED MEANS.
A LOWER LEVEL PLAN 0 1
S 4 B MIDDLE LEVEL PLAN
ALE: 1/4" = 1'-0' SCALE: 114" = 1'-0'
SCALE 114"=1'-0"
THIS DRAWING AND THIS DESIGN ARE THE
WORKING PLANS Proposed System Design Criteria PROPERTY OF EXCEL FIRE PROTECTION 2264 G Road
81505 AND ARE NOT TO BE COPIED OR TO ( 1❑arf If 14 GRAND JUNCTION, COLORADO 81505
Type M ir
THIS SYSTEM CONFORMS TO: NFPA 13D 2013 AND LOCAL AUTHORITIES HAVING JURISDICTION SPRINKLER LEGEND BE USED, DIRECTLY OR INDIRECTLY, BY �]Q� r]Q �97Q� 434-4803
ANYBODY WHOMSOEVER,WITHOUT THE
Tolerance on Outside � li �
Diameter Wall Thickness HAZARD CLASSIFICATION: RESIDENTIAL WRITTEN CONSENT OF EXCEL FIRE
Actual Outside Diameter (inches) S mbol Thread Response Type K-Factor Temperature Finish Note Model SIN Quantity
Nominal Size (Inches) [inches) Weight COMBUSTIBLE CONSTRUCTION, IBC CONSTRUCTION TYPE V-B, IBC OCCUPANY TYPE R y p yp p �y PROTECTION
(inches) Om) ram f""") {1b try Quick0 Pendent 5.6 155-F White TY3531 35 2264 G ROAD GRAND JUNCTION,CO
DESIGN DENSITY: .10 gpmfsq.f.OVER 450 sq.ft. afl�as�it�twl=1 11M
Annealed') Drawn Nominal Tolerance
MAX.AREA PER SPKLR: 225 sq.ft. Total = I-I,T I ITU I CI. I ILII I
1 d 3/8 0 375 0.002 0.001 0.106 _
3/8 1/2 0.500 0.0025 0.001 0.025 0.002 0.144 WATER SUPPLY: STATIC: 130 psi RESIDUAL: 128 psi FLOW: 860 gpm WET SYS. DRY SYS. ANTI-FREEZE
BY: KEVIN LASKY, EXCEL FIRE PROTECTION: WITNESS: MIKE, EAGLE RIVER WATER X PROJECT NOVICK RESIDENCE
1/2 5/8 0 625 0 0025 0.001 0 028 0.003 0.203 NAME
5/8 314 0.750 0.0025 0.001 0.263 SYSTEM DEMAND @ SUPPLY CONNECTION: REFERENCE HYDRAULIC INFORMATION ON DRAWING
314 7/8 0.875 0.003 0.001 0.032 0.003 9.328 TOTAL SQUARE FEET: 14,061 JOB NO. DATE SCALE
1 1 1/8 1.125 0 0035 0.0015 0.035 0.004 0.464 Revisions 1740 SIERRA TRAIL
16-196 0711212017 NOTED ADDRESS VAIL, CO
11/4 13/8 1.375 0.004 0.0015 0.042 0.004 0.681
11/2 15/8 1.625 0.0045 0.002 0.049 0.005 0.94
1 STATE CERT# DRAWN CHECKED DRAWING NO.
CONTRACT RAINVILLE CONSTRUCTION, INC.
16-S-00496 REM WITH FX-1