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Home My WebLink AboutF10-0032 Plans SPRINKLER SCHEMATIC MAY IN SOME CASES � a f� OTES P ER �l � PA 1 � 200g y ~ ° Wz 9 MIS-REPRESENT THE EXACT LAYOUT OF THE U ,� o w, o � � M A � M U M H A GER SPAC G . � � ° M' �� SPRINKLER SYSTEM. IT IS INTENDED TO HELP V ��o.,��I' oj � o ALL PIPE IS COPPER AND FITTINGS TO BE THE SAME: LISTED UL APPROVED, STANDARD ASTM 442 AID THE AUTHORITY HAVING ,1URISDICTION WITH Z �a� � �� FOR PIPE AND ASTM F 437, 438 FOR FITTINGS LAYOUT & CALCULATIONS. �� "' �s� � � ,� �, ��. w w ( COPPER ) , �_ =o��_J�, � � � ALL HANGERS AND MATERIALS AND LOCATION TO CONFORM TO SECTION 4- 14.2 OF NFPA 13-09 ed. O INDICATES ITYDRAULIC REFERENCE POINT A B C PIPE SIZE �100PS1 NO HEADS TO BE CLOSER THAN 8'-0" TO EACH OTHER �'��'�� ,�ooft �;,� � ALL DROPS ON ENTIRE RESIDENCE TO BE 1 " - =� _ �:�. _ 1 „ �,_6„ 3,_�„ 8,_0„ ,�., � �; ALL PIPE LENGTHS ON DRAWING ARE CENTER TO CENTER TO AID THE 4" 1 -1 /4" 0'-6" 4�—�'� 10'-0" � AUTHORITY HAVING JURISDICTION WITH THE CALCULATIONS. PIPE LENGTHS �Lk.=�i F� ��'�"'_"�� "`� '� � 1 -1 /2" 0'-6" 5'-0" 10'-0" ARE NOT ABSOLUTE AND THE BELOW REFERENCED HEAD SPACING SHALL ��`= � �-�- � » > » 5'-0" 12'-0" � '� BE FOLLOWED AT ALL TIMES. �-_:� -�-� � ; --., � � - � � � - „ , „ , „ , „ SEE SPECIFIC HEAD SPECIFICATIONS BELOW. �, ��- _ .vP �� _ „ , „ , „ , „ 2-1 /2 0 —6 5 —� 12 —0 ��^ � ._ �,�e;� � ` -_-� 3 0 —6 5 —p � 2 —0 � +� TYCO MODEL LF—II RECESSED INSTALLED IN THE VERTICAL POSITION IS � 4 �' . � r�;x:� � ''+��il ��ra�� _ LISTED FOR A MAXIMUM AREA COVERAGE OF UP TO 1 6' x 1 6' AND 8'-0" .�,�'``� � � - �� -:�� '°= C Q� MAXIMUM DISTANCE FROM ANY SIDE WALLS. (GIVEN CURRENT CALCULATIONS) �'�``'� � ,; �'`"`� � O o TYCO MODEL LF—II SIDEWALL INSTALLED IN THE HORIZONTAL POSITION IS � � , , , „ �� A B LISTED FOR A MAXIMUM AREA COVERAGE OF UP TO 1 6 x 18 AND 8 -0 SP R N K LER SCH EM AT C ;; � MAXIMUM DISTANCE FROM ANY SIDE WALLS. (GIVEN CURRENT CALCULATIONS) NO SCALE � � � z O c� �, `,, �` � � � � - � HE�1 D LE GENl� HANGE'R LE GEND � ,�� 90 EL. � _ � ��71f� ��l�Ll?SL �OIrt101754��1�jU �1�k'��f� � � el REDUCING COUPLING HANGER APPLICATION CgPPER PIPE STRAP 1" X DROP � REDUCING COUPLING � (SEE PLAN) -� � � 3%e° MN. � � ! RESTRAINER APPLICATION Q � I � � I� 1" X 1/2" R.C. �` � � � PENDENT W/ ESCT. �� p 2" MIN. � / � �SUSPENDED CEILING � d 2 1/2" MAX. COPPPER PIPE � 1 fx HEX HEAD SELF COPPER PIPE HEX HEAD SELF E' TAPPING SCREW O TAPPING SCREW' � � 2 ��2� T Dav i d Digitally signed by David Rhoades / , , `TYCO� DN:cn=David Rhoades,o=Vail Fire& i x TYCO Emergency Services,ou—Prevention, i MODEL LFII 6.9 K FACTOR SINGLE FASTENER DOUBLE FASTENER Rhoades email=drhoades@vailgov.com,c=us C W MODEL LF—II 3�4" RECESSED PENDENT Date:2010.07.1612:0237-06'00' RECESSED SIDEWALL COPPER PIPE STRAP COPPER PIPE STRAP , x � a � SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# � 117 PEND WHITE 155 6.90 3/4" TY4234 TYCO LFII concealed head � � � SIDE BRASS 2H6 5.60 1 /2�� TY3351 TYCO TY—B elevator pit THIS SYSTEM WILL HOLD APROX 53 gal OF ANTI FREEZE SOLUTION MIXED AT A 60: 40 MIXTURE THIS SYSTEM WILL HOLD APROX 51 gal OF ANTI FREEZE SOLUTION MIXED AT A 60: 40 MIXTURE � Q 4 SIDE WHITE 155 4.20 1 /2" TY1334 TYCO LFII garage door 2„ � (�' 12 PEND WHITE 175 6.90 3/4" TY4234 TYCO LFII intermediate temp within 5' of stoves or fireplaces � AMTROL FPT-30 14 GALLON AMTROL FPT-30 14 GALLON TO SYSTEM � 134 total sprinkler heads EXPANSION TANK EXPANSION TANK � 44 heads for lower level PRE-CHARGE TO 120 PSI PRE-CHARGE TO 120 PSI � � � 41 heads for main level � � o � � 4 9 h e a d s f o r u p p e r l e v e l H E A D e o x F H E A D e o � � � � Q � I � o Q a� o o r� � � � I-�--I O W � � o � � 2" co e r i e 6 „ 1 f 6 � w ,� w � p p p p 2 C H E C K V A L V E P R E S S U R E R E L I E F V A L V E h e a d s P R E S S U R E R E L I E F V A L V E SET FOR 175 PSI 2" C H E CK VALV E h e a d s � � � O � SET FOR 175 PSI P I P E T O D R A I N � Horn & pendent head PIPE TO DRAIN � � � �l Strobe � : � � in ceilin � � ° �' w g � � w w � � � � � � sidewall head "� �� ,� � � � C h eck m e e� 2 THREADED RISER MANIFOLD W/: � C �, Valve `�"-�" under garage door ,�, � � (1) DRAIN AND TEST � � O (2) FLOW SWITCH � � 2" PRV WILKINS WZ109FP 2" PRV WILKINS WZ109FP �_ (3) PRESSURE GAUGE � Flush —_ � 1 �� valve to test SET FOR NO LESS THAN 175 PSI SET FOR NO LESS THAN 175 PSI °�� (4) SIGNS ON BODY � � „ o a ntif reeze G A R A G E 2�� copper 2� copper � N 22 Single � - _ _ - � FDC � � T/S T/S T/S T/S w E � „ 2" FEBCO 860 BACKFLOW O 2 FEBCO 860 BACKFLOW WITH TAMPER SWITCHES F I R E D E P T C 0 N N E C TI 0 N WITH TAMPER SWITCHES FIRE SPRINKLER PLAN REVISIONS S DESCRIPTION BY SCALE: not to soale ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY, ITS CONTENTS, INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION TEST FLOW �N�-o. R I S E R D E TA I L CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED,COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL ,,-1F I R E S P R I N K �E R P L A N IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR STATIC P.S.I. 120 EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR RESIDUAL P.S.I. 115 scn�: �oc to e�aia � AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY P . O TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION G.P.M. 1149 2�� COPPER MAIN THIS SET OF FIRE SPRINKLER SHOP CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LOCATION NEAR SITE P P E TYP E DRAWINGS HAVE BEEN REVIEWED PERMIT N0. INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE FROM CITY WATER MAIN � AND FOUND TO BE ACCEPTABLE BY APPROVAL COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND STRUCTURAL. ANYALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN Safety reduction ALL PIPES: COPPER TIMOTHY N. TROSTEL, JR- N.I.C.E.T. GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH IV# 102055. SR. ENGINEERING DRAWN BY TEM ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED STATIC P.S.I. 110 TECHNICIAN - FIRE PROTECTION THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED SCALE �I�4�� _ ��—O�� NATIONAL INSTITUTE FOR CERTIFICATION IN BY MILE HIGH DESIGN GROUP, LLC RESIDUAL P.S.I. ENGINNERING TECHNOLOGIES DATE 6/1/10 G.P.M. 929 THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT �_�_ REVISED FP 1 FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- PLOTTED i n- _ Desi n Area 4 Wet S stem x � � � ,W Q g Y o �., w o SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# � Q "'` �'� � lower level v ��o.,�� i � o Demand Calculations usin Hazen-Williams Method � 1 1 7 P E N D W H I T E 1 5 5 6.9 0 3/4" T Y 4 2 3 4 T Y C O L F I I concea le d hea d z �,�� , �I � I � �— � 9 �� , M �� - OCCUpaC1Cy CIaSSIfICatI0C1: Residential / 1 SIDE BRASS 286 5.60 1 /2" TY3351 TYCO TY-B elevator pit ,�� , w w 8'-6" 8'-0" „ � ¢ Q � Design Area Density: �.1 Q 4 SIDE WHITE 155 4.20 1 /2 TY1334 TYCO LFII garage door \ � Q �J� � O BE�ROOM - Ba ROOM A d di tiona l Ou tsi de Hose: 0 �°' 12 PEND WHITE 175 6.90 3/4" TY4234 TYCO LFII intermediate temp within 5' of stoves or fireplaces FOUR FOUR 134 total sprinkler heads � 401 44 heads for lower level 3-6� 2 8�_ �� 02 41 heads for main level � 6 49 heads for upper level 6 9 EDROOM 256 � N FPHB �I �Sp 7.6 S�X 6.9 4 � � .10 . � � � F � . o � � ° _ .10 � P� zo 10'-0" 1 8'-6>, N w � m � � 2-11�z � �, � 1 ° -� 8�-6�� _, � c� ' - BATHROOM U� o - � � THREE � v � o ° �' R&s � 0 256 �� 308 403 6.6 �o°-o°� � ooM �o'-o°° �_ » � 6.9 p. FAMILY �9 0 BEDROOM � � > >> "' 294 .10 DA Name: 4 ROOM 2-11�2 � THREE �—_�-- R&s_ 0 � � � � _� 4 DA Area: 264.52 � � g o � .� 0 4 . : � � � � ; � , ;; N � 2-3 � I _,�� - � � � � � � � � BEDROOM �so �'-F�� 1 N ❑ � � , ,_ „ � � FIVE �- -- _�� o o � � �- �� / � _ ' 2-8 2 g 6 8, 6„ 8'-6" --� 2-11�2 � �s° � � J ��,_�„ � U o� o � � � � BAT ROOM �-� z °O �� `-' I X m � �;! � � � R&S � � � � � � � `� TIG T 0 N ER IDE � � � l � r '_6„ � � � _ OF ST IR � 10'-0" L� � BATHROOM =° � `" �W D � � , „ � � FIVE � � 10 -0 �N � g'-0" STORAGE � � 2-��2 3_9�2 N 9'-0�� f� �, � � O TIGHT ND RSI E � I o � BEDROOM � � Z= LAUNDRY OF STA R � I FOUR d � , Z� 1 3 8�2 � 8,_0„ � � -� �'� �-11 A ❑ � � o � � � � I � � � � ❑ `O � �_ ° � .� � � °° � , , �o�-o° ,� � � N � Rise up to next level — N � 1 1 1. �o _0 1 �Sp 1 1 0, 1 1 N � 6, p w � �SO � o � �c 071 9,_0„ � �� W � 13-8�2 �,� 2-3� N S� 6-10�2 N 4 3�2 1- 5-5 4-2� 2 � 4-6�2 0� 2-8� z � POWDER #2 N �o -o ( o � o0 00 � o N � � � � � I � x � � o � o � � U P �o'- N 266 � 1 �--� � 1 1 � 1 . 1 ; a � � 1-4 3-1�2 3-4�2 -' - � 2-4 g-3�2 3-6 � � � � � Rise u in to both � r� C 2� p LAUNDRY N BATHROOM ��' N � - ' . g'-0" � � ,; , � � FOUR � mechanical rooms for N � � � � � — � EXERCISE 10'-p„ I � � 9 -o I � I 9-� y � - � O � L � osp s ep a r a t e r i s e r s N � ��ASS sEE-TMR� I `� ��ASS SEE-,�R� 9'-0°° � � �o°° <8'--6„ ROOM � � W/ SHELVES W/ SHELVES __ �--"� \--� �� 077 , � �� W � � WINE � _� � 10 —0 I, � N � �? Q � N � 079 BUILT-IN WINE RACK(S) � � u SKI �� STORAGE 085 � O 9'-0" � 083 N� 087 � �+ O 1-g � � I 2 � � °O c� 2 - -- -. �,=3 � �, � � a � 1- N �' � � � � � � cfl ao '�- 2 Q o � C� l- � � �-11 10-1 STORAGE g'_p" � high temp sprinkler N - N � N � ,_ � � � Q °' o head in elevator pit � � : � �-� 3 4 � � � ° � I� N � � Rise up to next level FP4 FP4 � � o � � � � � p � w �Y1 � Calculation results for Design Area 4 - lower level � �gp � w �j � This system as shown on Phoenix Fire company print no dated 6/1/10 � � � a for Forest Road Duplex at 395 & 405 Forest Road � W contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over � � w w � MECHANICAL MECHANICAL a maximum area of 1024 sq.ft when supplied with water at a rate of 105.1 gpm at 86.1 psi at the base of the riser. � � � � � ROOM ROOM Hose stream allowance of is included in the above. � �, � � Occupancy classification: Residential Number of heads flowing: 4 � � O Digitally signed by David Rhoades Commodity classification: System Type: Wet � Dav i d DN:cn—David Rhoades,o-vail Fire& � 2 Maximum storage height: Maximum velocity: 38.56 ft/s � Storage arrangement: Emergency Services,ou=Prevention, FP 4 FP 4 � email=drhoades@vailgov.com,c=US Flow from In-Rack s rinklers: 0 m � R oa es Date:2010.07.16 12:03:35 -06'00' p 9p Pressure Required at Source: 86.1 psi N o Flow from Overhead sprinklers: 105.1 gpm Pressure Available at Source: 109.9 psi � N Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 23.8 psi Flow from Outside Hoses: 0 gpm � � .,6 ,.�; , a�.�'e„ �„��.�o,, W� --- Underground supply line Other fixed flows: 0 gpm ;dYdress: 395 & 405 Forest Road -Installed by others- Totai fioW �n System p�p�►,g: �05.� gpm W O E ...�Ity: val� State: C� ZIpIPOStaI COC��: Additional flow at/beyond source: 0 gpm ��011traCt #: �at@: 6��1';�°� Total of all filows: 105.1 gpm s REVISIONS :�ontractor: Phoenix Fire Designer: TEI� Source Information DESCRIPTION BY '`.�dress: 7684 S. Brentwood St Date of Flow Test 1 Info : June 2010 ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY, ITS CONTENTS, \�It�I: Littleton State. CO 7i��P��l�� Location o f f low test data : L0 WE R LE VE L INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE »hOne: 720-922-9231 FaX: Em� near site F I R E S P R I N K L E R P L A N UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED,COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL } Source of flow test data . IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR � SCALE: 1/4•_ ��-o• EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR � , O � ; '�.ppr�V�ng AUlh�r�ty: Vail Fire hydrant flow test AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION THIS SET OF FIRE SPRINKLER SHOP -\�esi n Defaults StaC�dardS. NFPA� ..' CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR DRAWWGS HAVE BEEN REVIEWED PERMIT N0. � Source Data Points PUCY� Data Points INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE AND FOUND TO BE ACCEPTABLE BY s� COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND APPROVAL efault Sprig Size. � Default Drop Size. � Pressure FIOW Pressure FIOW STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN TIMOTHY N. TROSTEL, JR- N.I.C.E.T. ��efault Sprig Material: Copper M Default Drop Material. l��`�`��` GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH IV# 102055. SR. ENGINEERING DRAWN BY TEM � i � � O.00 O.00 ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPWG AND/OR FIRE SPRINKLER HEADS ARE REQUIRED TECHNICIAN - FIRE PROTECTION SCALE �I�4�� _ ��—O�� efault Sprig Elevation. O Default Drop Elevation, 9 THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED NATIONAL INSTITUTE FOR CERTIFICATION IN 1 05.00 929.00 BY MILE HIGH DESIGN GROUP, LLC ENGINNERING TECHNOLOGIES DATE 6/1/10 THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT �_�_ REVISED FP Z FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- PLOTTED � n- �; � o W � ,� o w, o � � SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# � � � V � � a � M� m� � V ��O.,��' o� � O DA Name: 5 � 117 PEND WHITE 155 6.90 3/4" TY4234 TYCO LFII concealed head � z �,� , �I � � � � > m .�sy� � DA Area. 315.50 � „ �� , .� � � �� / 1 SIDE BRASS 286 5.60 1 2 TY3351 TYCO TY-B elevator pit ,��__M �, w w � `,_.__ -Q`� Q �.,, � ¢ C� Q 4 SI DE WH I TE 155 4.20 1 /2" TY1334 TYCO LFI I garage door �J � g -� �° 12 PEND WHITE 175 6.90 3/4" TY4234 TYCO LFII intermediate temp within 5' of stoves or fireplaces 256 50 503 6,9 134 total sprinkler heads 256 .g Design Area 5 Wet System 44 heads for lower level 6 41 heads for main level R�=c ,10 main level 49 heads for upper level � �6 R�"�M 5 Demand Calculations using Hazen-Williams Method � .10 � ° � ° I Occupancy Classification: Residential � Design Area Density: 0.1 � 330 336 Additional Outside Hose: 0 Rise up to next level � 256 25 KITCHEN 9'-0" � � 6.9 5 50 9 5 DINING � �--� I 7�p 5 7.6 � � ROOM , , � � i �. U� � 10 —0 � `cJ s� � °� .10 � , „ � 1 � �' O 9 —� 10'-0' 10'-0' 0 � �o'-o' 0 1-0 � � �' L�L� N N � OFFICE .0�.. � � � —� ,.� � ,� - FAMILY � � � � .� � ROOM � � 2 � � O C� J �%- - .r � 3-612 �2 OC � N -�—� � � ��'� 11'-0 � � _ _ -- � �, so 0 2-6 r- � � �o r- � � cn � � r- � � � 4 ,� I � d- � 1 .,., 00 BEDS � 1 1 �—Q � 5�2N � � � � 4 1 � 4 � � � 4 1 � � � �2 0 8-3 4-9 6-5�2 7-9�2 � � N F 00� 4� —�� 2 - � N '�' 10'-0" � � up from lower level TIG T o N SID � � 0 N , I �, - ol BTHROOM OF STAIR 0�-0� 1 �so � O � � R F�1G � � �-o �-3 o e n � � � � 18 BUNK N 9�—O�� z � a BEDS . �Q' I i I O 8 � 14� � �� L� z � 5 FIXED � N O � � � 4 � � 4 � 4 � � � 4 � � 4 SHELVES 1 � 4 � � 4 � ,q �—� ❑ � C, ❑ � � %-f} 1� ° 7-2 1-8� r� 5� 2 � 4-8�2 1�10� N , g_4�2 "1_6 � above a_ �� - � --...... � ��- � � � � � �� - 2 �- - 2 (Ir �-�- � �c 1 N N ... � r I� �s� � .,�i / r� C�) �_7 D N � Z BEDROOM �-2 Qso � ci� �-6 g'-0" � � � W Two � , , , , � 2 � Rise up to next el ,,� o � � 10 –0 10 –0 �so � POWDER #1 , „ v-°� ; � , , � , „ �s � � 1 9 -0 , � �o -o � 9,_0„ �� . 6-5 .�. � pN �� —� �p � � � 1 1 �"� N I ENTRY N � ❑ ❑ N � d- � o - 8-2 4-3�z �� - , ll ' � o� ��, 1 i � z �� — �, Rise up to nex� level 1-0 � � � 2 1 � � g,_�„ � �9'-0" # L' J �'N MUD ROOM �O-2 2 � % U7 Q 9, O„ N � N �; � E o 2 2 N � � � I�� _� � � ; � �;� � . �, F, Q �� 2 up from lower level �-g 6-8 � --��o��z�� - , � � _ N i � � �rc-�-c�t �_ �-g�2 � � � � � BATHROOM �� ` — � � �a o TWO � - �'--0�� ='--0�� o w �� 9'—p„ � 9 —0 �_ �./ � = 9,_�>� � �---- � � � � _ -- - I� i i�FN \` BENCH 0° N C'^J N � � � , ; g'–0" oo �J , f��1 N � � � � � � 000 � � Q DO � � i� N � 2 2 D N � N O � � I '�`�, N � o � � � O O N 5-6�2 �� 7-8�2 � 6-7 � � � � � N � � �'`� 3 4 � N � � � � i FP4 FP4 � � ,� � ° � � o � w 8-4�2 �-3�2 . � � � � � � sidewall � � �� heads under � � � a w 9 -� Calculation results for Design Area 5 - main level � � w � � � garage 001' This system as shown on Phoenix Fire company print no dated 6/1/10 � �p � � � N N deflector is for Forest Road Duplex at 395 & 405 Forest Road � N �, N t o b e 4��-6�� contract no is desi gned to dischar ge at a rate of 0.1 g pm/ft2 (L/min/m2) of floor area over � � O � be low d oor a maximum area of 1024 sq.ft when su p plied with water at a rate of 104.2 gpm at 86.9 p s i at the base of the riser. � Hose stream allowance of is included in the above. � D a v i d Digitally signed by David Rhoades D N:cn-Davi d R hoa des,o-Vai l Fire& � 2 Occu panc y classification: Residential Number of heads flowin g: 4 � Emer genc y Services,ou-Prevention, F P 4 F P 4 Commodity classification: System Type: Wet � e m a i l-d r h o a d e s@ v a i l g o v.c o m,c-U S Maximum storage height: Maximum velocity: 25.55 ft/s N R h o a d e s D a t e:2 0 1 0.0 7.1 6 1 2:0 4:4 2-0 6'0 0' � Stora ge arran gement: � g-4�2 Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 86.9 psi � 1-3� 2 Flow from Overhead sprinklers: 104.2 gpm Pressure Available at Source: 109.9 psi W O E N oo Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 23 psi � � Flow from Outside Hoses: 0 gpm � o ,0 Other fixed flows: 0 gpm s 2 2 � Total flow in system piping: 104.2 gpm RE�S�IONS BY ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY, ITS CONTENTS, Additional flow at/beyond source: 0 gpm INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION 2 '�� 2 Total of all flows: 104.2 gpm CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED, COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL '�` IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY M A I N L E V E L � � P , O # TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR F I R E S P R I N K L E R P �A N f i re d e p a rt m e n t co n n e cti o n THIS SET OF FIRE SPRINKLER SHOP INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE � DRAWINGS HAVE BEEN REVIEWED PERMIT N0. COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND scn�: i/4° = i�-o^ STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN a n d AND FOUND TO BE ACCEPTABLE BY APPROVAL GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH TIMOTHY N. TROSTEL, JR- N.I.C.E.T. ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED IV# 102055. SR. ENGINEERING DRAWN BY TEM THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED h o rn & stro be TECHNICIAN - FIRE PROTECTION BY MILE HIGH DESIGN GROUP, LLC SCALE �I�4�� _ ��—O�� NATIONAL INSTITUTE FOR CERTIFICATION IN THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT ENGINNERING TECHNOLOGIES DATE 6/1/10 FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- �_�_ REVISED FP 3 PLOTTED � n- �; � o W � ,� o w, o � � � oo p r,�, ��,� . a o �; N; w� � V ��o.,�,� o� � o SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL z ��l , 'I � z �y ^ a� � �� 117 PEND WHITE 155 6.90 3/4" TY4234 TYCO LFII concealed head ~ ' �'�s `� = v� � � � � � r�,� ,,, cn ��. w w �--. p. d C� / 1 SIDE BRASS 286 5.60 1 /2" TY3351 TYCO TY-B elevator pit ` `- -p�Q--�'�' � � Q 4 SI DE WH I TE 155 4.20 1 /2" TY1334 TYCO LFI I garage door DA Name: 1 (�iY'' 12 PEND WHITE 175 6.90 3/4" TY4234 TYCO LFII intermediate temp within 5' of stoves or fireplaces DA Area: 271 .98 134 total sprinkler heads ' 44 heads for lower level � �� 6:12 6:12 cn � � � � 0 41 heads for main level 00 N m 49 heads for upper level � 102 ° ,� � � � N y � � ,.I . _ 256 2-10�2 3-6 =� � � � w � � 6 MASTER 56 '� � ° MASTER �, _ � ° �j BEDROOM 6� 1 � CLOSET � 9,_O„ Q _ 7.6 N 1 � �--� Design Area 1 Wet System ' ,10 � °° '� m3 10� 2 � i BAT RooM � � � upper level master bedroom N � � � �, � � , „ o Demand Calculations using Hazen-Williams Method 001 � ° - = g -° ;� .� - '� O � :,,fl�� Occupancy Classification: Residential 256 7,6 � 256 7�6 � �- � � N � Design Area Density: 0.1 �� 6 9 353 1 6 9 ,�p 1-11 � ; . � �\� :°° I I I `� �� Additional Outside Hose: 0 � �'��-- � —�-�-_� � �� O � . O � ACCESS g'-_-O�� ' 0: > > :;� ,_ ,,,' g -o ' � �`� � � � i �_9i2 '� �S� N � N � 1 1 1 1 1 � ------------------�� — � Tv , � � � ,.- - � 10-6�2 N �' 5-0 4-3 5-6 4-6 � � �SD 1 O —O N � ,`:�� `\ . �, > » � �� BAT ROOM � � � HI � �N � � � � � .� � � �- i3�,�<-,�_� va�,�� , -'� g -o' , „_ � C 3-10 � � .. � � � II 9 -0 °� —9�2 � (']' ' � �- MASTER � N � DRESSER —O � BEDROOM � � !>..��.�. _ . ... � — DRESSER / � � � HFR'C �� N � � Y �_5 � � �� REAT _ � _ up from main level o ROOM �� KITCHEN �� OFFICE _ a N'� N'� N'� N ��3 N� I �� Q � � � � �3 0 � OS� � L� 1 1 � � N� � � � � � � � � � o � � - '2 7-6�2 2-6� �� x ' � � � o � o o ° � � o � � i � � i � � � � c� _ � � � � GREAT ROOM � � _ I x � - �� n �c-� , a 0 � (� � �� V I D 4�� ❑ � I ❑ ❑ cv L lT � cv � i � � 1 1 1 1 1 N � � �--�'�J 2 2 2 � 2 � 2 � 2 � � o °, � �0 7-6�2 3-0 9-6 � � _ � _ � BEDROOM � O�'� � � N �Y � 0-6 1-0 7-0�2 �10 9 1�2 1-0 8-10 0 � 5-9� 0- Two 1 1 1 � )� - � � N � N � _ � � pN � u p f r o m m a i n l e v e l � N N _ � I B E N C H � � � ;� � � � � � P A N T R Y 4-6 5-6 3 1 1 2 1- _ 61 — — N � � � � � �� I� � � � c�, N N �OWDER #1 I � c�l 9'-0�� 7 �=J�� j � c� � � . � � � � �� N 2-3 2-11 N � � N � g' " BATH #2 D � � 1 N N � � � � N E �: �: _ � � s:�2 �+ � � � � / � 6:12 rl � 2� � � � � � , °�° � � I\ �_6 g�_ �� - - - � �' �' � � DINING �� ROOM DN °O 00 � C� � MUD N � Q C� I ,� ROOM � � O Q o� o 9'-0" � � � O � � 2-3 � � �-4�2 � w 6:12 6:12 N ° 2 ceiling pockets �' � o � � � � , - 06 � woww N �; � are less then 100 � � �, � � o � N � �' � cubic feet � . � a OSO p � � W O N o 1 1 F P 4 f i r e s p r i n k l e r n o t F P 4 �° � W w � � 5-� 11-3 UPPER �EVE� re uired � � � � � FIRE SPRINK �ER PLAN a �1�/J1 � � � � N SCAI.E: 1/4• = 1•_�" ,/�, � O I �� D a v i d Digitally signed by David Rhoades � N DN:cn=David Rhoades,o=Vail Fire& � 2 Calculation results for Design Area 1 - upper level master bedroom � Emergency Services,ou=Prevention, 0 6 N This system as shown on Phoenix Fire company print no dated 6/1/10 Rh o a d e s email=drhoades@vailgov.com,c=US � for Forest Road Duplex at 395 & 405 Forest Road w O E Date: 2010.07.16 12:05:24-06'00' 1 2 � 1 1 contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over FP4 FP4 a maximum area of 1024 sq.ft when supplied with water at a rate of 104.3 gpm at 86.8 psi at the base of the riser. 6-1 11-3 Hose stream allowance of is included in the above. REVISIONS S sidewall Occupancy classification: Residential Number of heads flowing: 4 DESCRIPTION BY ACCEPTING THIS COPY IS DEEMED AS AGREEING TO THE FOLLOWING:THIS DRAWING COPY, ITS CONTENTS, N heads u nder �� Commodity classification: System Type: Wet INFORMATION AND PRINCIPALS OF DESIGN ARE THE EXCLUSIVE PROPERTY OF THE FIRE PROTECTION Maximum stora e hei ht: Maximum velocit 19.17 ft/s CONTRACTOR LISTED AND MILE HIGH DESIGN GROUP, LLC AND IS BEING SUBMITTED TO YOU WITH THE � garage door � g g y� UNDERSTANDING THAT IT IS NOT TO BE REPRODUCED, COPIED OR MODIFIED IN ANY MANNER; NEITHER SHALL Storage arrangement: IT BE RELAYED IN WHOLE OR IN PART TO ANY OTHER INDIVIDUAL OR FIRM FOR ANY OTHER PROJECT OR deflector is EXTENSION OF THIS PROJECT EXCEPT THRU WRITTEN AGREEMENT WITH THE FIRE PROTECTION CONTRACTOR ;� /� �,�� Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 86.8 psi AND MILE HIGH DESIGN GROUP, LLC. ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY to be 4 �6 � TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION �� o � Flow from Overhead sprinklers: 104.3 gpm Pressure Available at Source: 109.9 psi P . O CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR 1-10 below door Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 23.1 psi THIS SET OF FIRE SPRINKLER SHOP INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND �' �� Flow from Outside Hoses: 0 gpm DRAWWGS HAVE BEEN REVIEWED PERMIT N0. STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN N � Other fixed flows: 0 gpm AND FOUND TO BE ACCEPTABLE BY APPROVAL GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH f i re d e a rtm e nt co n n ecti o n � � Total flow in s stem i in : 104.3 m TIMOTHY N. TROSTEL, JR- N.I.C.E.T. ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED p '�—O y p p g gp IV# 102055. SR. ENGINEERING DRAWN BY TEM THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED Additional flow at/beyond source: 0 qpm TECHNICIAN - FIRE PROTECTION BY MILE HIGH DESIGN GROUP, LLC a n d SCALE �I�4�� _ ��—O�� Total of all flows: 104.3 gpm NATIONAL INSTITUTE FOR CERTIFICATION IN THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT ENGINNERING TECHNOLOGIES DATE 6/1/10 FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- h O 1 � � S`1 O 1✓G �_�_ REVISED FP 4 PLOTTED � n- �; � o W � ,� o w, o � � � oo p r,�, ��,� . a o �; N; w� � , �7 �o,�,� o� � o �—a-� , � c.� Z a� ; � �� .t-,�� M .�s � T.O.RIDGE PLY. � � � � � � 8250'-2' --- ...��n�.—.—M � Q Q � _.__ _� Q _J/� ,'.°'" � °'`� ,z __ 12 1 4 4� o SPRG PT. I I/ 8243•_B• T.O.RIDGE PLY. 8241'-0' �,-/.-. T.O.PLY. � GREAT ROOM O DINING ROOM T.O.RIDGE PLY. 12 g��q�_s, 1 4 � 8237'-0' 12 4f MASTER SUITE SPRG.PT. 8241'-0' � T.O.PLY. � 8232'-0" FlNISH GRADE 8233'-8' ° T.O.PLY. 8229'-0" MASIER'SUITE � SPRG.PT. � 8234'_2" CLOSET#2 BA7HROOM �k2 T.O.PLY. � � 8232'-0' IREC ROOM FAMILY ROOM I �(�� EXISTING GRADE i CREAT ROOM �L/ I --�� VARIES � T.O.PLY. � o 8218'-0' O O KITCHEN r � � w - - ., T.02.PLY. � � o/ r�I BEOROOM #4 CLOSET p4 BEDROOM /5 WORK WT ROOM ��__.__ 8 2o'-a' O � __ � ..v., � � � LO.PLY. V� 8208'-0" � � BATHROOM �!4 BEDROOM �4 BEDROOM #3 yyy q� I FlNISH GRADE ( // I � 8210-0 U� � � T.O.PLY. � \ 8208'-0' �� /1/1 �e e� � � � � O � ,�CROSS SECTION 1 � � S��E: ,,8� _ ,�_o� ,,�C R 0 S S S E C T I 0 N 4 z S�A�: ,ie• e ,•_o• o � � i x i �-+ z � o � x � a � � � � �_ � _�_ � T.O.RIDGE PLY. _ _ 8250'-2' - - ^ >�� , 12 � � �� 12 -`��... I � 4 � M 4� \.'J 8243=9' � ��/'� �� r^ V L O � �1J N N .� � pp � � � � _ Q �/�� I T.O.PLY. 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ERRORS AS A RESULT OF THIS FILE BEING ELECTRONICALLY SCALE: 1/8•= r-o" SCALE: 1/8• _ ��-o• I/ TRANSMITTED ARE BEYOND THE CONTROL OF AND ARE NOT THE RESPONSIBILITY OF THE FIRE PROTECTION P , O �k CONTRACTOR OR MILE HIGH DESIGN GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR THIS SET OF FIRE SPRINKLER SHOP INSTALLATION OR INSPECTION OF WORK INSTALLED.THESE PLANS ARE DIAGRAMMATICAL ONLY.ON SITE PERMIT N0. COORDINATION MUST BE ARRANGED WITH ALL OBSTRUCTIONS, i.e.: MECHANICAL, ELECTRICAL,AND DRAWINGS HAVE BEEN REVIEWED STRUCTURAL. ANY ALTERATIONS FROM ENGINEERED DRAWINGS MUST BE APPROVED BY MILE HIGH DESIGN AND FOUND TO BE ACCEPTABLE BY APPROVAL GROUP. MILE HIGH DESIGN GROUP IS NOT RESPONSIBLE FOR LAYOUT DESIGN ISSUES OR CONFLICTS WITH TIMOTHY N. TROSTEL, JR- N.I.C.E.T. ANY OBSTRUCTIONS. IF ADDITIONAL FIRE SPRINKLER PIPING AND/OR FIRE SPRINKLER HEADS ARE REQUIRED IV# 102055. SR. ENGINEERING DRAWN BY TEM THIS WILL BE THE RESPONSIBILITY OF THE FIRE SPRINKLER CONTRACTOR. ALL CHANGES MUST ME APPROVED TECHNICIAN - FIRE PROTECTION BY MILE HIGH DESIGN GROUP, LLC SCALE �I�4�� _ ��—O�� NATIONAL INSTITUTE FOR CERTIFICATION IN THE OWNER IS RESPONSIBLE TO PROVIDE SUFFICIENT HEAT THROUGHOUT THIS BUILDING TO PREVENT ENGINNERING TECHNOLOGIES DATE 6/1/10 FREEZING OF WATER IN THE FIRE SPRINKLER SYSTEM- �_�_ REVISED FP 5 PLOTTED