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F12-0034 stamped approved
SCOPE OF WORK � - FIRE SPRINKLER SYMBOL LEGEND ��� 0 0 • DESIGN AND INSTALL FIRE PROTECTION TENANT IMPROVEMENTS AS AN � SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION EXTENSION OF THE EXISTING FIRE PROTECTION SYSTEM (ORIGINALLY ��='•���{���a�'��r����;��������.� H draulicall Calculated S stem INSTALLED BY OTHERS) PER MINIMUM NFPA 13 REQUIREMENTS AND LOCAL � SYSTEM RISER �a AUXILARY DRAIN �xx� HEAD ELEVATION y y y 10864 WEST COCO PLACE AMENDMENTS. o PIPE RISE � CONTROL VALVE � f EARTHQUAKE BRACING This system as shown on ASSURANCE FIRE LITTLETON, CO 80127 • PIPE DROP T� INSP. TEST CONN. � FIRE DEPT CONNECTION company print no FPi dated ]ULY 03, 2012 • ROUGH-IN ONLY (NO SPRINKLERS TO BE INSTALLED). Ph: 303.550.1912 a PIPE CAP / PIPE HANGER � HORN STROBE \ \ � \ \ � � PIPE COUPLING XX'-X° PIPE ELEVATION � SHEET NOTE � � � � � � � for MILLCREEK COURT BUILDING \ \ \ at MILLCREEK contract no • STAIRS AND STANDPIPES NOT IN SCOPE OF WORK. FX: 720.922.7698 \ \ � � � � O � � / �/ / � � � O is designed to discharge at a rate of 0.01 gpm • CONTROL VALVE AND RISER MANIFOLD TO BE INSTALLED WHEN SUPPLY FI RE SPRI N KLER SYM BOL LEGEN D � � � / / / / / / / \ per sq ft of floor area over a maximum area of PIPING IS INSTALLED AT A LATER DATE. \ \ \ / / / / / / / \ \ \ 4 HEADS sq ft when supplied SYM CNT POSITION FINISH TEMP K NPT RESPONSE MFG. MODEL SIN � � � � � � • NFPA OCCUPANCY: 'RESIDENTIAL' UNLESS OTHERWISE NOTED. with water at the rate of 156 gpm 0 12 SEMI-RECESSED PEDENT WHITE 155 4.9 1/2" QUICK VIKING FREEDOM VK468 at 83.8 psi at the base of the riser � H EAD D ETAI L 2 HAN G E R D ETAI LS Hose stream allowance of 100 gpm is included in the above. GENE�/�1L N�TES HANGER SPACING LEGEND PER NFPA 13 FP1 SCALE: NTS FP1 SCALE: NTS ( ) Occupancy classification R 1. THIS CONTRACT INCLUDES THE MODIFICATION OF THE EXISTING NOMINAL PIPE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" Commodity classification N/A HYDRAULICALLY CALCULATED FIRE SPRINKLER SYSTEM TO ACCOMODATE SIZE (IN.) Maximum storage height N/A NEW TENANT FINISH OF THE AREAS INDENTIFIED ON THE PLAN. THE STEEL PIPE EXISTING SYSTEM WAS DESIGNED AND INSTALLED BY OTHERS. Installed by SCH 40, SCH 10, DF, EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 2. THE FIRE PROTECTION CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A � � ANY LEAKS IN AREAS OUTSIDE OF THIS CONTRACT SPACE NOTICED WHILE CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A CONDUCTING HYDROSTATIC TESTING. 3. ALL MATERIALS, DEVICES, AND HANGERS USED ON THIS PROJECT SHALL BE UL LISTED AND/OR FM GLOBAL APPROVED. PIPE SPECIFICATIONS �PER NFPa �3� NOMINAL PIPE 4. PIPE HANGERS TO BE INSTALLED IN ACCORDANCE WITH NFPA 13. SIZE (IN.) 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 5" 6" 8" � ��.- ��r � 5. THE OWNER SHALL MAINTAIN A CLEARANCE OF 18" BETWEEN THE DECK AND INSIDE DIAMETER I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. � _� � � � � � � !# THE TOP OF ANY STORAGE OR ANY OTHER OBSTRUCTION. � 2 -�- # DYNA THREAD N/A 1.080 1.408 1.639 2.104 e i 6. THIS IS NOT A CENTER OF TILE PROJECT. DYNA FLOW N/A N/A 1.536 1.728 2.203 2.365 3.314 4.310 N/A N/A N/A � �� �4�'�Nc� �M� I�-G:. � 1 i ' 7. THE OWNER/TENANT IS RESPONSIBLE TO MAINTAIN A 40F TEMPERATURE CPVC 0.874 1.101 1.394 1.598 2.003 N/A N/A N/A N/A N/A N/A --- - -- - ---� -- ----�----- - - WHERE WET FIRE SPRINKLER PIPING IS SHOWN. ,�..w�_,.,_,_._.�` �-.._.�..... -� - -------- --�- __�-------�.�_�.,,._,,._ .� � El���v���� �`�� -- t��� ' - � ' `�'�N�' ��� � +' �' ' . �-�'i�c� -�►i .�. ' �� C y�'ct�tr '�Iz��� �� �'��� �`�-- k � ,. I �� � y�it � � ��r���- ���.G� � � . C��fi� fi . ;�- t � '��. �� � I f���N-r�-� � I*����+ I��' � � � , ,-. �° � , �� I �' � I � ( �'�4�nn 1.� 3 � ,� ,, Z � � �� , � � e� � �� � • ���1�-oQ'� � ' : ��p�z'm°� �y ° � `^ � - - - - - - - - -� -�-. �"e�}� pF� � s ` � �'��-WO� ) t ,- - - �� �, �i � �.J � ���P� � F�•L�,!"�'I'�I�5 � I � � � G1 _ � � O O � � � �� �ta'f' I 1`�� �_� � r�, I - � o � , �L�1�r.�r�r�� . I��-tt� .. ,� � 1������-�r�11� j h��i-�y�► i � �.�.�.� � � ��s� �.v y � : #- � �� 1� � � ��L�-��. /'� � ����t� ��- � �np�t � ��� � � -_- �, � , z„ � ����#�r� � w �t ti f � � � � N r���t�# � c��., . � -- ,- /��r ��. ���M � � ���T'� �� o;; ,� � i fi � _ _ � ,�r1x��a�� � _ O �I - . � x ._._� r = .--� _ � =- _- ',: � ��_-- - � --- - - _,_ _ ^/ � ' ��� �� �� , r ' , �- _ � OM I..L „ ��t� ���-�.,� 4 � � �'----� ��-n��� ��C� _ 1�'14�1*��- �1- . 1-t���!t-,+1 c� „ � ` - J � ��f N 3 � p�- �I� b I I�I Nc� s�---�- _x--` �� �; �.. 1�� � �'�I-`�� O � I O ��'k-a�,a! � � ��'�' ��' - '�" ��►�-1�'7'-� � la'` I � �(. G!-!'7� l �r yi ar�. p � kd � � � � ��-f'#-��G /��61�"S'F'�' � � ` 'F-�. O I..L 3 DROP DETAIL �' '� +- _ -� ----� � • �� : � � t � � r- O FP1 SCALE: NTS � � � o �� V � ��. ��t�N� ����� • �-e �i r�� r I��r-}i�� � ` � � � U t - _ ��r� ���- ��-�-� - _ , t r� ����� � - ��T�-rr�� :� � � , t-��r�t�� � . . _ - �r� u w,��.t, c • (+'�r-�c��-� �-- � � _' � �"�' / � I t� �t�� - i�-�I��x �- �.�� ���b ___ . "' �- ' �N��1 I���� , I _ - � �. �s��. �«�� � � � ���� r � ' �1��..1+ � � t� s t �-�1rr��.'' � W � � �°�t��� - �f ���,� �,���; i W � bnc�'���a � ��-. ���� , - � � I o t��l.+�,t�b � � � 06 LEGEND: � �� �-�,+� i t �-������� ��w wtr�� �-� „ z 05 � � xr� ��� -� ��°�-a�� ---._ ������ `��.. ����� � O o4 p �a��. V z � O � �� � -� � �'V`� � w � WO 01 1/2 EXISTING STANDPIPE _ � � � 4_ =� .�___ __ _; J 03 , � - - --__ _ - -- - 02 VIKING VK456 SPRINKLER HEAD � � , _��' �,.r- � O �� ! t--k`ft-��} � �/�y�►�J� `�- � I r_.,J /��/ y� ' {�7 �y� � !�}`"i� �-�f."iN6`� 7 G�G ����# �� � f�F�V G� f�11I �,r'� ������ 17���� '� , � {�,`y�� I If. � ��F`r ���� O r{ i 6 ! �Ls� 02 03 3/4" TYPE M COPPER DROP �{,��-� , � � ��� �;�.4�� , -� ���. � ��� i�'�,�.4t"4 l���k� �'�-a� '---.. ' °�r � O 04 TYPE M COPPER I°�-�t-� l���- ���.� I��pMr!`� '--- I�-���,r� �� I�'C�NG �H u �° i p R1 R2 O . �-r#��1~ � "�6M���t�r�. ���,r_ �Ka�-rir�� ���� r�-��� - v � _- - -- . . --- _ �, e� ��- � o� 05 RISER MANIFOLD UNIT 401 UPPER LEVEL 06 BUTTERBALL VALVE TAMPERED NoRTM 4 FIRE SPRINKLER PIPING PLAN FP1 SCALE: 1/4�� = ,�-o�� 5 FP RISER ISOMETRIC FP1 SCALE: NTS �� �� � � u n�l� otil ,�� �,�au �-P,4 �,4 -�' P��I �-� �N� ° 6 SYSTEM COMPONENTS SECTION VIEW , �r�� .����-� � � ���R � � ��- �'�°� � ����� T ��� � �� �� , FP1 SCALE: 1/4" = 1'-0" ; �"� � °�'� ��I�"��t��. I�I�y�� � 1 1 J $ c,�,.�� � - •v����� •��I���� �-'�� l� � �� � �±���� r� t Rem ote Area 1 Flowing Heads 4 Start Head PSI 36.7 - _ - -- - --, _ - =_ `' � Start Head GPM 13.0 � , _ � _ � Wet / Dry WET Density 0.100 �-. _ - �� . = � � Hazard RES Area 0.000 SQFT per Head 132 t� `` Code NFPA13 Len Wid Ratio 1.20 Elev-Hd to Riser ' 287 �' - _ +�r�k�� ` � ' / (') yl: �� � G I a � �i_ �, �� a,,��. � � i �� ... _ �' � I ' ���"�fl��i Construction Max Velocity 23.4 PSI -Hd to Riser 10.3 CODE IN �ORMATION BY OTHER � �- � g��� � " � -� r ' � _-�. _ t� -�r��. J , 4� � �,�" � � - - -�_- --- - _ _ �__--__-�-�---- _..� - -- - TR � � � ���� !�t {. �� -' �� ��� '�� ,� k� � ` .� i G'�, ��� �� Source Name or Location City Supply .f � f ' tr;� .- , �![+.��/ `�,,. .�►. � M ,I_ I I� + _,� ! �. ��'"I�'� - � r }y, . _ � � ' ��� _ �- � `�� P�t-P-'�k�`� � PSI Avail at Source 96.6 GPM Req'd at Source 156 Inside Hose 50.0 ������ ,�! A�� � E W C�� � -�� U C T� �� T� C�M P �Y WI �-H o a � ������ " r �'������ � ,:+� '��t�� � � f *���• -` t _ _ __ �t�`r R � �'�1L�'�`�� �`�`'1�'� PSI Req'd at Source 94.4 Duration of Source 0.000 Outside Hose 50.0 �,�.•'� �� ' , �. , ..� � �,�- ��+ 1 '# --- - �I��. ����`R it� E ec��f"• T d' � • : � � r . � - - - - Safety PSI 2.22 Req d Source Volume 0.000 • _► �N � 101 , �: r.� � � �, .:��I-�� �� - N � �: �009 International Residential Code • ���°��, �� • �- �� -- r� �w ���i-�- - l�r��: c.���� e � �N�� ' �t I C� !e � �� }� � ,_,__�„ �I���d}'�� � - Pressure Available Pressure of 96.6 psi Exceeds Required Pressure of 94.4 psi �'�1 [�j 2��g I n �e f n G � I O n C� I P I U m b I n C� C O d e �'a� � �~ � � �''�`�"'�"����' �j�� ' j � ��+' �"�+� ''��� ��� p -- �.� ` _._ _ � � Summary This is a safety margin of 2.2 psi or 2 % of Supply • ��,� �,r��.��� ; " --� ��;��y���„ 1���..a� ;� � ____ . f" t��' � �N'��-� • t .c�, 200J International Mechanical Code � w �� �"�''��� '���,rt���: � � ���� �-` � °� �' ��,,'�`� � cc�, BZ � , .�. �y � ' :��s.� ,r � _ � 1=_ �� _ N Advanced Max Density Available 0.101 PSI loss - TOR to Source 22.0 �,, ;�;���,�F,�_ , P � f=�. � C�� ��'������� � I � � � I I �.�► ;,�� 'fi� Summary GPM at Max Available Density 158 Rack Demand 0.000 '�- �C�-� �� � �'�'�-� �o L��t�t� �--�-� �-�"�I� �t�p � '�r+' q In ernation � l ue as od .. _����, � f � ���� ��� � � � + s � 1 � ``� _� 1 `�� ��� 1-' I 1• ��'' 1 H draulic Information I s stem Volume 14.2 2009 International �ire Code � � � y y 200J International Ener Cons�rvation Cocle '�� � `�� ��'`-- �, " � _ - - � ;� � - -���- a y :'•�'o- 2 6-8 '-� 2 � , 8 10-6 �s� Static Pressure 97.2 Flow Test Date ���g � Gt101"1G � EleCtrlCCCI COC� e _ _ � � � � • - � DATE: JULY03, 2012 � - - ---�i ---� -Y - �`! - Residual Pressure 90.0 Flow Test Location i � � �' � ' �'� � Residual Flow 583 Tested by DRAWN BY: RJD 200� ICC/ANSI A1 1 �� 1 ( Accessibility Standards) . � t��fi�R ��# ��� �� ° � N � ��'i��= � �y �����'� � , � ���xc' ,$, ' � a, � � �. z � r,.��. o�l' � � �� � ���, _.,� ��� � -__1 � Test Elevation Relative to Source Elevation 0.000 CHECKED BY: RJD ��� 2��� A I"Y1 e I"1 C� I"Y1 e I"1 t S I O C G t 2 C:� I I"1 �I'CI I I"1 O I"1 C e � O� � g, S 2 I'I e S 2��� �� � � �_ � � � '� t'�'�1��� ������� ���� _� � � ���� - Tank Pressure 0.000 Available Well Flow 0.000 REVISIONS: � � ��'1 �` �� `� � Tank Volume 0.000 '� -- '� ,�� '� �-- -_ �,�z �I'�'I!� x,j� G�I 1-.l�`#�i 1� cv , Y.t •� y� � 1�,'�,�� 4�.���. �.,�- � �' - 1'' �.�:.� , I •°" _ N p.w.f c�-� � TYPE 0� CONSTRUCTIO�I � V- 1 HOUR y _ - � Tank E�e�at�on o'-o" • y�` � r _ - I �� 1����� �� " � � _ I I � � �, �G ��' Pump Rated Pressure 0.000 Pump Manufacturer 3 STORIES ON EAST SIDE� 4 STORIES ON WE�T �- � � � �� � � - ��'� � -_ � �� ' �`� '��'t� , .,� , _,�.,� �� 4�.�' _ a "' �' ��'+ l"',p,� - � � .���I'� �„�. / I�'� ----- �; � � - . �#'���.t-� Pump Rated Flow 0.000 Pump Model '` � - . �.. , . � .� '� s �.: �"l"#��R�p►� ' 1.-t,�1�1- ��*� . Pump Elevation 0'-p„ OCCU PAN �Y C�ASSI �I CATI ON a R 2 - � � {�..,p _. .t .�. -�. !�F ,�M-�N � , r � �, -}-�#��';�T''_�.,f�b�•, 1���'µ��'� I t-#� � 1 � � � � � �-, 1 A R E A 0� U N I T �0 4- 1 , 2 3 3 S q f t , � � � � -.���- � �- -- - - --- -- - . - -- �- � � ��, �,�� ; ��- L�I�-t-�� � �` Construction v-B Occupancy R ,� � '�k*1 #, � ='��1 � ,;� � �r�h►I�?�C°�� � Authorities Having Jurisdiction City of Vail A R E A 0� U N I T ��6 - 19 6 �� SG f �� �' � � �t��"�� �"1 I-�R-r _ m ��� ,,, 1-�'�t�1r� ,� ��,� _, ,, a�t�1 _ ! E �� --_ � �-l',�i F�. , 0 1 2 3 3 � � � �` �� � "_�� � � ���r�'� � '� }��-��. , '� _ ! _ � ' - OCCUPAN I �OAD UNIT 3040 /zoo 6 � 2 ,, I �� �- --� �� _ �. �. , � ���� � ' 16 0 0 G► i � �$u �, � -�� � ��a � �t�" 1 -v _ � �4 � 4+ ���4� '` - - OCCUPANT �OAD UNIT 306e /20o g ---�--- - � T_11- - ----1-, ----__ _. __ ��_!_ �,w_ � -� � ' 1 ���'fi'��E'��s �`�f..*;� �� � ��{.�"1 � �r���� I�'��"t►N ��"� � � ,F �• .{. #. �',�r j -- -- --- � !�� P �U M B I N G �I X T U R E C 0 U N T U N I T �0 4 ,,1,�,,��-� : �,�.��s.t�� ,� � -!!�---�,� F, F �,,' , '��,N ��'� ��-_���� � , � � _ 2 WATER C�OSETS ; ����-# �rN ��at��� � �--� ��� p��#� � r������:-�� a .. �,�, , � 3 �AVATORIES _,��t��� �.��►� � � �.���rr�� �t ���.�+ �,r��. w���- _ �_ ; ��� �f I �wr� � t, - ;� 3 B A TH TU B S O R S H O WE R S � ' , �` _ _ . � � -r� � �4� �����, -� ��� ������-� ��_ 1 a._ _���, � ������ F P 1 . __ WATER PRESSURE REPORT 1 KITCHEN SINK a - : . � -�'' _ ,�, ,� -_ -_ ---- r �N � � =�: �� ,� f �}�: • STATIC PRESSURE: 108 PSI �1� ��.`-_ ��15#��N� 1 AUTOMATIC WASHING MACHINE �� i�fi�N� �� � �� � � a �� �P=�G� � ���. �p�t,k,��, �Z!�;' ��{ � �„��.,�� _ • RESIDUAL PRESSURE: 100 PSI P �UMBING cIXTURE COUNT UNIT �06 ���e ��,`"�' � �_ ;� � � +� �_ �� -�--�-� t`r�+�-� �. • FLOW: 583GPM 2 WATER C�OSETS ' � - � � � �� # �� �� � ` �'�' ���' �" ��� � ��� ��A � 10 PERCENT REDUCTION 3 �AVA I ORIES � ` �'������ �'��" ���-!'IM� l��Gk� ,� � � � I � 2 BATH TU BS OR SH OW�I� S �� �I'�� fi� '������ �� �- �- --- -" . . f • STATIC PRESSURE: 97.2 PS1 FP SHOP DRAWING • RESIDUAL PRESSURE: 90.0 PSI 1 K I TC H E I� S I I� K U N IT 401 LOWER LEVEL • FLOW: 583 GPM 7 FIRE SPRINKLER PIPING PLAN "oR'" FP1 SCALE: 1/4" = 1'-0" OF RECEI VED By David Rhoades at 8:52 am, Jul 11, 2012 ^ - ��� � .��:'•ll��i:tia�►��r"��5;�i'i���°'�'4 10864 WEST COCO PLACE LITTLETON, CO 80127 � Ph: 303.550.1912 � Fx: 720.922.7698 � � � � � � � J \ \ \ O \ \ \ \ \ \ \ � \ \ \ \ O / � / �/ / \ \ \ O \ \ \ / / / / / / / � \ \ \ / / / / / / / \ \ \ \ \ \ \ \ \ � DROP DETAIL 2 HEAD DETAIL 3 HANGER DETAILS FP2 SCALE: NTS FP2 SCALE: NTS / ! / � � � / O ; O '� � '- � Z NEW WINDOW & FRFNCH DOOR � � I I � MASTER BTH � � � � �� � �� DINING � T T GP GP 8'-3° � � � � ! �� . / MAS �R � � � W W GP GP 8'-6" � � � � O / � c� � _ � ��� A 4 = \ � � �' • , � m L.LJ ^� �� � Q �/ Wh�r�poo� +25'-4� 2" ,/0 _ ' .� ' ;�, � � 0 � %`1� � uviN� � � � � , �, ��;� � � C� � � � �� � � �� � 0 � �� �. ��� � � � O � �� ��� �' �� BEOROOM z � � , �� J O � � � -� � � � • '� � Q steam �� , � KITCHEN �� '� NEW BAY � � , � � R2f'710t2 Area 2 Flowing Heads 4 Start Head PSI 7.00 %� W�NDOW � J' _ - � � Start Head GPM 13.0 `� �� �- Wet � Dry WET Density 0.100 J � � � Hazard RES Area 0.000 SQFT per Head 90.0 �r� 6 � � � � �J i, � ♦ Code NFPA13 Len/Wid Ratio 1.20 Elev-Hd to Riser (") 287 O �' � Construction Max Velocity 21.9 PSI -Hd to Riser 10.3 9 � `� � % W � � � � � � � ��COATS Source Name or Location City Supply �� ;' �� J � J � � � � � � PSI Avail at Source 96.6 GPM Req'd at Source 152 Inside Hose 50.0 �6� I 9� o�' ' dn � o � � ��� � PSI Req'd at Source 84.9 Duration of Source 0.000 Outside Hose 50.0 � �� add a�ternate Safet PSI 11.7 Re 'd Source Volume 0.000 � �� - , � �-�tor ���w bear,-,, UNIT 306 � Y q coat closet, � �'-�'���LW�Y extending pantry � � Pressure Available Pressure of 96.6 psi Exceeds Required Pressure of 84.9 psi FAMI�Y RM � W W P P 7'-7' � � � Summary This is a safety margin of 11.7 psi or 12 % of Supply W W I P P 8'-6" � � � ,�i���J `� � � � � Advanced Max Density Available 0.107 PSI loss - TOR to Source 20.3 , �, 9\ � � � l;' 0� �� � _ � � -/ � � � � Summary GPM at Max Available Density 163 Rack Demand 0.000 �� `�,��� �� S� '� � � ,�, � � � �f � � � �/°_° �� � � T- �; � 202 � °` ME k"�'�S�� �sT ,�, E � `�' � (�, ����\� 0� `ti� � � � �W I� �� ;�' Qoi�ER I !existing � _ i� FLUE ���� � ���" �� — JUNIOR MASTER ood-burning � � fir lace � � � � - -� � - ���� J �R� ���� �S � � , � �, � �, � � - � Sl EN ST GE � i �� r � � J � � '� %" i GP � 6, - ���-� � � J � � � ��� - � ���`�, `� REF/ � i WINE s� '� �`� O .� �'��� � w � � � i� �� � �� MUD ROOM I [ ��� I 7 ! ! I i I. � C W GP GP 8'-6" D ��`�'�� A 3 • POWDEf� ROOM � � , � ��3 � T T GP GP 8'-3" �SI � � � �� NEW WINDOW ��� � � O � 0 � A 2 �� __ � � _ \�o� +25�-4� 2„ , � � ��� 20 �> � �� A1 � v�sTiBU�E � �� tiU��:�� ��. " • S •. I C W GP GP 8'-6" � � c,,�.•• � � ' . � ,�,. . • - , �. fi81 �. �:� . �Q�;�c�, f1� l ,���P_"��. �� �t •r�� ���:? ��,' ���,��� . ,�., U N ITS 304 & 306 4 FIRE SPRINKLER PIPING PLAN "oR'" FP2 SCALE: 1/4" = 1'-0" DRAWN BY: RJD CHECKED BY: RJD REVISIONS: FIRE SPRINKLER SYMBOL LEGEND HANGER SPACING LEGEND �PER NFPa �3> SYM DESCRIPTION SYM DESCRIPTION SYM DESCRIPTION NOMINAL PIPE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" � SYSTEM RISER �a AUXILARY DRAIN �xx� HEAD ELEVATION SIZE (IN.) o PIPE RISE � CONTROL VALVE � f EARTHQUAKE BRACING STEEL PIPE • PIPE DROP T� INSP. TEST CONN. � FIRE DEPT CONNECTION SCH 40, SCH 10, DF, EF N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 a PIPE CAP / PIPE HANGER � HORN STROBE THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A p PIPE COUPLING Xx�-x° PIPE ELEVATION � SHEET NOTE CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A FIRE SPRINKLER SYMBOL LEGEND PIPE SPECIFICATIONS �PER NFPa �3> F P 2 SYM CNT POSITION FINISH TEMP K NPT RESPONSE MFG. MODEL SIN NOMINAL PIPE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 5" 6" 8" � 21 SEMI-RECESSED PENDENT WHITE 155 4.9 1/2" QUICK VIKING FREEDOM VK468 SIZE (IN.) INSIDE DIAMETER I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. I.D. DYNA THREAD N/A 1.080 1.408 1 .639 2.104 DYNA FLOW N/A N/A 1.536 1 .728 2.203 2.365 3.314 4.310 N/A N/A N/A F P S H O P D RAW I N G CPVC 0.874 1.101 1.394 1 .598 2.003 N/A N/A N/A N/A N/A N/A RECEI VED 2 O F 2 By David Rhoades at 8:52 am, Jul 11, 2012