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/ . � Extended covernge OH sidewn�.� spr�nkler - deflector distn�ce 2-12'
Deflector to be �nstnlled parallel to the structure obove
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" ' ' � - ' - ' - Scale 1 / 8 " = 1 ' 0 "
250' 4' Schedule 40 � Existing Vntts 909
To Dry pipe Volve Reduced Pressure Backflow Preventer
pres ressed ce�l�ng ponels
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General notes �
1 , Extend the ex � st � ng dry p � pe syster� that serv � ces the garage area
Connect to the ex � st � ng 4 " p � pe above the ex � st � ng dry p � pe valve
2 , The ex � st � ng dry syster� located � n the garage shall rema � n � n place
3 , Provide a water curta � n along the property boundry l � ne as shown
S i t e P l a n 4 . All new pip � ng shall be Galvan � zed Schedule 10 or Schedule 40 TYPICAL HANGERS NEW TUNNEL
� 5 , F � tt � ngs shall be grooved end for the 4 " and 2 ' p � pe , No SCALE
N O t t O S c a l e 6 , Dra � n p � ping shall be Threaded 1 " w / cast iron f itt � ngs 1 -- All Thread Rod
7 , All new p � p � ng shall be tested at 200 ps � for 2 hours t -- Angle Bracket
8 , Hanger spac � ng shall be � n accordance w � th NFPA 13 for pressures
exceed � ng 100 ps �
` � L. ❑ W T E S T D A T A 9 . The prestressed concrete � n the new tunnel shall N � T be dr � lled
10 , All - State F � re protectlon w � ll f � ll the ex � st � ng and new dry syster� w � th
S T A T I C P R E S S U R E - 14 0 P S I a � r af ter the installatlon is cor� plete us � ng the existing EMGL � air cor� pressor
R E S I D U ��, L P R E S S U R E — 13 5 P S I If the expanded p � ping syster� cannot be f � lled w � th � n 30 r� � nutes then
then the a � r coMpressor w � ll be replaced so that the 30 r� � nute t � r� e , , ,
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L W — 4 7 3 9 G P M � � r� � t w � « be Met . ' ' ' '
� � R CA� LCU � ATIDN PURPOSES , ; s � � ���' '�
68 , 12 % � F THE � � � W HAS BEEN USED ✓:✓ '
R E V I S E D F� L 0 W — 3 2 2 8 G P M n 4 � � � ROLF JENSEN & ASSOCIATES, iNC.
� � '�(�� icilli i� . � ❑ NOOICEPTIONSTANEN ❑ E%CE➢TIONSASNOTEp / .f-�3� /
� �}, � � / APPROV�L RECOMMENDED ✓ ��u �G �
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`°�°��ES TYPICAL HANGER EXISTING GARAGE
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Pti+ruhs sa[ir ro n+t faeMGT10„ v °�"non nur is re (or d
TEST # 7 � R � M RJA ' S LETTER DA �TED 9 / 27 / 05 ��S��TM����a ��. �ATE �n� n� �— � � � �, � � � � ,�� 9 .
4�O ° We reviewed these drawings ady fa confanNY '� 1 -- HILTI Shield
We did not review lhese DATE C�/ ��v/ O�
• Ne fire poteabn design. a � � � �.
p� � , � drawings on any othe� basis S�W CONSTRUCTI N, LI.0
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RECEIV D
3 2005
General Notes S bols Number oi S rinklers �*�+�¢ SITE PLAN & SECTION VIEVY Job:
G e n e r � � C o n t r a c t o r � ������ k�qs�� s �� �rip� Totnl Thie 9heeL roc�� �ress �e nu� LIONSQUARE LODGE TUNNEL � —
1 . All Pipe Locetions are to De Pfeld 1[eesured Prior to Fnbricetion Q H)drnulic Referance Pomts 9 bol De�cr! tlon 26004Z Revlsiom: Date: I
S � Q W �� o n s t r u c t � o n i t �d Instnllstion by 9prinlcler Coat�actor. � �� �� � �� ,l,oP ot s�� Contrect No 660 LIONSHEAD PLACE -_
2. /131 Dlmenalons �awn ara Center to Csnter. [ �+] fitev. Above FlnLhad Ybor �
O 3 O O K Q l Q I I r1 '� h S ' l. � ( LL- STATE /�/� 9. H1gL Temperature Heads are to be Fleld Locnted lfhero Required. + cras �n-o> Hle�. of ?op o1 3tee1 �*� �Y �• �°�� v�L, C� . 0 -=
V.
FlRE PROTECTION. INC. � ��L ��bC ��
� 4. �u ��. ma t�,nse,�. � eo e� m,r..u�a �� NFPA /13. 9onte i/a- � i -o Contraetor. _
D e n v e �� C � i I j � b. Hengers sre to be U.L 1lsted md FY. Apprnved. �� D°°°t°� H°°6°r I,a.atba _=
� ! `T� ' = r ! ��� ` `�%' ���� � � N I C E T o xise np or aown ALL— STATE FIRE PROTECTION, INC . w —
3 0 3 — 8 � S — 4 7 4 0 ( # � � 8 L E V E L i i i °ate ����06 6045 E . 76TH AVE # 12 �
/ 9 3 4 9 2 �pp��� gy vnu �e n�PC COMMERCE CI'I'Y, C0. 80022 �
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�'� � 8108 ' — U " Density 0 . 15 Area 1950
'� '' � Fiow 806 . g gpm � 110. 5 psi � �
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; , , �� �: :� ° 3 , Ex � st � ng Rel � able Model D Dry p � pe valve
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;, • , - , � 14 , � O 4 , New 4 " Groove tee to supply new rar� p
'�, ' � ' % '� 5 , Ex � st � ng supply to park � ng area to rema � n
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� �� �� �: ,,: . . , , � ; � ' 7 , Ex � st � ng Er� gto Model A - 8 1 hp a � r cor� pressor
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�' � �' � 1�; EXTEND EXISTING DRY PIPE SYSTEM INT ❑ CO �'1pY' 2550Y' . i5 requ � red t0 f i � � dry pipe SyStel'''1 with � n
'�� � NEw TUNNEL 3O r� � nutes per NFPA 13 7 , 2 , 6 , 2 , 2
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