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CONCRETE SLAB OR BEAM T�P B�C�P orrrwa�� r
CONCRETE SLAB OR BEAM —�� 2-1/2' ROUGH BRASS ANGLE
HOSE VALVE WITH 2-1l2"BY 4"CAP
TOP BEAM CLAMP
' � �srax�-sg uNisrnuT 1-1/2"REDUCER AND AP_+ V,
p p ALL TMREAU ROD �' *
, ALL THREAD ROD o • o • e • • n o . p• o • n • o ' � e o o. °a'o'o ,° ' n • ^ °,�, � o o ,o � o •o "� .° o . o � � ��LINISTRUCT PIPE CLAMP p U
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° :� • 0•0 . •P. o � •° •O'• �o o • e�p ° •� e � ° •� • •� •� ,o •o `� 3'B TOGGLE f`� M
• • SWNELRINOFIANGER SPRINKLERPIPE 3RD FLOOR
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�•POWDER QRNEN STUD � �qpFlF p�pE / � � N � �
3/8"ROD COUPLING ALL THREAD ROD ���/�� i 2-'IIZ��ROUGH BRASS ANGLE � � � � � �
3/8"FOR PIPE UNDER G
BAR JOIST 1/2"FOR PIPE OVER 6" / HOSE VALVE WITH 2-1/2��BY � � � �
ALLTHREADROD E%POSEDSIOEWALLSPRINKLER� � 1-1(2"REDUCER AND CA � f O O ,�+„
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SPRINKLER PIPE ALLTNREADROD �+ "d M �
SPRINIaERPIPE TRAPEZE PIPE PER �l � AND CHAIN � � O
SWNEL RING HANGER SWNEL RING HANGER = r� � � �
SWNEL RING HANGER � N F P A 13 2002 ' Z � v
TABLE 9 1 1 6(b) � 212 PIPE CLAMP � ��U� ""'
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SPRINKLER PIPE
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AIL #1 HANGER DETAIL #3 HANGER DETAIL #5 2-��2��ROUGH BRASSANGLE �'" �"'' � � � �
HANGER DET HANGER DETAIL #2 -� �� � � �
SWNEL RING HMICER
HOSE VALVE WITH 2-1/2' BY N °� ' �
FOR SPRINKLER PIPE OVER 2"IN DIA FOR SPRINKLER PIPE UNOER 2'IN DIA 1-1/2 REDUCER AND CA�
NOTTO SCALE FOR SPRINKLER PIPE 7'IN DIA AND SMALLER Q AND CHAIN � � � �
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NOTTOSCALE 212 PIPE CLAMP �O �n � E-+ O
1 ST FLOOR �w4"TD EXISTING STANDPIPE � U
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� EXISTING 4" DRY MANUAL STANDPIPE
TO BE DISCCONNECTED FROM THE EXISTING � . FLOOR AREA O �
� � DRY PIPE VALVE AND CONNCETED TO THE N
� NEW MANUAL DRY STANDPIPE AND DRY FIRE W
� DEPARTMENT CONNECTION TAG DRY STANDPIPE GARAG E 18580 SQ. FT. � WU'
' FIRST FLOOR 11623 SQ. FT. °
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a -.---� W SECOND FLOOR 9038 SQ. FT.
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� THIRD FL�OR 45�9 SQ. FT. � m I
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a TOTAL AREA 43750 SQ. FT. � � I �
PARKINGGARAGE � EXISTINGDIRY PRNK ERSYSTEM 2. FIRE SPRINKLER SYSTEM DESIGN PER N.F.P.A. 13, 2002, AND T01lVN OF VAIL FIRE DEPARTMENT
EXISTING DRY SPRINKLER SYSTEM I I
REQUIREMENTS
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� � 3. PIPING T4 BE HYDROSTATICALY TESTED AT 200 P.S.I. FOR TWO HOURS PER N.F.P.A. 13, Q �, , ,
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EXI TING SUPPLY. � � � !
2002 SECTION 16.2.1 .1 PRIOR TO TIE IN TO S
4. ALL HANGERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH N.F.P.A 13, 2002. � Z��'aa��i� I
5. BUILDING CONSTRUCTION TYPE IS UNOBSTRU�TED PER N.F.P.A. 13, 2002 SECTI�N ��'
A.3.7.2 3 FOR SMOOTH CEILING CONSTRUCTION. ��,, DRAWN BY TOM NELSON J�
\ � � �f DATE 2/M04
6. SPRINKLER DEFLECT�RS IN AREAS WITH CEILING TD BE LOCATED 1" TO 12" � -� �}�
BEL4W CEILING PER N.F.P.A. 13, 2002 SECTION 8.6.4.1 .1 . � ��T a Z ' ° A 8
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7. MAXIMUM ALLOWABLE STQRAGE HEIGHT IS 12'. � �T���
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+�� 8. ALL ALARM AND SUPERVISORY DEVICES WILL BE INSTALLED ON THE PIPIN� FOR �� �
�� VUIRING BY OTHERS. ��.�.�
° 9. IT IS THE RESPONSIBILITY 4F THE �WNER TO PROTECT THE SYSTEM FROM FREEZING.
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10. ALL PIPE 1" TO 2" TO BE EDDYTHREAD UVITH CAST IRON FITTINGS. �
O 11 . ALL PIPE 2-1/2" AND LARGER TO BE EDDYFL0IN WITH GROOVED FITTINGS AND COUPLINGS.. �
PARKING GARAGE FIRE SPRINKLER PLAN 12 FIRE CAULKING T� BE PROVIDED AT ALL �NE HOUR WALL PENTRATIONS.
13. STORAGE TO BE KEPT AT LE�ST 18" BELOW SPRINKLER DEFLECTORS. � � `
'll8" = 1 '-0" '11fi23 SQ. FT. 14. PATCH AND REPAIR OF CEILING REMOVED FOR SPRINKLER SYSTEM INSTALLATION TO BE M�—' � �
PROVIDED BY OTHERS. - � r� � �,
15. CEILING TILE REPLACEMENT BY OTHERS. �--� � '�
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Z ` ��� ' ` SMOKE ZONE SEPARATION
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1 EXISTING 4"FEBCO 8�5Y DOUBLE CHECK BACKFLOW PREVENTER u �_��
2 4"VICTAULIC#705W BUTTERFLY VALVE V"
3 4"POTTER FLOW SWITCH
1�1 �^
4 714"PRESSUREGUAGE � �� � �
5�'TESTANDDRAIN VAIL PR4FFE�I�NAL BUILDING
6 POTTER TAMPER SWfTCH
7 EXISTING 4'GRUUAN DRY VALVE
8 EXISTING 4"VICTAULIC CHECK VALVE O 4"COPPER TO CITY SUPLY h+i �
- � E PRINKLER PLAN SECTIONS AND N�TES. � x �
TO EXISTI G GARAGE 5 F P 1 . GA RA� E F I R S , , � �
D SYSTEM T NEW RISER �
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� FP-2: FIRST FLC»R FIRE SPRINKLER PLAN . ° � � � -
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NOTEALL RING FP-3: SECON � FLOOR FIRE SPRINKLER PLAN . � �
PROVIDED OTHE
5, �r FP-4: THIRD FL44R FIRE SPRINKLER PLAN . - � � �
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C�NTRACT NUMBER
14115 �
�:x�s i7nG 1tISER ASSEMliL1 SEC��ioN t�� ��' 1'1'H;Iti F'I,0�� I'F,�'I
NOTTOSCALE I) �����'; Of� '�� 1993
FP-01
�T=1TTC� (P � T ) ��2 CHRIS SHEA FLOOR/AREA �
Y L'�1ll U_�L {Y � 1 ) �p$ WESTERN STATES FIFsE FR�TEt"�`I�����j \
P�ICET LEVtL lil PARKING GARAGE
r'LUj1� {�i r' �� � 1661 REGISTRATION �93953
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2-1/2"FLOW SWITCH
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VALVE CABINENT SECTION D � � � I �
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T his bui l ding is protecte d (� � 199 ss � 2 0 3 _ 230 1 0 1 � �
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by a Hydrauf�cally Designed o z� ` r��J` , m ,-
Automatic Spnnk"ler System. o g35 �, z - '- �- � �o�-„�� __ _ �� ,�-� 4�s�2 s� r2 1,�, o
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, Location FIRST FLOOR ,,, ,, ' -° � °°
, , ,i i �i + v.
� MEN'S -1 -1 WOMEN'S �%
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�Y 1/� / , / /.
/. / 1 1/. /. 17. 1'/. 1Y 1'/� '. 1'/. . '/ 1'/. 1'/. ' 1'/. 1'/.
� r No. of Sprinklers 32 Z93 Z9 - - - - - '-9, , " - , - - - - - -
' � � 3 � �' ' f '-11/z � ��� �} � 1'-4 ' ' �
3'13 14 1 / '�l
Basis of Desi n ��� 06 -5 � 329 335 / 341 0
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1 DENSITY 0 08/3000 GPM/SQ FT v I / `,
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' 2 DESIGNED AREA OF � • � �
' DISCHARGE 3028 SQ FT , ,/ 1' '/, 1'h 7 ' 1Y. 1' 1'/, 'h Y. 1'/. 1i�. N 1'/. Y � '/. 1Y 1'/. 1'/. 1'/. 1'/ '/ 1'/. i . 1'/. ' 1'/. '/. '/. Z O
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� System Demand 3si 3 3 - - - o ' -8 4'-7�h 0'-100 4'-8 5'O-4 1' � ' - ' - `'- ' - ' - - - '- o Q �
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1'/ Ya Ya ' \ � �+ �+ ✓' � � � W W
1 GPM DISCHARGE 658 GPM - �'-�
- , , - , . , - , - � �<,:�• ._:<r��_ � , ,� , e �' C�
F 2 RESIDUAL PRESSURE AT � ❑ ' ' ' p
� THE BASE OF THE RISER 8e PSI o � 476 a � 47$ 4si � _
� � � - , �100 CR O R � � 0 % ��-1 9'-1 9' ' ' � �
O O Z F-
, lOa GPM ADDITIONAL HOSE STREAM � �'/+ ��� ' ' + + , , , ,' � VALVE DEf�li, 1�/a 1�/ � ;� r � � � 15'-1'/ � �
/. 1/, 1/. 1/. 1/. 1 l/. 1 i'
ALLOWANCE REQ'D i� � � 5 34��� �o s� s�� �-a � + % � ���' �'� U �
1 '-d -0 10'-7 11'- 11' 10'-0 '-2 1' /
� 1Y. Y. '/. 'h . , , , � �\\ 2'-0/z 3'-5 % ❑� , ,
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1/. 1/. 1/. � / /. /.� i� W � I
PENDENT SPRINKLERS o i; _ , _ . _ _ _ _ _ , �� _�� o o \ «� o o � , _ o u,
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CALCULATED a, ' . e o - � � o � _ 57 - .,� _ ;� " o n e3
{ 1 Y. . � '? rn io
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� so� 6� � - eio - , 1'/ 1' 0'-6� _ 8'-7 � 8'-2 , � �
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6 - - - - - - 0'-7 ��--G .�--G o' 'O 2�- Z a�a�I��
- � 101 � sas
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__ _ � DRAWN BY TOM NELSON JR
- - - - ,/ 1% .�'
6$2
'h � . t�. � . 1 1'�. . DATE 2J4l04
, . 1%.
� 10'-2'/z 10'-7 �'/� � -' ,� 2 ����Z EXPOSED SIDEWALLS UNDER SKYLIGHT i i ° i i
' PAINTING OF PIPE BY O�'HERS
2'-1 h ,/. 1' . 1 . 1 . 1'/. 1/.
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F< ---_' _ _ _' _ ' __ _ ___ y _ _ ______ ^ ' _
SMOKE ZONE 4 , EXISTING 4"DRY MANUAL STANDPIPE
' 2'-5'/2 , �
6'-6 �
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EXISTING 2-1/2"X 2-1/2"X 4"F D C FOR MANUAL DRYSTANDPIPE
� �JCISTING 2-1/2"X 2-1/2"X 4"FOR SPRINKLER SYSTEM TAG AUTO SPRINKLER SYStEM �
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FIRST FLOOR FIRE SPRINKLE S 8'-0" � �� �
R PLAN ALL CEILING UNLESS NOTED OTHERWISE
'I!8" = 1 '-Q"
11623 SQ. FT. � �~ �
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CONTRACT NUMBER
14115
FP-02
FLOOR/AREA
CHRIS SHEA FIRST FLOO
VVESTERN STATES FIRE PROTEC770hJ C�. N SHEET NUMBER
� AJICET LEVEL III
i R�GISTRATIO�`V #9330"3
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This building is protected - o ,,, ; . , }
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by a Hydraulically Designed o 0 0 � o . ,os � Z � �- - ' ° . 0 0 Q ,-,
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0 osi s000 GPM/SQ FT ' � � , , �,, � � �,� o A �-` � WOMEN�S ' , �
1 DENSIIY � , � 1 • '/. 0'-1�'� n n N, , � O
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9 -1/� � 6� ��* 10'- 11' 2' 0% 4s� O �.1 �' � a
2 DESIGNED AREA OF 3038 SQ FT - �' ~ 2�- �= 3'-1'/: 4'-10�/:
DISCHARGE ; O O as9 61 4 Z O 4 — '/. 1% ❑
System Demand �� O O , �
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1 GPM DISCHARGE 695 GPM , �, ,� _ 0'-5 Z . , , , O J
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2 RESIDUAL PRESSURE AT ' � � � � �� Q � �78 ' � � , W
95 PSI 1/� . ' /. 1' ' 1" -�1' 1 . - 1'/. '` %.- - %. Z
THE BASE OF THE RISER �` 5�-0 � • '- /_ '< 1 1'/, 1 , 1/. 1 Y 1Y,,Y •1 , 1+� 1� ,/ , W W
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� 1 3�� - - - , 1 DENSITY 0 2/1 5 0 0 GPM/SQ Ff
No. of Sprinklers 31 � � �-�,� z �2� � , 3 '32 '�firs �
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Basis of Design � � ' --- ` fl
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2 DESIGNED AREA OF 123g 5Q FT.
�:' ssa 15'-11�i� � �? � � '� 's� DISCHARGE �
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M = D N 1350 2� �� /`� \ �.� �� $'-0"C L G �3 N System Demand �
1 DENSITY 0 0 8/3000 GPM/SQ FT 1 , 62o U
� I �'-6 -1 0 1 0'-2 � 13� 9'��%: � X �' � `� '-0"CL ° 1 GPM DISCHARGE 444 GPM ¢
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DISCHARGE 3010 SQ FT � � �4 �� � ` � 2 R E S I D U A L P R E S S U R E A T
❑ ❑ ■ ❑ s �1'� � 1'/ THE BASE OF THE RISER 86 PSI � O
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2 RESIDUAL PRESSURE AT � '-3 1 � � �
THE BASE OF THE RISER 88 PSI - � � �
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