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HomeMy WebLinkAboutVail Das Schone Filing 3 Lot 1 2003 Fire Sprinkler.PDF LEGEND GENERAL NOTES CONTRACTOR SHALL PROVIDE 1. SYSTEM DESIGN CRITERIA - WET AUTOMATIC SYSTEM PROTECTION. INSTALLATION SHALL COMPLY IN LOCATIONS AS DIRECTED B Y - - QUICK RESPONSE CONCEALED PENDANT SPRINKLER HEAD WITH NFPA 13 AND 13R (1996) REQUIREMENTS, ORDINARY HAZARD, GROUP II, MAXIMUM 130 SQ.FT./HEAD _ tir 0 _•nrz AND LIGHT HAZARD, MAXIMUM 225 SQ.FT./HEAD. VA I L FIRE DEPARTMENT SIGNS RESIDENTIAL CONCEALED PENDANT SPRINKLER HEAD 2, ALL MATERIALS SHALL BE U.L. LISTED OR F.M. APPROVED AS REQUIRED PER NFPA 13. THAT READ AS FOLLOWS. I RESIDENTIAL PENDANT SPRINKLER HEAD ON DROP 3. ALL 21/2" PIPE AND LARGER IS SCH.10 WITH GROOVED OR WELDED OUTLETS. P ALL 2" PIPE AND SMALLER IS COPPER WITH COPPER FITTINGS. THIS ANTI—FREEZE SY T EM 0 QUICK RESPONSE UPRIGHT SPRINKLER HEAD 4. ALL PIPE LENGTHS ARE CENTER TO CENTER. 5. HANGER SPACING (STEEL) - 12'-0 MAX FOR ALL XL PIPE �� ' �� �� I - QUICK RESPONSE UPRIGHT SPRINKLER HEAD 175° 15 -0 �MAx� FOR ALL SCH. 10 PIPE 60% ANTI-FREEZE AND RESIDENTIAL SIDEWALL SPRINKLER HEAD HANGER SPACING (COPPER) - 8'-0" (MAX) FOR PIPE 1" AND SMALLER % ,�ATF (MAX) IC. 10'-0" MAX FOR 1�J�" AND LARGER PIPE 2" ANTIFREEZE <j QUICK RESPONSE SIDEWALL SPRINKLER HEAD 6. COMMERCIAL SPRINKLER HEADS ARE TYCO MODELS "TY-FRB" QUICK RESPONSE SIDEWALLS AND UPRIGHTS. TO SPRINKLERS RESIDENTIAL SPRINKLER HEADS ARE TYCO LFII SIDEWALLS AND PENDANTS. QUICK RESPONSE RECESSED SIDEWALL SPRINKLER HEAD ' 7. HYDRAULIC DATA SIGN SHALL BE PROVIDED NEAR RISER. SEE HYDRAULIC CALCULATIONS. R S. FREEZE PROTECTION FOR ALL WET (WATER FILLED) FIRE PROTECTION PIPING SHALL BE p �+ [� TANK � +r~ V-7 10001000100010001000!00010001000 _ RISE FLOOR TO FLOOR E?CPANSION T" NK 000 000 000 UOO 000 C 0 OOU OOG 000 OGO 000 OUO O00 GOO 000 000 000 000 000+000 000 000 000 000 OOU 000 000 000 OOtl 000 U00 OOGI000 PROVIDED BY OWNER 2 GALLONS '-�, T FILLING CUP § I:� 9 PROVIDE TWELVE SPARE SPRINKLERS AND SPRINKLER WRENCH IN CABINET NEAR RISER. 1 �, 3'- .f MAIN RISER su PWATER � 10. BUILDING SECTION NOT PROVIDED. U �. TEE «�;ri 11. CONTRACTOR TO FIELD VERIFY ANY COMBUSTIBLE CONGEALED SPACES NOT SHOWN ON PLANS AND PROTECT GOO Goa ot�o 3G r o00 000 opo aoo 000�eoo 0001000100C10001000100010 0 ooa Goo 000 a { o0o Goo GooJaoo 000 0001000 0o WITH SPRINKLERS AS REQUIRED VATH A MAXIMUM SPACING OF 168 SQ.FT. PER SPRINKLER. § �,_ �^ 12. EXISTING DRY STANDPIPE IN STAIRWELLS WITH FDC ON EAST SIDE OF BUILDING. EXISTING WET FDC LOCATED OUT � -� �` �'� BY CHAMORIX ROAD, CONTRACTOR TO VERIFY VM TH FIRE DEPARTMENT IF IMET FDC REMAINS OR TO BE RELOCATED � � SYSTEM VOLUME = 35 GAL NEW SPRINKLER PIPE 13. ALL COMBUSTIBLE EAVES AND OVERHANGS AT TOP FLOOR TO REMAIN AS IS PER IVIIKE MCGEE FOR ONE YEAR. �J /� §� AT THAT TIME EAVES SHALL BE SPRINKLERED OR NONCOMBUSTIBLE FINISH PROVIDED AS REQUIRED. DRAIN VALVE �° � ® EXISTING If��G SPfZINISLER PIPS — 000 000 OCTSfa'O, u 0GG Oaa§000 aGO��iO 000 PaG O 000 a00 OGO 0001000000010001 .CO 0GC OCG GOa'COa QaC pOG 000 OU(` } 14. ALL OUTSIDE DECKS ARE NONCOMBUSTIBLE AND DO NOT REQUIRE SPRINKLER PROTECTION BELOW. ' �, "—k- _, - 2/2 APPROVED �-�, HYDRAULIC NODE 15. AI DTI-FREEZE SOLUTION 10 EE 60� PROPYLENE GLYCOL AND 40 Q '�/!�i ER FOR -60° FREEZING POINT. REDUCED PRESSURE e-1 BACKFLOW PREVENTER i C}J�l�IPJ Palm§zJ f0 --______ DRYWALL CEILING ouTSiGE — ATTIC ABOVE — i J'� r„ 11 f it NO SCALE DRAIN VALVE ( -9 ANT�-FTRE-E.,L "U'L I All i IAO%T0Iq I�� EDrE o C -ASPHALT �oF ROAD _ t 1 r„ o it f 0 1 \ 3/8" DROP IN ANCHOR 3f8" ROD CPLG 3/33 HILTI QUICK BOLT It FLOW TEST: FLOW TEST-_- 10% REDUCTION STATIC: 100 PSI STATIC: 90 P4! RESIDUAL: 92 PSI RESIDUAL: 83 PSI 0 r � ` FLOW: 1405 GPI'A FLOW: 1254 GPM !0 HANGER -7 IIL RQ,, 00 `f�CNd NO SCALE SPRINKLERS ?JM" 10 SYS tH 0) y Or ROAD may_ I� ` t,( !! r`,+ Ld �DIELECTRIC UNION 1 TO FUTURE �-� EDGE Or*ASPHALT "' �- 4 `- V) v 0 i U ® I I INSPECTOR7 S TEST 3 _ AND DRAIN VALVE 4" DOUBLE CHECK TO F IRE DET C( N DACKFL 11 PREN,J ITER lATE �_OW SNITCH W/S I G HT GLASS a U 3i BALL DRIP PRESSURE GAUGE ---tea E..PRESS DRAIN �J k J „ F3 � CHECK VALVE 1 � INDICATING VALVE ,�/ � ; SUPERVISORY SWITCH ! d �! I (J i/i S.{3G V,L�1E a � 3007 PRESSURE GAUGE 1 i1 S 4!'! H FLC�rd �'l1T C�1 / ; T IO-STORY r, COr 11WERCIAL BU ILD//VG n •- ANGLEE VALVE f ' (L ) p i , ) TO O n 1 l 1� e� C IIL.l a� r ao�9 T b \ FLOOR CONTROL VAL ( I 1 "� i $� I ER � i ,ki_L CISTFA,\ I P 1 f`�10 SCALE NO SCALE dot} 41f l — 70 /NORTH FRONTAGE ROAD n P.O.BoX 29550 Denver, Colorado 80229 303/428-0342 sYM OTY � SPRINKLERS PROJECT- + CONTRACTOR coNT 38 SIT ALA ALLIANCE ° t SCALE: 1» _ 10>_0„ d V6 � � �' 6 � DATE 9/,,8/,�; a F VAIL, COLORADO P.O.BOX 1855 k EAGLE, COLO 81631 SCALE AS SHOWN BY JR/PBM 41 y (970) 328-0303 j ° , TOTAL SPRINKLERS THIS SHEEP DESIGN NFPA 13 SHT n OF I' J 5'-10" 11'-0" ,, 5'-0" , 5'-0" , 11'-0" V-11" I r-. --_.-_.----------- - �. � 173 "' 174• `-175--- ---- - O � r— 169 170 � 171 17 II DOUCHE � � o 165 166 167 168 I !I _ • kI�k N fl k I I]?I I,'N p i E _-`�i t i!�I{ii 1 II 1 iII 1 f�® ' kU 1 q?T,'!'!,i♦i'f;I l$I'1 I a'i I I I I�I Ii''I'I,iI i I�_'�'iI i+,���-��{1 Ir Ir(Y�I�I_���,��'°__'_--.-_`_T''I I I'I�IL I�I,.I,i i I_�'I I 1 I��--)��_�"-.���.�vi;;+r I�I y�,f I�I I�i I I f M I T l i=�{I t(I l 1 I i I I l I f,1,I I r 5—`-_�/��z®`��.�-,_i!°-r�.M�34���n�°�i(�i I{L1_I�I''I f I I{1!t r�'��---�_—D.-_�I I I�,'I f'I I r1-(�—II I--�I 1(f_--�-----J��-T;I i'1�I I i 1'I=1!i I i!I I�—"_~-�-�-`��--�'T T c'd}5 is jI(#'?I a�jI i I ff I I�-�-�-----4-6-�C�i k��.'Iq i t i'°,.--_-+-�cr q�-f-•1 I-I i•I a,1�i�I 1 I�`w I I!I fI 1IIi I I 1��-�o-r__+`�----'-,--��-1�-i�1,�,F m�'I I 1 I�i f I 1 I I V'—�.--2.J�'!a 5-pJ-/���'1'°�IiI(I I I,;f 1 1 i I f i II(I�I 1 i�}l I i�I I!i 1{I 1!I 1 1 f I'i I 1�i i,"I'I f 1`°-2_°I I I.�-_--r-i i j_-t 1'6i�I I(_I i'I I I 1 I i I I f I I+�^t I i��I'-�2�'I t N_.1 I 1!1 1 I f 1 i;±!I i 4 I I-�~6!I,1 I 1�-mo�'1 ce-_`_%d��I 1 f I I�I I I(I i j!®"-—�.___I_.—._'G��j i!;1 I+1I I I I i`t I f—�_-I_'___'-�-"�I I___-;.;�!j I I I I I I1 i;I I I j 1I.—_—�_�1-_9/T L II"a)I�,I!I I�I i i i j i i.'�I I I�,.-___—I 1�;��"I 3 I,;i i I l I.I f i f I I I►!�I 1,—�T��i(I I I t i i I!_I 4 I I I—^�f__--`se_i t i�-I l I rI— -`_��,:�=I l:�-y F��t�o-_(��r 3'�'-__'J;T_{I!T i(1 i i 1 f!�I 1 I'i 1 I--—�_--�f I t�—_��-`��!1�(I I,t`i f I{i�(i I-_—_—-_��-_rC_��.i�I I I 1!i�I f�J�-�t�i I'�I'I�1 I����I�'i I I 1�I I I t I I I I(b 1t(1 I�I��"i.——_��z-,�;9�"_r'"_�',,�(������I�3_-_I!�L,'�j'I II I I I,f iI I—_-R_�_I_�a�1�,-_V f_I I A.°•I I 1(i I�I.~_`1�1 f 1-��1-f 1,i I i-�_����S--a°�IIIE!�II I I'i.?T.i I ti�j I I�,'j t��I��_/—`p-_E�_r§,+I yy�_V`^�.,�?�.i i S I!!i'--���_�`r i_'�C�`�.,�I'`��I I'i r i,I I.--E-_-z--%.--_-=�._-I_����`�-�-��E�j�f I 1 I!I—'f I'_"__i mI�I"-��!i�I I'(I-!�iI l r��'��I'I S--i-II-1i;I I I—�C��r�—�.13-i i I I I 1 I l IL_"--1I L;;f i!�=I�_Y"___�o.I,'��-_-_—�_�Q_O_.,I�i j I II'I I1�{I I(I I—�_�—T�._--�1'_--_�--'�(�i I'�II,1!lI',l��a i I�.�(f I t l�"ii�!.I 1 i I,iI(I I 1 I,'�II I I i I!�'i i�i��I f�(����i����'j I 2 I I i 1'I 1__—�__-��_��;.!i!t I iI 1+•__�-_'j't I�!�_�1I;!' -i�R`�.-11 I'`II I-_-,�-_--f-0:S�._-�.—�--�►}:�f I 1.�--�i I 1___��_=�.-�-_-=u1 I 1 I,I I1 tI_I I+-�1—�_-`®1-_v—=-_t_T����..i z,!I I(s 1 i II I I I I�A v•T�I`_.Ar_-°^r�C1�__�I l Y�i i i)1 i If�`,-;a 1�r—a,S;r�ii I f�1l1 I I�-�Ilf't Lt L,1��1���,�.I ii l t i I I{'1 i N�-�T(-T�.��fi--�_TI�c'—�'��I f;I I���.�.�`�•_�--__6��!�..,.--�1;��s�a 1 1_�r— 1_�.-r r_;I;-�•�_--q�1 1!{I(�I'I P(I°—--:".--i�r-Q i I�I� 2 R,.€I't;1;�ri'r'I 1 I+I• EL��.=M=O.-_�-�. .--�T!.I,i'--_T�=E AiI;�R1,f`'I r�E�,'.��i-�--3 n1--r��i i.•A EXISTING DRY 1Q 1313 SQ.F°,-�l Tp .a----I i 1rx�;Q I t I 1 I{i,1 I�✓IIr•`-rI°-2�8 tl�;+''a,�--����1--I l�i ii I i I'I 1._cN�1�y�o�I I C 1�t�;1�I'I FiRE DEPAW LIEN T , ; CONNECTION !I i I�I j _9-=-_1,i��1I I�I1f I)�I I,It'Ijjj�I;,I i,ii 1il�",i,I I(�i I N"''n`�,1.��"'�a�<,h.2 o I��I'°I 1`®-3-,:-!�i:2'',��';,;€-;���i I',i I�''��_b-���p kri�S__te--;,-rsf,w�..:�.C-�_-I II i���ai�,!I,;1 I{I t1 I i'I I i;1I I�I IiI�,�_--_i11�J.65—,"3 3—,,-a_-.—.-.-•_i:—I--,_II I'—--��<.'�I'�L��:I t fi�I I'I I 1 I I�i,i�'I i 1 _i--—�.—,�i_�I!!i��1 I 3I(!III•j I I—i 1 I I�\s I j E,I;i 1 f{ i}i s _'I�•�—�v 116,�-i II�f I I I i#i f�i I' 4 2 5 2 2 1 6 ,7- /s 6-0 j VEST.LOCK A ° �-j I LLE 1, I 'I /' _ t � (SU VEST. J 5 �7 h E" PIP ILO tt_ ° 00-3 6 c -'PR i I ?ABC',E THESE jC O EL�C�TELE 1 ' _ I i ! 4-1 11 14-6 -1 �-a 1 ROOM FP`I 1 30 EOU ROOM_ C7 6 If T C - 1% ` N I �R'' 13 8 L-0 4_0 � -6 cN i 1 C ��.1(14 M , R E '!S I i'ATI 01 ER^ SE EX % R �a R �G EXIT STAY P . ..- S PIAC E 2 3 X5 _ I SUIT cl� SHOP R co ©I a�-"SI 0d j Q-11 is f ' 2 �- ,f I I I I I (!` � �_9 r ° iI i I " _ 0 1� 1_/ Q ! I I ' ;1 j I !G af 11-2 11-2 11-2 � �1_2 6°✓5 1-2 !0- Q 110 -2; 2_111 1 i . 9 1�4 6� 1 3 1 8 1 i 5-�ca T T r -I! L3 I - L= _ 1 _. I ,- 2 .0 I�� ,75 )7 1—Q ` 0-8 I cv � e € I �1 I q 1 '!�i SI NO-AWA ,�5 Ell 7 I ` c If f 2045 SC.�t �4�GE f fF��L,M`CF % MGAL 7 A R !E !L REMOTE AREA �1 7' 6�Pl .15/.10@ 1096 S .F_1. 1 ,75 r-1 1% 1 — , '1 i f I I)I I1,�t'I�I i(I 11i?,1lI I�'l;da1 ; l i 1 I 1 i!!i f'i l'I I{�I f I (,1 l , >�= � =a i 9 C T" t 11/2�2 46 1,%a 1 1/2 `D 8-2 14-0 i 6 -2 I �17 TO FU TURE—1 t I i f� ' I! 5 123 60 't 7 I0124r �°r i , 2 i 2 KITCHEN R EMI OTE A�T T' ,L R1. �E . A .10/1531 SQ.F T . i'UTURE x WHIRLPOOL ;I KITCHEN ROOM S_ORAGE i 11/2 R' �0111TrAGTGP. TO 'irLD GVO�011'11T� EXACT CONDITION AND AREA OF ATTIC. 0 2 2 R S iLO PLAN S""ALE: 1 18 CS AT 1 This building is protected This building Is protected This building is protected by a Hydraulically Designed by Hydraulically Designed by a Hydraulicall Designed Automatic Sprinkler System Automatic Sprinkler System Automatic Sprinkler System Location 1 ST FLOO Location 1 ST FLOOR/LOBBY Location 1 ST FLOOR No. of Sprinklers 7 No, of Sprinklers 14 No. of Sprinklers �t';;...... 6 " 6 " Basis of Design Basis of Design Basis of Design 12'-6" 12'- 12 -6 12 - 4-8 1 DENSITY VAR GPMso Fr 1 DENSITY 1 DENSITY 1 0 GPM/.-o Fr 2 DESIGNED AREA. OF DISCHARGE 2 DESIGNED AREA OF DISCHARGE 2 DESIGNED AREA OF DISCHARGE 131 3 so Fr System Demand System Demand Demand F E P 0 Box 29550 Denver, Colorado 80229 303/426-0342 T 1 GPM DISCHARGE 1 GPM DISCHARGE 1 GPM DISCHARGE SYM QTY SPRINKLERS PROJECT: CONTRACTOR CONT - 2 RESIDUAL PRESSURE 2 RESIDUAL PRESSURE AT THE 2 RESIDUAL PRESS Q3-D438 � SPACE F URE AT THE E � ISEBASE OF THE RISER BASE OF THE RIS BASE OF THE RR � SCALE: 1 /3 f 1 f-0 9 G 100 3 HOSE /28/03 A e N 63 TYCO TY-FRB QUICK RESPONSE SIDEWALL BRASS 155 � a � An L LODGE AL NC MECHANICAL M , , VAIL, COLORADO P.O.BOX 1855 DATE g175 6 TYCO TY—FRB QUICK RESPONSE SIDEWALL, BRASS, 175• EAGLE COLO 81631 SCALE: 22 TYCO TY—FRB QUICK RESPONSE UPRIGHT, BRASS, 155' AS SHOW N 20 TYCO TY—FRB QUICK RESPONSE UPRIGHT BRASS, 175' B1 - 58 TYCO TY—FRB QUICK RESPONSE CONCEALED PENDANT, WHITE, 155'1177 `\Y1 DESIGN NFPA 13 (970) 323-0303 SHT � OF �j 187 TOTAL SPRINKLERS THIS SHEET 1 ;f s 1 a h�l �!1 1 1 j , ' f 1 r e ,'I I�I I I!I!I I I I i, ,!,V, " 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F(D'URTH FL( C-31R PLAN c� �C �L , i 4`�7 a It FFE P 0 Box 29550 Denver, Colorado 80229 303/426-0342 SYM SPRINKLERS PROJECT- CONTRACTOR CONT 03-D438 ���QANC� H q 5 TYCO TY—FRB ICK RESPONSE SIDEWALL, BRASS, 155° WEST VAL LODGE MICA DATE 9/28/03 aD 3 TYCO DS-1 QUICK RESPONSE DRY SIDEWALL, CHROME, 155° VAIL, COLORADO P O,SOX 1855 0 59 EALED RESIDENTIAL PENDANT, WHITE, 160 EAGLE, COLO. 81631 SCALE AS SHOWN, 5 Y1334) RECESSED RESIDEN 1AL SIDEWALL, WHITE, 155' ia A't 'I j Y iy t , iI (' F FG I I I�1 BY JR/PBM I ' S _ l'a_ — 4 if - I i i (970) 328-0303 f 5HT 5 OF 117 TOTAL SPRINKLERS THIS SHEET DESIGN NFPA 13 r' f 3 J// ty� ea pqa y I 1 I ( I 1 ( I I I I I I i i i THESE! 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STORisGE AREAS TO BE SPRINKLERED, 02-: �° ,?� a ATTIC AREAS TO BE UNSPRINKLERED, , " 0 ���� y[f df�1 "+ n E JyJ1 1 1 WASHER E LOCK WASHER 1 / I 3/8" DRIVE SCREW FOR 3/8" COACH SCRE,q (UP TO 2" PIPE) I This building Is protected IVY UUU JUI�I� 1 a" AND S�,iLALLFP PIPS \ s�1 r'?" COACW SC'p.Ew (? 1/2" TO G" PIPE 1/2" DRIVE SCREW FOR 11y u I iy�!I uulicuily Dc5lgncci /�'° – 6" PIPE ROD COUPLING k Automatic Sprinkler System [ » ,� �., ,as � r .9 sa as t'` (mss 5 { 3/8 EYE ROD FOR UP TO , P IPE ��—,�/8 A.T.ROD (UP TO 4 PIPE) Location L� PING 1/2" A.T.ROD (5,6, AND 8" PIPE; G t PIi G I I ;� � I,F -,-�' } � � r�i0. o, vprin,�,ter.� I 5 I "---- RING { Basis of Design --�-- I I 1 � 1 DENSITY 1� ca3a/sa Fr 2 DESIGNED 4REA Or DISCHARGE 5HDS snFr . 5 3 J F s t UNISIRUT NUT _ 3/8" EYE ROD T`(. 2 System Derncnd / 9a (1 f } i GRi✓1 DISCHARGE [�.3.6 �Pd3 DRIVE SCRE!V 78. (' 2 RESIDUAL PRESSURE AT THE 5 P5I J SASE 04� THE RISER 3 HOSE ALLO'1JANCC 100 caFa O U I ,I { a -----------------�----------------- _ t ' NUT �c tNAS H E R (T�(P 3) -i cLv�IS,°'1 ANGLE IRON OR PIPE s _ UNISTRUT ;A i - q r4 � � ' AI L V-p i SCALE � v0 SC L P 0 Box 29550 Denver, Colorado 80229 303/426-0342 1 SYM QTY SPRINKLERS , PROJECT CONTRACTOR CONT 03-D438 _ TYCO LFII (TY2596 CONCEALED RESIDENTIAL PENDANT, WHITE, 160° WE � �L ® �� � �� �"* �� '� DATE 9/28/03 10 TYCO LFII TY2234) RESIDENTIAL PENDANT, BRASS, 155° VAIL, COLORADO P.O.BOX 1855 262 TYCO LFII (TY1334 RESIDENTIAL SIDEWALL, BRASS, 155' EAGLE, COLO. 81631 SCALE a AS SHOWN '_T BY JR/PBM 11 t (970) 328-0303 I SHT a of 11 288 TOTAL SPRINKLERS THIS SHEET DESIGN NFPA 13 � (� I I I I I