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Home My WebLink AboutF12-0013 DEFERRED SUBMITTAL PLANS_053112 General Notes 01. SEE THE FIRE PROTECTION EQUIPMENT DATA FOR ALL APPLICABLE MATERIALS 15. ADEQUATE DRAINAGE OF FIRE PROTECTION PIPING SHALL BE PROVIDED FOR AND EQUIPMENT INSTALLED UNDER THIS CONTRACT. PER NFPA REQUIREMENTS. 02. THIS SET OF FIRE PROTECTION PLANS AND HYDRAULIC CALCULATIONS HAVE BEEN 16. THE FIRE SPRINKLER SYSTEM HAS BEEN COORDINATED WITH ALL LIGHT FIXTURES, DESIGNED BY INTEGRITY FIRE PROTECTION DESIGN, LLC. & CENTRAL FIRE PROTECTION MECHANICAL SYSTEMS & OTHER CEILING SYSTEMS. CONTRACTORS, AND HAVE BEEN SEALED BY A NICET LEVEL IV CERTIFIED ENGINEERING 17. MAXIMUM STORAGE IS TO BE NO MORE THAN 12'-0" OR 18" BELOW FINISHED CEILING. TECHNICIAN AS REQUIRED BY THE STATE OF COLORADO. 18. SEISMIC BRACING IS NOT PART OF THIS CONTRACT. 03. THESE FIRE PROTECTION PLANS AND CALCULATIONS HAVE BEEN DESIGNED 19. CHLORINATION OF FIRE PROTECTION PIPING IS NOT PART OF THIS CONTRACT. LOT 5 WITH THE INTENT OF COMPLYING WITH MINIMUM STATE AND LOCAL CODES AND 20. PAINTING OF FIRE PROTECTION PIPING IS NOT PART OF THIS CONTRACT. A RESUBDIVISION OF LOT 1, BLOCK ,, NFPA 13. 21. FIRE EXTINGUISHERS AND CABINETS ARE NOT PART OF THIS CONTRACT. VAIL/LIONSHEAD SECOND FILING 04. ALL MATERIALS, DEVICES, AND HANGERS INSTALLED UNDER THIS CONTRACT SHALL BE 22. FIRE PROTECTION PIPING IDENTIFICATION IS NOT PART OF THIS CONTRACT. 2.710 ACRES „s,o4�.s sQ. FT. 23. CENTERING OF SPRINKLER HEADS IN CEILING TILE IS REQUIRED AS PART UL LISTED AND FACTORY MUTUAL APPROVED. 05. ALL MATERIALS, DEVICES, AND HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH OF THIS CONTRACT. DOBSON icE THEIR LISTINGS AND APPLICABLE NFPA ENGINEERING STANDARDS. 24. PROTECTION OF ELECTRICAL DEVICES, SUCH AS CIRCUIT ARENA BREAKER PANELS FROM WATER DISCHARGE, SHALL BE BY OTHERS. 06. UNDER THIS CONTRACT CENTRAL FIRE PROTECTION CONTRACTORS, INC. SHALL BEGIN ITS 25. CENTRAL FIRE PROTECTION CONTRACTORS, INC. SHALL NOT BE HELD RESPONSIBLE WORK AT THE EXISTING 2" FIRE SPRINKLER SYSTEM ABOVEGROUND MAIN SUPPLY. SHOULD THE NOTED FLOW TEST VALUES NOT BE SUPPLIED AT THE POINT 07. ALL EXTERIOR UNDERGROUND PIPING, VALVES, ETC. ARE EXISTING. OF CONNECTION NOW OR IN THE FUTURE DUE TO THE POSSIBILITY OF 08. ANY AND ALL ELECTRICAL AND/OR ALARM WIRING, CONNECTIONS AND TERMINATIONS, DETERIORATING WATER SUPPLIES, SEE HYDRAULIC SOURCE NODE LOCATION. ADDITIONAL HORNS OR STROBES, SHALL BE BY OTHERS. 26. ALL REQUIRED KNOX BOXES SHALL BE PROVIDED AND INSTALLED BY OTHERS. 09. IT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER TO PROVIDE, INSTALL AND 27. ALL REQUIRED INTERIOR/EXTERIOR SIGNAGE SHALL BE PROVIDED AND MAINTAIN AN APPROVED MONITORING SYSTEM OF ALL FIRE PROTECTION SYSTEM INSTALLED BY OTHERS. ELECTRICAL COMPONENTS AND/OR ANY OTHER COMPONENTS AS REQUIRED BY THE 28. PROVISIONS FOR FLUSHING THE SPRINKLER PIPING SHALL BE PROVIDED AUTHORITY HAVING JURISDICTION. BY CENTRAL FIRE PROTECTION CONTRACTORS, INC. 10. ANY AND ALL PAINTING OR PAINT PREPARATION OF PIPING TO BE BY OTHERS. 29. PIPE NOTE ALL PIPING SHALL BE IN ACCORDANCE WITH NFPA 13 2010 EDITION 11. ANY AND ALL ACCESS PANELS FOR VALVE AND DEVICE ACCESIBILITY IS TO BE BY OTHERS. ) ' ' 12. ALL SPRINKLER PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE ALL THREADED PIPING 1"-1'�" SHALL BE SHALL BE SEALED WITH AN APPROVED MATERIAL EQUAL TO THE RATING BLACK SCHEDULE 40 PIPE UTILIZING DUCTILE IRON FITTINGS. OF SUCH ASSEMBLY. ALL 2" GROOVED/WELDED PIPE SHALL BE BLACK SCHEDULE 10 PIPE 13. ALL FIRE SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT SHALL BE (WITH ROLLED GROOVE JOINTS AND WELD OUTLETS UTILIZING GROOVED FITTINGS. HYDROSTATICALLY TESTED IN ACCORDANCE WITH ALL APPLICABLE NFPA ALL SCREWED FITTINGS SHALL MEET ANSI B.16.4 REQUIREMENTS ENGINEERING STANDARDS AND STATE AND LOCAL CODES. ALL FLANGED FITTINGS SHALL MEET ANSI B.16.1 REQUIREMENTS 14. UPON SUCCESSFUL INSTALLATION AND COMPLETION: ALL GROOVED FITTINGS SHALL MEET ASTM A536 REQUIREMENTS " A SPARE SPRINKLER HEAD CABINET WITH ADEQUATE SPRINKLERS AND WRENCHES ALL METHODS OF JOINING PIPE SHALL BE IN ACCORDANCE WITH NFPA 13 SECTION 6.5 � � ; SHALL BE PROVIDED AND INSTALLED PER NFPA REQUIREMENTS I� � HYDRAULIC PLACARDS, CARE AND MAINTENANCE CARDS, AND 24 HOUR 30. IT SHALL BE THE SOLE RESPONSIBILTY OF THE OWNER TO PROVIDE ADEQUATE P H O N E N U M B E R S H A L L B E P O S T E D H E A T T H R O U G H O U T T H E F A C I L I T Y W H E R E W E T P I P E S P R I N K L E R S Y S T E M S A R E ' � COMPLETE OPERATIONS AND MAINTENANCE MANUALS SHALL BE PROVIDED PRESENT, TO PREVENT FREEZING OF SPRINKLER SYSTEM COMPONENTS � � � �� COMPLETE CONTRACTORS MATERIALS AND TEST CERTIFICATES SHALL BE (MIN 40 DEGREES F). �° PROVIDED ��Ar,� � ALL SYSTEM CONTROL VALVES SHALL BE LEFT FULLY OPEN AND IN SERVICE , �� ALL SYSTEM DEVICES SHALL BE IDENTIFIED PER NFPA REQUIREMENTS / �� V � -- . �. V � �� aa r-, Q;, _ �� a � . . . � � � a . -e � . ,. � . � i � , . .. . . � � j �� , - . , . . �� ,\_� ' • • - . . ' . . . --� , . �,� . EXISTING --- - 4x2'hx2'/z ; FIRE DEPT. CONNECTION ��_ �`�� SEE SHEET FP2 OUTSIDE HORN � TEST ��' 1�3�OR CONTINUATION STROBE �� EXISTING 4"UNDERGROUNA'" ��``�� I TOR (EXISTING) L' WATER MAIN � � � � I � - ' �� 14 , �, � ,.; � , , , . � �,��a , EXISTINGMAIN FIRE �� r� � � � SPRINKLER RISER � � � TOR2� BOR �:<z '; �I, (SEE DETAIL 2 THIS SHEET) � � � � .� , ; ��- , � �� .;; �� , �� - ' � EXISTING CITY WATER MAIN � ' �`_' ' �� RISER ROOM DETAIL LEGEND M�D �_� �LL \ � � � �� ,�.__ _ _ k�� ITEM DESCRIPTION QTY ;� ` - '', � � ` °- . ` ' � `, N 1 EXISTING 3" FLG 90 w/4x3 REDUCER FROM EXISTING UNDERGROUND 1 �� r�� '" � TO WN O F VA I L LI B R A R Y � �` 11 2 EXISTING 3" GATE VALVE z k, • � 2 STORY WOOD & STONE BUILDING � �? �'.' � 12 3 EXISTING 3"WYE STRAINER � FULLY FIRE SPRINKLERED � + 10 16,752 SF - LOWER LEVEL � Yo � 4 EXISTING 3" PRESSURE REDUCING VALVE � � 6 583 SF - MAIN LEVEL � � � � 21 -- j`-; TOTAL SPRINKLERED AREA = _ 15 �� 5 EXISTING 3" FLxFL 90 ELL � i a `' �� ° , � � , 23,335 SF � � � �� ;,,-, �� 6 EXISTING 3" GROOVED 90 ELL 3 � �� ! g=x�� 9 �g 7 EXISTING 3"AMES 4000SS BACKFLOW PREVENTOR 1 � � I � , • - - �, ��a ; � „ � , ' ��` � �3 8 EXISTING GAUGE SET 1 ;�, ` _ ; --;: •• ' F LO W T E ST S U M M A RY 8 g EXISTING WATERFLOW SWITCH � - - - --- . .. O � � TEST DATE: 04/24/201 2 ACTUAL RESULTS: RESULTS - 1 0%: 10 EXISTING 3° GROOVED TEE 1 TEST CONDUCTED BY: STATIC: 1 50 PSI STATIC: 1 35 PSI �`' 11 EXISTING 3" GROOVED CHECKVALVE 1 � EAGLE RIVER WATER/VAIL FIRE RESIDUAL: 145 PSI RESIDUAL: 130.5 PSI ^ �� TEST LOCATION: 22 W. MEADOW DR. FLOW: 1 353 GPM FLOW: 1 353 GPM O7 16 18 � N 12 EXISTING 3" GROOVED 90 ELL OUTTO EXISTING FIRE DEPT. CONN. 1 � VAIL, CO 81657 O � i �3 EXISTING MAIN DRAIN � ' � - 3., 0 3,. 6 .. �, � THIS FLOW TEST DATA WAS SENT BY MIKE VAUGHAN VAIL FIRE TO BE USED FOR THE - - �� 00 � 0 3 0 3O 3 ^ � 14 EXISTING 3" GROOVED 90 ELL w/A 3x2'/z' GROOVED REDUCER 1 � O, � VAIL LIBRARY PROJECT. THIS TEST WAS CONDUCTED AT THE PROPERTY ADJACENT JUST . 15 12 HEAD SPARE HEAD CABINET w/SPARE HEADS &WRENCHES 1 � � u �T° - u • \ EAST OF THE LIBRARY. O MF1 �� 2 SPRINKLERS OF EACH TYPE TO BE PROVIDED � � BFI BFO 16 EXISTING 3" GROOVED BUTTERFLY VALVE 1 � � The above plan shall be considered a fire-line reference plan. Refer to approved civil engineering TO FLOOR DRAIN �� NEW 2° GROOVED FIRELOCK 90 ELL � ' construction documents for all site-related fire line routing and work. This plan has been �s NEW 2° MILWAUKEE BB-SCS02 BUTTERFLY VALVE � �;�� created for use by the Fire Department to ascertain friction loss distances, pipe sizing, fire _ o TO FLOOR DRAIN 19 NEW GAUGE SET � , department connection relationships to fire hydrant(s), etc. �� The hydraulic calculations have taken into account the smallest available underground pipe 2 2 20 NEW 1�/4' MAIN DRAIN ASSEMBLY 1 --- dlQl�'12te1" and conservative H�l�/C (140) f01` Ductile Iron Underground Pipe. � *SEE BELOW 21 NEW 2" POTTER SIGNAL WATERFLOW SWITCH 1 All underground pipe & fittings are existing. Central Fire Protection Contractors, Inc. ap O - to begin installation at the existing 2" fire sprinkler system aboveground main supplies as shown � � PRI on sheets FP2 8c FP3. i,� 3 �1 O . � � � � BOR � PRO I j� � Fire Protection Site Plan � SCALE: NONE FINISHED FLOOR NORTH *FIELD VERIFY THAT THE PRESSURE REDUCING VALVE IS SET AT 150 PSI 8c ADJUST IF NECESSARY NO MODIFICATIONS HAVE BEEN MADE TO THE EXISTING FIRE SPRINKLER SYSTEM RISER. SHOWN FOR HYDRAULIC CALCULATION PURPOSES AND FOR DRAWING REFERENCE ONLY. 2 Exi stin F ire S rinkler Ri s er FP1 SCALE: NONE � RE PROTECT ON DRAW N G N DEX FP1 SITE PLAN, RISER DETAIL, & GENERAL NOTES FP2 LOWER LEVEL FIRE SPRINKLER SYSTEM LAYOUT FP3 MAIN LEVEL FIRE SPRINKLER SYSTEM LAYOUT REVISIONS I PROJECT CONTACTS � SPRINKLER SCHEDULE & LEGEND Fire Sprinkler Design Contractor: Approval: • � • I04.23.2012I Stephanie Pelster SYM SPRINKLER MAKE, MODEL, TRIM, NPT K-Factor ORIFICE TEMP. FINISH QUANTITY , I attest to the accuracy and ►/a,l Publ�c L �,hrar Remodel � OWNER lnte rit ,y P �A N Preliminary Piping Plan for survey Town of Vail Q Tyco TY-FRB (Old Style) QR Pendent Sprinkler w/Brass 1-Piece Flush Escutcheon SIN #TY3631 5.6 1/2" 155' Brass 61 g y integrity of this document I05.07.2012I Stephanie Pelster 75 S. Frontage Road vail, Colorado 81657 � Tyco Model RFII Concealed Quick Response Sprinkler SIN #TY3531 5.6 1/2" 155' White 65 Submit to Centrol Fire Protection, Shaner Life Safety, & Vai� Fire Rescue GENERAL CONTRACTOR Fire Protection D�sign, This fire sprinkler system 292 West Meadow Drive Va��, Colorado 81657 PROJECT N0. 284212 for approval & permit for the Library portion. �/� Tyco TY-FRB QR Upright Sprinkler SIN #TY3131 5.6 1/2" 55'/200 Brass 14/16 � Evans Chaffee Construction Group LLC. p DRAWN BY Ste hanie Pelster I05.31.2012I Stephanie Pelster 77 Metcolf Rood � Existing Upright Sprinkler Head 5.6 1/2" 200' Brass 15 Marvin Heath,SET drawing has been Fire S rinkler Installation Contractor: p SUBMITTAL DRAWING Avon, Colorado 81620 7694 S. Duquesne Way Central Fire Protection Contractors, Inc. Submit to Central Fire Protection, Shaner Life Safety, & Vail Fire Rescue � Tyco TY-FRB QR Horizontal Sidewall SIN #TY3331 5.6 1/2° 55'/286 White/Brass 5/1 Aurora, ColOrado 80016 NICETLevel IVI1079201 completed in compliance `� CHECKED BY Marvin Heath for final a roval & ermit for the entire ro'ect. AUTHORITY HAVING JURISDICTION #1 ��' Existin T co Concealed S rinkler Head 5.6 1 2 155' White 8 Fire Protection En ineerin Technolo , � N T R,� L �I � � PP P P � �� g y P � � � Phone: 303.562.5205 � � �y Vail Fire Rescue �� _ � �� 75 S. Fronta e Road Water-Based Systems Layout �/�t N FPA Loca & State SCALE 1/8 - 1 -0 9 � Tyco TY-FRB (Old Style) QR Exposed Pendent Sprinkler SIN #TY3631 5.6 1/2" 155' Brass 12 Fax: 303.400.0265 � ' PROTECTION CONTRACTORS II \ V Vail, Colorado 81657 All existing sprinkler heads are to remain as instaiied. Stephanie M. Pelster, SET Codes. • PLOT DATE May 31, 2012 � � AUTHORITY HAVING JURISDICTION #2 Fire Protection Engineering Technology C�. 80239 T (303) 576-�157 F (303) 'Jr76-8159 Shaner Life safety HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT NEW HEADS = 197 Water-Based Systems Layout � � ��775 E. 51 st Ave. Denver, 710 Summit Blvd. Nortn #�o3c TOTAL COUNT EXISTING HEADS = 23 NICET Level IV-Certification # 117390 2012.05.31 08:55:16 -06 00 STATE OF COLORADO FIRE SUPPRESSION REGISTRATION 004 D RAW I N G N 0. F P 1 of 3 Frisco. CO 80443 B C E � G °• • • ° '. . a . a d �r' ..,,, I _.. r_i i.... I ,. ,..,. • _ -,� .� _-_ � „ ti � Q �HILTI HDI-P CONCRETE ANCHOR 4 ' '.. .'.. .� � •' :. a .. ' . �FIG. 100 .� MECHANICAL ROOM P�?o�qM'��Y A�� rHREa,o Roo � �i FIG. 200 1 OO� �T��T� � ADJUSTABLE RING HANGER 2 A?R�UM '-2 p'-4 0-9 DOILN TO NEW DOU�I TO EXISTINCs ��Y�� Y � �I�RISER LOCATION. SEE DE?AIL SNEE?FPI ,o 6l 5EE DETAIL SNEET FPI .`ti ., �� 2s � I�I = 0 _ � + �,`o ��s�� 26 = 0 O SELF DRILLING ANCHOR, ROD AND RING � - . , ToR + _ @ = N�Qy�`�, �Oa60 ZII" `�'\ Tart- @ �-\„,n I"22� / \ e /�--� � 4'-b �-4 /�� N � I/I � / II 1 2 r 2 2" _ � � 2" ? 2" _ � °° 0 a0-6� � FP'I 4 biz �.S-3 � N ` �� ^ � � � I a, S'-1"� - � 5 �� 3-10 a � HANGER SPACING LEGEND PERNFPA13TAB9.2.2.1 ca� -9 AFF HC TT01 LEii a, �. � - �r . �y�' UP?0 M M LEY�L SYS?EM � : , I • a Q M LI6RA . SEE SNEET NOMINAL PIPE 3/4" 1" 1 1/4° 1 1/2° 2" z vz° 3" 4" 6" 8" LOUNGE !- � 2�� J �� TINUATION sizE (iN.) O�7 �(d_�(d j2 � � STEEL PIPE (NOT ��6 ' �'-�� 1e THREADED LIGHTWALL) N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 � �u � � �u � _? � � m-6 � '- 4 e,l F THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A - 0-6 � Tr�i� °i , • 3�-8 ��.6�� COPPER 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 _ 0 _ � _ � N �.' CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A _ � _ III :. _ �, K'I TCHEN BOOKKEEPING - a �� 015 3�.6� 3-im � 014 � , i ___ i� _ m-6 �� u a INDIC,4T�S APPROXIMAt� H�4NCx�R LOGAtION - �X,4CT LOCATION TO M�ET = e �-6 , N � N�P A 1 3 l 2 m l m �D I T I O N) R�Q U I R�M�N T S ,4 N D S P�4 C I N C� P�R C N A R T A B O V�. 7 p ��' - . _ � . . � I II. � -�(d =_ L - `t ' - iN �� fJ-� \ � �1�4n Zn � - Zn I '�. • � 9'-(!J i� 8-(d 3-fa�i�, ,�,� 3-1 �x ao - - :f;�f � SB = ,. . . � _ . . �- . � �. . . .�n N3 . JQ � 0-6 3�_I�' . ' �� .'°��'� � � u �`. STAFF-2 � - �, .�., + . s 0 �fl _ � _� _ � .� '` � � - . acT rEiuNC 013 ._ ��-� � } � �� 0 �� Q 0��= 9 +/-7' 4" Ar HYDRAULIC SYSTEM � � � � � �� ,c _ � � , �� =� �T�� _; � - O 14-0 ss -4 5 4�i\ 11I, . . STAFF-1 �� I I I i I LOCATION LOWER LEVEL 012 - 8�"z��'°� -�, �-4 � r ? CALCULATION N0. 3 `" � �. N0. OF SPRINKLERS 8 g -------- i I "= � I - I m" � CLASSR00M BASIS OF DESIGN � � - . - �� I � STORAGE 0.10 GPM/Sq.tt. TECH. PROCESSING _ _ _ � � , . AREA OF DISCHARGE 857 sq.ft. 011 �� I�'� � �� 0_ j ,o ,o r � �� ` 009 _ _ �. � r jl �'-� '' °° 6 � � - � WET SYSTEM OUTSIDE HOSE ALLOWANCE 100 =_ -� '�f4 �i I�i2�� r, O�� r = `r�- INSIDE HOSE ALLOWANCE 0 cPM I a ° e � CLASSROOM GPM _ �, I I, 0 li� 1-(D I�z 11iz M�'- 008 SYSTEM DEMAND ,�,; �" � � � ,�!�_ �� 5-6 �,' � 2-4 I�-4 _ � GPM DISCHARGE 188.312 cPM RECEIVING 010 = ,r a'-2"AFF = � _ .� I 4 8�-2��,q� N .� 1�� RESIDUAL PRESSURE AT 98.66 PS� O �� 1-0 BASE OF RISER �„ ' � m-6 .� 0I6 �� _ I �0- -`. o CALCULATION #3 _I r � ,� + `I � / SYSTEM DEMAND AT STREET LIGHT HAZARD OCCUPANCY m-6I, + �� ,,4„ y�-4+ , 1"SPRINKLER WET I.T. NOTES: GPM REQUIRED 288.312 GPM 0.10 GPM/LARGEST AREA I� Q O 4_�� N ACTUAL AREA CALCULATED= , _ 0 STORAGE-� LINE 1. RUN OFF OF REMOTE : PSI REQUIRED 103.588 Ps� 1 � - , . ,� ' . .' . '�` I f�'=m - ' ` � BRANCH LINE SAFETY FACTOR 31.15 Psi (20.1 �) _ � 4�� _ 0 . . 2. RUN PIPE OUTSIDE I �� H� - � � �' ,�°T Fiur�a�� _ ; r F ,� 6 1003 � -' WITH WALLPLATE = 0 Z _ ' ��' . +/-� -4" aF AGF MODEL 1011 ASG , , � : �TYPicA�) �_ „ �, ELEV. � r " _;P cEi�iN,_� TEST & DRAIN INSP. TEST VALVE 3. OUTLET TO BE 1 6 -- 1- �-10 __. w/PRESSURE RELIEF ABOVE FINISHED GRADE 005 � � ''-�" ^�� ° 4. INSTALL VALVE ABOVE = ENTRY '� _ � , ° 002 �% 4 t=�' o0 I � o ! '- ,, � � i , CEILING WITH TAG ?NIS__ � ❑ � -_ � AFF a�a��ol� ,�cpu, - SEE MAIN L L FL P CHROME FNC PLATE 1" GALV 45 ELBOW �YP_ CEILING ��r� � �1?N�� rAI ____ _ SEAL w/GROUT w/1" GALV WALL PLATE � � � _- �� STAIR � �� I-IfJ%; �rP 004 � �� I I��; r C� C� I I I I�I�:� � � � � � � � � � � � � STORAGE-2 2-� 007 ThdxPE I J E��v ��k.I `��T I ��I (� �,,_ ,., � -0'� ��` u� �"i„ I -0� 1 3 Inspector s Test Connection B B ' C E � G FP2 SCALE: None /� � Lower Level Fire S rinkler S stem La out FP2 SCALE: 1/8" = 1'-0" FIR� SPRINK��R K�YNOT�S: NoRTH I I I I I I I I ��8 � I CONTINUOUS IR�D) PIPINCx INpIC,4T�5 N�W �IR� SPRINK��R S1'ST�M PIPINCx 0 2' 4' 6' 10' 18' 26' G E N E RA L N O TES t0 R�MAIN AS IN57A��p DASN�D (CxR�EN� PIPINCs INDICA7�5 EX1871NCx �IRE SPRINKL�R Sl'S7�M PIPINC� 1. THIS PROJECT CONSISTS OF PROVIDING THE FOLLOWING: 8. MAXIMUM SQUARE FOOTAGE PER STANDARD COVERAGE SPRINKLER TO B� R�MAIN ,4S INSTALL�D HEADS IN LIGHT HAZARD AREAS IS _ 225 _ SQ. FT. PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM MODIFICATION AS REQUIRED CONTINUOUS C�R��N PIPING INDICAt�S N�UJ �IR� SPRINKL�R Sl'STEM PIPINC� PER NFPA 13 (2010) EDITION, SHANER LIFE SAFETY, & VAIL FIRE RESCUE. MAXIMUM SQUARE FOOTAGE PER 'OLD STYLE' SPRINKLER HEADS IN t0 R�PLAC� �XIStINCx PIPINCx DU� t0 SIZ� INCR�AS� �OR N�UJ ADDItION SCOPE OF WORK INCLUDES TIEING INTO THE EXISTING FIRE SPRINKLER SYSTEM THE LIBRARY WOOD CEILING AREAS IS _�144_ SQ. FT. TO PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM FOR THE ENTIRE EXISTING (SEE HYDRAULIC CALCULATIONS) X'-X" A�f INDICAt�S C/L PIP� �L�VAtION BUILDING AS WELL AS THE NEW ADDITION. 9. MAXIMUM SQUARE FOOTAGE PER HEAD FOR ORDINARY HAZARD AREAS ' °� 'OLD STYLE' QR SPRINKLER HEADS ARE TO BE UTILIZED IN THE WOOD CEILING IS _ 130 _ SQ. FT. � TNIS ,4R�A IS AN OP�N-GRID C�ILING ,4ND IS 70 B� D�SICxN�D � INSTALL�D P�R TNE AREAS OF THE LIBRARY. REQUIREMENTS OF NFPA 13 (2�1� EDItION) S�CtION 8.15.13 IUItN A M,4XIMUM SPRINKL�R �� STANDARD SPRAY QR SPRINKLER HEADS ARE TO BE USED IN ALL OTHER 10. SPRINKLER HEADS __ ARE __ TO BE LOCATED IN THE CENTER N�Ap SPACINCx OF lmxlm WITN TN� SPRINK��R N�Ap p�F��CTOR TO R� INSTA��p 18" L�1�lCatNS VARI' AREAS. OF CEILING TILE OR ALIGNED WITH LIGHT /OR CEILING FIXTURES. ABOVE 7N� 80770M OF TN� OP�N-C�RID CEILINCx. THE EXISTING FIRE SPRINKLER RISER IS TO BE REUSED WITH A SEPARATE ZONE CONTROL TO BE INSTALLED FOR THE LOWER LEVEL SYSTEM. 11. TYPE OF CONSTRUCTION _CONCRETE FLOORz CONCRETE_COLUMNS, 2 SMA�� ROOM RU�� AS p�FIN�p B1' NFPA 13 l2mlm �p.� S�CTION 33.1�. �� _2 _w1A_CONCRETE DECK_�NON_COMBUSTIBLE�_UNOBSTRUCTED) IN SMALL ROOMS, SPRINKL�RS SNALL BE P�RMITT�D TO B� LOCAT�D 1" VARI�S 2. ALL PIPE SIZES FOR THE NEW SYSTEM AT THE LIBRARY IS DETERMINED FROM NOT MOR� tNAN 9 �T. �ROM ANY SINCxL� U1ALL P�R NFPA 13 (2ml(d �D.) o ' °' 12. SPRINKLER SYSTEM TO MEET ALL N. F. P. A. STANDARDS. S�CTION 8.6.3.2.4. TN� AR�A OF TN� SPRINKLER SNALL N07 EXC��D 225 SQ. F7. � ' THE TWO HYDRAULIC CALCULATIONS PERFORMED. CEILINC�s 13. ALL ELECTRICAL WIRING TO BE BY OTHERS. SPRINK� R � � ° 3. ALL AREAS ARE LIGHT HAZARD OCCUPANCY EXCEPT FOR THE STORAGE ROOMS 3 PROVID� A NORIZONTAL SIDEWALL SPRINKL�R NEAD AT 7NE BOTTOM O� 7N� LINE WHICH ARE ORDINARY HAZARD GROUP I OCCUPANCY. 14. ALL PAINTING OF PIPE OR IDENTIFICATIONS OF PIPE TO BE BY OTHERS. ��VATOR NOIS7WAY �OCAT�p NO MOR� TNAN 2'-(d" ABOV� TN� ��OOR P�ND�NT - � 15. MONITORING AND DETECTION OF SPRINKLER SYSTEM BY OTHERS. OF TN� ��VA70R PIT P�R N�PA 13 l2(dlm �pITION) S�CTION 8.15.�.1. SPRINKL�R 4. ALL EXISTING/NEW THREADED BRANCH-LINE PIPING TO BE SCHEDULE_40 PIPE. � INSTALL �4 BU7?�RBALL VALV� BE�ORE �N7�RINCx TNE �L�VATOR PIT. � '-°" '-°' ALL NEW GROOVED MAIN SUPPLY PIPING TO BE ��iEQ�L��9 PIPE. � ��v. �QUIP. ROOM P�R NFPA 13 (2mlm �pITION) S�CTION A8.1�.53. I 5. ALL NEW THREADED FITTINGS 1" through 1�" TO BE DUCTILE__ TYPE FITTINGS. ALL NEW GROOVED FITTINGS TO BE SHURJOINT TYPE FITTINGS. RECESSED SPRINKLER HEADS TO BE INSTALLED 6. ALL HANGERS TO BE IN ACCORDANCE WITH N.F.P.A. #13. 2 Typical Return Bend Detail IN THE QUARTER POINTS OF THE 2x4 CEILING GRID 7. ALL MATERIAL TO MEET N.F.P.A. #13 STANDARDS. TILES AND IN THE CENTER OF THE 2x2 CEILING FP2 SCALE: None GRID TILES AS SHOWN PER THE DETAILS ABOVE REVISIONS I PROJECT CONTACTS � SPRINKLER SCHEDULE & LEGEND Fire Sprinkler Design Contractor: Approval: • � • I04.23.2012I Stephanie Pelster SYM SPRINKLER MAKE, MODEL, TRIM, NPT K-Factor ORIFICE TEMP. FINISH QUANTITY , I attest to the accuracy and ►/a,l Publ�c L �,hrar Remodel � OWNER lnte rit ,y P �A N Preliminary Piping Plan for survey Town of Vail Q Tyco TY-FRB (Old Style) QR Pendent Sprinkler w/Brass 1-Piece Flush Escutcheon SIN #TY3631 5.6 1/2" 155' Brass 0 (,,/ �/ integrity of this document I05.07.2012I Stephanie Pelster 75 S. Frontage Road �� vail, Colorado 81657 � Tyco Model RFII Concealed Quick Response Sprinkler SIN #TY3531 5.6 1/2" 155' White 24 Submit to Centrol Fire Protection, Shaner Life Safety, & Vai� Fire Rescue GENERAL CONTRACTOR Fire Protection D�sign, This fire sprinkler system 292 West Meadow Drive Va��, Colorado 81657 PROJECT N0. 284212 for approval & permit for the Library portion. �/� Tyco TY-FRB QR Upright Sprinkler SIN #TY3131 5.6 1/2" 55'/200 Brass 0/8 � Evans Chaffee Construction Group LLC. drawin has been Fire Sprinkler Installation Contractor: DRAWN BY Ste hanie Pelster SUBMITTAL DRAWING �05.24.2012I Stephanie Pelster 77 Metcolf Rood � Existing Upright Sprinkler Head 5.6 1/2" 200' Brass 0 MarvinHeath,SET g p Avon, Colorado 81620 7694 S. Duquesne Way Central Fire Protection Contractors, Inc. Print for Dan to survey areas west of Atrium � Tyco TY-FRB QR Horizontal Sidewall SIN #TY3331 5.6 1/2° 286' Brass � Aurora, ColOrado 80016 NICET Level IV#079201 completed in compliance � � I� T R,� L �I � � CHECKED BY Marvin Heath I 05.31.2012 I Stephanie Pelster AUTHORITY HAVING JURISDICTION #1 ��; Existing Tyco Concealed Sprinkler Head 5.6 1/2" 155' White 0 Fire Protection Engineering Technology/ � Vail Fire Rescue Phone: 303.562.5205 y with NFPA Local & State SCALE 1/$" = 1'_0" Submit to Central Fire Protection, Shaner Life Safety, & Vail Fire Rescue 75 S. Frontage Road Water-Based Systems La out P R 0 TEC TI 0 N C 0 N TRA C TO RS I 1 \ V vail, Colorado s1657 0 Tyco TY-FRB (Old Style) QR Exposed Pendent Sprinkler SIN #TY3631 5.6 1/2" 155' Brass 0 Fax: 303.400.0265 i r for final approval & permit for the entire project. All existing sprinkler heads are to remain as installed. Stephanie M. Pelster, SET Codes. • PLOT DATE May 31, 2012 � � AUTHORITY HAVING JURISDICTION #2 Fire Protection Engineering Technology C�. 80239 T (303) 576-�157 F (303) 'Jr76-8159 Shaner Life safety HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT NEW HEADS = 33 Water-Based Systems Layout � � ��775 E. 51 st Ave. Denver, 710 Summit Blvd. Nortn #�o3c TOTAL COUNT EXISTING HEADS = 0 NICET Level IV-Certification # 117390 2012.05.31 08:57:06 -06 00 STATE OF COLORADO FIRE SUPPRESSION REGISTRATION 004 D RAW I N G N 0. F P2 of 3 Frisco. CO 80443 A B C D E � G H J K � M �� _� _ . _�, . ,., ,�- - - � -_ _ -_ -,: -_ -� � o -� �° � - �,'� � , - � V U 1 I � I I I I I I I � I I I - - - - - - - - � - -I - - - - - - - - - - - - - I- - � - - - � � � I I . ° - - - - - - - � , , '� I I I � �� j� � I � � � � • • • . 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • a N ' a . � � � � , � � � � � � � I I I _� � I � � �HILTI HDI-P I � � I CONCREfE ANCHOR . I I I � I I � I I �FIG. 100 = I I I I I � I I I TECH STORAGE � a,�� rHREa,o Roo ENTRY '� � � 128 I I 1 O,� � I I � � � � H C � I � ��ADJUSTABLE RING HANGER _I _ _ I _ _ � � � � � TUTORING-1 ' � � TOILET IT RACK ° �, 3 '� - - - - - - - I - - I - - - - - - - - - - - �� _ � ,!'; " �' II I - - I STOR.-4 � I CALCULATION �� 126 127 � 129 � I � ! �Z� I � LIGHT HAZARD OCCUPANCY FINI'SH TUTORING-2 � 3� _ I I � i i I + � I O 0.10 GPM/900 SQ.FT. I � CEI�ING 130 i SELF DRILLING ANCHOR, ROD AND RING I I ss �i � I�, � � I _ BOOK SALES � � ACTUAL AREA CALCULATED= � �' � 7 �' AFF i FILIf�I�_ � � 5�� STORAGE � ss4 sQ. �r. 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I = � +m, ;, �TOR:3 � i , _ _ � I CHILDREN S ! �„ � �i�2�� i,2�� _ � I�ia�� .. �" I i - - � �n � �•;� � L0 2 It�1_ � � < �, 106 � � ; �105 a' a, sis � �dQ� � j dc�2�� 119 � ' � �� ST�f��%�''� +�;� +�;� � +�h � � � �z -3 �6-2 _ � 6-2i ss 6-5!. .96-9iz � i � � �, ; � � i� � � � � _ � I �,� -� -� ^ � � � � � � � � _�_� s„ � � :�; ' � ��` � � - __ _ @ � L �� HANGER SPACING LEGEND PERNFPA13TAB9.2.2.1 ca� i � �� _ r � � . � �� I I ,: I 0 = �4�� I O 4� 3'- ' � . 3� OOK � � cn • - • - - � - - *m'• ' I h • � e -4�is + - I � r � NOMINAL PIPE „ „ „ = ' �� e1� 4'- � I-5 s ro ' AL �� . -�.. Eiur��:- 25 m �J�j �, I � � I �__ � I_ I � I IT� m�l . r . _ - 3/4�� 1 1/4" 1 1/2„ 2�� 21/2" 3 4 6 8�� 3- 1-@ Z . \+ � �' �-�„ - _ � _ _ \+ � � �„ ^ � s� p� �� i �� :. ti � 7 -6` �� SIZE (IN.) _ � � � ! i� � � _ , � � I � - I �8 � i 1-b I � I-9 3 � pi�� - 1 � P - / \ I I � �� / q a - \p � @ - `' .,.j _'� ' I I � 4 1�, _ � �=(o I4-0 ll S5 I / N E W STEEL PIPE (NOT =I � � ^ � , � I �t i I I � S-2 4-6 � �n � „ I CU?IN NEW I" E - , � � ��' 4-0 - - T ',= - I � e I = � � �� GYP. SOFFI T THREADED LIGHTWALL) N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 � � I AUXILIARY DR4 _ � -+. i �„ .1 �o �o j = , � �� o m' r r I - � �� I 8-0 ,4FF �n 7'-4" A F F - - - - - Pli�p 0 JANI? MK �� B� � � HREADED LIGHTWALL N/A 12 0 12 0 12 0 12 0 2 0 N/A N/A N/A N/A � . _ �. ..- . � _ .@. t - .... I = � . 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I INDICAT�S APPROXIMAT� NANC��R LOCA710N - �XAC7 LOCA710N TO MEE7 ' -' � ' w/A NEW 2"SCFIEDULE 10 � 2 ,0 6r8 I 1-4 8-0 4-6 I 6-2 11-4 8-II I 11-4 �r 9-8 I_2 I Il-4 8-8 i 12- 2 �„ I ia 1�i4° �+ _�"' + � _ r�L�� r �^ � �� V � '� � ^ `� _ `� � I I = � _ ' . � � : � . , . , � � � � � N�PA 13 l2mlm �DITION) R�QUIR�M�NTS AND SPACINC� PER CNART ,4BOVE. ` 10 AFF e MAN �0-6�`L .o .0 0-6 `1 _ , � �-4 9-4 AFF I-6�s _ S-2 - 4-6 � IP1 `l, �q , i ,:, „ ,F F I � I �4- � � I 0 � rn r �- � � � -' , � � � . ' � � � � � � I � � �� x' I o� � i � JQ,�q i ` � � � -4 4- -9 -I 1-Y Y-0 �� I - s� - I- �� '-11 �' m. \ m, m, m. 8-I� � � -@� m� �l I .I � � Q,- ��t I - f � . . . . . . . . �} . ., . .- - - �i- - - �. -.. �,i,,� , -.�}�,; - � - �_ ��-+ �-� �- -�� -�� - �+�-� - -. _. _ . _ . _ ._ . .._- .- - .-"' - . -. .-�� - � - � -�;,, - r �+- - „- '` } . 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S17�� , �� - � � � � �+ dQ+ �: � � � _ r ��2 m' _� � � Fi�iisH 0° �` ` - c E i u�i r; - - SNEET FP1 POR � �' �� -4 _ `� _ ''� � .� ��Q�' :� �' ir�uaria�� ``� �� I �`� � i � � �� - � �� _ _ � �+ » aFF i � � � � � �� i + � YE?NE EXISTINCs • � � � � r � + �I � � •�j�� •� � �� '_-� ' _ � °, � _..., � ,� _.,'- ;^,..J-��/'.� - 2��.. .. 27 � � n . . ��/-� ..'� � . , � � � � 't� � . - � � , ��' . . � . .. . _. .- _ u � Q �° � � '_ ��i i i . , , �I .'`� i,� �>> - zs t� 1.90�ELLt�IN9TALL ;, � , / _ � �- � �� /� � �� _ _� ` � m'- T � � .. � �� _)FFIT �T� � gC � i �,C� i ' �' �� 0-S I + 7-91 5-6 � � 0 _ � +O I� ,' 2-5f� r �� r�, � `�1- Q � -- - I-9 �� j� � �� /� � �OWERED , � o A W 1"D.I.TEE /' . � � - �. �u �.��, _ - . - � , , - , � -� r �. �, s" n ��°' � I� . r i -6 � ' � 9-�8 ACF _ _ , - � � ' � � mQ�Q ,� � Q,�,4� , @ �� 2�� 1,, _' � ' 2,� - a 2�� _ @ 2�� @ ��- �, � ,, - � �, � I _ 2 � ' � ' HYDRAULIC SYSTEM HYDRAULIC SYSTEM 7 - - - - - - - - - - - '- - - - - - - ��- - - � "- as J ,-�0f � PLACE ALL Ex��Ks� � � � I �� 2 � 2 � � 2�� ,�� i _ _ � _ '�`� , � � � � - ,� � 2 �� a 1_ � 12-9 1= , ^ _ � �� 61,• ��i°PIPE WITN NEW 2" �`�y6 9-6 9-0 2-0 4-0 2-0 9 0 9,,�6 �0-6 ' � � - � '' � I � _ �� / ' �., � / I`JE��i ��i�.LL I�1';!JI�ITEG I COMMUNITY SPACE-1 � v- 9�-imu v - �.,��.;� ' I GALLERIA � °° aMPiP� � �';�, _ � - i = � 9'-z"a� _ �, = � - � ' �� _ �� ; i _ _ � � o, � � �, c�eiNET Ae��vE 109 � � ; �, ' -_y �, -- s j, - � ±_ , �� EL��, I LOCATION NE CORNER LOCATION Main Libra �- � COUNTER PN O � �� " �I 103 � +m� �� - � - - � � - � CALCULATION N0. 1 CALCULATION N0. 2 ��` �� %� /%,/ .,� �+� �+�. �+� � �� , _ $� CEI�IfJ�, (Ti�fICAL) � � I-2 �. , �' � � � _ I - � cl� � i�, � �� '; �j �,� � I �� , � c�� d�°Q c�� i i I�� `+�►' ! '� N0. OF SPRINKLERS 11 N0. OF SPRINKLERS 9 � �� -� � t�PLACE ALL �c�;_ �° � � � _ � ��S _ ` �I -- -� _� � �� ` EXISTINCs PIPE wMEW__� � � � � � � 1-h �� I , `� _ �i'" i �" / �/�" I • • • i i'�i g � o � � COF E _ -- � �i � _ I ��-s I.a�l _ _ ,o � BASIS OF DESIGN BASIS OF DESIGN _ � � _ a � _ __ �� = 11 � UPSIZED PIPE DUE T0 - _- - _�_ _- -_� 'c' � � i i � �-9 I +� � � , -' - Nl'DRAl1LIC m ' �� o � � � � ,� � � � � 7 �� -' an +�i�` '� GPM s .ft. GPM s .ft. _ � + DENSITY 0.10 / q DENSITY 0.10 / q I f II -� I I- ca�cu�at a�5 -.� � � � JO'S 0 FFI C E � - G I `_ " � � h ' � ' ' � ' � ' � ' AREA OF DISCHARGE 964 sq.ft. AREA OF DISCHARGE 973 sq.ft. - - , - ��.. .. � , �'. . I r . . . . . . . . r, . . . . - @ . � _ J� n _ 9 ! _ 9,3 _ _;� �+ I - - I- �+my - ��! - - - - .�.m�- - -�� - - -�+m� - - - - �+Wy - -_ _ �_ � � _ �� - - - - - - � ~ ^ � - - - - - - - - - - - - I - - - - - - INSIDE HOSE ALLOWANCE O GPM INSIDE HOSE ALLOWANCE O GPM , � _ _ 123 g - - - - - - - - - - ' ° - - - - - � - - - - - _ � � _ _ � + ' �'+ '� _ I :m _ � _ � � i��, �--5'-� �rR - �� ':I <1 i `J�, �� s�g +m:� sis �� 2 �� I �„ `� = I" ' �� " e': � � g OUTSIDE HOSE ALLOWANCE 100 GPM OUTSIDE HOSE ALLOWANCE 100 GPM I I p �3 , � � .r - ` `" r � _ il, @ � a' l. \+ • I • `,J!_)l)C i, • I • � _• _ l _ • _ _ • � "J'5-10 =! I - 1 ,n`Q � I . �° N � II= I'I, •�� „� _ s •� , OF IT T�_ o ' y @ .� � , � SYSTEM DEMAND SYSTEM DEMAND T" 'Q ' - _ � - - „ - - - , I 5,3 � � i � `� m-I ,� I iNS�ctoRSt�sti ORI S OFFICE � g _ _ _ EM IN I I MAIN L1IBRARY -_ � �+m Q � , COrWECTIONfSEEpETAIL 1 2 4 G P M D I S C H A R G E 2 0 5.0 4 1 �PM G P M D I S C H A R G E 1 5 4.4 4 GPM - - - - - - - - - - I I � _ � 8-6 . _ ,, � 5-8'fi '--- � ' - _ _ �� - 115 = a�_ y �`� _ J oN SNEE?FP2) � � RE AT Ps� RE AT Ps� r 1 RESIDUAL PRESSU 95.91 RESIDUAL PRESSU 71.56 I I v r - �'3 e'-Im"A�F � '�'�" .- � _ I e e � : e I �_ e e �" 1 `� � BASE OF RISER BASE OF RISER _ : + �` , _ � - - � �� z�� ! � ��--, -_ I�'� N �P�ac��.�-�xisrir�r� __ _ __ I � - � - � _ _ � - _ �I i ��e �� i ': � / i i I I . � �N iA �* e tl'�4"PIf�WITNNEW2" � � � � h � r �' q � � �s„ I - m�lm� I- � � I I SYSTEM DEMAND AT STREET SYSTEM DEMAND AT STREET MAINPIPINCs+ � � F� �s�� m' m' x� Ti�. , m. �. �. _- ' ;� ,' ,� I I -, I rE�iNC � � o� � � � � - .+ n � Q � � = GPM REQUIRED 305.041 �PM GPM REQUIRED 254.44 GPM = S _ CHILDREN-1 _ �+ �+ , �, , �+ _ �+ �+ � I � � ��, „ � ��I , COMMUNITY SPACE-2 3 114 I 4 I � - �fi16 T , - a' y" °�d� �o� �,' ± ��d� I �D�� 516�� I _ � �• , I� 3�� EXI=TIN�� I I PSI REQUIRED 101.033 Psl PSI REQUIRED 76.13 Psl :_ _ .� � 110 �' a � s3 �/ s'� ,, ,, " � y ` _ ,� I Y�I�_;H T SAFETY FACTOR 33.68 Psi (24.9 %) SAFETY FACTOR 58.67 Psi (43.0 %) � I � � N 0 I � N Ij1 `_ .�+� 111J I - I(�+� 1 LJ 1 ,.., I ' III_�„ I � 1 _ � �-� �4 � \+� � + I -I� . I I � - 1 �`1 I ' � i• $ _ � r r r r r I • • � _I n t � ' ii T �0 �0 �0 T �4 �4 ��n -f(!� e � � _� I� _ 2 _ _ � - - _ dQ _ ti, - - - _ _ m , , _ 58 120 _ , � I 2 : , s I d� _ E,J.,TIf I�_ _� _,FED I I G� I ? �� , ' �� i� _, � I � °' ' � � � I - �� ► �-1�0 �, �� II`II _H i=EILINr � �1�� crl � °� t0 � � � � �-� 1- _ ��u� ��J' $ u � i n 21 n i n , u _ _ i n �� ; � � � _ , 0 � �I�� y �--� 2", 2 � ��2 � 2 �1 2 - 2 2 � YP. CEI�IN�; 1-10� „ c,' � � A�F �- _ �.�. "' .0 0 � 3'- " � �� - - -0 zo - $-0 3-7 2T8 4-4��`L is � 8-0 ��' ��6- � � � (P AJ N T; I I ' � I- � _ _i = �< T- 9-4 AFF v � � r ,n -- __ g i g h �n + , _ � �, � „. _ ,n . _ I � , _ �n . � - @ � �. + '� ' i_,, I I 40 I = I _�' I - - _ � � -r I � � � _ � � I 'n s �I - - - � , - - - �� a - - _ ,_ , � ; y �, ,+ .� ,+ - ,- , ��+ - _ ' a � - � -_ a'- � - ' -_ - - - - - - - - - - - - ,- - - - - - - - - - - - - t - - - - - - � � HYDRAULIC SYSTEM Q 10 - - - - - - - ,- - �' - '_ - ' � - �� - - - - - �- - ; ��, �,�- _ - � -�� - - = �m•- - - - - � - - �} - � � - - - � - - -�-� ,-� - ; � �_ _� _�,� � I I� I � I � . r � - z � ��_ � HALL-2 � �-1'�-�-� i��., _ ; .+_ � -' �� _ I = , � _ " I I I I � _ ,- 1'�a° � ,.� `o � 108 � � '� m 1 cs` 1° �c�`� ' I ,.0 I �,_�� ; r�, ,- � �r I TI f ��_, LOCATION GALLERIA 103 � 30 _ , „ _ _ _ _ � `� � _ 1 '�� 1-5 li �� ,� � - � �� 2-iJ � � AFF�� II F I �,�� I I ° � CALCULATION N0. 1 0 @ 12-8 6111z „��. � � sia 5-1 � ' I i 2 3-4 5'f3 I = s,�' I I � I 1 ., � � 20 I I 9'-Im"AFF _ - � __ � � ,, -5 I . . � � � II � , � , � _ !,-� II I i I I I N0. OF SPRINKLERS 17 0 . . - �b � I��E IL .'.I� � � \ N I N I � � _ N _ _ _ � � �� , I':1 II 1 _ � � = � CO Fi�_��F�a ii��9;� � i = � _ _ I - I - � � �� BASIS OF DESIGN o �o - � � I � I��'r�I�_;HT I I �� ELEV. i � � i Exi�Ti � uR �i , �,� � , ,- ,�_�' ��,� � = � i � ,_� DENS�TY 0.10 cPM/sq.ft. � ._, V E I F I _ N m�' m`� I 4-b� 8-0 4-I� I ~ _ TR CK _ , , �+ �+ I � � � I I 005 � ��.� � F�,� �i�,�n �� inT�� - � + `+ I I � � AREA OF DISCHARGE 973 sq.ft. � _ ❑ � � h - sie � � ' �� I I I I I � I I � � � ' •�I •o�� I m' • i •�`� �� -b � , I'ED � I I E I'Tlf I , � INSIDE HOSE ALLOWANCE O GPM � �o o a CEILING HEIGHT, FT. u r (��fF'. t,El�l�� 1 S' � �-b � p-� � � - �� I = , 3_g � _� I OUTSIDE HOSE ALLOWANCE 100 cPM I I ��;� I� _>`� _ ��" sro�� = �n.+� .+� ��' ��_; I � _ - 6l �. �- (PAINTj I I ' °T �, fide - '�- • I- I � n r + � S Y S T E M D E M A N D SYSTEM AREA REDUCTION WITH Q/R SPRINKLER HEADS I I I I I I" I° � r I JQ� � I I GPM DISCHARGE 350.643 GPM PER N.F.P.A.-13 (2010 EDITION) , SECTION 11-2.3.2.3.1 I I ° I 0-6 0-6 a, I I I PS� 1. WEf PIPE SYSTEM 11 - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � RESIDUALPRESSUREAT 107.28 CALCULATIO 4 2. LIGHT HAZ OR ORD HAZ OCCUPANCY I I S� I I _ BASE OF RISER 3. 20� MAX. CLG HGHT I ;' LIGHT HAZARD OCCUPANCY - � ' 4. THERE ARE NO UNPROTECTED CEILING POCKEfS I I 004 0.10 GPM/ENTIPoE ATRIUM AS ALLOWED BY SECTION 8.6.7 & 8.8J EXCEEDING SYSTEM DEMAND AT STREET 32 SQ. FT. ACTUAL AREA CALCULATED= CHILDREN-2 I I I I I 973 SQ. �T. I I I >» I � GPM REQUIRED 450.643 GPM FOR CLG HGHTS GREATER THAN 10' BUT LESS THAN 20' I +'-o° I �-'-o" ��'-��" � �� 2� � ��'-o" �5 0" I �'-o" I , PSI REQUIRED 114.692 Psi wHERE X = c�c HcHr � SAFETY FACTOR 19.72 Psi (13.1 %� WHERE Y = PERCENT OF REDUCTION CALCULATION #2 Y= -3X + 55 2 A B B 9 C E G H LIGHT HAZARD OCCUPANCY J K L M 0.10 GPM/900 SQ.FT. ACTUAL AREA CALCULATED= 973 SQ. FT. FIR� SPRINKL�R K�1'NOT�S: CONTINUOUS IR�D) PIPING INDICAT�S N�W FIR� SPRINKL�R Sl'St�M PIPINC� /� 1 Main Level Fire S rinkler S stem La Dut t0 R�M,41N AS INST,4LL�D FP3 SCALE: 1/8°� _ ,°-o°° G E N E RA L N O TES pASN�p �CxR��N) PIPINCx INpICAT�S �XISTINC� FIR� SPRINIG��R SYST�M PIPINC� NORTH I I I I I I I I ��8 I TO B� R�MAIN AS INSTA��p 0 2' 4' 6' 10' 18' 26' 1. THIS PROJECT CONSISTS OF PROVIDING THE FOLLOWING: 8. MAXIMUM SQUARE FOOTAGE PER STANDARD COVERAGE SPRINKLER CONTINUOUS C�sRE�N PIPINC� INDICA7�S NEW �IR� SPRINKLER Sl'S7�M PIPINCa PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM MODIFICATION AS REQUIRED HEADS IN LIGHT HAZARD AREAS IS _ 225 _ SQ. FT. 70 R�PLAC� EXIS7INC� PIPINC� DUE 70 SIZ� INCREASE �OR N�W ADDITION PER NFPA 13 (2010) EDITION, SHANER LIFE SAFETY, & VAIL FIRE RESCUE. MAXIMUM SQUARE FOOTAGE PER 'OLD STYLE' SPRINKLER HEADS IN SCOPE OF WORK INCLUDES TIEING INTO THE EXISTING FIRE SPRINKLER SYSTEM THE LIBRARY WOOD CEILING AREAS IS _�144_ SQ. FT. X'-X" AFF INDICA7�S C/L PIPE EL�VATION �fi°� SEE HYDRAULIC CALCULATIONS TO PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM FOR THE ENTIRE EXISTING � ) 7NIS AREA IS AN OP�N-CxRID C�ILINC�s AND IS 70 B� D�SIC�sN�D � INSTALLED P�R TN� BUILDING AS WELL AS THE NEW ADDITION. 9. MAXIMUM SQUARE FOOTAGE PER HEAD FOR ORDINARY HAZARD AREAS �j R�QUIR�M�NTS OF NFPA 13 �2m1(d EDItION) S�CTION 8.15.13 UJITN A MAXIMUM SPRINKL�R �„ 'OLD STYLE' QR SPRINKLER HEADS ARE TO BE UTILIZED IN THE WOOD CEILING IS _ 130 _ SQ. FT. N�AD SPACINCx OF lmxl� IUITN TN� SPRINKL�R HEAD D�FL�CtOR TO BE INStALLED IS" LENCxTNB vARY AREAS OF THE LIBRARY. ABOVE 7N� 80770M OF TN� OPEN-C�RID C�ILINCx. STANDARD SPRAY QR SPRINKLER HEADS ARE TO BE USED IN ALL OTHER 10. SPRINKLER HEADS __ ARE __ TO BE LOCATED IN THE CENTER SM,4LL ROOM RUL� AS D��IN�D Bl' N�PA 13 (2ml(d �D.) SEC710N 3.3.1�. AREAS. OF CEILING TILE OR ALIGNED WITH LIGHT /OR CEILING FIXTURES. 2 THE EXISTING FIRE SPRINKLER RISER IS TO BE REUSED WITH A SEPARATE IN SMA�� ROOMS, SPRINK��RS SNA�� B� P�RM17T�p TO R� �OC,4T�p �� m_2 0 ' °� 11. TYPE OF CONSTRUCTION _CONCRETE FLOORi CONCRETE_COLUMNS, NOt MOR� TN,4N 9 �T. FROM ANY SINC�� WA�� P�R NFPA 13 (2mlm �p.� I" VARI�S � ZONE CONTROL TO BE INSTALLED FOR THE LOWER LEVEL SYSTEM. _W1A_CONCRETE DECK.�NON_COMBUSTIBLE,_UNOBSTRUCTED,) S�C710N 8.632.4. 7N� AREA OF TN� SPRINKLER SN�4LL NOT �XC��D 225 SQ. �T. '-°� '-°� � ' 2. ALL PIPE SIZES FOR THE NEW SYSTEM AT THE LIBRARY IS DETERMINED FROM 12. SPRINKLER SYSTEM TO MEET ALL N. F. P. A. STANDARDS. �3 TN�S� ,4R�,45 NAY� A CEILINCx CONS7RUC710N OF WOOD BEAM CONS7RUC710N WNICN C�ILINCx � THE TWO HYDRAULIC CALCULATIONS PERFORMED. IS C�ASSIFI�p AS OBSTRUCT�p CONSTRUCTION P�R N�PA 13 (2m1(d �pJ. TNIS AR�A SPRINKL R 13. ALL ELECTRICAL WIRING TO BE BY OTHERS. NAS B��N p�SICxN�p UTI�IZINCx �XPOS�p 'O�p STl'��' P�Np�NT QR SPRINK��R N�ApS ��N� o ,-o• ,_o• 3. ALL AREAS ARE LIGHT HAZARD OCCUPANCY EXCEPT FOR THE STORAGE ROOMS 14. ALL PAINTING OF PIPE OR IDENTIFICATIONS OF PIPE TO BE BY OTHERS. W17N TN� SPRINKLER NEAD D�FL�C70RS INSTALL�� 1" B�LOW TNE 80770M OF TNE P�ND�NT WHICH ARE ORDINARY HAZARD GROUP I OCCUPANCY. SPRINKL�R 15. MONITORING AND DETECTION OF SPRINKLER SYSTEM BY OTHERS. B�AMS. 4. ALL EXISTING/NEW THREADED BRANCH-LINE PIPING TO BE SCHEDULE_40 PIPE. � TNIS AR�A NAS AN �XISTINCz �IR� SPRINK��R SYST�M. TN� �XISTINCz SPRINK��R N�ApS ALL NEW GROOVED MAIN SUPPLY PIPING TO BE ��iEQ�1L��Q PIPE. �4T TNIS AR�A AR� NOT INS7ALL�D UJI7NIN 3'-m" OF 7NE PEAK AS R�QUIR�D Bl' NFPA 13 (2(dlm ED.� SECTION 8.(0.4.1.3. C�N7RAL FIRE PR07ECTION NAS BE�N DIR�CT�D 70 MAINTAIN T y�ical Return Bend Detail RECESSED SPRINKLER HEADS TO BE INSTALLED 5. ALL NEW THREADED FITTINGS 1" through 1�" TO BE DUCTILE__ TYPE FITTINGS. 7N� CURR�NT D�SICxN � INSTALLAtION OF TNE EXISTINCs Sl'ST�M �OR TN� NEW �XPANSION. YY IN THE QUARTER POINTS OF THE 2x4 CEILING GRID ALL NEW GROOVED FITTINGS TO BE SHURJOINT TYPE FITTINGS. • TILES AND IN THE CENTER OF THE 2x2 CEILING PL�AS� N07� TNA7 TNE CURR�NT SPRINKLER N�AD D�FLECTORS AR� IN87,4LL�D APPROX. 2 for Center-of-Tile GRID TILES AS SHOWN PER THE DETAILS ABOVE 6. ALL HANGERS TO BE IN ACCORDANCE WITH N.F.P.A. #13. 3'_lm" B�LOW TH� P�AK OF TN� ROOF. FP3 SCALE: None 7. ALL MATERIAL TO MEET N.F.P.A. #13 STANDARDS. REVISIONS I PROJECT CONTACTS � SPRINKLER SCHEDULE & LEGEND Fire Sprinkler Design Contractor: Approval: I att2St t0 tlle 1CCUrdC�/ d1�1CI � � � I04.23.2012I Stephanie Pelster OWNER SYM SPRINKLER MAKE, MODEL, TRIM, NPT K-Factor ORIFICE TEMP. FINISH QUANTITY . Va�l Publ�c L �,hrar Remodel � Preliminary Piping Plan for survey Town of Vail Q Tyco TY-FRB (Old Style) QR Pendent Sprinkler w/Brass 1-Piece Flush Escutcheon SIN #TY3631 5.6 1/2" 155' Brass 61 /nte / l� integrity of this document ,y P �A N I05.07.2012I Stephanie Pelster 75 S. Frontage Road 9' y vail, Colorodo 81657 � Tyco Model RFII Concealed Quick Response Sprinkler SIN #TY3531 5.6 1/2" 155' White 41 This fire sprinkler system 292 West Meadow Drive Vail Colorado 81657 Submit to Central Fire Protection, Shaner Life Safety, & Vail Fire Rescue GENERAL CONTRACTOR Fire Protection D�sign, r PROJECT N0. 284212 for approval & permit for the Library portion. �/� Tyco TY-FRB QR Upright Sprinkler SIN #TY3131 5.6 1/2" 55'/200 Brass 14/8 � Evans Chaffee Construction Group LLC. drawin has been Fire Sprinkler Installation Contractor: DRAWN BY Ste hanie Pelster SUBMITTAL DRAWING �05.24.2012I Stephanie Pelster 77 Metcolf Rood � Existing Upright Sprinkler Head 5.6 1/2" 200' Brass 15 Marvin Heath,SET g p Avon, Colorado 81620 7694 S. Duquesne Way Central Fire Protection Contractors, Inc. Print for Dan to survey areas west of Atrium � Tyco TY-FRB QR Horizontal Sidewall SIN #TY3331 5.6 1/2° 155' White 5 Aurora, ColOrado 80016 NICETLevel IV#079201 eompleted in eomplianee � � I� T R,� L �I � � CHECKED BY Marvin Heath I 05.31.2012 I Stephanie Pelster AUTHORITY HAVING JURISDICTION #1 ��; Existing Tyco Concealed Sprinkler Head 5.6 1/2" 155' White 8 Fire Protection Engineering Technology/ � Vail Fire Rescue Phone: 303.562.5205 y y with NFPA Loeal & State SCALE 1/$" = 1'_0" Submit to Central Fire Protection, Shaner Life Safety, & Vail Fire Rescue 75 S. Frontage Road Water-Baseds stemsLa out Codes. PROTECTION CONTRACTORS II \ V y vail, Colorado s1657 0 Tyco TY-FRB (Old Style) QR Exposed Pendent Sprinkler SIN #TY3631 5.6 1/2" 155' Brass 12 Fax: 303.400.0265 i i for final approval & permit for the entire project. All existing sprinkler heads are to remain as installed. Stephanie M. Pelster, SET � PLOT DATE Ma 31, 2012 � � AUTHORITY HAVING JURISDICTION #2 Fire Protection Engineering Technology Shaner Life safety HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT NEW HEADS = 164 Water-Based Systems Layout � � ��775 E. 51 st Ave. Denver, C�. 80239 T (303) 576- 157 F (303) 'Jr76-8159 710 Summit Blvd. Nortn #�o3c TOTAL COUNT EXISTING HEADS = 23 NICET Level IV-Certification # 117390 2012.05.31 08:57:35 -06 00 STATE OF COLORADO FIRE SUPPRESSION REGISTRATION 004 DRAWING N0. FP3 of 3 Frisco. CO 80443