|
LEG N D �
<br /> 3.50 4.00 �
<br /> .,
<br /> . '
<br /> ( 3�, 6" FP UP TO '�� � , �
<br /> HYDRANT LK-3.75 I
<br /> 1 �. �
<br /> ► � �
<br /> . y
<br /> �� �
<br /> �� .;
<br /> , � ,
<br /> �
<br /> � , �� ��; �� - � _ ' �ENE�L NOTES
<br /> � NO SPRINKLERS OR ASSOCIATED PIPING SHALL BE SUPPORTED
<br /> �� ' � ' �� � � - �, AREA. CEIL IS REMOVABLE.PROVIDE �
<br /> . „
<br /> � FROM THE CEILING IN THIS ING .`
<br /> I � � �� �. � � � , � ;�' �� , � ��, ����. � �� I SIDE WALL HEADS ONLY. .
<br /> F,.
<br /> . <, ,,� � . . _ , ,,
<br /> ��� � �
<br /> , � �
<br /> I I
<br /> ,.. ,
<br /> r _ � ; �
<br /> � , �. � ,
<br /> , ,
<br /> , . � 6�� FP � ;. �,% .;
<br /> � � ,
<br /> „ �� � �,
<br /> � �
<br /> � � � �
<br /> _ ,
<br /> � —
<br /> f .
<br /> , ., ,s _ ,
<br /> ; _ , �, .
<br /> — , .
<br /> r �
<br /> , . , ,,
<br /> � ;�
<br /> , ,s 4 ,F
<br /> , ' i
<br /> CONSTRUCTI�N N�TES
<br /> 1 � PROVIDE WET SPRWKLER COVERAGE FOR ORDINARY HAZARD GROUP
<br /> ; '� � � �; � .
<br /> ; - , . : ' 2,0.2 GPM AT 1500 SF,
<br /> � . . � ;� , .��� � �
<br /> �' ,� - � �� _
<br /> � i� , ' � 2 CONNECT 4" FIRE PROTECTION PIPING TO EXISTING 6" FIRE
<br /> - ��� , �ri' � �� I R .
<br /> '` - - ^ - � RELOCATE HYDRANT LK-3,75 UNDER EXISTING FLOOR ACCESS HATCH.
<br /> �� f , r � ; �' ' �.<�` 6��FP �
<br /> �� �'� � � ,� �'� , " �� �'�� 6 ,.��`�� � 4� ROUTE 6" FIRE PROTECTION PIPING FROM POINT OF CONNECTION TO . ,
<br /> �; � �. �,�� HYDRANT LK-3.75, �
<br /> �
<br /> �
<br /> ..
<br /> ,
<br /> _ _
<br /> . �r � , ;� ,,,� �
<br /> _ �. ,
<br /> < �, -
<br /> �� �. . . ,
<br /> � � ,
<br /> , ,
<br /> ,
<br /> , '
<br /> ;
<br /> ; , � �
<br /> �
<br /> . , � , ,,
<br /> F
<br /> � � F � �� �
<br /> I
<br /> ,
<br /> �� � � ., �
<br /> . . , ,
<br /> — — „� �' ��� ; �� e �� — — — �— � . . _ — — —T� L.� � .
<br /> ,� f r'� , ` fi /� . ) . '
<br /> �� �, , /_�� �� .
<br /> i. , e
<br /> f' _
<br /> ;
<br /> � e
<br /> i �
<br /> `� ! �' �
<br /> ,� �y .; 6 .-� '�t - . - ' _ .
<br /> i .
<br /> �
<br /> REFERENCE DRAWINGS
<br /> , � f � t ��� �, � , .
<br /> "' ? ;` �; ' 1 ' ' I
<br /> ' '`�� � '` �N � � , 4FP _ _
<br /> :�;/ �; f- � ; ' , '{%' _ .
<br /> � �r� 1- , �� � �x� � �
<br /> , � � r -� �, �, �r � � � �, � � F
<br /> Y g� � �� � � ( '
<br /> �. �c � ,� y � � �
<br /> ! , i
<br /> S`� r ,, � � � < _
<br /> � . / ➢,
<br /> . -�, � �; ,. _ _
<br /> - °�
<br /> Y -� �
<br /> _ � �.
<br /> �f--�—� .
<br /> �� _
<br /> �.�_ -, o--� =� .� _>= _ � _ �-- - — - - �--'� �
<br /> �� �- �:
<br /> �� �.,
<br /> � :
<br /> � � � �' � � � � �
<br /> �` �` • ,
<br /> � �
<br /> . .,� , r -- / j.� � �. . � ..
<br /> � �`� .+ ,Lt _/ . .
<br /> _ � � �� '�: `— ,
<br /> � '� ;' / � " � '�'� ��
<br /> ,, , � , f : �
<br /> : . �
<br /> , , � � �
<br /> ,., �� " ;�' . ,, �:"
<br /> ?p 0 l� �` �
<br /> j � �- � �' .
<br /> �
<br /> ��� �
<br /> '
<br /> , , _ ._ . �•J . � ,� r , ,
<br /> -. �, .�;" � - ;� % .
<br /> l � �
<br /> � �
<br /> '
<br /> . ✓� � �
<br /> � ,��'' ' �% , -�_ r� . �
<br /> � � � � �
<br /> � � r�� � � � �
<br /> . �, _.- . F
<br /> .. ,
<br /> _ �: , , ,
<br /> , , „ ,
<br /> � ,
<br /> . ,, � ;
<br /> � � ,,,�, __- .
<br /> �� , �
<br /> � f �-�r ' �
<br /> . �
<br /> . I Y � - . . � . _ � I � �'
<br /> i . ,
<br /> "� . :� .' j ... � . , ,
<br /> Q\ j �
<br /> 4'
<br /> ; n �, � :' ' , - + .
<br /> ✓'r '
<br /> I
<br /> �
<br /> - ` . v .. . ... � -
<br /> `
<br /> f i�
<br /> ."
<br /> F ° f y
<br /> %r X r
<br /> 6 F P . _ � .
<br /> � r' � .
<br /> I �
<br /> , �
<br /> , �
<br /> : ; ; f
<br /> ,'
<br /> - � .,
<br /> �::
<br /> � � 0 2' 4' 8' 12'
<br /> � 1l4" =1'-0" �
<br /> ,.
<br /> ,�, �
<br /> ENL�RGED UNDERGROUND FIf�E �
<br /> PR�TE�TION PLAN � �;� � FSi consulting engineers ��b;ph.com • Copyrighto2019 �
<br /> �� seatti�, Washington Arch�tects Eng�neers, Inc.
<br /> SCALE: 1/4"= 1'-0° TN1M260-21-825 TN1M463-1-825 PROFESSIONAL STAMP&SIGNATURE � �� �'� StateofNfashington �
<br /> TN 1 M260-26-825 � 19020 33rd Ave W,Suite 530 Certificate of Authorization
<br /> APPLIES TO WORK WITHIN THE CLOUDED �� �/,,,� � �ynnwood,Washington,seo3s Architecture No.so32355�2 �
<br /> / ��� /!. 425-921-3500 �
<br /> REVISION AREAS ONLY AS IN�ICATED / � ���% �O�UtIOC1S �t S�1"VICG Engineering No.3�3� a
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � •
<br /> SYM REVISION BY APPROVED � DATE SYM REVISION BY APPROVED DATE �� ACCEPTABILITY �VGM O4I26I"I9 c�� ����.
<br /> o RR� -wB�PermMcs-Ps-�S�ueForconstru�t�on �wBs�s32z> Fs� KMc oz��5i�9 � aF ���"� � ENLARGED UNDERGROUND FIRE PROTECTION PLAN �6322 � 0��26��9 � ���
<br /> � � THIS DESIGN AND/OR CHECKED �
<br /> ��P�`� y� � SPECIFICATION IS APPROVED KMC 04/26/19 sHEEr
<br /> 1 RR3-WBJ Perm MCS-P3-I��vision Perm MCS (WBS16322) FSi KMC 04/26/19 � W = � � ENGINEER T�T�E FACTORY TRANSFORMATION -777x Wing Body Join a�,�y
<br /> � � APPROVED BY DEPT. DATE KRL 04126/19 �. `
<br /> �- CHECKED TN 1 M4���� 'a'� � �•
<br /> � i329 ��.- �UILDING 40-025 . �� d..
<br /> ,� ��LSIF�% �`� APPROVED JOB NO. COMP NO. �
<br /> � ������� W01512899-825 � .
<br /> APPROVED MECFiANICAL MASTER EVERETT WA °WG"o. 40-025-TN1M463-1-825 /
<br /> � 04f26/19 � �
<br /> s�cr�eo �
<br />
|