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HomeMy WebLinkAboutF03-0032.PDF �..� _ �, __ . ._ . _ . _ _ . -� _ . , r .�. � _,�,.��n_._ ___ ..�,_,._. .. _ _ __._..r �-�___�_--_ �, .�..�, _,_�., �,.�._,�.�_,,._�.�_.�.�,..,,..,��.�,. -�,�..�.�..._,...�T.T.._F._ r _R_�.. , .,...�_. nT.._.,m,... .�_ � mr���...�,-.�.-,.. .R,�,.�__.�.� �-.--�_r_ _ .,,m..�� .._..�__-T_ �____T,.,�.�,�..�P�.��.a..-n ,.T.�_..-.,_...,_: _�,�_�. ..���.-��__�.�_� ._._�__,,����..T__m____�--.�..��..._.r_�...,�-...�.,�_�..,._.,e._..� ,.--.-��.�_��,,..�.._.�.._ T � -�,-T.---_.._._�._..._�_�-__._...�..____. � .--�T__,�,�._,.�._....��..,_..,��..�.,--..�.._....m�___-_._.�,,...�._,-.T.� .a.n...�..� ..�..,�._.�.-._m_�_�._T,,.,�..�..r ,.��.��,,.�.�.a-.T�,� ,�...�.�.���.,,�,.T,��..._.._........_.�.n.-.,....__��.� ,a�_.,�._� . �_._ .�__.�__.._, .�._�__�.._�.� '., �_ _�._._.�. �.__-__._---___-_�._.�.�._..�_�.. �n�...�,_,��..._..�,___Tr, _�__�1��....., � ' � � � 3 ' - _ _ -- �,......-+�-...r+.`... � � � ` i � � � HYDRAULlC SYSTEM RESIDENTI�L SYS�'E�f CEI�� E�AL ���JC�TE� 1 . This buildin is rovided with a n��� wet i e fire s �i kle s s�e � LOCATION GR Roo 9 P P P P � r �' � � CALCULATI4N N0. � �I designed, installed and �tested per NFPA 13 requirem�nts a�d pe�° �h�: , No. OF SPRINKLERS r� �1 Local Authority Havir�g Jurisdiction (AHJ}. � BASIS OF DEStGN 2. This contract is to begin from an existing flo�r confrol valve af t�� o�rvsirr o.�o ��+�� size noted, installed by others. ° ''\ AREA OF DI5CHAI2GE fi05 «-I , , • . � - 3. See attached Equipment Data Submittal f�r all appl►cat��e rnnt�rioia � / , (NSIDE HOSE ALLOWANCE (-0 �P� . . � OUTSIDE HOSE ALLOWANCE �oo r�l1 and equipment used in this project. � � 4. All piping 2" and smaller �rith plain ends �o be "Copper Type P��' pipe � �j / y SYSTEM DEMAND �¢F GPM DISCHARGE �os.2s c� � and shall use copper f�ftings. � �l �� RESIDUAL PRESSURE AT t.o7 � 5. Unless noted otherwise on lan, all i � dimer�sians �re cei�ter to - " � �� eA� o� Ris� center. P P � � SYSTEM DEMAND AT STREET 6, An and all aintin or aint re aratifln of i in $a be b oth�rJ. � a, Y P 9 P P P P P 9 Y � .. GPM REQUIRED 2os.2s ��+-1 Sprinklers to be installed in aecordanc�� with �lFPA 13 and per th� � (� PSI REQUIRED st.ss �+ � local AHJ. All pendent sprinklers in c�ilin�s to b� c;�ncealed t�p� and � Z' � sA�nr ACTOR 3�s4 � tts�z) shall be aligned with other ceiling fixt�res where po�sibl�. Expo�ec� � � �► � sprinklers to be installed with deflEetors locdt�d �p �0 12" below � �� BEDROOM 2= ' bottom of structural deck or c�iling unles� nnted otherv�rise on plar�. � �- ' An and all ac ess anels va ve i i� e ' s o" - 8. y c p for I ar d dev e acc ssik�ility is to �e �' � --t� by others. '�-� '�-s 9. All-State �re Protection, Inc. shall not be he�d r�sp�nsi�le shauld tr�e �������� � � �• noted flow test values not be su lied at the oint of conneCtion noy� r -�,. ,.,..� ,.,, ...,,r ` o Beam- - p PP P � " ts� �� ��� or in the future due to the ossibilit of det�rioratin t�pater su li�r . � � ' BELOW GEIL1NG , P Y 9 PP � � . , � � ,f . �IC� 10. If field conditions result in a change to the shop dr�wing ir�stallati�r� � � r��, �- �- � � � � �� ............................ ..,,..,..,.,.,...,..,...,... - -� in an ' { � . _ ' ' � ��•�� � OPEN DECK ' y way, contact the projec� engin��r �o Werify proposed chUng�s � r � Q�cx ^ � � �� �` No as. TOP BEAM HANGER are compliant with NFPA 13 requir�ments and per hydraulic de>igr. � 5 .s` r �� NO A.S. ,_�o" BEDROOM 3 S' � ..`''�,, r�a� c�aa��� � � 1 i ') $'-0" � .. ATR 1 ' � � >>-�'� �-''� �3-a � �:.:�t ,r3 �'� '' SWNEL RING � SPECIALLY LISTED I�ATERIAI._S - ; � t ' o SHOWER ,� J.70P BEAM_CLAI�IP _ _____ 1_ � � � � t �-s~ �-s~ � ;� ; NIL o 1 . The following speciafly listed materials and devices w�11 be us�d on ' � � cL � '� M � , i 3, � o NIL o this pro ject: � � ,� � UNDER 24� � � U N D E R 2 4� � �� � }' j + � ; �, l � \ No as. �' ^ -�.�.���_�.. ' NO AS. � �'_` . H A�J G E R S PAC I N G LE�E N D PER NFPA 13 TAB s-2.2 a) Tyco Series "LFlI" Residential C�ncealed Pendent Sprinkler. The � � r "�`�w.r CV ; � MASTER BEDROOM �-o ���-� � uN. ; � sprinkler pipe on this project has beer� hydraulicc,lly sized t� allow �hi;� � 7'_� U R 24� , s / NOMINAL PIPE 3I4» �„ � ���» 1 �/z" 2„ 2�/2„ 3» ¢,► 6" 8" , r � • � '� 8'-a" CL - - � F � {r , SIZE (IN.) sprmkler to cover a maximum area o� 16 x 16 on a flat ceili�g, with � � � N���24'� � �} � UNDER 24� ;� :� o � STEEL PIPE (NOT a maximum distance from adjacent ��ralls of �'. �,�inimum �pacirtg '' ,� .- � ��" ��� � c� , ,, �• o � ,� CALCULATION #1 - - - - - . . , � � I � rn � �� � _ _.� THREADED LIGHTWALL) N/A 12-0 12-0 15 0 15 0 15-0 15 0 15 0 15 0 15-0 between th��e sor�r�k1 rs I. � ' � , � :,5. � ; - g� uniu � �y p .� �� _. , - U.1 V �dV74� 4Jt'K - - -� - � - •� - � j ` �' � '�� 'n � 7�_�' �, � THREADED UGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A j � ° 1 1 ; ,. o � UNDER 55� '� � / , - - - - - - 9 N ��-� s-r� � :- .! 3-s'� � � Q No as. � ,,,...,f� ' ,,3 coPP�R e o a a �o o �o-o �2 0 �z-o �z-o �s o 15 0 �s-o S P E C!F!C D E S I G N C f�I T F�R I d4 9 _ " • , '- Oo ' 8-Q � • �`�./ SHOWER GREAT ROOM � � �� 99� r`�,1 � ,_ � E �- ^ � $,_�► r.,.��°��`� � � • The fire sprinkler system sho��rn on these plar�s is a v���t pipe syst�m a �,�z' � i' � � 3�8 .�.f��' ` �ti\ � designed to the requirements of NFPA 13. This buili�ing is a "rnult� � � �� � 14 �� '� �., 25 „ . � Toit�r .- �, Q � �, ,� fiamily residence designed �vith�n the scop� o� NFPA 13 �''' �� � � ', o o co ���� '� ' ; ; "`"` � `a n , �' . � NO .S. MASTER CLOSEf � � ;, L. Sprinklers throughout the building hill t�e residential �ype. r ` ��_� 2tg � ..,,,,...,..,,....,.{ �:....,,......,....�.....,� .,....,.,.�.....,,,;. a..,..,..,,.�., ...�.t: ..................�,,* ....,.,.,.. ..�,,.,t +, � � � o \ 3. Design Criteria -- Design Area ��1 {�r�at Room): (Residentiai} Th� ' � • KfTCHEN � w a � ��s design area shall include four �eads flo4ving at �.1�c�pm,�sf.. 1�JO ' .- rn 1 e 1 /2 a � . . � � a � s-s � ° ' � s'-�' z-to�i�� � �° � �'� � 9 > > 3 ° � Gpm outs�de hose allo�vances need to be includecl. OI� '-' `�' � 8-3�/2 .� • o � 7-9 3-7 O 7-8�/2 � O N DECK �-o �/r �s�,, 16 � ��r ` 1��2 S 9-2/2 ; . EXISTING 4° FEBCO 825YD RED. PRES. B.F.P. � 4. The Authority(ies) Having Jursidiction is�are�: No �.s. '� � ', � � � � � o ; � .- � s-s s 15 r � ,, �; O N `� � Vail �re Department � ,� � i Q j ' � ` � ' � �° �' ; G�. ; {s; �- ......................... ....�..,,..,,.�.. � �s� � ��......,......,..,... �;�.'� • � 42 W. Meadows Dr., � �. � ' ..,• �,. ..( ,j .s• � 'S• ',� $ ' '� {, Vail, CO 81657 ,' ��^.�� 1-4 18 � ��y { ���' �� �f,.. 4. y /� Q ,}//�)) t�u N a t z�r ,�r � i"`�� � � 27 3� 2 6 (9 7 0} 4 7 9-2 2 5 0 � �\� � 6:L.J 0 � N • s i 4 � No �-4 � � � � ,:��{�n ,.-., ; �, �R 2. � .� � 5. A p p rov a l s m u s t b e o b t a i n e d f r o m t h e L o c a l A H J a n d t h� o��n e i°, � ,� SHOWER �' r� ........................�, �;..�.....V,.....,..� .........,...,w.,....,.,-���........,...�w..... .�-; � w � � NQ A.S. 1 ,f � CLOSET +, ;`, � � - - - , - g�_ ` t` ; ''. ;�� ; 2 0 � � � � b q,p � ..� 1-4 ' �' �� U NoE A.S4� .. �a �e . � a i:���i�� / _ {;. �� /� ; , `� ' � � ' ' P WDER � � � � �J� � �i -� � UND8 �5� C�. ���� 2 EXISTING RlSER D ��' � ETAI L � �W � � � s-� �,NOas � ° FP- 1 �, �_ �6 � � 1 NO SCALE � EXISIING a r� � N.I.C. HEADS �- "` .,� � �� � �� � �""���R - - - - - - - - Existing City Main- - l - - - < , , 'Z '� ^�j• $'-�' ,� ; SOUTH FRONTAGE ROAD � ; . I� �� �,, 28 , �>c ELEVATOR � � h '" � �'•��, �� � EXISTi�JG �#" DIP UNDERGR4UND �W NO AS. 1 � � f;� � � ��' AUTOMATIC SPRINKLER � FLOW TEST S U M MARY � BACK TO CITY MAIN � . �` 9-10 1-9 4�"�°�..,, STEEL JOIST AND BEAM TYPE CONSTRUCTION .°�' . � � � � ��, . �. Static 125 PSI ° f 150 FEET � Q�Q � �"�•.,, °-- � Residual 92 PS� � P�� a o � �1 � 1 � STAlRS � ,, �� ,.� �- ° �4�����,� �. o F I o w 315 G P M � 2 � N.I.C. ' N.I.C. � p� ,�.. �n ,. .,; THIRD FLOOR `� � FP-1 (� "M1•. ° �._g� AREA OF WORK 1 23 ' .����' � ° � �'''� c � � � „�.r,� ,n � • `� ', .� , � � � IXISTING 4" PIPE � '�` °'"� ; . ta � 25 � °� _ _ � - - oo ' ° � ° _ S �'�' ,�p� { � 'j � � 0. s � G p� ����� � � � MEDIA ROOM ,..•''`�� � � �,`�� �h�J � I ELEVATOR �?�� 0 8'-� �; a+'',' STEEL JQIST AND BEAM TYPE CONSTRUCTION � � �V G �� � �.. � � .� v � � � Q n / ,/ / ° -��pO �pp �1 D(ISTING 3" PIPE 1 N.i.c. '"� ............ ...� �,....�.,,,.,,..,,..,,,,,� <"'+ , SECOND FLOOR ���/ �/ / / � � ����'' . . , , �I 4, �, � NOT IN CONTRACT ,/� �G�F �� N.I.C. a O � �P ��Q' BACK HALL �C�„�F�'P�,� � � � � � � � r ;i N.i.c. \�.��,, � SQ. FT. - 2,545� ;� �J��-o�' ;� �G°� � ;' / �� � 3RD FLOOR FI RE SPRI N KLER LAYaIJT / �; � ��Y��v� �,al� ����r d�, FP- 1 �/4" _ � �_�„ SQ.FT. = 2,545 � �� , STEEL JOIST AND BEAM TYPE CONSTRUCTION i ! I � �7`� � ' ��� �`�SL1�rh I� Y���t��� I I I I ( � ( � (� I� � �4�� I � NOT N CONTRACT � �� 0 1 2 3 5 9 13 27 , � � �,��I� �'��� D��,d►�2TMEN7 ' �������d as su��� d ❑ SITE PLAN GENERAL fJC�TE� � �����ed as �o��d 1. This Fire Protection Site Plan is shown �or infor�r�ation �nl . �:1 � Y ( � � g�; ��'�c�t� ' � 4" �J �T� P L/�N outside underground piping is existing. fo���: F�l � - � FP 1 NQ SCALE 2• Fire protection contract to begin from an existing 3" flnor control ��� �v+ � �� 3 C R� S �J S E CT I 0 N D E TA I L valve provided inside the building by others. � FP- 1 NQ SCALE � 3. Connection is to an existing circulating rnunicipa! tvater system main. �, �U SYMBOt LEGEND � HYDRAULIC DESIGN DATA ALL--STATE FIRE PROTECTION SPRINKLER SCHEDULE dc LEGEND � � CONTRACTOR: � J � HNSON RESlDENCE J�� 9,� srusa. SPRtl1KLFR DESCFttPTtOM c�cu�a�now 1 c�.cuu�noN 2 c�t.cuu�noN 3 FIRE PROTECTION C�NTRACTOR s''ue°� s�'"'a� °�z'�°" °�� �K TM'''P• �"�s" °TM• � � (�� E--I � j,.� '�'� �t" ss H Y D i i A U U C R ff E R E N C E N O D E Hazard Class. L1GHT HAZARD � I \ � � Hozord Class. A D D R E S S: 6 0 4 5 E. 7 6 T H A V E., C O M M E R C E C I T Y, C 0. 8 0 0 2 2 O T Y C O L F I I R E S. C O N C. P E N D. 7 1 6" 4.2 1 6 0 F W H T 2 7 G A T E W A Y P L A Z A (U N I T S 1 & 9�, 1 2 S O U T H F R O N T A G E R O A D A T V A I L R O A D, V A I L C 0.8 1 6 5 7 �x�-x' EI.EV. ABOVE FlNISHED FtAOR S stem T e WET T �HE TYCO RFlI Q R CONC. PEND. �/2 5.6 200F WHT 1 DESIGi��EFt J'NJ r *�c-x a F V. �.a w e o r r o u o� n�a c . R E V I S I O N � _�_..__._ o.,o GPM � GPM � GPM � �,� Qa�,�,,, � 3RQ FLOOR FIRE SPRINKLER LAYOUT �� �i�." = r-�a" -r�- DENOTES HIWGER LOCATION Calculated Area 605 0 d� � LL STATE ��� -�--c- P,UX1llARY DRaIN C�1NEC110N ��a er S nkler e � 09 30 0 CHANG FROM NFP 13 TO 13 STANDARD JWJ CHECEC BY KR�� Demand GPMO P8; GPMO s' GPMQ P�� ALL--STAT� FIRE PRGITECTIQ�� r� C- Po� UP OR D(yWiV FIRE PROTECTIC�N, INC. ' ��� , F'ilE t'�U1�iB�R ���Cf4�� <� RISER NIPPIE UP OR D�OWht Firepump: GPMO Psi Date: Time: Test 8 : • FLOW TEST INFO: �cation: �s'PRt�VAI. Vf�ll� [� i C E �' � �� �P IMPORTANT STATE REGISTRATI�N �IRE SPRINKLER CONTRACTOI� ��a ��� �� aR ���� Orifice 5ize No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pi e: "'�'�" � L�Y E L I 1 t q�� y,p,�y� t�� � GRppyEp� � �� TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, , ��� 0� 3�f 0:�� � �o�a a a s 2 �25 • Ft OWNERS TQ PROVIDE SUFFICIENT HEA7 THROUGHOUT ARE4S WHERE A HE4D CABT 1!c WRENCH ES PROVIDED TOTAL COUPiT THIS SHEET m 28 #�a 8 fi045 EAST 76TH AVE., #12, COMMERCE CITY, C0. 80022 �. � � FlIZE H0� VAlVE 3 SAFETY PSI 0 SPRINKLER PIPES ARE lNSTALLED, UNLESS AN ANTI-FREQE SYSTEM. ftro�cae �essgn sottwars PHONE 303-288-380t FAX3Q3-288-1912 DRA��i�lG I`-,C�. �;�~~'� �$� � � .�.._....�._..�._....�.___.�._T..__._.____._...�. _ .�� , � y� � _ ,ir� '�'.. , , , . � �,__ __� _. .� �: N _' _ � . . ' � _ __ . _ _ _