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HomeMy WebLinkAboutF08-0012.pdf APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNS�F, D 0 � D O Project q: J Q � Building Permit ri; Sprinkler Permi[ #: � � 00� Z ` 970-479-2135 (Inspectlons) TOWNOF {'AIL � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal antl 75 S. Frontage Rd. must include ihe following. Permit application will not be acceptetl Vail, Colorado 81657 without this information: • A Colorado Registeretl Enyineer's stainp or N.I.C.E.T. Level III (inin) stamp. • Equipinent cut sheets oi materials. • Hydraulic calculations. • A State ot Colorado Plan Registration forin. • Plans must be submitted by a Registered Fire Protection Contractor. COMCILAC'1'OR INFOIi1b1A'PION Fire Sprinkler Contractor Town of Vail Rey. No.: Contact and Phone d's: 5/MPCEX 6 iNN61L "S cT� DlPy spI/3 3o�-35S'-aT� E-M211Atldress: -d. � i.�/q.j -�.�p/CX Ti�v1el/. ccr'1 Goniractor Signeture: �� ,� , �A,�Z„sls�,: _ t_ COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Sprinkler: $ 3 'J �/7/, pt� I ) � / Contact Ea le Count Assessors Office at 970-328-8690 or visit www.ea le-count .com for Parcel # �) Parcelri "LICi( f� IZICN O IJob Name:��,£ �- ✓y/!� Job Address /7y G.+e� � d?i�-� �0 8 ! L5 l Leyal Description Lo�: Black: I Filinc�: II Subdivision: � Owners Name:�a. � Y9�� I Address:(�N/ �� �✓M�to �l(S'J I �'hone: Q7o y79. 77SL I I Enginec+r'. �vlt F_ r ,�y q ici •r+ L AAdress: Phone: � Kc,a= �i.� �� � YV `c 7�.fLrN 3i�:i -3SS -O-+Ou Detalled I_ocatlon oi work: (i.e., (loor, unit q, bldg. #) � FlocwS I-�1 DetaileJ description of work: .� �G'✓✓�R'T W � SflQrNkL$�R SYSTEn'� !o Ari%/r=/�E'(iy�. - IWork Class: New ( ) Additlon ( ) Remoclel ( ) ftepalr ( ) Retro-fll ( ) Other (;p IType of Bldg.: Single-tamily O Two-family O Multi-family ( Commemial O Flestaurant O Othor O INu. of Cxisting Dwellinc� Units in this bulldinc�: I No. of Accommodalion Units in ihis Uuilding: Does a f-lra Alarm Exist: Yes O No O rDOes a Flre Sprinkler Syctem L=xisl'. Ves (�!� No O � I x �� s.sa..ri :.;: >,.i�l: l�{ i , � i ..sx:nFOROFFICEUSEONLY � :�- u-x.< . <.xf+ x�, a� . x:• e . ..x:..;+:.:e n I Other Fe�S, _ Date Received. � � Public Wa Permit Fee_ Accepted By: _ _ _ . �Y� anc ' Grou � � '�. � �-� � ^ fOVVPJ . i)I � �A.P Y P� - - - - - - _ - - - - � �Tn :: —— � ? n� ��vmimwmcd�.v�ounisrranin:osvuKrrnm.noc mraiarntt � I IIydraulic Calcnlatious Sul mary Lo�ge @ Vail - - -_— 174 Easf Gore Creek Drive VAIL, CO ❑• o•o• o•o •o •o .o •o •o •o•o•o• o •o •o.o•o •o.o•o• ❑ Area Occuonnev Des'enBaeis H ryirements I t" Ploor Storaige — OFI ]I 020/1 ,013 sq.ft. 126.G72 pei, 55021 gpm (�� NaJe 10 � 2 3'� PI. RzsiAential I3R OJ O/3 reeuote hcads 132.ffipsi, 30623 gpm (n� Nadc 10 3 5"� �I. Coaidor— Iilt Q l0/4 remote henAs 7 12_1R2psi, 35R9 gpm L Node � 0 O 4 4th �I. Rcsidential — 13R 0. 10/4 remote heads. 31779 psi, 165.52gpm @ Node 10 � W ❑• o.o•o. o•o •o . o•o•o.o•o•o.o . o •o.o•o •o•o• o .o � (.�!'N'U!7 �IL.L�Y� J GJ - U� � A✓Z(�ET 1� � /Ulo`lYZ � tycv „ �� 'e Fire & , � Security ti Simp/exGrinne// - , 7 6240 Smilli Rand �, Dcnver, Calornda 80216 � (307) 355-0500 r. __ ;i i�-- i', �I �� ���� I _` �u. � . . � � I � � V� � TOWN OF VAI� yd� aulic Calcu� ation �, od�e c� Vail 174 East Gore Creek I�rive �IAIL,, CO st O �" t0 � � °� � i'�" s`� '� , is r� a ° a �� � � � F�� ����,�'E�`Sri�},"g�'u��������. �� �,�,� � . ��� ���,�d�� � t�pr� � ' ° Job Number: 932900701 , ''"�" Re ort Descri tion: Ordina Group � � ��e- •- °' {�,( : . ; A $ .. .. _ ' .. _ . e�.r '.�",�i"�. 4�'�'-� q �` J �t�.'.�'"i-..sX��'�`+' �'��YaY'S'.. �% p6 � �e � ' � ' '� k � _ . . _..x:_.. � , ..., .. . .: . . . , �.. t. .. . ,. . ..... .. . .. .... .>.. x . ., . -; . � c .. - � G .}����' ��'`��,�``�..���.".'�"��-�,�._, ,:- �����. � ,�:�..� .w '���"���� .£`i Job Number posign En9ineer 932900701 Joe DiFulgentis Job Name Phone F� Lodge at Vail _ _ _ 720-941 -2237 _ 720-941 -2281 Address 7 S�ale Certifca�ion/License Number 174 East Gore Creek Drive 007 naa�ess z -- --- ---- — AHJ Vail Fire Depf City Stale Zip Code Job Site Vail CO 81657 Lodge at Vail �'"Fl7�:� �F.c„g:� �, w�m,�.' :� 'g'.a*_ r :.�tr�','o rti �::,.:s�wr�y e ,r-�.;•" .. � r �ys�v3;.•, sd-�"Y= 1 •."_ . .: �y. x � : $� ,: `� �.e. .r,.a . w`�;zc�fi�'avs,��` a <�? .. � �.�x�^i�z. 3x�u, . 5\' a°">�� � '�'�' ';.�,�v p��xY.,_� :�- a <1� .r4? 3 � .�:s z�' � � :���^r ( a�.: t' c .. �" l� Fi'"�Yk:°'�.N r i�.;,: v�f�. G��y s '�.Z: `z. '����;. �cr�. s.. � �'�..,cy�'z' � frK�t . , ?£�''t°v'�ai,2�xx �+'S �N' ro."F?��Zv �< s +z==e a . vY'^s �'? sf . ^',,. �t(. .4 eL ��'r S 4r .. zv?r ^ 4 ,..w ���s," � . :.,, , . �� ..,.. ,,. � o-, <�. ,...xi7�.,..,., ". t . ,„..n:,fi,, .e. ,��Firx^,c,,: a.. a-±.",�*,..�" �?�: .,.. t ::�" „�.?.�;>�:�,o'�.,'_z� ti;e,�.` > ,'ifs-;.�.�'-"c,� w�1��,.�T'f,e;��r,�-,;z,, }��,�: .,.:e';<,'.:;�-��,.. 4`;�-.:" .,`�v i�v�e�r„ iti r,'� .,.. :;�`.' s f"3hs {�r,r�m��a��e`-,',�:,: �ensiry Area of Applica6on 0.200gpm/fta _ 990.00ft2 (Actual 1013.06ft2) Mosl Demanding Sprinkler Da�a Hose Streams 5.6 K-Factor 17.40 at 9.654 250.00 f,o�erage Per Sprinkler Number Of Sprinkiers Czlculaled 130.00ftz 13 System Pressure Demand Syslem Plow Demand 126. 672 300.21 Total �emand —' —_._—"_"__— ___ _ ' _' ___— _ ' Pressure Result 550.21 @ 126.672 +24. 178 ( 16.0%) S� i � ' x � �� i,,.,.s" ;.�, .��> ` � „ �� ,� x� �'�� ,� ,' .;., ` ` _ , ,� � G:�r��k �'o�n� Egauges � ` � ` s � . : { ���� � 4�< Nocie Flow m I-lose Flow(c,�m ) Static si Residual(psil Identifier Pressure(psi ) K-Factor(K) Flow m 10 648.00 250.00 157.500 148.500 �.o�g�At�tail�(lf'Y,c�d , ; `` Supp(y' a€ Node 1 €� (64$�00. 25(1.00;; �i57:5(1�7, 14$c�Qf}j ; tl F � 200 ��.. :�» r ; "�� ; , - J-,,_��; 1 $0 _ � r=�=-�-; ' -T���—`�� 160 Static Pressure 157.540 � _-`��" � - • T``--'• 648.OQ 148.500 . r . �- � --�----t: @ �Y:_.^._.� � �1 �`��-� 4 ; � _�._-�. -- -i 140 — ' ,. __�_____.;;. �550.21 with hose streams °` ._ 1 �p OQ.21 � 126.67 � �. �' 10Q , � � � �' 80 � ,...,._�� ,I-� n. ` -�l `_�� ystem demand curv� �` � I� ` ' 60 +�- - �.; � � � � �_ � �t -�— ao 4. i r�'— _' � � � P � Q � �r � 4�0 � 6U0 �� 8�0 �� 14QD , l�later flow� 9pm /� O M . E . P .CAD , 111C. 'r9�� AUtoSPRINKOO VR5 v5. 2.6 03/25/2008 12 : 32 :57PM Page 1 � '� r�.�'�<k �.m.`A R b�,tA�,`�j^ Y °nK - � Y �`£ vr. ' t'�\ ,!` ^�'S' S�'P�'. �`�`�� " � � ���a ' �` ���� ` �`�� Job Number: 932900701 i��i� oa � � ° � � �' � .� � � � ��,�'� ���`�'� " � � ��Descr� on Ordi rou � R"�a�e�� o .r� v ' ?. . , . .E.. ,. < � r ..� �'a >�7�,.55,�� I � . ep � na .� � _ . �. � , . . . �� <, � � ' . �,� r Job Number Design Engineer 932900701 Joe DiFuigentis Job Name State CertificalioNLicense N�mbcr Lodge at Vail 007 Address 1 "--' ' "'---- � AHJ 174 East Gore Creek Drive Vail Fire Dept � Address 2 —'— —_... -- '—"'—____—__ _ _' _"_'_ Job Site Lodge at Vail ���Y Slate Zip Code Orevring Name Vail CO 81657 LodgeAtVaiICOPY.cad y,�„ .,,T � .,.� � .�*,Y �' 1+. ��".a�a.. ' � J r `�,!� '- �,G . YZ"' '.?s'.�9 `,. 'v. ' w : .. e v �,,;?a . . . . � . � 'z -'� Y�� i � ,.s".Z�.'C2�9P, v�. . 'uf:�"?C� s`� ' ,ayao � ':��". ) . (� ?� �� r N ,1."� '�. "i. a, c.�' "m. „'sX � . ; ri � , . �E�.��sS:f...� �_�,7�'� ..� .Y1.-`�,e:>. �x`u�.",erv��"��� e4 .i;a. �, a .x� -€j�2`� S,i,>'r...�{ ,x3� �Sa�',o{.,n.�.r*,.��','"S '3✓� c :FSPrIG{��Q` '��t�� �� ,.'?z''.,.�-����'�`y�"��?�.,,c�� �' -.a��,,-C1�v. '�ri . Sr'tg sa. 'i�,�?.se`�'�t,r� '',.� : c, c e �r .,, .f�.', . . R�a, m.ca ...r, ., .o ;�T . 3. . lfilx`, �.e ,-€� „S"sS�l� . �»�x�. . ��xy „� A!os� Demanding Sprinklet Data Occupancy 5.6 K-Factor 17.40 at 9.654 Ordinary Group II Hose Ailowanca At Source Densily Aroa of Appiiczlion 250.00 0.200gpm/ft2 990.00ftz (Actual 1013.06ft2) - -__ — ----- ----- --- - - — Additionai Hose Supplies Number Of Sprinklers Calculated Coverage Pcr Sprinkler Node Flow m 13 130.00ft2 AuloPoak Resulis: Pressure For Remote Area(s) Adjacenl To Most Remo�o Area i Tolal Hose Slreams 250. 00 -- - ___- — - System Flwv Demand Tolal Water Required Qnciuding Hoso Allowance) 300. 21 550.21 -- - - --- — - ...____. _.._— Idawmum Pressure Unbalance In Loops �.��� Mawmum VelocityAbove Ground I 38.45 between nodes 78 and 75 � A1aximum Ve!ociry Unde� Ground Volume capacily of W el Pipes Volumo capacily o( Dry Pipes 598.97ga1 ���S�}{ 'e ��? 4 ^s c �, A� ,; x,,,�. x � � c e -: : z > ' -i � s . 7> � r � + �, 1 F 4 l��� N Y : _ M � \ "� rC. . . , � :,:� ,. t r � .�... . .n<z. . :.,.,,�r. � .., s a , ,. r, . . � ._o .. < � . � `ti, .i. . �,"."� .Y._T., t,i .A . . . . . . �_. i . e � . Y � 4 . ,. `�`Y .. :: v , G+ Hose Flow Static Residual @ Flow Availabie � Total D�emand Required Safety Margin Node m si si m si m si si _ 10 250. 00 _ _ _ 157. 500 148.500 648. 00 � 150.850 550 21 126. 672 24. 178 LvE��t���rifa��1 'i t' �� s �s1' tS�a s� z v '`:c'' �� � y r,h.? ..: . .< �� , s,. Ymi '3 r� s-ee^� e>a ; ,. F � ,�x r ..4 Y� . ';�S'�`f 2';� , :Y;,:, . �'"e, � -.k =r�> si;-k t 7 >tg z. � �..,. � c�. „��, v r�?. M,.v. .�'C%'.� Aa��fi.. � 3�.;s ie,�,t Conlractor Number Ccn!acl Name Conlect Tille 007 Joe D PM - ---- -- --- -------- - .__..._. - - - - --- ---- --- _ -- -- -- -- - ---- ------ Con�raclor Nama Phona Extension SIMPLEXGRINNEt�L 720-941 -2237 ---- ------ -- — ----------- ada�ess i --___ _ -- -- ---------------------- , FAX '— ______"__ _ 6240 Smith Road 720-941 -2281 -- - ------ --_ __ ---------- - - ----- ---- - - - -- --- — _--- Address 2 E-mail jdifulgentis@,tycoint. com — - - ---- ---- -- — __ - -- ------- --------- ---- _-- - -- ----- _.. __ - ___...._ Ciry Stato � ZipCode Web�Sile Denver CO 8Q216 simplexgrinneli.com L, O M . E . P . CAD , Inc. `r9�� AutoSPRINKO VR5 v5.2 .6 03/25/2008 12 :32 :5BPM Page 2 � � ^�x^�^� g,' .., ,�� 4'`. , +, � � " � .�,12��' ..�+` �,�.;.� t' �e�p- a � .v .0 , .v. . �1�� � �$ ;�� �1�!` , C� ' ` Job Number: 932900701 Report Description: Ordinary Group � � Actual �'low NlirnirYiurn' Ftn�ti , K-�act�r C��ressure �� Device m m K si I � ��� Sprinkler 213 27.71 13.20 I 5.6 24.480 - -- i-- ---- - - - ----- Sprinkler 211 � 23.34 13.20 ' 5.6 17.376 _...- ---- - --- - - -- - Sprinkler 209�- 21 .57 13 .20 5.6 14.841 ---�--- -- t------ ---- -- Sprinkier 204 21 . 11 16. 80 5.6 14.208 Sprinkler 212 23.44 10.50 5.6 17.520 � Sprinkler _ 418 __ __ 26.36 __ ___ 14.40 _ _ __ 5.6 _ 22 . 151 _ , _ _ _ Sprinkler 210 21 .63 12 .00 5.6 14.923 -- - - - - -- - ---- ---- - - -_------ -- - ---- Sprinkler 203 19.31 12.30 5. 6 11 .895 Sprinkier 206 21 .47 16. 80 5.6 14.702 � Sprinkier 201 17.40 17.40 5.6 9.65G _ Sprinkler 207 20.20 12.00 5.6 13.011 _ Sprinkler 214 40.21 21 .60 5.6 51 .568 --- -- --- --- ----- ---- ---- - _ _ Sprinkler 202 16.44 12 .37 _�__ 5.6 8.623 _ �� Most Demanding Sprinkler Data � O M. E . P . CAD, Inc. +;�� AufoSPRiNKO VR5 v5.2 . 6 03/25/2008 12 :32 :59PM Page 3 �r ". £ wF � � <,,-� 5'� � t )^'�il�'v"�'�Y�w�`�'k`'N�S` `�m��.��r�'�.��`Fk- T�3��� � „ 'c-^., �' � {[� /� <���Gvu (3 '�+Y'{�� 2XG/y� Ye;�U�w4 ����'���.4'va�w1�Y$&'���vml�'���E�����e����Y�?�bbx��� .�tsr���. � Job Number. 93290070 � � � �.__.�,__� ._._._��_�_..-�._ _Q. Report Description: �tdinary Group � ► �___..�.s_,._..... .._ ,_.._.�,...___-°-___e. ,..._@�__. ..... _._._�T, , _..--.---°--- Node 'L' ievatiori FuoY Fittiri s - Pressure si �ischar e m 28 12'-0 E(2'-0) 56. 139 30 12'-0 PO 2'-0 , Tr 0'-6 27.400 _ 31 12'-0 PO 2'-0 , Tr 0'-6 19. 149 32 12'-0 PO(2'-0), Tr(0'-6) 16. 197 - -.........- - __ _-- - - - __ 36 12'-0 T 2'-0 15.459 r - ---- _----- ----- --- 40 12'-0 T 2'-0 17_894� - -- --- _ 56 -- 12'-0 T 2'-0 ------ 56.478 I _ _ 58 12'-0 PO(2'-0), Tr(0'-6)__ _ _ 24.699 ______ 59 --_ - 12'-0 PO 2'-0 , Tr 0'-6 ---- 16.293 � ------ -- _._.- ---- - -- _ 60 _ 12'-0 P0�2'-OLTr 0'-6) - --- --- 12 .7 0 - -- ---- _ _- 61 12'-0 T 2'-0 12.581 --- --.._... - -- - -- --.-- 73 - __- 12'-0 2T 2'-0 14.027 i - 74 " 12'-0 T(2'-0) - _- ---------- 15.076T _- - -- --- 75 12'-0 T(2'-0) -- - - 21 .817 ----- - -- -- _ 78 __ _ 12'-0 PO 2'-� _ 64.081 --- 83 _ 12'-0 E 1 '-0�__ 13.592 -- ,-_ 84 _ 12'-0 T 2'-0 68.35 � --- - -- -- 104 12'-0 2C(2'-0) - ------ -- ---- 60.471 -- - --- 112 - - - - - - ------- -- -- -- __ 12'-0 PO(2'-OZ Tr(1 '-0) 64.890 - --- - -- - --- ----- 117 --- _.__ 12'-0 T 2'-0) -- -- ----- --- 62_187 -- __ -- _--- - 128 12'-0 2T 2'-OL -- - - - -- 64.230 ' - �.. __...__-- --- -- - 132 ------ - 12'-0 P�2'-0), Tr( 1 '-0) ---- -- -- 66. 143 ' - --_-_- - 143 -- -- 12'-0 T 2'-OZ- ._.- -- -- - -- 64.228 r---------- - 154 � 12'-0 PO(2'-0), Tr( 1 '-0) 67 _072 (_ - - - ' . ....__ --- - 156 12'-0 T 2'-0 - - __ __----- - - - -- - -- -- - �-�- ----- - -- -- 65.753 ---- ----- _.. .- --- -- - ---- _ .__ 215 9'-0 S r, T 2'-0 69.220 - - -- ------ -- ----- ---- _ 166 12'-0 E (2�__ 67.892 __- --- - - - __.- . ...- -- -- - ---- 216 9'-0 S�r, �2'-� _ 69.268 167 ... . - . - 12'-0 EE( 1 '-0) -- + - 67.940 t.. _.- -- - -- - - _--- --- - 169 _ 12'-0 PO 2'-0 , Tr 1 '-0 �� -�- --- ... - __ 67_985 }_ - -- - -- -- -- . -___..-- ----- ---------.._- ------- 185 _ 12'-0 T 2'=0� -__ _ 67.805 --- 191 _ .._ . 12'-0 PO�'-0�, T� 0� .-- . . -- - -- 69.310 - -- - -- 196 -- 12�-0 T 2'-0� 68. 364 __ - - - -- -_. . 205 ( 12'-0 PO�-0�, Tr�'-� 70.570 - -- -- 208 �--- 12'-0 T 2'-0 - - 70.095 --_ - -- 231 I . _ ...--- 12'-0 T 2'-0 _ - -�- -- 71 .882- -- ---- - _� - -- _ _- - -- , 238 I 12'-0 PO�O), Tr 1 ' 0�_ I 73 .345 _ _ 279 _ 12'-0 T(2'-0Z -- _. - 73 . 127 -- -- -- _ __ . . --- 286 _.__ 12'-0 PO 2'-0 , Tr 1 '- __. - � -- - - _ - . _ - --�-� �� - _.. . 7�1.731 307 12'-0 PO 2'-0 , Tr 1 '-0 - _ - 76.008 _ i -- - . _ -- - -- --- - �� _�. � _ _ _ _ __ _ - - 313 ; 12'-0 T 2'=0)____ � 74.543 -----._._.. - -- ---- ---- -- - - - -------_ _ _ - -- --..._ ---- 318 12'-0 T(2'-�� --- ----- ---------- 75.051 -- - -- 319 � - - 12'-0 T 2'-0 � - 74.90£3 - - - 334 ( _ _ � L, ) -- - -- -�.. -- 76. 136 - - _- -- _ -�-- _.. - - _ _ __ 12 -0 T 2 -0 -- __. - -- -- - _ . 345 i 12'-0 PO�O�Tr 1 ' 0� _ __ _ 79.298 _... - - .- _- - - -- -- - - _ - -- - -- __ -- -- ... - - ----- 358 i - 5'-9%z LtE(3'-0� -- -- -- - -- 114.239 -- _... -- - ___.._ - -- 362 � 10'-8 mecT 16'-53/ ) 113.037 _ _.__ ___- __..._ _ _-.---_-- � __.__ ... . �---- � - 369 -_ _ 8=5 /< BFP - - - - 122. 576 _.. - __.. ._ ___ -- - _._. . __ _---- _ ---- --._._. -..._ _- --- 375 5'-9%z LtE�5' 6� _ 104. 186 _ _- --- -- -- - --- _.._ . . __ _ - __ 3761 7'-2% BV(7' 4%z ) - __ 102 .048 -_- - _ _..._-. - _- _._..._.__ - -- _-- 405 � . _ 8'-3% BV - 96.638 386 � 12'-0 Tr 1 '-0 , PO '-0 - -- -- -- --� ) -�Z .-- -- - - _.. _ 77. 365 - - _ _ - _-- - _-_ .- - 391 12'-0 2POL-O�Tr� 1 -6 _ 90. 990 - - -- - --..._ ...__ � , _. ___ -._ __ -- - ._....-- -- - -- - -._ _ _ __ .__-----392 � __ __ _- 12'-0 Tr(1 '-0), PO(2'-0) --______-- 80.534 ----._..__._..-- ------------- ------ --. ---- 399 ! _.. �?�-0 PO 2'-( 0), P0�5'-0) ___..-- -----._._._ . _ 78.441 ---- - -- _-- -- --- - --- _ - - - 407 _ 12'-0 2P0(2'-0), Tr( 1 '-6) _ 89.819 - t -- � � _. .. --- -- - - - ___ 409 -- - 12�-0 Tr 1 -( 0), PO(2 -0� -- -- j_ - _ 81 .659 -- - _ 410 , 12'-0 E 3'-6 _� _ 89. 631 � -- -- - - � - - _ . 422 A _ - 12'-0 3P0 5'-0 _ ___ .. . r �� - - -�- -- 79.000 � -- - __ - - -- _ -- - 429 � - 12'-0 T(5'-0 , TL 6) __. _ I_ 86.514 I _. ... ___. _ _-- -- -- - --- - _- -- _ _ _ _ _.._- -- _--- - - 431 ; _- -- � 2'-0 2T�5'-0)- -- -_._ --- -- � - _ 84_151 _ C ---- --436 � 12'-0 E 3'-6 T ---_ - - -_. . - - --- - ___ r - - - __ -- � ��- _ --- - -- -�_ - -- -- 79.034 - - -`�-Q$� __ 12 -0 2T(2�_ 84. 113 - __ - -310 4 33'-6 S r -- _ _.. 7.000 i ---- _ _ - -- ------- --- --- -� . __.. - 556 , , �_ __ _ _ __ -- - s� -o �2 oL- - - - _ o:000 __ _ __ __ -- ---- 311 -33,-6 S�r _ i 7.000 -._. -- - -- - --- --- --- - _-- F - --- -- - _ _ __ _ - - - _ .. --- - - - -- _ _ _ --- - 593 � 34'-0 T(2'-01 _ � 0.000 -- __ _.___ - __- -- 9 28'-4'/2 - -- - _..___ __ i 0.000 - - - -- --_- -- - -_-_ _ - - - - ----- --- - ----..._-- - 6 2F3'-4%z � 0.000 - --- ---- -- - -- ----- - ---- ---- - _ ___ _- - --- ------ -- --- 1 L 28'-4Y2 0. 000 --- -- ---- -- --- -- __ - ----._.__.._. � 28'-4%z ,---------- -- - --- --- -- i 0.000 --- -- -- --- A : _._._ . 28'-4%z -------- -,--- -- --- 0.000 --- -----r- - -- --- ----- -----�---- - -------- --- -..-- ------------ 5 ; 28'-A%2 � 0.000 - ------- __._... .._ ---._..----- - - -- _ _ _ -------- - ----- - - ------ 8 28'-4%z 0.000 -- _-- ---- ----- ----- --- - --- ---------- --- . ..--- - ----_ - -- 2 ! 28'-4%z 0.000 - --- - - _-- - -�, -- --- - -- -- -. ._.. - - ---- --- . __� _- 28 -4/z - _ _.._ _ - 0.000 - - -- - --- -- - - - - - __ --- --- ---- __- -- - _ - ---- 2131 _ ----- -9� � SPr�-24.480 ---- ---- --�- -_ _ 24.480 -- - 27. 71 -- --- � O M . E . P .CAD, Inc. �,�� AutoSPRINKO VR5 v5.2 . 6 03/25/200£3 12 :33:OOPM Page � . . .. , �� . � � �"`"�;°` �',�,��, �� � �..�"� �``^ia�ze=� �� ��„.��,� . : � a:� �.3� vr� f � � r'�a��` : �����'.-���,��� � �, �' z ,� ,���� Job Number. 932900701 , , , . - ,-- � , Report Des��ip�iori : Ordinary Gri�up 11 t�oae " �ievatirrn �oi�t' � Fitt�n s P�� pressure si� Dischar e ������_-���.A���.� . _ _ 211 __ 9'-0 S r -17. 376) 17.376 23.34 209 _ 9'-0 S r -14.841 ) 14.841 21 .57 -- 204 9'-0 S r -14.208 - - 14 .208 21 . 11 -- - --- - --- 212 12'-0 S r -17.520)_- --_-_- --_- 17. 520 23.44 . 418 --- 9'-0 S r -22. 151 -- 22 . 151 ;- --- - 26.36 - -- - --- 210 9'-0 S r -14.923�_ _ __ 14.923 21 .63 --- 203 9'-0 S r -11 . 895 __ _ 11 .895 19.31 - - - - - ---- -....----- _...--- - 206 _ _ _-__ 12'-0 S r - 14.702LT 2'-0 ---- -_-_ -- 14. 702 � 21 .47 201 _ _ 12'-0 S r -9.654ZP0 2'-�r 0'-6 9. 65A 17.40 _ 207 _ 9'-0 S r -13.011 13 .011 20.20 - ------- _ 214 9'-0 S r -51 .568 , T 2'-0 __ 51 .568 40.21 --- -- 202 12'-0 }-�S r -8. 6�------ - --_- —_ 8. 623 - -- 16.44 -_---- - - � � --- -0'-93/< I � - -- — ---- - - 126. 672 ---- 300.21 ------- �M, O M. E . P . CAD, Inc. i;�� �ufoSPRiNKO VR5 v5.2 . 6 03/25/200H 12: 33: OOPM Page 5 � �� � � �� � ���, �, , u � � ��-� ������ ^���,��.� ������ �� > ��������;,������(S'� ���``������ y Job Number: 932900701 � , � �� ���z�a:�. a�� 4 � , ,_. . _ Repert Description: Ordinary Group � � F`_s�� -1`y�� Di�nrf;er _ F��ruv Velr�citv I�i`v?!C Fnction Loss Cer� �yfi{ro F;�t���ro�• �• Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th � e s a e a ROUt@ 1 a e a e • FM _ 0. 9950 Q=33 . 84 13. 96 C=150 0.294796 7'-11 '/< Pf 2.927 201 12'-0 q= 17.40 K=5.6 9.654 Spr(-9.654) 2'- Pe 61 12'-0 12.581 T 2'-0 9'-11 % Pv FM _. 0.9950 Q= 16.80 6.93 C=150 0.080691 13'-11 Pf 1 .446 61 12'-0 --- - 12.581 - - - - 4�- Pe 73 12'-0 14.027 E 2'-0 , T 2'-0 17'- 11 Pv FM 0.9950 Q=37.00 15.27 C= 150 0.347652 3'-0% Pf 1 .049 73 12'-0 - -- - - 14.027 -- --- Pe 74 12'-0 15.076 3'-0'/ Pv FM 0.9950 Q=58.47 24. 13 C=150 0.810636 8'-3'/n Pf 6.741 74 12'-0 - --- - 15.076 Pe 75 12'-0 21 .817 8'-3'/a Pv FM 0. 9950 Q=93. 19 38.45 C= 150 1 .919921 20'-0'/ Pf A2 .264 75 12'-0 - -- - ---- 21 .817 ---- -- -- - 2'- Pe 78 12'-0 64.081 PO 2'-0 22'-0'/< Pv FM 1 .9590 Q=93. 19 9. 92 C= 150 0.070872 9'- pf 0. 809 78 12'-0 ----- - 64.081 --- - -- 2'- Pe 112 12'-0 64.890 2Tr 1 '-0 11 '- Pv FM _ 1 . 9590 ____._,____ Q= 106_40 11 _33 C= 150 0.090574 10'-1 Pf 1 .253 112 12'-0 64. 890 - -- - - - 3'- Pe 132 12'-0 66. 1G3 3Tr 1 '-0 13'-1 Pv FM 1 . 9590 Q=11H.3II 12.60 C- 150 0. 110332 6 - Pf 0. 929 -- - � 132 12'-0 - -- -- 66. 143 - --- - __ - 2'- Pe 154 12'-0 67.072 2Tr 1 '-0 8'- pv FM 1 .9590 Q= 124. 96 13 . 30 C= 150 0. 121949 6'- Pf 0.913 154 - - 12'-0 - -- --E7.072 ---- -- - 1 '- Pe 169 12'-0 67.985 Tr 1 '-0 7'- pv FM __.,,,_ 1 .9590 Q-126.77 13.49 C=150 _ 0. 125244 8'- Pf 1 . 325 169 12'-0 ------- - - - _ 67. 985 - --- --- 2'- Pe 191 12'-0 69.310 2Tr 1 '-0 10'- Pv FM _ _ 1 . 9590 Q= 132_64 _ 14. 12 C= 150 0. 136188 7'-3 Pf 1 .260 - ------- --- --... 191 12'-0 -- --- -- --- 69.310 2'- Pe 205 12'-0 70.570 2Tr 1 '-0 g'- p� _ FM __ ._ 1 .9590 Q= 136. 69 14. 55 C= 150 ___,____ 0_143970 _ __ 10'-3'/< Pf 2 .775 - -... _...____- - - . --- 205 12'-0 70. 570 g'- pe 238 12'-0 73.345 2E 3'-6 , 2Tr 1 '-0 I 19'-3'/o Pv _FM _ _ 1 . 9590 Q= 143_92_ 15. 32__ C= 150 0. 158374 6'- Pf 1 . 386 238 12'-0 - - - - 73 . 345 2'- Pe 286 12'-0 74 . 731 2Tr( 1 '-0 8'- p� _FM _ _.- --_ _- _. -__ 1_9590 _-__- _ _- Q=1�1 . 52 16_13 _ _ C 150 __-_ 0. 174189 - -- _ _ 5'- Pf 1 .277 286 - 12'-0 74. 731 2'- Pe 307 12'-0 76.00� 2Tr( 1 '-0 7'- p� FM 1 .9590 Q= 159.79 17.01 C- 150 0. 192197 15'- 1 %2I Pf 3 .290 ---- ---- ---------------- -- - -- ---- -- - - --- - . -- ' 307 12'-0 76. 008 2'-01 Pe 345 12'-0 79. 298 2Tr 1 '-0) 17'-1 /2� Pv F345 __- -----._-.-- 12 O90 ___--- Q°169. 91--------- 18. 09 _ .___- C=150 _ 0.215303-- _ - --- 5'- Pf 1 .236 ' 79.298 Pe 392 12'-0 80. 534 5'- Pv FM _ _ _ 0_9950 __ Q=36. 67 _ __ 15. 1,3.___ _ __ C= 150 _ _ _ _ __ ___ 0 . 341885 26'- Pf 10.456 392 12'-0 80. 534 PO(2'-0) 4'- Pe 391 12'-0 90. 990 PO 2'-0 30'- Pv _ FM __ _ 2.4350 Q=300 21 20. 6II __ C=150 _______0.213966 ___ 10'-11 Pf 4.049 391 12'-0-- --- - -- - - 90.990 8'- Pe 1 . 599 405 8'-33/< 96.638 2E 4'-0 , BV 18'-11 Pv MS--_ _- ________ _ 2 . 1570 Q=300.21 26.36 _. _- C=120 ___ -0_583482 _- __,___ _ __ 1 '-1 Pfi 4.941 405 8'-3% ----- - - - - - - 96. 638 7'-4'/� Pe 0 .470 376 7'-23/ 102.04II 2f -0.000 , BV(7'-4'h 8'-5%2 Pv CM . _ 2. 6350 _ ._ __ _.. Q°3U0 .21 _----- 17. 66 ---- .-- C= 120 _._.__._.. _ 0.220128 _------ ---- 1 '- Pf 1 . 522 376 7'-2'/ 102.048 5'- Pe 0. 617 375 5'-9%2 104. 186 LtE 5'-6 6'-11 Pv D375 -. . _.. 5 -9h� --- - - Q=300.21.___ 28. 70 -_ C-120 ___ 0_718074_._ _ 0'- Pf 10.053 -��- -- , ' 104. 186 14'- Pe 358 5'-9'/ 114.239 CV 11 '-0 , LtE 3'-0 14'- Pv _CM _ _ _ 2 6350 ____ __ _Q-300.21 _ _ 17. 66 C= 120 0.220128 4'-10% Pf 5.905 _ __-- -------- ------ - 358 5'-9%z 114.239 21 '-11 %2 Pe -2. 107 362 10'-8 118.037 L.tE 5'-6 , mecT 16'-5% 26'- 1 Pv ST 4.2600 Q=300.21 - ------- 6.76 ..___ .___C=120 __ _------ 0_021215 - ---- 99'-10'/2 Pf 3 . 571 362 10'-8 118.037 68'-5'/ Pe 0.967 369 II'-5'/a 122.576 3E 13'-2 , CV 28'-11 %a , BFP 168'- Pv _FM -- _ _ --__H.3290 _ Q=300.21 1 . 77 C= 120 0.000810 .._.__ _ 52'-9% Pf 0.087 _.. _..______..__._.._------------- --- -- -- ------- - - - 369 8'-5%4 122 .576 54'-2 Pe 4. 010 10 -0'-93/ 126.672 E 22'-2 , 2LtE 16'-0 , S 106'-11 '/< Pv [1, OO M. E . P . CAD, Inc. +;� AutoSPRINKO VR5 v5. 2. 6 03/25/2008 12 :33:02PM Page 6 . . � a �` x'k �e-�*R.�c' � '��:s�.`..tr `����"��y'!�,�.���ty.#'„k."<�ix�.�k� x51W.�: � � �� � Job Number: 932900701 ��� � � ��`�`�� `�. ` ..�����k�`;��f�'���`�e$��� - Report Description: Ordinary. Gr.oup � I ��i e T e Diametep " Fli�w VeloCitv = , �iVu"C F�rictien Loss `"��-��i;►tg�h ` Pressur��' Downstream Elevation Discharge K-Factor P4 Pn Fittings Eq. Length Summary U stream Total Len th � eaeeoRoute2oaea • FM 0. 9950 Q=16.44 6. 79 C=150 0.077554 10'-9'/s Pf 1 .031 202 12'-0 q= 16.44 K=5. 6 8. 623 Spr(-8.623) 2�- pe 201 Route 3 12 � 9.654 E 2'-0 , Tr 0'-6 � 13'-3%z Pv � . e > oo 000 . o DR _ 0.7430 Q= 19.31 14.29 C= 150 0.433026 3'- Pf 2 . 165 203 9'-0 q=19.31 K=5.6 11 .895 Spr(-11 .895) 2'- pe -1 .301 60 12'-0 12 . 760 PO 2'-0 5�- py FM ._ 0.9950 Q=36.36 15.00 C= 150 0.336568 10'- Pf 3.534 60 12'-0 12. 760 � 0'- Pe 59 12'-0 16.293 Tr 0'-6 10'- Pv FM __ _ 0.9950 __ _ Q=57.99 _ 23.93 C= 150 0. 798335 10'-0'/< Pf 8.406 59 12'-0 _ - 16.293 - - -- -- 0'- Pe 58 12'-0 24.699 Tr 0'-6 10'-6% Pv FM _ _ 0.9950 __ Q=84.35 34.80 C= 150 1_596624 17'-43/< Pf 31 .779 - --. -- - ---- -_ _ - 58 12'-0 24. 699 2'- pe 56 12'-0 56.478 Tr 0'-6 , T 2'-0 19'-103/ Pv FM _..__ _ 1 .9590 _ Q=166. 80 17. 76_._ C= 150 0.208086 9'- pf 1 .873 56 12'-0 56.478 --- - Pe 84 12'-0 58.351 9'- Pv FM _ _ _ ___ 1 . 9590 Q=207. 02 22.04 C= 150 0.310296 6'-1 Pf 2. 120 - ----- __-_ .- -- __ -- - -----__ ---- ..._-- - 84 12'-0 5II. 351 pe 104 12'-0 60.471 6'-1 Pv FM 1 . 9590 Q=193 .81 20. 63 C= 150 0.274657 6'-3 Pf 1 . 717 ---- -- - - ----- _ ---- -- ---- - ---- 104 12'-0 60.471 pe 117 12'-0 62 . 187 6'-3 Pv FM 1 .9590----__ Q= 182 . 13 __ 19_39 _. __ C= 150 0.244843 _ __ -----_- 8'- Pf 2.040 117 --- 12'-0 62. 1II7 Pe 143 12'-0 64.228 g�_ p� _FM ___ --- - 1 .9590 _-- Q= 181 .83 --- 19. 35 -- - C= 15Q_.-_---_-_ _- 0.244084 __ 6'- Pf 1 . 526 143 12'-0 54.228 Pe 156 12'-0 65. 753 g�_ pv _FM __ 1 . 9590 _ Q= 175.25 18.65 C= 150 0.?27990 9'- Pf 2 .052 156 12'-0 --- -- 65. 753 - ---- ---- Pe 185 12'-0 67. 805 9'- Pv _FM 1 . 9590 Q= 173.43 ___ 18,46 C= 150 0.223644 __ _ 2'- Pf 0.559 -- - ------ - ---___ - -- -- - 185 12'-0 67. 805 Pe 196 12'-0 68. 364 2�_ p� B� _ 0. 9950 ______ Q=5.87 2 .42 C= 150 0.011544 77'- 11 % Pf 0.946 196 12'-0 _ --- 68. 364 - - T�2, 0� - ----- 4�_ Pe 191 12'-0 69. 310 PO(2'-0 81 '-11 "'/< Pv � eoe < oRoute4aooae DR OJ430 Q=21 . 11 15.62 C= 150 0_510369 ____ __ 3'- Pf 2 .552 - -------- ------- ------ - - --- - ----__ 204 9'-0 q=21 . 11 K=5.6 14. 208 Spr(-14.208) 2'-0 Pe - 1 .301 36 12'-0 15.459 T(2'-0) 5'- Pv FM___-- _---_ _-0_7430 _..-_- Q=11 .28 8. 34 C= 150 0. 159989 14'-2% Pf 2 .435 --------- - -- __- --- _ - - __. ._ .... - - -------... . --- -- 36 12'-0 15.459 1 '- Pe 40 12'-0 17. 894 E( 1 '-0 15'-2% Pv _FM 0. 9950 Q=34. 72 14. 32 __ C= 150 _ 0. 308986 10'-8% Pf 3.923 40 12'-0 - - - -- ----- - - 17. 894- -.- _ ._ -- --- -- --- 2�- Pe 75 12'-0 21 . 817 T(2'-0 12'-8'/< Pv ° ° ^ a � Route50B • aa _BL __ _ ___ _ 1 .05b0_ _ _ Q=21 .47 7.88 C=150 0. 095520 1 '-11 Pf 0. 374 -- _ --_ -------___...- ----- - -_ ---- , 206 12'-0 q=21 .47 K-5.6 14. 702 Spr(-14.702) 2 - Pe 74 12'-0 15. 076 T(2'-0 3'-11 Pv 008 � ^ Route6 � a � • < DR _- _ 0_7430 _____ Q=20.20.- - _ 14.95_-- -_ -_C=1_50 .__--_- _ ____ 0.470469 __ 3'- Pf 1 . 882 207 �� � 9'-0 q=20. 20 K=5. 6 13 . 011 Spr(-13.011 ) I 1 '- Pe -1 . 301 83 12'-0 13.592 E 1 '-0 4�_ p� _FM 0. 9950 Q=20.20 _ C= 150 0. 113461 1 '-1 Pf 0.435 --------- -- __ _ _ 8.33 -..._..._----- --- - II3 12'-0 - _ - -13 . 592 -- -- _ 2�- Pe 73 12'-0 14.027 T 2'-0 3'-1 Pv a ° � ° eRoute7 � a00e -----__ Q=21 _57 --_- 15.96 G-150 0. 531378 ___ 3'- Pf 2 .657 DR 0. 7430 209 - --- -- - 9,-0 q=21 . 57 K=5. 6 - - 14. 841 - - -- Spr(-14.841 ) 2'- Pe -1 . 301 32 12'-0 16. 197 PO 2'-0 5�_ pV FM __ _ 0.9950 _____Q=31 .41 12.96 C= 150 0.256714 11 '- Pt 2.952 32 12'-0 -- -- 16. 197 -- - ---- ----- 0'- Pe 31 12'-0 19. 149 Tr 0'-6 11 '- Pv FM _ 0.9950 Q=54.75 .__ 22.59 _ „_ C= 150 0. 717748 _ ___ _ _ 11 '- Pf 8.251 - _ - ----- ----- -- 31 12'-0 19. 149 0'- Pe 30 12'-0 27.400 Tr 0'-6 11 '- Pv �M, O M . E . P .CAD, Inc. '+?�� AutoSPRINKO VR5 v5.2. 6 03/25/2008 12 :33:0?PM Page 7 , �� ��� �%� �� � �y�g �lc'� ��{(��1�}����� ����3������ Job Number: 932900701 - ����{����'s���a✓4,'f��.��`k�a��'+.`�t^a�'�t;+f3.�a$��.sY���.,�.l�i'i','�..��+e�' -. , �n - - - . .ReportDescription: Ordinar,rEreuw , � � . � .._�.�,...e-.-�-�,.4.�0..�� _�.a�_ �-. T F�ipe 1`ype Diameter - F`I�w 'Jelocit� rllr�,t Fri<„t€or�` Loss 's.ength Pressure Downstream Elevation Discharge tC-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th FM __ 0.9950 __ Q=82.46 34.02 C=150 1 .531042 16'-3'/< Pf 28• 738 30 12'-0 27.400 2'- Pe 28 12'-0 56. 139 Tr 0'-6 , E 2'-0 18'-9'/< Pv FM _ 1 . 9590 Q=82.46 8. 78 C=150 0.056517 6'-0 Pf 0.339 28 12'-0 56. 139 Pe 56 12'-0 56.478 6'- Pv � a • OOBRoute8 • � � • • DR 0.7430 Q=21 .63 16.01 C=150 0.534103 3'- Pf 2.671 210 9'-0 q=21 .63 K=5.6 14.923 Spr(-14.923) 2'- Pe -1 .301 59 12'-0 16.293 PO 2'-0 5'- Pv a > • a • Rou4e9e • • • • DR 0.7430 Q=23.34 17.27 C=150 0.614821 3'- Pfi 3.074 211 9'-0 q=23.34 K=5.6 17.376 Spr(- 17.376) 2'- Pe - 1 .301 31 12'-0 19. 149 PO 2'-0 5'- Pv mAmm � Route10 � � • e • FM 0.9950 ___Q=23.44 9.67 C=150 0. 149417 0'- Pf 0.374 - - _..._...._. 212 12'-0 q=23.44 K=5. 6 17.520 Spr(-17.520) 2'- Pe 0.000 40 12'-0 17. 894 T(2'-0) 2'- Pv OO • aaRoutel1 � � � � 0 DR __ 0. 7430______ Q=26.36 _ 19. 50 ___ C=150 ___ 0.769655 _ 3'-0 Pf 3.848 418 9'-0 q=26. 36 K=5.6 22. 151 Spr(-22. 151 ) 2'- Pe -1 . 301 58 12'-0 24.699 PO 2'-0 5'- Pv • � � aaRoute12oOe • 0 DR ___ 0. 7430 ___ Q_27. 71 20.50 _ C= 150 0.844208 3'- Pf 4.221 - -_ __._ q_27.71 K=5. 6 ---- -- - 24.480 - - -- - 9pr(-24.480) 2'- Pe - 1 .301 213 9'-0 30 12'-0 27.400 PO 2'-0 5'- Pv � eOa • ORoute13 � � • � a FM 0.9950 Q=40.21 16.59 C= 150 0.405576 17'-5'/ Pf 8.083 214 9'-0 q=40.21 K=5. 6 51 .568 Spr(-51 . 568) 2'- Pe - 1 . 301 84 12'-0 58.351 Tr 0'-6 , T 2'-0 19'-11 % Pv � � a � � • Route1400 • • 0 FM __ __ 0.9950 ____ Q=9. 83 4.06 _____C=150 _ _ OA29952 _______ 16'-1 '/ Pf 0. 738 36 12'-0 15.459 8'- Pe 32 12'-0 16. 197 3E 2'-0 , PO 2'-0 , Tr(0'-6) 24'-73/ Pv � • a • a • Route15 • aa • a FM .--- ___ _- 0.9950 ..-__-- -_-- Q_13_21 _ 5.45 _-__, C= 150 . - _-.__--_-- 0_051733 - _, --_-i 77'-11 %< Pf 4.420 104 12'-0 60.471 C(2'-0) i 7'- Pe 112 12'-0 64.890 7Tr 0'-6 , PO(2'-0 85'-5'/< Pv - OeBS � Route16 � • � • • FM 0.9950 Q= 17. 04 7.03 C= 150 0.082864 I 1 '-73/< Pf 0. 178 - --._.._ ---_... _ _---- --- -- ---- - -._._._..---- ------- -------- 61 12'-0 12 .5f31 0'- Pe 60 12'-0 12 .760 Tr 0'-6) ; 2'- 1 '/< Pv � ° • a • ORoute17 � • • aa _, FM _ 1 . 9590,_______ Q=130.30 _ 13_.87 C= 150 ____ 0. 131766 9'- Pf 1 . 229 ___-- -- -- ---- - -- _ _--- --- - 334 12'-0 76. 136 - -- Pe 386 12'-0 77,365 9'- Pv FM 1 . 9590 Q= 100 .56 10 . 70 C = 150 0.081589 7'-2'/ Pf 1 . 076 ---------- --- - --- - --- ---....-------._._-- ---- ------..._ ____... _- ------- --__._...__._ __ _ 386 12'-0 77.365 Tr( 1 '-0) 6'- Pe 399 12'-0 78.441 PO 5'-0 13'-2'/< Pv _FM 1 . 9590 Q=73 .82 7. 86 C= 150 0.046060 6'-1 %2 Pf 0.559 - _ .._. - ---- -------- -- --- - _ __ __ --- -- --- ------- __ ____-- 399 12'-0 78.441 6'- Pe 422 12'-0 79. 000 Tr 1 '-0 , PO 5'-0 12'- 1 %2 Pv FM 1 .4810 Q=59.32 11 .05 C=150 0. 119992 54'-1 %2 Pf 7. 514 -- - - --- - -- - -- - --- - ---- ----- ---- - ------.. -- ----- - - . .. . G22 12'-0 - - - - 79.000 - - . . ._._ . _. 8'- Pe 429 12'-0 86. 514 5Tr 1 '-0 , T 3'-6 62'-7%z Pv FM 1 .9590 Q= 175 .28 18. 66 C=150 0.228059 6'- Pf 3. 117 ---- -- - --- - ---- _ _------------ ----- -- -- -------_ ----- - _ --- ------ 429 12'-0 86.514 - -- - - -- 7'- Pe 410 12'-0 89.631 2E 3'-6 i 13'- Pv FM 2.4350 Q= 175.28 12.08 C= 150 0.079069 0'- 10%Z Pf 0. 188 _--- ---. ._..._- ---- - -- ----- - ----- --- -- - ------._....--------- ----- _-- 410 12'-0 89.631 1 '- Pe 407 12'-0 89. 819 Tr 1 '-6 � 2'-4'/2, Pv FM _ _--- 2.4350 .-_- ._. Q=233. 80---- 16. 11 C=150 __ _ _ _ _0, 134733_----._ _.__I 7'-2'/ Pf 1 . 171 407 12'-0 89.819 1 '- F'e 391 12'-0 90.990 Tr 1 '-6 8'-8'/< pv � � � � � RougelgOOOa • FM _ 0. 9950 Q=29.74 12 .27 G-150 0.232105 52'-8'/z Pf 13. 625 386 12'-0 77.365 PO(2'-0) 6'- Pe 391 12'-0 90.990 4Tr 0'-6 , PO 2'-0 58'-8%2 Pv � Oe � � Routel9emaaa FM 1 .9590 Q= 14.51 1 .54 C= 150 0.002270 6'-4'/n Pf 0.034 -- - . - .. ..__------ -- 422 12'-0 79.000 PO(5'-0) 8'- Pe 436 12'-0 79.034 E 3'-6 14'-10% Pv $� O M. E . P .CAD, Inc. `+�� AutoS�'RINKO VR5 v5.2 .6 03/25/200II 12 : 33:02PM Page 8 � � .�r �,�a`�' � �o-%�< �, :����; ° � � ����41���``��,�������s��� Job Number: 932900701 ��, � � � " . . . . , , . . _. _ .;.... . . .�epor� Description: JFdir�ary Group II . Pi e �' e UiarneteF �f�i�w � Ve€ocit � HWC � ���Friction Loss � �'T�engfih Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings ' Eq. Length � Summary U stream Total Len th ' FM 0.9950 Q= 14.51 ___ 5.99 C= 150 0.061495 73'-7'/< Pf 5.079 436 12'-0 79. 034 g'- pe 448 12'-0 84. 113 2E 2'-0 , 6Tr 0'-6 , T 2'-0 82'-7% Pv FM ___ 1 .9590 __ Q= 14.51 1 .54 C=150 0.002270 g'- pf 0.038 448 12'-0 84. 113 7'- Pe 431 12'-0 84. 151 2Tr 1 '-0 , T 5'-0 16'- Pv FM 1 . 9590 Q=115.96 12.34 C= 150 0_106199 16'- Pf 2. 363 431 12'-0 - -- -- 84. 151 - -- --- 6'- Pe 429 12'-0 86.514 Tr 1 '-0 , T 5'-0 22'� Pv • Bea • Route20a • � • > DR 0. 7430 __ Q=1 . 81 _ 1 .34 C=150 0.005446 3'- Pf 0.027 166 12'-0 67.892 --- - -- - 2'- Pe 1 .301 215 9'-0 69.220 T 2'-0 5'- Pv FM ___ 0.9950 _____Q=1 . 81 _ 0.75 ______C= 150 ___ 0.001313„ 15'-0'/ Pf 0.021 215 9'-0 K=5 .6 69.220 1 '- Pe - 1 .301 167 12'-0 67.940 EE 1 '-0) 16'-0'/< Pv DR 0. 7430 Q= 1 .H1 1 . 34 C=150 0.005446 3'- Pf 0 .027 167 12'-0 - - - - 67. 940 - ------ 2'- F'e 1 . 301 216 9'-0 69.268 T 2'-0) 5'- Pv FM__ __ 0. 9950 _ _ __ Q= 1 . 81 _ .__ 0. 75 __ C- 150 _ _ 0.001313 216 9'-0 K=5 . 6 69.268 -_ -- --- -_ 11 '8% Pe � 301 169 12'-0 67.985 PO 2'-0 13'-8% Pv e • BOBRaute21 e8 • 0B FM 0.9950 Q=8.28_ 3.41 C=150 0.021771 38'-5%2 Pf 0.957 - --- ------ - --- ------- ------- -- 318 12'-0 75.051 5'- Pe 307 12'-0 76.008 E 2'-0 , 3Tr 0'-6 , PO 2'-0 �t3'-11 %z Pv a � a � � Route22 � a � � • _ FM __._.. 1 .9590 _._...__- Q=143. 14 _._-- 15.24 ------C= 150 -- - .--0. 156784 - --_ _ '- 313 12'-0 74.543 2 Pe 0.366 319 12'-0 74.908 2'- Pv FM _ _ 1 . 9590 Q= 140.41 __ 14. 95 C= 150 __ 0. 151307 7'-1 '/2� Pf 1 .228 319 12'-0 74.908 - ---- � 1 '- Pe 334 12'-0 76. 136 Tr 1 '-0 8'-1 '/2 Pv _FM _ _ ___ 0. 9950 __ _„__ Q= 10. 11 _._ ___ 4. 17 _ C=150_ __, 0.031550 ___ 84'-8%2 Pf 3 . 161 334 12'-0 76. 136 T(2'-0) 15'- Pe 345 12'-0 79.298 7Tr(0'-6), 4E(2'-0), PO(2'-0) 100'-2'/z Pv � a • • • Route23aaa • a BL __ 0.9950 _ Q=4.04 1 . 67 C= 150 0.005790 77'- 11 '/< Pf 0.474 208 12'-0 70.095 --- --- T(2'-0) 4'- Pe 205 12'-0 70.570 PO(2'-0 81 '-11 '/< Pv � Oe • � � Route24 • • 0AB FM__.....- -- ----- ___ . __ 1_9590 _.. Q° 163_52 -- 17.41 . _._____ C=150 --- - 0 .200562 - -___ . -,---- 8'-11 Pf 1 .786 208 12'-0 -- 70.095 Pe 231 12'-0 71 . 882 8'-11 Pv FM 1 . 9590 Q=,156.29 16.64 _.___ C- 150 _____ 0. 184464_ ------- ------ . ___- _ 6'- Pf 1 .245 231 12'-0 ---- - - - - --- -- 71 .882 Pe 279 12'-0 73 . 127 6'- Pv FM _ __ 1 . 9590 _Q.= 148. 69 __ 15. 83 ___ C- 150 ___._ 0_168217 _.... _____--- _ 7'-5 Pf 1 .416 279 12'-0 73. 127 1 '- Pe 313 12'-0 74.543 Tr 1 '-0) � 8'-5 Pv • � ° OORoute25 • OOeO FM 0 .9950 Q= 11 . 98___ 4.94 C= 150 0.043141 40'-10% Pf 1 .913 - -------- 128 12'-0 64.230 3'- Pe 132 12'-0 66. 1 �13 3Tr(0'-6 , PO(2'-0) , 44'-4% Pv e • a � � Route26 � � � • • _ -. _ .- ---- 1 . 9590 _-- -- Q=133. 24 --- 14. 18 __ C°150 ---- 0.. 137320 _ ___ --- 7'-2% Pf 1 . 125 392 12'-0 80.534 Tr( 1 '-0) 1 '- pe 409 12'-0 81 .659 8'-2'/ pv FM __ 0.9950 Q_=31 .79 13. 1_2 ___ C=150 ___ 0.262505 ___ 26'- Pf 8. 160 409 - -- 12'-0 - --- - 81 .659 PO(2' 0) 4'-6� Pe 407 12'-0 89.819 Tr 0' 6) PO(2'-0 31 '-1� PV � • mBBORoute270Ba0a FM _ - _ _ 1 .9590 _ Q_1_01 .45 10. 80 --_-_ C=150 _--_..__-__0.082937 - - -_ - _ --_- - ' 15 0/2 Pf 2 .492 409 12'-0 81 . 659 Tr( 1 '-0) 15'- Pe 431 12'-0 H4. 151 2Tr 1 '-0 , 2E 3'-6 , T 5'-0 30'-0%2 Pv � BmOeRoute28eO � e � FM 0. 9950 Q=2 . 72 1 . 12 C=150 0.002788 �5'- Pf 0. 143 319 12'-0 - - - -- - 74.908 ---- - T(2�-0) - ---- 6'- Pe 318 12'-0 75.051 4Tr 0'-6 , E 2'-0 51 '- Pv o . woaRouge2g . o � om FM ____. ____ 0.9950 Q.=5. 55 2 .29_ ___ __ C=150 ______ 0. 010400 _ _ _ __ ___ 42'-11 Pf 0.509 313 12'-0 74.543 T(2'-0) 6'- Pe 318 12'-0 75.051 4Tr 0'-6 , T 2'-0 48'-11 Pv L, O M. E . P. CAD, Inc. +;�� AutoSPRINKO VR5 v5 . 2 . 6 03/25/200II 12 : 33 :02PM Page 9 � ^ i � ^e r'� �afi�'r,�¢-.�u'r� �''�^�Y���� � �`�*3'� Y�q �°"r''��.,�Y`��' .. i � . . ... .. ' .�.;��1���������������€+� �s a�=����.�"� Job Number: 932900701 �� � � � ����'������ � ��� • Report Description: Ordinary{ Group � � - . _ , . _. .,� . . . . . . . i�i '� T� ��_ Di��'�:�tE:r ' Flow ' V��locitv HWG Frie4idn Loss Leng4P� pres�ur� Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th � • > < • • Route30 � � • a • FM 0.9950 Q=26. 73 11 .03 C= 150 0. 190567 52'-8%2 Pi 11 . 377 399 -- 12'-0 78.441 PO(2'-0) - 7'- Pe 407 12'-0 89.819 6Tr 0'-6 , PO 2'-0 59'-8%2 Pv � ° ° ° • aRoute31 � � • s • FM 0. 9950 Q=7.60 3 . 14 C=150 0.018590 79'-3%2 Pf 1 .604 279 12'-0 73. 127 T(2'-0) ---- -- 7'-0� Pe 286 12'-0 74. 731 6Tr 0'-6 , PO 2'-0 H6'-3%I pv 0O0 � � Route32a � a • o FM 0.9950 Q=7.23 2.98 C=150 0.016960 79'-3'/a Pf 1 .463 231 12'-0 - --- 71 .882 --- -- T(2'-0) 7'- Pe 238 12'-0 73.345 6Tr 0'-6 , PO 2'-0 86'-3%z Pv a � � e � Route33ame0 • FM 1 .9590 Q=167. 56 17.84 C=150 0.209836 7'- Pf 1 . 731 196 - 12'-0 - --- 68.364 ---- --- 1 '- Pe 208 12'-0 70.095 Tr 1 '-0 i 8'-3 Pv � ° m � � Route34o � m � > FM 0.9950 _ Q=6.5f3 2 .72 C=150 0.014254 81 '-6% Pi 1 .319 - 156 ---- 12'-0 - - _-- - 65.753 ---- T�2, 0�-- -- -- 11 '-0 Pe 154 12'-0 67.072 6Tr 0'-6 , 2E 2'-0 , PO 2'-0) 92'-6% Pv � � � • eRoufe35a � � � � FM 0.9950 Q=0. 31 0. 13 C=150 0.000049 40'-1 Pf 0.002 -- -- - - -- -- -- -- --- 143 12'-0 64.228 T(2'-O) - - - - --- 8'-0 Pe 128 12'-0 64.230 4Tr 0'-6 , E 2'-0 , T 2'-0 48'- 1 Pv � � a � a = Rou4e36ma • • m FM 0. 9950 Q= 11 . 67 4_H2 C= 15 0.041129 41 '- Pf 2 .043 117 12'-0 - - - -- 62. 187 T(2'-0) I 8'- Pe 128 12'-0 64.230 4Tr 0'-6 , E 2'-0 , 7 2'-0 I 49'- Pv ° � � maRoute37ma • a � BL 0. 9950 Q= 1 .81 0. 75 C=15 0.001313 57'- 11 '/2 Pf 0.087 185 12'-0 - - ---- 67.805 T(2'-0) 8'- Pe 166 12'-0 67.892 3E 2'-0 j 65'-11 '/2 Pv �ql'IkV�I�f'i� �I�� �.��t��ff5 �b� �fi��7'���'��`�E����flt5g�c��;; "�'�E)`dCI�Y�, G� ���F.�� �11�1`I��(����Cz,... _ --- ----: .:._-- -- ° ,--- -_.- ( Actual Inside Diameter � 487 Value Of C 100 130 140 150 ` Schedule 40 Steel Pipe inside Diameter = �actor Multiplying Factor 0.713 1 . 16 1 . 33 1 . 51 �, OO M . E . P . CAD , inc. '+,�� AutoSPRINKO VR5 v5. 2. 6 03/25/2008 12:33 :02PM Page 10 � '�,� ` ,.`` `��� �as�'� ��a>�„�3. �. Jz �' `� "�� � ',��',�°� ���������C��'�1'�����1����� ����,��������,,� Job Number. 93290070 � � " • � ,. . Report Descrip.tion� O.r.dinary, Gto�u� ll, . , . '° . �i � T � . - Diarnete�' Flow ' a/elucit� ' HWC F�ictior� Loss Len j��i'u F�re�sure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th + N�7 � n < ss�M t^. ���.,v..s'b��' °a��'rl. �?...;.a t'.W'-S ,d'-;;'` v > �'n_ '"" i x! razSp"` .. 9,�L�F.`^, s trr ' ;{' , "u a+a 'i. I ". � � �� �� �.��T �i+Hx` `3� � di :a, � p ���"^. _�t � c-�i.,:�a�., ?a;�MG-��-?" .`a3�����-�..;� ""s�' �' r>�, �. � >Q�°�b . TMr'�' a''�`�' �x� �f11�����F1� , z � �"✓`�,'-`x"� �_�� ,��� � �`�F��-����t ' `�,k �'� ����� � . r�._,; l� ;�i.r y'.. .:k. . �Y d-3.,�£�.c , '�i�, �"v.. ,g�`�: a F < ...� � . . .. , i �..m t . � �?o:v',�o-,a, nJ� :��". ,�',� ..i r;� � �, a'"N�✓'+s�..�; � x *,i'��.�,.,,: � ,�,_<?4_ ,. , a .�'�1"F�.�r.'._ ,�- . AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Fnot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Bail Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfiy Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig p� Pressure loss due to friction between poinfs DPV Dry Pipe Vaive ST Stand Pipe E 90° Elbow UG Underground Pe Pressure due to elevation difference between indicafed points EE 45 Eibow Pv Velocify pressure at a point in a pipe � Ee1 11 %° Elbow Ee2 22%a° Elbow f Flow Device FDG Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Vaive GV Gate Valve Hose Hose NV Hose Valve Myd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Vaive red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap � O M. E . P . C�D, Inc. �;�� AutoSPRINKO VR5 v5 .2 .6 03/25/2008 12: 33:02PM Page 11 ydraulic Calculation Lod �e c�i Vail 174 East Caore Creek Drive d t�ll�y �� 3r lo r e �i e �� �.1 �- 1 �� � 4 -�.'�sa �' � i✓.� .� ,� �_„;� ��k;d"4�"�a '.:° U �`�s"".� "`v.�.�.�.,� ���� ���� � ° �` ��� , !� �� ���� , �-��'� ,' �;� ; ,�;x J b Number. 932900701 ._, " ,. . ' �� .. ,: ���r�„��°�� ,��, ;�Qt�����rr;,��s��� , n�� � > � ,��� y� q;„<.q�.a� Re Descript�on: Resid al 13R � ort enti � '., ..,. , ..,. . �,. . � 4 � .. .,.. ,,, �. ... ,3'.� ... � sx ,��n..AVX.�.1�„�i� ,`�;�.,..�? �"�'�s�n��..��,�e'v�a+��` �µ" xss�R�`�z��L�''� y a �� � .95���� X ��? , JobNumber '" ^ "�t*?A'r z�,�e: � . .m , nr`..., . ,s� e,�� � �� .,�a., . �v';.'�i . . . . . . . ', : 93.L90070 ,� � Design Engineer Joe DiFuigentis Job Name Phone ----- F� -- Lodge at Vail --- 720-941 -2237 ---- 720-941 -2281 Address 1 S�a�e CertiflcalioN�icense Number � 174 East Gore Creek Drive 007 Address 2 —"-- � ____ AHJ ' — _ __ Vail Fire Dept ary �— ---- ----�------- — S�a�e Z�p Code Job Site Vail CO 81657 Lodge at Vail °5� �::t��'�'a�'r�S {rn�,'`� St't`L,1f�."��° e� 7 aS`c k. P �,�` `�s:-, `t v .=.�^y 1-"sxc " ." � t 1 z? r" �r� � eS` . ... � . ., � `�s��'�L��� �!�..� . -€,,, s ���,�`cv��'�'^1���'c,.���fY b�^ri` `�. ' f ,� �. < � : .r`� ^ s5''.i 'uar' } ` x�,:r - "yr ,z�r t e sK:.. .. .<'i„ K r. .r, �. . ..-,�; ..°5 .M'. �. N, .k. . S$Gp,.�.9 J ....�' ...... �._k�n.,. e� `�" ��'� .. c�^` � � l? s , �r� ,�,„ r�,'��`�'Th�. r �� .� x ✓- 3� r� � � 4✓ �, '�,�, � u� s� unv cx,. '� . �h ,� _ . �' . ,7�-�v�.a^ , b� ,. tr,.�.,,,_��,ar; ,�'�.�s , a r t,o�v..�4s.. �� .r.�i �,"��,,�n '& �'a� ,�' �eY�„ ^���'"�� . .,„��.: Densiry T e Area of Application � 0. 100gpm/ft2 _ 900.00ftz (Actual Q98.02ft2) Most Demanding Sprinkler Data Hose Slreams 4.2 K-Factor 17.00 at 16.383 100.00 Coverage Per Sprinkler Number Of S nnklars Calculated 261 .67ftZ � 3 ° ystem Pressura Demand ----- -- -- . -- ------- —...__ _---- ----- — ---- System Fio�v Demand 132.850 56.23 — ---- ------ - ---- -- Total Demand "_ '----'_---- '.—..______ '...'__' Pressure Resull 156.23 @ 132.850 +24.002 ( 15. 3°/a ) ��� ��W�� � ] ' > A,. { t �i' T1 � n 12 � � - `. ��,. >z � ,, �, , � s �` �' .;� � f��1E?C�.`��C11�� �"¢���TS`. > �,��' f Node Flow m Hose Flow(qpm ) Static si Residual si Identifier Pressure(psi ) K-Factor(K) Flow m 10 64£3.00 100. 00 157. 500 14g.500 LiictgeAtVai10E�PY,cad °' Sup(�(yaf Nacie 'IU;(648.OE2; 1t�0.0E3„ 157,50�,, 'l4�.5E1E3} : I ; , ;__��__ C; -__-,�- ,, 200 i-. ' T._�-.-i � ; =__ � Y r I - _ _� - -� 180 -' - � =-���---±� ,1- _ -r. _-_------� �__,`'= � -a 160 tatic Pressure 157.500 � �===�i===-� 648.Q0 � 148.5Q0 J —�� � � � --_ �_ _�_r __� 14Q _ ,.�.� � �� - �� 156.23 with hose streams - �`-----'-�'- � .23 c� 132.850 .� 12fl � , � 1 QD � � � 80 � ,�. r_' - �.. !' � �� _ ysfem demand curve r ;I�- �,� W � � T 1 -� � � �.Q � �,�t�,-� - ,� 2U � P m � � Q /Y` � 4Q0 '�J40 � �00 $� g�Q 9 0� , Water flow, gpm (�, O M . E . P.CAD , Inc. �� AutoSPRiNKO VR5 v5.2. 6 03/25/2008 12 :23 :25PM Page 1 �� " ���f.}� z ,� >� 1 'Q � x� ������� a ``Y� �� .�'`4'^'s�'cxZt'��'ti�,y3F� ., c M 1 �i „ ����°�� .., ��„�� �„���'����� Job Number 93290070 � u �� �, � � Re ort Descn tion Resident�a! 13R � �s 4 � � � .,�, >a" `��.�...,rt� � §$ �_ . . - : ' ' . ,. �afa�z� � a�$�'�' °J'.�"� '�`� � � � '3,?,' �� : z"` S -. .;tk5$3�" �`y� � t >a� �;����.�. � . < : �,i .,.n. �e.. . „e�, . v�. . � ' . c "'. Y c 3�4. ... Job Number �� � � "�' „ _P Y ' e�'% � � � k C" � F � �*43 . ... ' .. ' _,. ..� ' v-K e� . , . . v.�,�.. ��`.. . < . a , ' . . , y ,�..�,,, ,_ , ,t u ..,, . t�a`��; , �.. ,: ,. . ,"��`. 932900701 Design Engineer __ _ Joe DiFulgentis Jo6 Name - State CerlifcalioNLicense Numbe; '-'�'-- - Lodge at Vail 007 Address i � ' --- __ AHJ __--_._ .� -_ 174 East Gore Creek Drive Vail Fire Dept Address 2 -� —' -- _ _ Job Silo --- --- _—_ _____ Lodge at Vail ���Y Sfate Zip Codo Drawing Name � �-- - —'- Vail CO 81657 LodgeAtVaiICOPY cad �$�P�� �. � �' ��' �c'e �- � rr 4�'� ;.. }�,��y� �a:eo-�.n �: K � e � � >s,iz.o'arc ,rv �� j p y�. e, . . , . .. J„� :.0 S� 'L;x , F`:'4 „t '�.'�,�: �.mx�s�, �;.\9�c s.r'S,��i`d "� £.,,. , ':^'<��, a, .a,U: �K �� x"'S,�-i�fE'�'�.�2"as�s`v�''^rs' ' y�t'ir�€�/`C�iM� � � � t�t '� a � a i s3� '��-tq :�. .` k �� �r E`�r ✓h '�. '2, ...'ucxs .�s 2v�'t��..r.,�a .,.,. �: ,�^'h2z �t�; �' � � . 7 -s ;`¢�r,"�� . . _ . .. ,. . ..._; , , , ,. . , . ,,. . .. .,.. -� .. .. .�:_ Most Demanding Sprinkler Dala Occupancy 4.2 K-Factor 17.00 at 16.383 Residential 13R 1 Hose Allowance At Source - --'— — _ Density Area of Applica�ion 100. 00 __ _ 0. 100gpm/ft2 900.00ft2 (Actual 498.02ft2) P.ddilional Hose Supplies Number O/ S rinkiers Calculated - P Coverege Per Sprinkler Node Fiow(,gpm� 3 261 .67ft2 AutoPeak Results: Pressure For ftemote Area(s) Adjacent To A1ost Remote Area Totai hlose Slreams �'—"----"-- ...--- "'----'---- � Q�.�� Systom Flow Demand Total Wafer Required Qnduding Hose Al�owanco) 56.23 156.23 ---------------- 1.1axmum Pressure Unbalance In Loops " -""'—'-'-'— �.Q�� Maximum Velociry Abova Ground ---- 41 .61 between nodes 502 and 498 hfar�mum Velocity Under Ground � �--�----' __"_—_'___" ...._..___.._..__ Volume capacily of Wel Pipes Valume capacity of Dry Pipes 550. 16gai J�I��`J�C25 ` " `iT 5 � a ' �v z r� ; : � ; :. �s ti ., . ., t f � ? r . , :��; �s ��: Hose Flow Static Residual @ Flow Available @ Total Demand Required ` Safety Margin Node m si si m � si m si si _ _ 10__�_ __100_00 _ _ 157. 500 148.500 648. 00 � 156.852 _ j 156. 23 f __ 132_850 _ _ � ----- — — --- ------ Cor��r�Ckor, .. . �; $ �,; . : ,>J � , �:" 3 � �a. � .; �� '� , 3 � ' =�x� i > ' �.. . , � � � . �, � ,h , , _ �. , .. , ConiractorNumber . � , .ur�; S . � .,�..� . . ,,5 'si�` � ;�b.�'.. . ,,, t -, ;-' , .rw.c �"-..,. .s , ^ � : �"'�xis Conlact IJame Contacf Tille ----L- 007 Joe t� P� ------- -- ------------ ---- -- ------__ __ —_...— -- -- --- -- - ---- — on rac or ame I Phone Extension SIMPL.EXGRINNELL 720-941 -2237 — ---- _ — ---- ---------------- -------_ _ -- --..__ _._ _-- ----. ---- �oss � Fta — — 6240 Smith Road 720-941 -22H1 --- ---- ------ ----- -- _ _ _... ------ --- -- — --- ---- ---------- Address 2 E-mail -- ----- --- __ --- -- ---- ------r— — _ _ jdifulgentis@tycoint. com --- ------..----- ----.. .. -- ��Y � Slale � ZipCcde � � � Web-Sile Denver CO ' 80216 simplexgrinnell .com (�t, O M. E . P . CAD , Inc. i1�� �utoSPRINKO VR5 v5.2.6 03l25/2008 12 :23:27PM Page 2 . �� � c�Tb�'vY'nl� � �`�d �: `�' '� � � � �iv��� .�E�.. �::".� ( �' JY"."�'� 2 .+'.t(x� .�.� �..e `?���a�al��;€�� ����' . ` ��������� � 44`�'� '��x Job Number: 932900701 p ��� . Report Deseription: Residential 13FZ � a',cY��l f�low � - �f�/iininiP.�rn Flov�i . Eti-t�actor F}ressur�e ° Device m m K si Sprinkler _ _ 103 21 .97 __ 18.00 4.2 27.371 b Sprinkier __ 101 17.00 17.00 4.2 16.383 Sprinkler _ 102 17.26 17.00 4.2 16. 886 --- — ---- ---- b Most Demanding Sprinkler Data (My O M . E . P .CAD , Inc. ?;�� AutoSPRINKO VR5 v5.2 .6 03/25/2008 12 :23 :28P(� Fage 3 f � ( .... r�4J $ .�` �i9�y�`t"��"U'„�,�9' ^";.Y 4\`�.ni 4,� ��qy3��-,..;�.�'�'��k����^ 'l'2 �� ,�, ���� :���.� � a� �� ���E��� �'�=�"��a��` . . . �� ������;������,��� Job Number. 9329007p � ' ' ' ' '' ' Report DeSCription: Residentiai 13R 1 � Node Elevatioi•( �=- �cY � Fittin �� � Pressure si Discharl� � m " 369 8'-5%a BFP 128.836 , 470 34'-0 � '_OL_ -- 28.400 -- - - - - 477 _ 34'-0 E 1 '-0� -- - 16. 942 - -- - -- -- - - -- _ 497 - - 34�-0 2T 2'-0 --- — 19. 870 - --_ -- -- 498 __ 34'-0 2C 2'-OL_ --- 35.042 ---- ---- - --- - - 500 _ 34'-0 E 1 '-0 -- - - -- ------ 17.467 I --- 502 34'-0 T 2'-0 --- 80. 644T - -- - - --- 561 __ 34'-0 2C(2'-OL_ -- -- - 98.366 � - - - - 310 33'-6 S r 7.000 -- _ — -- -- 556 - --- -- - _ 34'-0 T 2'-0 - ---- --- ------ --._._. -- 98.830 -- --- ---- 311 33'-6 S r 7.000 L -- 593 34'-Q T 2'-0 --- - -- 101 .277 _�_-- -- ---_...-_._._ _ _ 691 32'-8 PO( 12'-33/) - - - --- - 118. 106 � -- ----- _ 703 32'-7%2 GIoV 1 '-0 117.022 __ 705 _ _ 34'-0 T 5'-0 116. 177 -.._. —_.._- --- -- -------- - _ 9 28'-4%a 0.000 _- --- - --- . 6 2g�_q,�z _ _ — -..__ 0.000 -- � 28'-4'/z - --- - -- 0.000 � --- -- -- - ----- -- —I-_--- ---- -- --------- 3 -.. 28�-4'/z --- -- - ----- 0.000 � --- - - --- -- -- - --- - ---- - --- --- 4 28'-4'/2 0. 000 ____ ------�- - ----- --- --- -- - - ----- - - --- -__-------- --- _ 5 _- 28'-4%z i 0.000 -- --- ------ - - -- _. 8 28'-4%z - --- -- 0.000 _.._ ._ . _--------- --...._ _.__._._- _ --- ? 28'-4%2 ---- ---- - _ .. — 0.000 -- -- ------------___- -- —_.. .-------------- -- ------_ 7 ----- 2H�-4'/z ----- - 0.000 __.....-- - ------- ---- _ ------- ---..__ _- ------------ 1 �_ ------ -0'-9% S - ---- ---- 132. 850 _.______---- 56.23 -- - - 103 33'-6 S r -27.371 ) -- 27. 371 �_-- 21 .97 _ _ ---- - ------- -- -- -- ------ ---- - 101 _ - - 33�-6 S r -16.383� - --- --- -- 16. 383 17.00 -----._.___.___ --------- --- -- ---- 102__ _ _ 33'_6 __ S r -16.886 ----------- --- - --____ 16.886� ----- -- 17.26 (Mi, O M . E . P.CAD, Ina 'r,�� AutoSPRINKO VR5 v5.2. 6 03/25/2008 12 :23 :29PM Page 4 , . �� �� � ���� � � ���:'�,a� �#� � ��������F��S�� .�k�..�1'�`� �-:. � � �.. ���� ��� � � �� �' 4�°�� Job Number. 932900701 s ' Report Description:. Re�identiai 13R .1 . � � �'i °E: Tvp� _ l�iameter FF;�vv VeV�citv H1NC F'riction Loss - Lengfh ('ressu�re Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream � • • e a a Route 1 a � a e m Total Len th DR __ _ 0.7430 Q= 17.00 12.58 C=120 0. 516735 p�_ p{ 0.775 101 33'-6 q= 17.00 K=4.2 16.383 Spr(-16.383) 1 '- Pe -0.217 477 34'-0 16. 942 E 1 '-0 � �_ p� FM _ 07430 Q= 17.00 12.58 C=150 0.341967 6'-63/< Pf 2 .928 477 34'-0 16.942 - - -- 2'- Pe 497 34'-0 19.870 T 2'-0 8'-63/ Pv FM _ 0.7430 Q=34.26 25.35 C= 150 1_250223 12'-1 '/ Pf 15. 173 497 34'-0 - - 19. 870 _ - Pe 498 34'-0 35.042 12'-1 '/a Pv FM 0.7430 ___ Q=56.23 41 .61 C=150 3. 126980 12'- pf 45. 602 498 34'-0 ---35.042 2'- Pe 502 34'-0 80.644 T 2'-0 14'- Pv FM 0.9950 Q=56.23 23.20 C= 150 0. 754123 23'- Pf 17.722 502 _ 34'-0 ---- _ --- £30.644 - ----- - --- 0'- Pe 561 34'-0 98.366 Tr 0'-6) 23�- p� FM 1 .2450_ Q=56.23 14.82 C= 150 0.253143 1 '-1 Pf 0.464 561 34'-0 - -- - 98. 366 -- --- _ -- Pe 556 34'-0 98.830 1 '-10 Pv FM ------ __ 1 .2450 _.__ Q=56.23 __-- 14.82_.. C= 150 _.--- 0_253143 -- -- 9'- Pf 2 .447 556 34'-0 98. 830 Pe 593 34'-0 101 .277 9'- Pv FM __ 1 .2450 ___. Q=56.23 _ 14. 82 C= 150 0.253143 52'-10'/< Pf 14. 900 - - - --- - --------- - _ - - - - 593 34'-0 101 .277 6'- Pe 705 34'-0 116. 177 2Tr 1 '-0 , 2E 2'-0 58'-10'/< Pv -BL --_ 1 . 9590 _Q=56.23 _ _ 5. 99 -_-_--- C= 1_50 ---- 0_027838 __ 2'- 1 Pf 0.246 705 34'-0 116. 977 T(5'-0) 6'-0 Pe 0.59II 703 32'-7%2 117.022 LtE , GIoV 1 '-0 g�-� py MS _ ___ _ _ _ 2, 1570 _ __ Q=56.23 4.94 C= 120 0.026319 5'-0% Pf 1 . 105 - _-- ------- ------ - -- - _ --- ---- - 703 32'-7'/z 117.022 36'-11 Pe -0.020 691 32'-8 118. 106 2f(-0.000), 3LtE(3'-8'/ ), 41 '-113/ Pv CV 13'-6%Z , PO 12'-3% ST _ 4.2600 _ __ Q=56.23 1 .27 C=120 O. d00957 121 '-1 Pf 0.222 691 32'-8 - -- -- 118. 106 -- --- -- - - - --- 110'-7'/< Pe 10. 507 369 8'-5% 128. 836 5E( 13'-2), 2LtE(7'- 103/ ), 232'-5 Pv CV 28'-11 %z , BFP FM _---_ -_ _ 8. 3290 --- Q=56. 23 __ 0. 33 C=120 -- -- - _- 52'-9 /< Pf 0.004 0.000037 3 - . __----- -- - 369 8'-5'/< 128. 836 54'-2 Pe 4.010 10 -0'-93/ 132 .850 E(22'-2), 2LtE( 16'-0), S 106'- 11 % Pv � � � a � Route2ea • a • DR 0. 7430 Q= 17.26 12. 77 ____ C_120 ___ ____ 0,531395 0'- Pfi 0. 797 102 .------- - 33 -6 --- _ ------- _ ----- -- -------- ' q= 17.26 K=4.2 16.886 Spr(-16.886) 1 '- Pe -0.217 500 34'-0 17.467 E 1 '-0 � ,_�Ip� F�-- ---._._.---.. _ _ 0. 7430 ------- Q° 17_26_.._.. .-- 12. 77 C= 150 _____--- --- 0. 351669 ---------------i 4'-1 Pf 2 .403 500 34'-0 - -- -17.467 2'- Pe 497 34'-0 19. 870 T(2'-0 6'- 10 Pv ° a � � � Route3 • � � • � DR 0. 7430 Q=21 . 97 16.26 C=120 0. 830685 0'- � Pf 1 .246 ---------- . - - --- --- -- -------- -----_ _ ---- 103 33'-6 q=21 . 97 K=4. 2 27.371 Spr(-27.371 ) 1 '- Pe -0 . 217 470 34'-0 28.400 E 1 '-0 1 '- Pv FM 0.7430 Q=21_97 ___,_ ,_ 16_26 _ _ _ C=150 _____ 0. 549734 10'-1 Pf 6. 643 470 34'-0 28.400 2'-t� Pe 498 34'-0 35.042 C 2'-0 12'-1 Pv E�}t�I�afent Pi ,� ��� lt�� c�f���l�7e;�a ct ��t�f€� s G{ 42€� dn( _ � U��€�e Cv1u ti ylr��`$' y t� � .F �� , 9 � � . �l�} < � . �,., f�. � --�- -_-� _� - _ . _ n _- - - � Actual Inside Diameter � 4'87 Value Of C 100 130 140 150 Schedule 40 Steei Pipe Inside Diameter = �actor Multiplying Factor 0 713 1 . 16 1 33 1 51 �M, OO M. E . P . C�D , Inc. '��� AutoSPRINKO VR5 v5 .2. 6 03/25/2008 12: 23: 30PM Page 5 �� ." � �' ��s > �,'s� �» �/€�.ar�,���`r��"�'...�r', ^��"�' %'�,—� � � � � �� ° " r �� ��� � ` � x ��`�` �'�, : Job Number: 932900701 , .. � : . . , , , . � . � , . f�s�or� Des�riptionc , Ras�d°ntdal 43R 1 --_.,...._..._.�,.._..,�_,.:a.---°----.. P��e �•y,pe �iameter F°lorti Velocity _._ HWC _ F`riction Coss � � � ' Len�tti Ns��sure ' Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th 4tr.�,°y}y. .:y � �.: r c A-�ax�yr}F�r �n'r� "ic ��''� < s� `x�'^�'.')S..�Ha'43'i a i5: 'a , t . y ,�,J/.-� � x� •. a �.;, : i F�1��31 ��.�:, ��.��. E��;"�`�� ' � �� �5 � � .' 2Y�t- � �ti . ����.�f 4p. P.�� \ �ti;.^`F „�}� .� r`�"�.�a�. � i`�ey �4 "2=?.? y'xs`�"4..v,��`3'uy.,a�; < �q �( .55.'�,`;E..:' .'?.,�', ... .a.f�^., � � . r:,�L-�;'�-E� �rF:� ., x ..zv5:i"b.�,. .. "�.i: '��":c. , �" .. G :, . . •Y. .:;r L , ' $ �` ���� � z'� � P '' ,�' �'c�3y``,'��� � ����.'s��^hc-S� .t ..� ; r _r.;"�.efi,�ssx . , , ', �.t);3,��:;�'�' F....i;<s'�,, a'�,�z�rsr%.�� _ ar�7?'�����'.�.�i.�,� � . , ��' .�." �,� ,. .�. . , ,., . , . „ a ..._ � AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushin� DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve F2N Riser Nipple Pn Normai pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between poinfs DPV Dry Pipe Valve ST Stand Pipe E 90° Elbow UG Underground Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe EE 45° Elbow Ee1 11 '/<° �Ibow Ee2 22'/a° Eibow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fi' FireLock(7M) Tee g Gauge GIoV Globe Valve GV Gate Valve Nose Hose HV Nose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzie P1 Pump in P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Vaive red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �M, O M . F . P . CAD , Inc. ?;�� AufoSPRINKO VR5 v5.2. 6 03/25/2008 12 : 23:30PM Page 6 ydr� ulic Cal�ulat�on I. od�e @ Vail 174 East CJor� Creek I�riv� VAIL, CO � � oor orr� r � 1 , �� � '��� e '�3�d� ��a�"" :�a.r`A`�a' •�.�`.z'7y`°.� Av4 ti.�f:. �' x�.�Y;�' g,�n s�` .?z"h , . � ���3 ' �������1�°��N����� ��'`�����" Job Number: 932900701 � ,� �. � , ��� ,� a������ �� � • , � Re ort Descri tion: Residential 13R 2 . . . , � , . i 's"=• ' � • a 4�s� $ a � �". y� .. , � �xa � Uro �zst�� rse� �� ra. ;�� �< ���'s_ 5`z�.� � �+�o, �„ � d'g'?- . � . . � . . .. � . "v-��e.,. '�"� � , N�'�a,�.�4�'� ,. . �"��v -'��d�`��,4§ `�?,� �j 9 3t �.`.� � ��*�"�'�"`k�M3�z ' f �, f�t � � �`� . ��v .. ° . . . ..,.� �,_� x ,.. . . . , ,..e� '�",:.F's.;x, f`,�`�4�. . . '"/ .r;� . : . . . . .: . .$ a _ .� . �. ..s;rF �? . . a s ,..,.-r.,.c. ., �^, ,s5 '"*,3' ,., �.. .c�.. � ...�e� . . F� :.a . �.., ��� �,,� < Job Numbar �esign Enc�ineot 932900701 _ Joe DiFulgentis Job Nama Phone — --"' FAX Lodge at Vail 720-941 -2237 720-941 -2281 Address 1 S�ata Cerlifcalion/license Number 174 East Gore Creek Drive 007 Address 2 - ' — --"'— AHJ Vail Fire Dept ___ — --..— ----- ���Y Slalo Zip Code Job Sile Vail CO 81657 Lodge at Vail �: w' <`:��t'i' Y iR `Xto � S )tj \ Fd VR' .:� ' Z:,�lYt .� } :. 5�. � <'�a1.��. 4 � �. : �. � `3'�.Ta� 7 i�, 4 4 W u .� 5. , rsi, x � � i."»Y .,�.5 �. ���- 2 : � �.s,. _, fira ��i-..� .o r'. �� YJi%r. x ] � r� �� v.�+u �" - F ��� " � �t"�� �'� . � ��..u�'1'9 � \F.�' i , � �` n�# c.� ,�c . .z J rt. � r� �-� �� v i 't,�"'x^ `�3 fy'Y . ;:,.�"�et"�'�'��"'K'.[l�3.��{^yz"' `'�y�.,'d `..a h. r<z:. � `�`�i�``" o.y �/' "`,S i�" 3'����5�``�'n,"�§,a'°'� ��'-��M^� � �� � 3 � ei�s4 � r. .,m , :.`raT� � �; t F ,,�� c r 7�, €�as .,rl. �. T..a, :. .Y�,� �� +.� 31':,- w .0 .s� u+ -- � vti'zr � vr.; � s .�' m - d' ��f . . , ..d .,,.... ... ... , . ... . .. . , ,...e. �a . , �.... . , .r . . . �v�. . ��ti . �ti Density Area of Application 0. 100gpm/ft2 900.00ft2 (Actual 285.26ftz) R"ost Demanding Sprinkler Dala Hoso Sireams 4.2 K-Factor 17.00 at 16. 383 100.00 Coverage Por Sprinkler Number Of Sprinklers Calculated 100.00ftz 5 System Pressure Demand �� Sys�em Flow Oeinand 112 .382 108. 90 - - --... --- Total Demand _____'_" ___ __—_ _ "_'— __ —"_'_' __—_"__—._—_'___'___ Pressura Result 208.90 @ 112 .382 +44.010 (28. 1 %) Suppti�s ` ' �� :; . ! Gh�cte�l�o�r�t Gauges4 Node Flow m Hose Flow pm ) Static si Residual(psi) Identifier Pressure(psil K-Factor( I<) Flow m 10 648.00 100. 00 157.500 148.500 CodgeAtUailGdpY:catl. . ; , ; , - ; �upp�y at Node 10 (648:Oa, 1Q0:�0� 157;5�(�, °1�8.5d�} . . ; = ' . _ . ' !1 f � 200 ; - : ' , � ,.....� - ._: - - ,_; -,._. , �- - �-?�- �--� -; �� , � ---- }�._-i- 180 — - — CT � � _:_.,-�r ! �-• � --�----i' q gp Static Pressure 957.500 , _ t:-� __ ----- ---- -a ..._.. J_�_._. `'r ._.___'_`_'_'_"_ � � _ _ -_--, �-----f 648.00 � 1 A8.500 � —?={=� ----, 140 - �� �� _ _ _ _ �__��} �----- al ' .N 120 08.90 with hose sfireams "° 1 Q8.90 @ 112.382 , = 100 � � �' 80 �. .,-. a i ._�v'� -� ' _ j_<�� '� i._; 60 System demand curv -f ' �' �-� 1. ' __�_ M i�_ 4Q s{�-- f'1'_` 2Q � � P r o � P" � �340 � 5Q0 600 7� 800 �� 1000 , Water flow, gpm (ty OO M . E . P . CAD , Inc. 'ie�� AutoSPRINKO VR5 v5 . 2 .6 03/25/2008 12 :24 :04PM Page 1 �� � ✓� fi'r'g� Y.c� R � ":; -i.v�r '�''�,`w'�1'7`�+�"�1�3%�}�Y"��.es'�9x x�h 3 y .�v ; `������ �5 ��� .. '�����;,� � ` ���,.�� Job Numbe : 932900701 � ' $sc t+ 2 � � � , �,� -» .. , ,R R identia � a3R .. . ±. . ' z y '�'1ar�'% ¢\ �""" � z LCS¢ i+ Y ,. 2k. t ?X � x x �� , &°� " R . . z . . � p� l 1 . . . ��.�d3 . �. . .. .. ...:. . . ...a_ .. ., , s �. � . . .. ��� y.`?'�"'rz. .'... >.�^� ^�.� ���°.. . < ia�.r�*„`i� �`t s�����-.�' €f . . r $ . . s ., k� . � ;�s � � u�t � _ - � . . .� ... ..a._ _..... �, m. ... $ .;�. ._ - „� ,. '. . ;.. ' .,�.:. .. . . ..c ,« a$�... _ , :A, . ., . `. Job Number Design Engineer 932900701 Joe DiFulgentis Job Name State CertifcalioNLicense Number Lodge at Vail 007 Address i � � � — - AHJ 174 East Gore Creek Drive Vail Fire Dept Address 2 Job Site "�'-" -- Lodge at Vail ���Y State Zip Code Dreuing Name Vail CO 81657 LodgeAtVaiICOPY.cad F ��7 �y �fi¢1 r t; 'x�.��'.'-, w - a� �C- %, '4' 2 ✓ . t :, -,. `S �`Y, :� `y� /j 'le�s 3/�tiy° �� ,ro 3: �"��� S .� a3H�-�-, v �- � � a � ?,;� � .� . . S.. � . t � < , y uE 'Y . : SilrseM C ,. ,� Si� �. f� / � `Y s,. , < J � L �.R:M J� ,� viY� � C�G ,�-� . CV"`C{ : :.�, `�`•'��?�'%'�e,. A�� se/yM .^� a� ��.����f�3�a '. 'DO�� ��`A���'sa� � '1 _ _ �'�`� ." „ . . . ., , , " Mosl Demanding Spdnkler Data � � � ' "" � �. � > � �� � �� ��,�� Occupancy 4.2 K-Factor 17. 00 at 16.383 Residential 13R 2 Hose Allovrence At Source Donsity Area of Appiicalion 100.00 _ 0. 100gpm/ftZ �- 900.00ft2 (Actuai 285.26ft2) Addilionai Hose Supplies Number 0( Sprinklere Calculated Coverege Per Sprinkler Node Flow m � 100.00ftz AuloPeak Resulls: Pressure For Remole Area(s) Adjacent To Mosl Remote Area _'__'_" -......_ _____'_ _- _".... ___- ._'_—____'__- _....'__'____ To�al Hose Strec+ms 100.00 --- ._ __..—___.._..-----.. ------ System Flow Damand (otai Waler Required Qncl�ding Hoso Allowance) 108.90 � 208. 90 - -- - ---__ _--L-- --- - -- - _ Mar�mam Pressure Unbalanco In Loops Q.Q�� _" '_'— ...__ -'_—_—__'- "_-___—_"' Afawmum Velocity Above Ground I 28.70 between nodes 705 and 593 � Pdaximum Velaci(y Under Gwund -----__ -- --- ---- __ - ---I _ -"___ _'_"'_'_ • __—-__'"_.__."_ _'"__..._'____—_"_'_'_ ___'_- Volume capacity of Wel Pipes I Volume capacily of Dry Pipes � 550. 16ga1 Sc�p�lres ` ; � ` ��,, �� � �. T .. . , ,� ti � �� ,. � � s. �b � � ,7� �, s . Hose Flow Static Residual @ Flow � Available � � Total Demand � Required J Safety Margin y Node m si si m si m � si si 10 __L_ 100 . 00 „ I _ 157. 500__ _� _ 148_500 __ __ 648. 00__� 156_392 _ _I__ 208. 90 _ 112 .382 44. 010 �ant�-ae[oC ' , s:' ; � s ,. 1 �ro�� .. ..., ., s .', . � ...�> . � � r � ,., . . �. . .,. .�-,. x .,'... , < . ,i ��`� ,. .°,,." 1 ;,. . ..� .d. .. °? C�ie.z.� . .. , .., .r .. i '^ ��t' � sy, �- "�� � x Contreclor Number � Conlar.l Nam= Contact Tillo -- ---- -- a�� Joe D PM _ -- ---_ -- CoNractar Name � Phons '--'-- - --._.__.__. Exlension SIMPLEXGRINIVELL 720-949 -2237 ----_ --- -------- --_ - - Address 1 -__....._-_—""______ ____._"' FAX 6240 Smith Road 720-941 -22£31 Address 2 -.___.._'_'.___——._._._._- __- ____"__'____'-__'.._'-- - ____ '—_—__. ._----_' "_.' __—' "_--__"_"_'_' E-mail '-"- --'-'�'-- jdifulgentis@tycoint. com --- - ---- __ __ _------_ --- — - --- -- ---..._ _--- - ------. —._ . .... -- .. _ _-- --- ------ ���Y Stala I Lip Coda �Neb�Sito Denver CO 80216 , simplexgrinneli .com [y O M . E . P .CAD , Inc. `r,d�� AutnSPRINKO VR5 v5.2 . 6 03/25/200£3 12 :24:05PM Page 2 . . . �� ��ro ��„'x� �� � � � ' � e�.3- � '`s-sk��f4"�E.��,m�SSN�,�- v��.4� 'n'���` �'a �'�21r,�,��`�,�,... � ,��� �1,�� �4��������! /'w� � -` ��1>G:,P�S'��r N ;. �'' ��' ���� Job Number: 932900701 �"' � Report Description: Residentia1. 93R .2 , , . , , . ., �-.�,-�. 7�cYua6 Flow Munimum r" 1ow ` K�Fa�+ior' Pressure�� ����A' Device m q m K si b Sprinkler _ 401 17.OU 17.00 4.2 16.383 - — --- --------- — — Sprinkler 402 ___ 19.68 _ 17.00 4.2 21 . 957 — --- - - - --- -- -- ___ Sprinkler _ _ 403 __ _21 . 61 17. 00 4.2 26.470 -- --- — --...__-_ _ Sprinkler _ 310 24.49 17.00 4.2 33.997 --- --- -- ---- -- -__ — --- — Sprinkler 311 i 26. 12 17.00 4.2 38. 679 � � Most Demanding Sprinkler Data ML, O M. E . P .CAD, Inc. iy�� AutoSPRWKO VR5 v5 . 2. 6 03/25/2008 12:24:06PM Page 3 � ""''°`�z ����b��k`'"aP"' '�`— °&. 't ka.� ifr: ��x��t , i��� .:� � ;�������i��v��k���}"�� £ ��i ��s�x� . , Job Number: 932900701 ' - '� ' ' ' ' " °�; Re�sort Descriptib�i: 'R�sidential 13F� 2 _____ .�___.__�_,.,._ . ...-.._...�_.�n�.____.,-. . r.�_ ,___.__. _.�...._ ,_..�:_.�.:s .:__�.�_�._.____ _..,o._._._ .��.___.,-.--. Noc7e Elevation Foot" Fi'ctin s �'ressure si � Dischar e m __ 369 _ 8'-5%4 BFP 108.358 _ 482 _ 34'_0 E 1( �-�) ---- - -- 16.942 - 502 34'-0 T 2'-0 23 .434 536 34'-0 T 2'-0 _ 28.266 - - — --- — ----- 561 34'-0 2C 2'-0) _ 35. 822 ---- - 556 34'-0 T 2'-0 __ ------- -- _ -- _._- 36.318 ____ 593 34'-0 T 2'-0 -- ---- 41 .322 - -- -- _-_- 691 32'-8 I PO 12'-3%) - -- 97.095 _ -- -- ----_ -- ------ -- 703 _ _32'-7'/2 GIoV 1 '-� _ 93.363 705 34'-0 T 5'-0 -- -- ------- -- - --- --_--- - - -- -�---�— -- -- 91 .929 -- ------ ---__ _ 9 28'-4'/2 0.000 -- g -- 28'-4'/z - - ----- 0.000 -.._--- - - — - --- ---- - ---- -- --- -- --- - 1 28'-4%2 0.000 - - - - -- --- - -- -- -- - 3 28'-4%z 0. 000 � - -- - --- --...--- - - - ------ -- 4 28'-4�'/= �__ 0.000 - 5 - - 28'-4%2 I -- ----- -- 0.000 -- ---- ----- - -- -- _------- --- - - — 8 28'-4%2 - --- -- 0 .000 -- --- -- - --- __ 2 28'-4%z ---- - -- -- - -- -__ --- - . 00 7 28'-4%z 0.000 --- - -- --- - -- -___-_ 10 - - -0'-9'/ S - - 112.382 108.90 401 33'-6 S r -16.383 16. 3II3 17.00 - _...-- - - �L --�._ -----_ --- - --- -- -- — -- - - 402 33'-6 S r -21 . 957) 21 .957 19. 68 -- 403 33'-6 S r -26.470) - 26.470 __ _ 21 . 61 _-. -- __ 310 _ 33'_6 S r -33 . 997) _ _ 33. 997 24.49 - -. _._ .. — --- —_... _ _-- - - _ __ — - --.. 311 33'-6 Spr(-38. 679) 3£3.679 26. 12 �M, O M. E . P . CAD , Inc. �;�� AutoSPRINKO VR5 v5. 2 . 6 03/25/200H 12 :24:07PM Page 4 ����' z `vS '� ..�k'�� Ye� y�{v'v"� z� ''� .�vP'"✓,`,�,�,*�'�"v��s .�°��2��3 s"�,„`t �^:. �����_ , �� �.4 � ,�, �������s<� Job Number: 932900701 ,, . _ ..w.. . ... . .. Report Description: Residerttial 13R � \ Fi � 'i ;e � � Uiar��iar Flow Veia�citY " iiW.0 Fricti�n Loss ` ' - CengYir . � Pre�sare Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th � a • < • • Route1 � a � a • DR _ 0.7430 Q= 17.00 __ 12 .58 __ C=120 0.516735 0'- Pf 0.775 401 33'-6 q = 17.00 K=4.2 16.383 Spr(-16.383) 1 '- Pe -0.217 482 34'-0 16.942 E 1 '-0 1 '- Pv FM _ 0.7430 Q= 17.00 � 12 .58 _.__ C=150 0.341967 15'- 11 '/< Pf 6.492 482 34'-0 16.942 3'- Pe 502 34'-0 23.434 T(2'-0 , E 1 '-0 18'-11 '/ Pv FM 0.9950 Q=36.68 15. 13 C= 150 0.342118 13'-7%s Pf 4.832 502 34'-0 23 .434 0'- Pe 536 34'-0 28.266 Tr 0'-6 14'-1 '/a Pv _FM _ 0. 9950 Q.=58.29 24.05 ___ C=150 ___ _ 0.805946 _____. _ __ 9'-4'/2 Pf 7.556 536 34'-0 28.266 Pe 561 34'-0 35. 822 9'-4%a Pv FM ____ 1 .2450 _ Q=58.29 _ 15.36 _,___ , C=150 ___ 0.270539 _ _ 1 '-1 Pf 0.496 561 34'-0 35. 822 Pe 556 34'-0 36.318 1 '�1 Pv FM 1 .2450 __._Q=II2 . 78 21_82__ _ C= 150 __ 0. 517650 ____ 9'-8 Pfi 5.004 556 34'-0 36.318 pe 593 34'-0 41 .322 i g'- pv FM 1 .2450 Q= 108. 90 28. 70 C= 150 0. 859780 52'-10%a Pf 50.607 -- ---- ----.. ------ 593 34'-0 - - --- _ -41 .322 6'- Pe 705 34'-0 91 .929 2Tr 1 '-0 , 2E(2'-0 58'- 10'/< Pv BL 1 .9590 Q= 108. 90 11 .59 C= 150 0.094548 2'- 1 Pf 0.836 705 34'-0 -- - - - --- 91 . 929 - -____ T�5�-�� -- 6'-0� Pe 0 .598 703 32'-7'/2 93 . 363 LtE, GIoV 1 '-0) 8'- 10 Pv _MS ____ _ 2 . 1570 Q-108.. 90_ 9.56 C= 120 0.089391 5'-0% Pf 3.752 ._ - -- 703 32'-7%z - --- 93 . 363 --___...-------- -- -- - - 36'- 11 Pe -0.020 691 32'-8 97. 095 2f(-0.000), 3LtE(3'-8%<), 41 '-11 '/n Pv CV( 13'-6Y2 , PO 12'-33/ ST____ _4.2600_. __ Q= 108.90 _______. 2 .45 C=120 0. 003250___ ___ 121 '-1 Pf 0.755 691 32'-8 97. 095 110'-7'/� Pe 10.507 369 8'-5'/< 108.358 5E( 13'-2), 2LtE(7'-10%), 232'-5 Pv CV 28'-11 %2), BFP FM 8 .3290 Q= 108.90 0.64 C= 120 0.000124 52'-9'/< Pf 0.013 _-- -- -------- - -- ----- 369 8'-5'/< 108. 358 54'-2 Pe 4. 010 10 -0'-9% 112 . 382 E(22'-2 , 2LtE 16'-0 , S 106'- 11 '/o Pv � ae000 �ou4e2oeao • DR 0.7430 Q=19. 68 14 . 56 C= 120 0.677491 0'- Pf 1 .694 402 33'-6 q= 19. 68 K=4.2 21 .957 Spr(-21 . 957) 2'-0 Pe -0.217 502 34'-0 23.434 T 2'-0 2'- Pv ° OOOeRoute3 � � • � • DR _ ,_ ___ _ 0 .7430 ____ Q=21 . 61 15 ,99 C= 120 __ ___ _ ___ 0. 805364 0'-6� Pf 2 .013 403 33'-6 q=21 . 61 K=4.2 26. 470 Spr(-26.470) 2'- Pe -0.217 536 34'-0 28.266 T(2'-0 2'-� Pv • aaa � Route �4 • • • � � _DR _ _ 07430 Q=24 .49 18. 12 C= 120 1 .015152 ( 0'- Pf 2 .538 -- ----- ----- ------- ---- - -------- - - --- - 310 33'-6 q=24. 49 K=4.2 33 . 997 Spr(-33 . 997) 2'- Pe -0.217 556 34'-0 36. 318 T(2'-0 I 2'-F� Pv 00 � � � Route5eO • � 0 DR ___ _ 0 . 7430 _ Q=2612_ ._ __ 19_33 C= 120 1 . 143841 0'- Pf 2 . 860 311 33'-6 q =26. 12 K=4.2 - 3H. 679 - Spr(-38.679) - - 2'-� Pe -0 .217 593 34'-0 41 .322 T(2'-0) 2'- Pv �t�€CR`'���t��Pip�,��ti�l�i���V�I�2�s �hd.,��Et)�it�s'�G-1�E� �€��Y� �<} C Uatu�`�1ill(fipli�t��k�<. � --.�.� _ _ _ ..--- - - - - Actual inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter � = �actor Multiplying Factor 0 713 1 . 16 1 . 33 1 51 M�, O M . E . P .C�D, Inc. r;� AutoSPRINKO VR5 v5 .2.6 03/25/2008 12 : 24:08PM Page 5 . . . , , �� � ���»�� "�� °`� ������,�� � ��-,�%���� � ��� Job Number: 932900701 i� �E�z�����,sY,,������������,�s������'���� � Report Description: Residentia! a3R. .2 ' " ` P e� e� �� Uiam�ter ` Flow �Velocity � HWC _ ' Friction Loss� �A ��� Len`gti� � f'tes�ure Downstream Elevation Dischar�e K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th 2"m'� ,�"".�;. v�,'r`,e s- s'y� u��t-r�r S'�`�'.3i° ., z-�f s ���+.'.. f} r�\F �r' �+^'2.t /'�*V }'r?�.r�i R r it j�., ':� '� d ,a.55 ..,. , � p� p 6� i µ�j+prp 1, rs "� 3 �Fw 7 �{�yd��.},9 h ;4 ���V���4'� �G� ������ 1 L � tnir,..� � �v` f .\:Y .,r���` �! 1"J �G���� f � � ZO.. � "$< ,.. 0 '�'�, �'�'.�': � ��r'b��Yi�[l� �i �.� �➢ 4 .. � . L . :00.. . , �.� k,..l.3, �,n �o� aP`�s_2..�F`i ' '� `"'� z zF r .� i n ( z';s�� x --t? , . >� '' .�t+ ..`,.�b`1. �'i S'+�'fII`���=� . 3 "'n.,.t.F . ,. . ���,.. AO Arm-Over Diameter inch ALV � Alarm Vaive BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gnm BaiV Ba�l Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser IVipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Vaive ST Stand Pipe Pe Pressure due to elevation difference between indicated points � 90° Eibow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Eibow Ee1 11 %a° Eibow Ee2 22%z° Eibow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node ff FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose t-IV Hose Valve Hyd Nydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzie P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Vaive Z Cap �, O M . E . P . CAD, Inc. ?;�� AutoSPRINKO VR5 v5. 2 . 6 03/25/200H 12 :24:O8PM Page 6 ydraulic Calcu� ation Lod� � c� Va�l 174 Ea�t C7or� Creek I�rive �TAII,, CO � � oor es� e �� a� � 1 . �� .�'"`��' ��' � i� � s`Y�e��"�E��ai�^`�' �t.���,�'��Y ti ���� s'� °; ����"� � � ���Y 5 ����°~,�� Report �Jesc i tion uRes dent a900 R 3 � ti, � ' �.r.^, . 2,. ;' ��'z ° ":'�,`�5'�flsP '�` ` z" �:i �v.,� �a x� .., � -'�,z 5 � `3 ;� �. �s i�"3 u '° � a v"*{+i.ea's� � Fv�rn : ��s Pe�=. � . ; a .a,n. '" '.o � , >��t���'...c..t . . :. ,_,. ..;,. +.,.� r.?��i,,,.r';. P,�,-�z:. 3�.�?;� ',��3 :.....��."'88z�'.�?o �s.k`e,�si °^„a�ti> �? � as�.�aE. '� `xX�t �,ue" F`%. a � � :� �. z�i<.. "�,`�'�'1�,,"�,� .� sn7��rc'�'�, �'i���_ ...Y, ��'�^z'F' _,€� :�, . . . ., �� . .. ",. � . Job Number � Design Enginaer 932900701 _ Joe DiFulgentis Job Name Phone Lodgeat Vail 720-941 -2237 � 720-941 -2281 -- --- ---._.._....._ ----- --- ------- Addresc 1 State Certi(cation/Licenss Number 174 East Gore Creek Drive — — — -- � 007 _ — — Address 2 AH� -- — Vail Fire Dept Qty Slate Zip Code I Job Sile Vaii CO �1657 Lodge at Vail �mf ri�`.y & � yr, ... _s,x 1' f J`: xu.Saa isa^\ k.S - � c. 'u cz � r.a -. ...;s � \ ': . . �Q. , �'"�. 3��3 . ��.Ea. "` �s a...' e � s '�..;`wi,� �,� L�' ?✓� 7 T�r � i* "'c �f a � ti, ,.�, ,T� � e „5 kr ? "v r ' b� r " 4a�'. F ., '� �`:'r,"'�,� .F`'„�`ES G�n `� k ";��.,. .�Ru,�.. �3..�i .�,,v,za �.-'"... �F,t°. � `f . .�kv � ',3-. ..., �5 . .�:�c�'�.`.,4° . ., x . :.�Z:� < . . ?, ,:.: , , : �e rS � �r -c, � '� '� ti < u� k � � � ��� ,,. r ,e..: 'u =„vd%1,.. . � .� : �,��, r .. T�.� ��r,f �� .s�,(, �f��w 4�, „.� �ansity Area ol Applicalion 0. 100gpm/ftz 264.00ftZ (Actual 211 . 99ft2) idost Demanding Sprinkier Data Hose Slreams 5.6 K-Factor 14.82 at 7. 000 100.00 - - -- - ------- - __ ----- -- --- ------ Coverege Per Sprinkler Number O! Sprinklers Calculated 100. 00ft2 4 System Pressure Demand Syslem Fiow Demand 51 .940 65.43 - - - --___- ---- Total Demand Pre�sure Resuil � 165 .43 @ 51 . 940 + 104. 840 (66.9%) 5Upp1[es " �;,_ ` r � y `: , ,. . . s . �heok� l?6mt Gairges , Node Flow m Hose Flow�pm � Static si Residual(psi ) Identifier Pressure(psi ) K-Factor( K) Flow ppm � 10 648.00 100. 00 157.500 148. 500 Li�tlgepE�/ai(COPY:c��1 :. ' Supply'at Nnd� 10 648:00; 1 ��.00; 157.50f}; 148.500) , , ,.. i : � ' 200 ._. - - ...�_r- �_....�.. :..__ „_ � ��-. . i..__. - . .._. ._T4,._.;---�-i_ � T -------� 180 ! .� --- - � _� i-- r _... .... - '+ �- _ L:. :-_::__::.-�-y.. �. -��;._. '. -_---� � gp Static Pressure 157.500 _.�.._.;�.;___ _ _, r. :�._.-�i- _-� 648.00 @ 148.500 J �--�.�:_.�� � — -�_ -------, 140 — �- - - -- -_��- 1 _ _- � --- _ �-_:__ _ ==� .. �' ._ 120 - N L2. � � � ao N N �' 80 - �� - � ; ....,. ._�. ;_ � � d } i-� � .. � . . , 60 - ij`-- ���-� 165.43 wifh hose streams ,� �`�`"'��� 5.43 � 51 .9 $,1-- 40 ; Sys4em demand curve �}�-- ,, 20 � P , p �' "� � ,�Q3QQ 4�0 �� 6QQ �� 80fl 900 1000 � Wat�r fiow, gpm � O M. F . P .CAD , inc. '�;�� AutoSPRINKO VR5 v5 . 2 . 6 03/25/2008 12 :24:53PM Page 1 �Mf $S c�-�� '� a�j `�� �,ts�i ��c. S. � '��dz �v�asr.v'' a "�`v�s,;;»'� ; ��=�!�1��� � � _ _ ' �, �`� ���� �� '����`�"';�'� Job Number: 932900701 ��, � �� ����.�`,��� o.n ,� �� • den z � y���� �� ��Y � , � .. ,� , ..� .� , � Re ort �9ESCn � tion l�esi tial •13R 3 � �� Y�, fir ..._.d r��3� " . . '�e �y.�t`�%���i ��%y``-:r'J�. '�z, z 3 '�'4?'+� A n�>"FV+ vi: a ���E''�' � '$�5�e�����^�` •�' z '�3 �n�Fl�� ��`� �P$� § � �� .,+,r.� - . � .... . . ..-. , ., n ._ . ,:.� � .... , . ., . ;'+�a. s.. .'. . . ,�v'('�� . �.� ...,n�"...e°e sv�� a,�", e,x. i?.�.�,�f$'s... -: -,. . ,�., ,.�.; a ''s ..),:.. .f�2�°$��? . . ,. , aw1+�,� ,d-�s . x ., . ;. �8 � , Job Numbor � �� ~ . �. _ 932900701 Dasign Engineer Joe DiFulgentis Job Name Slata CetliticalioNLicense Number — Lodge at Vail 007 .4ddress 7 "-- -----""-- AHJ —�--_' — 174 East Gore Creek Drive Vail Fire Dept Address 2 � — "' --'---' — — Job Siie Lodge at Vail City Stato ZipCode DravnngName Vail CO 81657 LodgeAtVaiICOPY.cad y,Y...U;:.iY fY C.t�v�� j '�. 1Y � .:; .G } A�:-� C \ S` U�. � . .�. \ py > �jFr}�:. U G>' f F Jt`. ? � - h (. } ' f � .�Y, F��t�a .r�.A>�*3��g�'Ee;�",.a^ w�S�...�� 7, "',4e ?:. �` > . 1< ,;.'` .:N �Z 3�,� .+,t, �� �, `�a v2 r�. t. T .k)C��l�n::��i� ef�1., �a.; s �r�"r '�� r ¢ %�a,� � � -s �'��'�t < < ?,4, , srp ��nx 'v,iiJaR3 2:. _ _:v, .. ✓o-n ..�. .. .>..�,.., v..,,., , ..,, .�„ ,.. .� . . > > . .. .. � .. . , -. ,�:;R' Ye C ° e`v�s?b �...,Ai.. ,��., ,�`',rh ,,,{.3 .r�.�i�':.a.. r c' �. . `^ � .t?r 3,. , ldost Demanding Sprinkler Oa�a Occupancy 5. 6 K-Factor 14.82 at 7.000 Residential 13R 3 Hose Allowance At Source Densiry Area of Ap0licalion 100.00 0. 100gpm/ft2 264.00ft2 (Actual 211 .99fta) Additionai Hose Supplies Number Of Sprinklers Calculated Coverege Per Sprinkler Node Flow m 4 100.00ftz AuloPeak Resulis: Pressure For Femola Area(s) Adjacent To Most Remole Area _ '_'___' ___'___'—___—____'_--___ _— _'__._.. Tolal Hose SUeams 100.00 --- -.._..--- -__._._ -. . System Flow Demand Tolal 4Vafer Required Qncludin9 Hose Alimcance) 65.43 165.43 - -------- -------- --- _ _ Maximum Pressure Unbalance In loops �. ��Q '— _'_' _'_'__' __'_____'._...___'_' Mawmum Velocity Above Ground 19.46 between nodes 494 and 480 -- --- ---- ------- — _._. ._... ._ Maumum Velocity Under Gmund —__' _"_— —_"_._"' _'- _ _.— . ..---- —'__.._'_.__ _—_ ___'-_' _ Volume capacity of Wel Pipes Volume capaciry o/ �ry Piyes 550. 16ga1 V�����Q�4 ) 4 1 r f r: .. . � f ? t z � � �< < Hose Flow Static Residual � Flow � Availabie � � Total Demand � Required � �Safety Margin � Node m si si m si m I si si 10 _ __ 100 00 _ �_ _ 157 . 500 _ _ _ 148_500 648. 00 � 156_780 ; __ 165 43 �___ 51 .940 _ � 104 . 840 _ _ VV�fK �aYk4[ � �: F. `" � "^�" L > "�.. �� R '. 54�-73'K..2' • 3' kF�T . 1 Y 3 �: . �.:, > S b .y. , .i nk:.< ,.u, . 7 ,.2zri w�' r . _: L .��� ����. :� i . �< < ,� , .,���). "r,�i'�k ,. .� , . �r . F :? '� . ...,. ,��A , �. t . ;'^: 4 ? , � ; ��_ � ,r? K .rr r�.� SQ h '.g € �`� �. 5 . " w Conlractor Number �onlaot Nama Oonlact Tillo 007 Joe D PM Conlraclar Name Phone Extension SIMPLEXGRINNELL 720-941 -2237 - --- -- - _ --- Address 1 __ --'_'_..._.___..__'_—__ FAX —_____'_ '_"_—_ _ 6240 Smith Road 720-941 -2281 -- ------ - - ----- Address2 ................__ __. _____. .__. . —_ _____._._.__.____ __ '_'__'__'_ _.__.._._......_'—'—'__"_ E-mail jdifulgentis@tycoint. com ----- .-...__..._ _- - ----- ------------- ------------ _ _- ---- ----- ���Y S�ata LpCode WebSile Qenver CO � H0216 simplexgrinnell .com [� O M . E . P.CAD, Ina i;�� AutoSl'RINKO VR5 v5.2 .6 03/25/2008 12: 24: 54PM Page 2 �� ����"��� a ���� , � r ����° � �xl���� ���'����� �� K�� w'��� = � k�� �: Job Number: 93290070 ��������`���������: E ��������������. F �� � ������� � F�*"" Qwf'.'Y.'aMf' Report Description: Residen#ia1 . 13R .3 . . - Actual Fiow Nlinirriurr� Fi�w 'rtaFx�.t�r ' F�r�r;surei Device m m K si Sprinkler 302 16.88 10.00 5.6 9.081 - -- — — - ---... _—.. -- - — _ � Sprinkier _ __ 301 14.82 10.00 5.6 7.000 -- - - ----_ .-- - -- -- -- --- - _ _ Sprinkler 3031 15.46 10.00 4.2 13.549 -- --- --- — ---- -- — --- -----.... - - ----- — -- Sprinkier 304 �--__- 18.27 -- ---10.00 --- - 4.2 18_932 ----- --� --- � Most Demanding Sprinkier Data �, O M. E . P .C�D , Inc. i;�°� AutoSPRiNKO VR5 v5 . 2.6 03/25/2008 12: 24:55PM Page 3 �� � �,2 2,`tS `.-§,�z� ��� s.� ;.�"t � �s �ii's.�."i}� `a`"�t���"rnai`'�"�' 1 N , � , .. � . . � . . .M.� �����'�'�q���`�''�,;��,������� � ��. x���m�'�����n� Job Number: 932900701 � � ���� � ' "` -' � ' ' Report Descrip4ion: � R�sidei�tia� 13R 3 �,e. a.---�. .:�._. ��,. ..____���.�.�.�._-� _ .. -- _ Node L"�eWatian f'c��t Fiitin s PressurE si Dischar e m 369 8'-5% BFP 47. 925 472 48'-0 T 2'-0 , Tr(0'-6) - -___ -- -_----- 10. 175 --- - _-_ ---_- 473 48'-0 E 1 '-0 7. 369 480 ---- 48�-0 T 2'-0�---- - ---- --- 14.416 - ---- -- -- ---- - --- -- - -----.._ 493 48'-0 2T 2'-�---------- ---- 19.947 494 48'-0 EE 1 '-0�_ 18.309 - -- 495 _ _ 48'-0 T T 2'-0 , Tr 1 '-0 � - ) � ___�- - ------ 20.266 _-- ---- _ - - _-_. 507 _ 48'=0_ 2C 2'-0 , Tr 1 '-0) -- ----._ _--- ------- 23.923 ----- - - 511 48'-0 _ T 3'-6� 24.894 ----- -- --- ---- - ------ ------ -- --- _ ..--- --------- --- --------- ---- -- 310 33'-6 � Spr -- ------ 7.000 -- -_- - 556 ---34�-0 T 2'-0 ------- - -- 0.000 ------- -- ---- - - - - -- 596 - ----- 48�=� TL-0�,_Tr(1 �-0) - -- ------- 27.549 _ __....._- -- 597 _ _ 48'-0 T 3�_ __ 27. 583 - - ------ ------- -- -- ----------- -- ---- - 311 33'-6 S r 7. 000 -- - - ---- --- 593 -------.__.._34'-0 T 2'-� 0. 000 - --- --- -- -----.__.._._ .._.__. 622 46'-8 ' PO 12'-33_/<�_ 31 .009 - --- - - - --- - ------ - 632 46'-7'/z GIoV 1 '-0 29. 567 -- -- ------ - ��----_ ------.-.___ - ---- --- -- 9 28'-4'/2 I 0.000 ------ ---. _.._.--------- -- -.._. ---- - - -_ --- - -- ------ - - - 6 28'-�4'/2 � f 0. 000 __ _ - -- --- ------------_--_ ----- ---- -- --- - - 1 28'-4'/z ; 0.000 - -. __...__ - - - -- - -- --. ...- -- - 3 28'-4'/2 � 0.000 - -- - -- -- ------ - --- -- --- - --- -- ----- 4 28'-4%a I 0.000 -- - - -- - - .- ...._ - -- - - - . . _ 5 28'-4'/2 0.000 --- --- _ _ - - - - -- - - . .. -- --- ----- - 8 28'-4'/z 0.000 --- --- . .. ----_ _- - - --- -- - - _ _. . . - - - - - - 2 28'-4%z __._ . . _._._ ._ 0.000 -- ---- - ----- ---,-...---- 7 _ 28'-4'/2 _ - - 0.000 --- -- - - _ --- 10 -0'-9'/ S 51 .940 65.43 - --- - - -. __ .302 -- 47'-0'/4 S r -9.081 -- -- �._ _.... 9.081 _ ---16.88 _f _ _ __._.___ _ 301 __ _47'-0'/4 �Spr(-7.000� I__ __. _ _ 7_000 14.82 --_- 303 _ __ 47'-0'%a S�r�13. 549� _ __ 13. 549 15 .46 -- --- _ - _ . . -- - ---- -- - _ __- 304 47'-0'/� S�r(-18. 932 18. 932 18.27 (Ay O M . E . F' . CAD, Inc. �q�� AutoSPRINKO VR5 v5. 2 .6 03/25/2008 12: 24:56PM Page 4 - _ _" '� . �"�i .�� �?"r�'sa"°�''.l e Yw kc' £'� '�"k'r'�t° °T�si EY''vi'� ^�.C� z��" � �"SL�,4.� , � . , ; � ��.l�� �� �� � ��� �����' ���' �� °�� Job Number. 932900701 ��� � � � � ���� �����'� �- � � � � � - Report Description: �Ftesid°r��ial 1 �[� - 3 �i e '� ar� -- ; . �€a�r�naer 6�t�:.=vv Vel� €t;, __ HVVC _ Friction s..as;s Length Fra��ure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream Total Len th Oe � • � Route1 aa • • • DR ____ 0.7430 Q= 14.82 10.96 C= 120 0.400683 0'-113/< Pf 0.791 301 47'-0'/< q= 14. 82 K=5. 6 7.000 Spr(-7.000) 1 '- Pe -0.422 473 48'-0 7.369 E 1 '-0 1 '-11 % Pv BL __ OJ430 _Q=14.82 10. 96 C=150 0.265166 10'-1 Pf 2 .806 473 48'-0 7.369 0'- Pe 472 48'-0 10. 175 Tr 0'-6 10'- Pv BL ____ 0.9950 ____ Q=31 . 69 ___ 13.0H C=150 0.261051 11 '- Pf 4.241 472 48'-0 10. 175 5'- Pe 480 48'-0 14.416 2E 2'-0 , EE 1 '-0 16'-3 Pv BL 0.9950 ____ Q=47. 15 __ 19.46 C=150 0. 544427 6'- 13/< Pf 3.893 480 48'-0 14.416 1 '- Pe 494 48'-0 18.309 EE 1 '-0 7'-1 % Pv BL ______ _ 1 .0550 Q=47. 15 17.31 G= 150 0.409354 2'- Pf 1 .638 494 48'-0 - --- - - --- 18.309 - - - 2'- Pe 493 48'-0 19.947 T 2'-0 4'- Pv BL _ _ _ 1 .2450 Q=47. 15 12 .43 C=150 0. 182753 0'- Pf 0.320 493 48'-0 19.947 1 '- Pe 495 48'-0 20.266 Tr 1 '-0 1 '- Pv BL _----_._- 1 .2450 ._---___ Q=65 43 ______ 17.24 _ __ _�=150 __ 0. 334992 _ _. _ __.___ 8'-11 Pf 3. 657 495 48'-0 20.266 2'- Pe 507 48'-0 23.923 2Tr 1 '-0 � 10'-11 Pv BL______ __ _ __ 1_4810 _____,__Q=65.43 12 . 19 C=150 0. 143H49 ____ 3'-3� Pf Q971 -- ___ -- ------ - __- ._..._. 507 48'-0 23.923 ! 3'-6! Pe 511 48'-0 24.894 T 3'-6 ( 6'-9' Pv BL __..._ 1 .4810 Q=32 .67 6.09 C= 150 0.039813 53'-8% Pf 2. 655 --- -- ---- _-- -------- ------ - ----- 511 48'-0 24.894 13'- Pe 596 48'-0 27.549 8Tr 1 '-0 , 2E 2'-6) 66'-8'/< Pv -BL - -...--- --2 .0670 _ _ Q=32 . 67 _ 3 . 12 .....____ C° 120 ------ --0..011863_ _ � 596 48'-0 27.549 - -- _i 2 � P� 0. 034 597 48'-0 27. 583 � 2'- 1 Pv BL __ _ 1 .9590 Q=65.43 6. 96 C=150 0.036838 21 '-7%z P# 1 . 386 - --- ------ - ----- --- ------- - --- .. 597 48'-0 27.583 16'- Pe 0.598 632 46'-7'h 29.567 3Tr( 1 '-0), T(5'-0), 2E(3'-6), 37'-7'h Pv GIoV( 1 '-0) j MS -__-- _- 2 . 1570 Q=65.43 _ 5. 74.- -...__---- C= 120 ----._-_ 0. 034829__.--_ -- I 5'-03/< Pf 1 .462 632 46'-7'/z 29.567 36'- 11 Pe -0. 020 622 46'-8 31 .009 2f(-0.000), 3LtE(3'-8'/4 ), 4 'I '-11 '/ Pv CV( 13'-6'/2), PO( 12'-3'/<) ST 4.2600 Q=65 43 1 .47 C- 120 0 . 001266 ( 135'-1 Pf 0.339 622 - --46�-8 --- _.___--- ---- 31 . 009 - - _ ___---------I 131 '-8� Pe 16. 577 369 8'-5'/ 47 . 925 3LtE(7'- 10% ), 5E( 13'-2 ), i 267'- Pv CV 28'- 11 %2 , BFP i FM __._-----_._.._ 8. 3290------__Q=65.43 -- .. 0.39 ---- - C=120 .__ _. 0_000048--- - - - � 52'-9% P� 0.005 369 8'-5'/ 47. 925 � 54'-21 Pe 4 . 010 10 -0'-9'/ 51 . 940 E 22'-2 ), 2LtE 16'-0), S ; 106'-113/<� Pv � aoaaoRoute2 ° eoee � DR __ _ - 0. 7430 _.___._--. Q= 16. 85__.__.._.. 12 .49 --- C= 120 _.._.__.. _0_509765 - ___ --_ ; 0'- 113/ Pf 1 . 516 302 47'-0% q = 16.88 t<=5.6 9. 081 Spr(-9. 081 ) ; 2'-0� Pe -0.422 472 48'-0 10. 175 T(2'-0 j 2'-113/<� Pv � am � a ^ Route3OOB8a DR__ __ __ _ 0.7430 Q= 15.46 11 .44 __ C=120 _____ . _0_433473_ I 0'- 113/< Pf 1 .289 __-- --- -- --- - - -- 303 47'-0% q= 15.46 K=4.2 13. 549 Spr( 13. 54y) � 2'- Pe -0.422 480 48'-0 14.416 T 2'-0 � 2'-11 % Pv � am � � aRouYe4 � � O8e DR ___ OJ430_ Q= 18.27 13 . 52 C= 120 0. 590681 0'-11 '/�� Pf 1 .757 --- --- 304 47'-0'/4 - - q= 18.27 - - K=4.2 - - -- 18.932 - - - - -- Spr(- 18.932) - . 2'-0! Pe -0 .422 495 48'-0 20.266 T 2'-0 j 2'- 11 %) Pv • � � � � Route5 � � a � � -BL - ------- 1 .4810 Q=32 75 - -- 6 10- -- C 150 ---0_0_ 39992 --__. _.__. --! 5�'-23/ Pf 2. 689 511 48'-0 24. 894 � 17'-0 Pe 597 48'-0 27.583 2E 2'-6), 5Tr 1 '-0 , 2T 3'-6) � 67'-2% Pv ���t.,��,_�,�,.����p�����.,��`:.tl����SZ��R��,�..,��.��4t�����-��,a��'�'������.�� `���.''. �.�m��.jl�' !�'' ,���I i� s�.�,��.�: � ;��., ��� �� � � ---- -- --_.:_-.-:�:-,_--,,.------_.--:-'__ _"'_°-,_°=- -_ Actual Inside Diameter 487 Value Of C 100 130 140 150 � Schedule 40 Steei Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1 . 16 1 .33 1 . 51 �l�, c0 M . E . P. CAD , Inc. i;�� AutoSPRINKO VR5 v5 . 2 . 6 03/25/200II 12 :24:57PM Page 5 , � a {�� ^.�.y +s" �r� ����e�r�,��,°.`+��� ������b'� k�,k '��v�,�a`�� 'n�" ����C �F �� ,�,���� � ����;��� Job Number. 932900701 ' � � �, . Report Descrip#ion: F2esidentiaL13R .3 � . F� i c*?•s�e__ . �iarr �"�Ye� Flow Ve9�ocitSr F�1/4'�_ Friction L• ass - Length ' i�ri�:;u��e Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary U stream k m a� Total Len th S�. a � ' k:`�'' `±:� �bc, r'-,.$ 3- 41+�^,ti i , '. h � f si ,=..s^�x 3v i„ e;;aa � '�,ci e wi�Lfi �x i 's -,3x.`�, �. ,�j,.,¢:.i."'�::- � � .a, �, . ,�. ,�. +.,°;. „ ���e T��`�e�e�rC��� ' r ��� �.����m�� � Un��s �� e�t�t� ,,��.. ��� �: Y tt�- � r ,. ..... . � sv- c� t`, F�, ".a5rwn. '.fr.<2 ^:�.r:n "-s`D, . ,�s:. � . 4 ., � _•: ��, ..z .��. , rr,'� r ',! .:.s .. , , , , ,. � S'�- �^ ,, 4,�^'F�k�t�F�����,�`U5�`3a`�.@ �� ��wg. . F -.k-.: <. .> i . . ,. � ?: t tt �r Y x ��c,�u�a�'.:. . , � . ,rna.- _�'. *�_ n ,„.:„° AO Arm-Over Diameter Inch ALV Alarm �Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupiing MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pq Total pressure a4 a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a poin4 in a pipe DeIV Deluge Vaive SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90° Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45 Elbow Pv Velocity pressure at a point in a pipe Ee1 11 %, ° Elbow Ee2 22%2 ° Elbovd f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TPvI) Eibow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Vaive GV Gate Valve I-lose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �, O M. E . P . CAD, Ina ?,�� AukoSPRINKO VR5 v5.2. 6 03/25/200II 12 :24:57PM Page 6 13 R RESIDENTIAL AREA 1 � oe��9� aa��s PER NFPA 13R 68. 12 THE NUMBER OF DESIGN SPRWKERS UNDER FLAT. Occupanry: Resiaemlal 1 ]R 1 SMOOTH, HORRONTAL CEILINGS SHALL MCWDE ALL SPRINKLERS WITHM TotalSpnnklers. 333 A COMPARTMENT. UP TO A MA%IMUM OF 4 ADJACENT SPRINKLERS, THAT Numberof5prinklers Caiculatea 3 RE�UIRES THE GRFATEST HVDRAULIC DEMAN❑ K-Facror' G 2 - 13RRESIDENTIALAREA3 _- — — o�m�e s�ze: a aae g Msi9n BaSrs Nesitlentiall'sRi•0. 100 m/fC' fo� 500DOft` DesignDensity: O.t00gprtJfl' �==�v�r n..�n.�n.iuqa . 97 Resitlential 13R 2•O. IOOgpm/tt' for 900 OOft' Average �ensiry: 0.1 �]gpMN' Residential 13R 3•0. 700gpm/tt' fof 26490tt' �� 7o�y�o„i.xbR� sas 3 N . orsp � m o�,.n.n T ;- � � - - � - - - - - lveaofApPfcaton 900.00R' IACma169B.OM') �I p_ �9 � . � v-F . r ss ' 1 � i / / / / / Dementl el Base Of R' - � ur Pti nl Ot Co� i evlion � �I' � �a O � se �. OS I ' / � p � � LOBBY QLQ$ rotaiDemantlFlOwlgpml: 0.00 , � 6 �z $7,q/�R ��3 0 �oe n omaqamirr - � � � �»,. Y `/ m ' Prezsure(PS 1 i 000 i - � J � A a c ry. �3oab� nm� D>A � � 0/ �OH �.. � . �� N tACPI • - 2E1.GOIP � *, . . 1_y. tl J � 301 Uv.ua C1199ft _ 2 / \VVV �o � 6F WaterSupplylnforma[enA� TimeOfDesign aeo� d � I o .rn e cq a.ao�mcicnnemon � � � �;� �� oi� �i _ �g' w � �� St IcPressurelOS )�. 15] 500 -_ � . / � � . � . � � ar w� p �. �uez � � ,t 2� +�p 81 � � � o RPSG IP SSYR.p51) 14850� AQ � ' _ . _ � � eA . )3fi� 4�/ � � SupplyFlOw�gpm�. 6aBA0 � �� � � 6� w sypiyi � u � oo�o..y� � � � Fe � , 303 � a . �P , �s, �o: WOODSAMMY $���� o �o �/(o � '� °e• TotalDementlFlOwfgpm)'. ]0623 0� - g6 � � � � e m v .vacs� iaa=oo 6 � ,b` a� �"� � . y�i I TotalDemantlPressure�psi)�. 132850 - yt - - - Jf li s�.pi� -ia.qyp�,�� s+s :o HANGERCODEk3 #°j ' -6/. � I - ia:�., e ro�. Y\ -�12'_1'f/-' ` I � -I � _i razi �em.,aares:�re,osr sisao � � aes � ess �� � oem�armmsvm m=_a� � '�,g, i ? 13R RESIDENTIAL AREA 2 �� �F�2EMIER SUI7E HCODE .' +•, F� � � ELEVAT De$1y� Bas�s - � � I m 4TH FLOOR AF VOLUME = 1 ALLTHREAD ROD 1 � � ��� � � � ' � � *� ,�� ocoupancy Resldentlei �aRZ � 33. 8 � GA��ONS 2 ADJUSTABLERINGHANGER 1 � � / � � • TotalSpnnklers�. 333 °y °'= _- - - - - � ' � 9pa�� 1 : � SUITE nwmoerofsprinxierscamma�ee� 5 FF�'" '31 � s ''h � �� 3 WOODSAMMY 1 / - �c 4 NOT USED 1 _ � / mz i� �, K-Factor: 42 . -- _ -�.6. rr �W� � soi �r- 602 - � � OnOceSize: 043] � i sr �� y, \ r ' ei - � � �� `°' oes�y� oe�s�ry, omoyomm' 6 � FOYER I ° �,� •� �s� 6F��', F�'�" 5 NOTUSED 1 i I o% f'°I „ a< BEDROOM Q v I I Averege Density 03B2gpmRP si � ' � �96 I s� - �� - -� Areeofqppliwtion 900DOtP �Actue126528ft'� I } a -� - - - �a„� � „ I I \ � ci o� o I � � pementl el 8ase Of ftiser or P�ml Of Conne�ion �. I � ' i � 3 BATH -� m � � e� m SUITE , ,. i .; 5. � i . ro�a� oema�dF�o,v,9Pm� o.00 i - � oi = � BATH I � I ��� i STEEL PIPE HANGER SPACING UNDER 100 PSI i a� PressurefPSi)'. 0.000 � FF I •' „ FOYER �. k _ _ _ .— — — - — - — — � � � +' � STAIR wa�e, s�pPymro,maeo� anmeoroes� � �9� � _1__ ��� I � � .� � SIZE BETWEEN HANGERS TO ENDOFLINE ARM-OVER LENGTH , MAX. • � ' g� _ � �� .ir �5 io�xz P� PE � SlaucPressure(psq 157.500 �� s' � � � � ���` �� c � 01: ' `�' „ 1 " 12'-0" (SSP) 3'-0" (SSU) 3'-0" (SSP) 2' 0" (SSU) 2'-0" s's� ' ^ — — — Residual Pressure(psi��. 1485GO *e'I � MASTER BED„I � � a � ov. 9'° � � � � �I ' �I " j - ,, , � m FOYER �� „ . I e � � �* d03 ,z �.�� s�vvryF�owc9vmr easoo ; � ,mi� � �t-�'•. � - � 1 '/<" 12._��� (SSP) 4 0 ' (SSU) 4' 0 (SSP) 2�_�" (SSU) 2�_�� � ��°' Total �emantl Flow(gpm�. %8.90 i � � I � � s^ � x ��� . � I pEFF I / I mta� �emendaressure�pso�. � �?3ez � � VEST. I . ELEVATOE2 1 /s" 12'-0" (SSP) 5'-0" (SSU) 5'-0" (SSP) 2'-0" (SSU) 2'-0" SUITE g� '" `� £CLOSET ,� ° � I I� � � � 2" 12'-0" (SSP) 5'-0" (SSU) 5'-0" (SSP) 2'-0" (SSU) 2'-0" w. �i _ n'r, ' o „yv. c•i , ex _ o�- ' � � ; , ��.�� , T:� ., ' SUITE 3RDFLOOR AF VOLUME — � �I � � � m ,�e�- 6F � s� ; , 56, I m 22. 321 GALLONS �" �ro � o �9�' • a '—o +`�� i 2'/z' 15'-0° (SSP) 5'-0" (SSU) 5'-0° (SSP) 2'-0° (SSU) 2'-0" , � I " - or or �' ' i i I �. �. • � , �=s � � ,> i ,�-,�� 1 , e� � < �� . -- - - eF � -I r�, .� .. -I ° STAIR • „ 3�� 15�_�.� (SSP) 5�_�., (SSU) 5._�" (SSP) 7_�,. (SSU) 7_0�� z� a "c) . _ ,I ..� — I - � , _ � : �ir.�� s- T- T�� � . o'• _ � � 4 15 -0 (SSP) 5 -0 (SSU) S -0 (SSP) 2'_0" (SSU) 2'_0" � JO . � � � �-3 2.10.� e/ \�. g, , 1/ . � 6Q I . �F '- PER THE MEETING BETINEEN VAIL FIRE AND LODGE AT VAIL SIMPLEXGR�NNELL IS ALLOWED I - � �'I - s.s Q� sw I •����I � � y' �. ! 6 TO MATCH THE HVDRAULIC DFSIGN INTENT OF THE ORIGINAI SUBMITTA� Q.e NFPA 13ft IN �� N TOILET � * � � *�' RESIDENTIAL UNITS, REDUCTION OF REMOTE AREAS AS APPILICALBLE). SIMPLEXGRINNELL CLOSET � � �I � °I ` ��� � • '� ? UTLIZED FLOW SPEGIFIED FOR THE EXIST'WG SPRINKLER HEADS `� s � � � � .�; �i .� SUITE � � ov� oa _ o . I '" ' � _or. La= �• � F DESTRUCTIVE SURVEY WAS NOT ALLOWED IN ORDER TO VEftIFY EXISTING PIPE SIZES AN� _ _ - _ _ ____ _ _ __ __ � _ - � � � - - _ — — _ 022ve ]�6 0 T a' �� � z s 3�^ � LOCATIONS PIPE SIZES AND LOCATIONS SHOWN ON SIMPLEXGRINNELL SUBMITTAL 6� �� � � e � ' �RAWINGS ARE BASED ON ORIGINAL APPORVED SHOP DRAWINGS DATED �997 PIPE SIZES �. ,�4" ar �e o:: � 8z,� � SUITE AND EXAGT LOCATIONS OF SPRINKLER HEA�S WERE NOT ABLE TO BE VERIFIE�. =-�F I . inai � ' .� 833 196 LIVING BEDROOM � NEwnNnFREEZE �ooa ( � m F � �� r - EXISITING 4" STANDPIPE SEE �r I �' �p SPK-103 FOR DETAIL) 6 � ox o;: �av, ar ,k9' � � 6'-1ry5 �2.IV I'. .., � ' BA't'H e�.u': I ,I � SUITE ° � � � _� os.� Y ov. �}II � a:,. �—°'iFa��"'= • � SUITE c 3+0 i'41 I ^]' I J'< :V bl . � • I „I „ � LEV O � ' � — � 4th FLOOR FIRE SPRINKLER LAYOUT . �� � = bi P 6� � Fe sraiR _ , _ ��_ � #`�"���- � 4 � � PK- 102 1 /8"= 1 '-0„ 6'-8 �I r.s �"'• 9 �v � m 6.a F -' ' - - #-• 4 SPK-I?03 FOR DETAIPIPP � � � � I i ir - ' - - u� � .._eT,.� i �a�-ir. I I I I 1 l I 1I8�� : � _ 6Fe ecsee NORTH — i o��. o�: e' � 0 2' 4' 6' 10' 18' 26' SUITE �� !s CORRIDOR . CORRIGLOR SUITE 0'/. w: .� cr av: 4�_�: � i.���F � ;aa s� >I 2'-10 ' 3''� b m;y`e � ��-� o d _ - � ��R � �� .J o e:m �'� '" *-°' 6 °'- - J-o=r. � oz � �iS� ' p� �i . B'5 2' 1� 261: i' 8 SUITE SUITE SUITE �� � j� � / i e aNnFREEZE �ooa �E�Enic - rva FoR �EVE�s :.a.a,s i NEw z° cROOVEO so oECREE E�eow ,�j 2 NEW ?" GROOVEG CHECK VALVE '� � � 3 EXiSTING 2 GROOVED BUTTr-RFLY vALVE bViTH TAMPERSWiTCH (WIRED BV OTHERS) � � / 9. EXISTING ? GROOVED RISER MAPIIFOLD WITH FLOWf7E5T S DRAIN (WIRED BV OTHERS) 2 3 rd F LOO R F I R E S P R I N K L E R LAYO U T �; ; NEW � �ROO�EO B�nERBA�� �A��E W�TH TAMPERSW�T�H �W�REO e� oTMERS, , ti i 6 EXISTING 2 ' STEEL TO COPPER ADAPTOR � ,� � n �-� 02 ^ �ol'= A '_O" � - %. EXISTING 2' COPPER 90 ELBOW 'd1 r 8 2, % �" MECH T FOR ANTbFREEZE FILL AND TESTING I �/� I O 1 , � 9. 2" TO SYSTEM [ t l°, I N O RTH so Fr = a.ssa s F = i� 1I8" 0 2' 4' 6' 10' 18' 26'� exisriNC a^ sTaNOaiae � _ .e EXISTING 2 1/2" STANOPIPE CONNEGTION ��' �� � - N th I O i _. — — � j�ai NEW ANTI-FREEZE LOOP �', / ._.i--���`— � AREA OF WORK . _ _ N �� � — ti � ;� C-% �_,'� � / SITE PLAN NTS s TYPICAL ANTI FREEZE LOOP DETAI L SPK- 102 NOT TO SCALE .',1:....lL, f..;^::o:_, .. . � - _ CHARLES KONECNY NICET LEVEL III CERTIFICATION #106442 ' CONTRACTNAME. SCALE: I t(�CO 6240 Smith Road � SYSTEM INFO SEE DRAWING Denver, CO 80216 Colorado Registered srsTEM . svsTEM va�vES�srEM Lod e at Vail Fiie & Contractor #007 N^MEiNO. � rvaE srzs nRea. 9 oanwu er. Secu�ity (303) 355-0500 �� ' 174 East Gore Creek Drive, CHRIS UTLEY IMPORTANT CONTRACT RESPONS�eILITIES SYMBOLS SPRINKLERSlNOZZLES ABBREVIATIONS APPROVALS SEE DWG. CO, Vail 81657 cHecKeosv WLOCALITIESSUBJECTTOFREEZWGCOP��ITIONS. ITISTHEOWNER'S - - - - - - � - - - - - - . - CONTRACTWITH- LOOGEATVAIL RESPONSIBILITYTOPROVI�EHEATTHROUGHOUTWETPIPESPRINKLER ITEM RESP. e�0 �CEILIFI� HTABbVEAEF �. GATEVALVEISEENOTES . ELECTRICBELL � MANUF MODEL � STYLE NPT K ORIFICE TEMP( F ) ftF.5PON5E � FlNISH ESCUTGHEON NOTES ISVM80L aTY gOB 60TTOMOFBEAM I --- - - '- DAVIDKINNEY 'i3 Gl OF P�PE BELOW BOD _ . - - - - - - - - -- -_ . � . 800 80TTOM OF DECK OUT IP! OUT IN I OUT w � � oescaiPnoNfLOORS 3 & 4 AF LOOP SYSTEMSAREASANDWENCLOSURESFOR �RVPIPEDELUGEANOOTHER CITYCONNECTION DyOTHERS -�2a- ��LOFPIPFABOVEREF ' FIREHOSEASSEMBLY WATERMOTORGONGfWMG7 CENTRAL GBo-FR SSP �2" 5.6 12" 155` OUICK CHROME CONCEALED EXISTING I � 10 COJ CUTONJOB _ __ _ THESEPlANSPREPAREDP.T �- TVPESOFVAWESCOPlTROLUNGWATERSUPPUESTOSPRMKLERSVSTEMfyNDERGROUND b OTHERS f FLOWSWITCH �FS� FIREDEFT.GONN �STAN�ARDI I- - �� - - � - - - - - - — FOC FIREDEPTCONNECTION - --- -- - - i � . � Y ipt Hy�RAULICREFPOWT �� FIREDEPTCONN (F�USHi CENTRAL Lr HSW 12" 4.9 3/8" 155" QUICK CHROME EXISTING . � �` HV Hosev.a�ve - � HYDRAULICDESIGNDATA - oeNVea-oas ' � THIS DRPWING PPIp THE MFORMATION ANO �ESIGN APPLICATION HEREW EXCAVATIONS b GTHERS ' TAMPER SWITCH _ � R E V I S I O N S i Y a IWEDES!GNATION BUTTERFLVVAWE - FlRE �EPT.CONN.�SIDEWALK� CENTRAL FBG SSP 12" 42 7/16" 155' QUICK CHROME CONCEALE� E%ISTING • 85 N&C NIPPLEANDCAP REM AREA HAZARDGLASSIFICATION DENSITY AREAOFHWE 50 FT TOTALSYSTEMREQUIREMENTS ENGINEERINGDEPARTMENT , ' T , . CONTAWED IS THE PROPERTV OF SIMPLEXGRIPWELLAND IS LOANED UPON gqCKPILL by OTHERS � _ POST INDICATOR VALVE (PIV) _ _ _ — _ _ - � � - - - NIC NOT IN COP1TftACT NAME/NO . GPM/SQ fTAPPLIC.ALLOW: /HD GPM PSI AT jV EXPRESS COPI�IilOP15 THAT THE SAME BE RETURNED TO SIMP�EXGRINNELL Ai MAIN DESIGNATION - ALARM VALVE �AIV� MS NOT iOSCALE CON i RACT NO�. WIRING byOTHERS HANGER DRVPIPEVALVE KEYGATESECTIONALVALVE . UPONRWUEST� ALLINFORMATIONHEREINCONTAWEDSHALlBETREATE� - OBJ OPEN &4RJOIST -- - ' ASSECRET. AN� CONFlDENTIALNOftEPRODUCTIONOFTHISDRAWINGOR PA�NTING uYOiHERS UNION WAFERGHECKVAWE WITHROA�WAYBOX � - - - - - - ' ' PRV PRESSl1RERE� VALVE 932900701 ANV PART THEREOF SHALL BE MAOE WITHOUT WRITTEN CONSENT OF i GROOVED COUPLING �GCI � . SWMG CHECK VAIVE _ FIRE HY�RAMT (3 WAV; . . RM ROOF MANIFOLD SEE DWG . onrE SCREW W CAP SVSTEM RISER THRUST PI OCK gP STAN�PIPE 03/25lOS ' SIMP!EXGRMNELL - �� - - � - - _ - - - - - - - . -- � GROOVE� CAP INSP'cCTORS TESi �gq Wqy SEISMIC BRACING � � T00 TOP OF BEAM � CREATE� BY THE SIMPLEXGRINNELL �ESIGN SYSTEM � SCRFWE� PLUG ��aBE VALVE � - � � - . - - - - -� - TOP TOF OF PIPE � �' WATER SUPPLV MFORMATION STATIC PRESSUREPSI RESIOUAL PRFSSURE � PS{ WITH GPM FLOWING ORAWING NO "ALLRIGHTSRESERVED" COPVRIGHTBYSIMPLEXGRINNELL1990-2001 y.,w; ELEVNTIOPJ ::HAPlGEIP: PIPE TOS TOPOPSiEEL � RAf1GE� CONNECiION ANGLE VALVE (MOT THROUGH FLOORi - - - UON UNLESS OTHERWISE NOTE REVISION DESCRIPTION TEST �OCATION: 8Y- TEST �ATB SPK-� OZ TOTAL THIS SHEET �p7 QJO. DATE BY . I�- - - - i � �� � .� , �• � o � ,�; �� o��� � � �_ � � T -� �\ � i d�' 1.�.� / �„� � � � >-, STAIR I � � ����� � ' � � II_�rf,. � _, - - � _- o„ i o, ri =;5 , i � � �^.. , ai� . °� o. . A, >�_, `sl " '!' • � � I A � �� � F q - \ i SUITE I ? �'� �� = i ° �, SIMPLXGRINNELLTOAOD i i o�ry �-���i � -'- � o' �z _ d�'�� I � '� I NEW i" PIPE ABOVE I ��, - � I �� �� � � � � �� EXISTINGHARDLID �- � I I - ' cei�w� �ro ae curnNo PATCHE� BY OTHERS) � o. �i .--bl-a J. li t`'.� ?_ � �� i ' i o,.` ELEVATOR! i I ORDINARY HAZARD °�� ,SUITE - - - � orama�y c,rcup i�.•o roogumir, � ror eye oon� � 'F � g�' . ' �I � _I � Deslgn Besis � I � � � � ii � ' I � �I il � m Occupancy_ Ord7naryGroupll _ ' �`� '� � � a" I 6�' ToGI Sprinklers 333 � ;- F . . �� ..: - ' I � o � � o � / . n0 i . � / / i� .i � - - °�� �- - - -I � - cy . I ' �' Number Of SPrinklers CalcWated. 13 _ _ _x _ y �/i /,,C � i . ��1 7 _�� ��' ,� L, p �1� FF I . I � or I _ �hJ'- L _I °' _I m K-Facror 5.6 I �s v.� � vo / � / � r a / . r.q / �i�' , /�iz.� � c �� / �o � �. � g� __ . I I OriFCeSize 0.5 a� ° �J � � ;�s° / a�� � . ��(u ��c �s �� �� e °� i ` - _�� - _ i _ - -d� � - - Jm m � i ' a 1 / �� �j 9 0 SUITE � - o� .� �'/•_,o�&' oz e-�'^ '-s � � vev DesignDensh¢ 0200gpm/k' I � / � iz�3� �S�RAGE an � / ; i ( o � ew � t .z - - � _ _ _ � � � � s�-m e.ngn � s3a � � -' - --- Average DensitY 0296gpm/fP � -¢�,Y�� �� - -,�� -�` ��_/ � y-� ��� L .J[: .+�a�.�'�� ' ��� � ao� � � , F�C 5 _- � � �ti" 5 T7' cr / � "10'-(1 � k0 7 i1'- 7 6 � � �• �I ' �nz , � �. �".�, , � •. � �� .- Area of Application 990 OOft' (ACtuai �013 O6R') � / 4 . � � - . .. . . OF �. _ .y� � � Demantl a[ Base Of Rise� or Point Of Gonnection � s � ������� � � � � ��� 5D y � "� �,/ i / � � '�� _ - _ _ _ _ � ° .� fl �" $�A� Total Demand FIOw(gpm)�. 0 00 � � -�' � � �� ° s _ _ ''�� � � � s�/ � /� `r°� . . �� � � �Q�' � �'o � PEk Oft�MED BV�ALLIP.NCE MECHANICAL Pressura gi �. 7 000 /� � � � - ' �' I + i ��' i I ( � i - � °� • -- °_ - _ • _ � � � �I � � � �- _ _ _ .� o � ' � I - z ,� �� � � (p � � ��/ ✓ � � �' � � � ,� � i�,l�, � � . � - ,1N � � WITNESSED BV DANY DOIG WATER DEPT_ REP _ I � m = - - - - - - _ - WaterSUpply Information AtTime Of Design ' � / / i i $ ✓ ' �-' y�s � s�.> � . i / /,i / , , � ' � r ' I . STATICPRESSVRE'. �48.SP51 , I � c - - Static Pressure(psip 15�.500 I- - -a -;/ - ��- >e�eo.a. .omawa�. �-" » �� (��)� /.,\ II / „\ RESIDUAL PRESSURE 157 5 PSI ., � � ' � � � p� /,i , FLOW 684 GPM o' 6" � d ResltlualPressure(psI)I 1485D0 ss s. V*ooa�rvursmrvc � � '-'f /�-,�" C/ ' �/ y u i + .° �. � � o /�1 175 v � ' / / Ri I . / �/ e9 i � -^ SUITE �,�y,� �;� oy,� a�� � � �y �� � � SUITE SupplyFlow(gpm). 648D0 I � ��� � � � � : � � �� ' ` / �?,� �� KITCHEN ozl � GORRIDOR r . � � � ���1 � . �- - - �--- �` L� 1� �� � TEST HYDRANT `�y"�, ''i�.� zv� 3 in > ��6�'� �•a ed �se I�.�¢ i .iu. Totel Demand Flow(gpm� b5021 � � � I I �a" • I e Total Demantl Pressure(psiJ- i26.672 �. - . - - + - - - I _ _ + ' � � �, . . I - - _ _ - - _ y_ - _ - - _ a''c v+a u�n io�.s n�.re 1 �, � � I I- - y - � � P :Y. '3'03: II Y:C B'.tl � - � - � -X - n d' I ay I ^ J + T �, ��� 12" CITY MAIN I I a�� . �I R B'.5 � �1M � � � I� • I � �� � -� w � _ � � � � � o�' � �� " ' _ - _ _ � � W ' � I •. y � Ir � I r � I d' � . i PER THE MEETING BETWEEN VAIL FIRE AND LODGE AT VAIL, SIMPLEXGRINNELL IS' ALLOWED I i ' 9' �v� ~ ��' s� - �� I �a'-s - �- e� io - ��-io� � � � � _ _ wr �bv. 8r. I „or. su I o I I � � o -`y $ � p � TO MATCH THE HVDRAULIC DESIGN INTENT OF THE ORIGINAL SUBMITTAL i e. NFPA 13R IN � m »�-+ _ AREA OF � oY' � d al m o I � . o" RESIDENTIAL UNITS, REDUCTION OF REfdOTEAREASASAPPILICALBLE). SIMPLEXGRINNELL I � � a=� � - .1^:. . I 9d,: � ,,.L N a_' -�'.,: ➢,.,,: �.. �� SUITE A �LES RUCOTI E SURVFEn AO NCIT ALLOWE� SPO�ELR RO VERIFV EXISTING PIPE SIZES �ND + I a - - - - ' ^r �� - � - - - _ o - - _ � _ _ _ 1z _ _ _ _ I WORK I i . � I SUITE r. ,���. � �� � _��ou I o•.. A1 r - � - - - - - � I .mi..,, li W '-9 10'dY •d1Y. � � � • O ' � m G¢B ' I /.3\ I QO � I I � LOGATIONa PIPE SIZES AND LOCATIONS SHOWN ON SIMPLE%GRINNELL SUBMITTAL � � _ _ � I_ ,_ _ _ _ _� _ � �_� �'' -g CY � � DRAWINGS AftE BASEC ON ORIGINAL APPORVED SHOP DRAWINGS DATED 1997. PIPE SIZES saz rc.n , m�ar. :o�-i r-s f 6 • , I I A I _I ;, ANQ E%ACT LOCATIONS OF SPRINKLEft HEADS WERE NOT ABLE TO BE VERIFIED. � � - � I � --_ I - _- _ - I . - _- - _ �. • .� m (ia�� aiv - - . . - - _ _ _ _ ' i ' - �_ - -� ° ra:: O _ I a � I I . ia.e•e VAI �3'.3%. 13'.11 I � � � m I m I m O I � .. e , ;� : a� � - - - - - �- � - - - - - - � LRD • ' O U 0 -I �irC�L�NC] - �4� ��� O 'I ^ I 3 9156 ry Y ]]'.1 11' 3Y H 9Y. Sn1 I lil . . - . IL li� I I Ml1�IV _ . � � � � � _ _ _ 1 _ 4� �0 - ' ' ' `I y y y Y-3 14'-0 /2+55 - 34 /o � I � FF � 3:, i a � o . a� SUITE o 66 �soa 5905a. Fr I ; I ,��,° - ~ '�-� � �s�-o ~ "�-9 II _� o. -'� FLOW HYDRANT SUITE �._ or. �, o. �a. . y o_ x � 4Z. � 30 /a � � � � - L _ + _ ie� (�� � 3�6� <+1 5+6/. I 3 B 3`:'ry -1 /. 1 .4 � , g_ I a \315 I o' Io � . � ZrJ� J � I � 0'0 + ' �'e ' - fb c�'o -' IIo � • '1'-0Y� 11 h 11 4•i '-g � i , I , � � .'. "�- - -' - - ' - - -' - - - - - + - - - '- - - - � - - ' - - =� -/ SITEPLANNTS � I • - s�, � = + '- -! � <., �' - - . _>,; - �' , , `~ ia -ii �a-sx _- - -- - - - 6.g� �� . ELEVATOR , . ! , 10% . 3'.s �+'-+ � ^ 19e I `) NORTH I • O� Y I ` ` I AI n I � 0 �9J _ � °o , , . I a I I ��� -- '- � 0� 5' 10' ' . ��,. w. � � . , . _ � - - t --t - - - - - - - - - - - STAIR �.�� � �� ,: ` �' a•r. REDUCTIONCHART 20 � ' o -� �r<�- - - � - - �•.!�,- _ - �'" - i „ - •y` - - - - ' 14'�� � 1P5Y .� o�Q� � _ i i � J - �4� � � � xae ,�." $IJITE ol e o" s ��t. � 3�e . ' ; y e "�UIC'K RESPONSE ' I I eos � d ' - i'° 6 NEW nNTIFREEZE LOOP � ' - � �1 � DINING AREA I � e � i. � CORRIDOR � �p - - - - - -��� EXISiTING 4" STANDPIPE (SEE s ° '" � 6 ,j < e o* ' . �o� c�F saK- ioa FoR oErqu.� NFPA FIG 7-2.32 4 � I � I , � � I� � - _ _ - , - - _ I � - - - - _ r � _ - _ - - � - - - _ _ - �. '_' - - - - ' . - _ i'_ _ - - - - _ - - �- _ - _ _ � � o . - ' _ - _ _ � � db .. - _ - _ �� a� o � �rap n�.as �r-zx �a ,z,_ ° • c SUITE � a �� e �� � . `�SUITE SUITE �. Lo �- -�- _ _ • ..I � �-, �a�." ' 3 . ' I 1 N Lse �i - .�" ,� �I � - - '• o - - � s,-0 I 5'' I „ , , . ' .. ,_o._ e _ ; o , o _ Q: °; � o ; _ -,. ° M oy �''c 2ND FLOOR AF VOLUME = I L _ i • „ SUITE � 2.nv. c-in: <:�h eSex. a.si e +�-sv - � � ' ^ � ir-vz - - "_ - - � '_' _ t - _ - - - __ � - - - - _ F - - - - - _' - - -` (� i'9Ya IO' 9$ I P 4'�' L ' H'dN 10'.3$ I< 1 � �„_ _�R 23.68 GALLONS � . , �� � � � . ��'e� �e�-n � " � � s�ai o�.s ` � J 5 �oaer f. - '- � e °� � ' s = -L � �_ � I :: � r ' � ,�- - - - 1- - - - ' - - - � - - - - - � e � 3'- . . � . iJ:S:_ I o 3-11 .1'.S � _ .� _ 7 � I C p"� -�. _ - - _ - "a- � .,�.a � �ao] < tan.. i+ -•, .iae ira: ly. i�r.ia ,. - _ - ( �_i _ �- �.�- _ - _ � _ - _ � - � - _ - _ _ - t� - J � ve� � " _ - _ _ _ . _ _ . - �- _ _ - " a e� .n � t � ' II'-0I .I-0 IIBL. IdY IM156 4 ]H � . I I � � 6 i � �919� � � � � � � �i ^ • ��\,� �,� .. i ! � I m � � WILKINS RPZ 8" BACKROW � I � 3t _ _ -",-' - - - � - � _ - '_ � - ' � - v . _ � � • • � I �z°"'. • � 2nd FLOOR FIRE SPRINKLER LAYOUT =° . � �o:a ro�.sz z+ne� � � (� �� -0 _I e � � m I - � i � � ���`�.� ` , ' - � e � , - ' � � -� � j ' � � 2 1 �8"= �- „ �,� i v �E � - - - ' - a_z r_, s- a n i � o �¢, T ;:.�a � � � �� SPK- 101 � - - - - - - - - _ _ ;!j z : _ - - - - - - I � ��1 .� , � _ _ -_ ,. _ _ _ _ _ � _ .� _ . -�, �, r = _ � � ,� _ � _ ��. � r. � �, - - � � � � -� _ .� _ 1 � - _ �. _ -\' c a �- L� �e � - �v s.�y .� nen:ax � = aza�.� - z� ,� J X P_'-t ! 0�9 �0,6 ' & � 26'-10k N�RT�"� SOiT= a.9939F •u � _ � u., �•.o �a ,. . . � A_s� �ss?! � ���� �sae � � �� � � � F� � I � � � � � O . ZI I41 6 � 10fi - - 1l8.. � ' �� i+ex o-�. I o � , . I _ . _ - _� " ,yo � s'� 18' 26' lo � -� - - - - - - -� - -* - - + - - - - - - � - - - - • - +�� - -- -� ' - -� - - - � . A � 6.6 Y.9 10+5H t0'.el: e �,� >'.: � � �, 3es �r-z ,.gl . ` w-s � � °f�aos)• 4 Id . ➢ 9 . o �� . ... NI �40)1 :S.IOH l �I p4 �/ � �Y - - � � � OF \. � r r��ae i� R.� 1�' 1'h � - � - _ _ _. _ _ .� _ k - _ . __ _•. _ _ _ . . _ _�. . .. . ..�_ _ L _�_ � _ _ _ .y � I ., m� ry �., oC' 64 I:.' ])'. I 10'.8%r IL5!� 9'.BZ. 4. � - �' � �� 53:11Y. -\ '�1 10'.B ] tl _ _ _ _. . . - � LEGEN� a �� i -. nze � � aa� . � � m � � •I � s . 1'h ^I w - - - - - - - - exisrmicPiae �= , ^ - 1STFLOORAFVOLUME = � `" � � _ " a``�`� � m 134. i4 GALLONS � �" i m � _ �� _ _ _. _ � NEW PIPE � hry 1 _ _° � � ` � � � 13' 1� - - _ ° � � - .p. _ - - � - - _ _ - - _ - - ± � _ - _ � - - - _ - + - _ _� - EXISTING 7" OUTLET ��-10 'a' �%' , �e� as , n�v, s' .ri s� a �? a''° I (aae> 9 - � ° 1.� i NEW ANTIFREEZE LOOP . . _ �_ - PLAN NOTES - - - - -- - _ -_ ° - - _ - - - - _- � �-: :y� � � l EX161TWG 4" STANDPIPE (S_E �io� �� 1 . ALL AREAS ARE RESIDENTIAL UNLESS NOTED OTHERWISE (UNO)_ sPK-ica FoR oerai�� -- 2. ALL CEILING HEIGHTS ARE 8'0"AFF UNO. � � 3. SCOPE OF WORK IS TO CONVERT EXISTWG WET SYSTEMS ON 1 THROUGH 4TH LEVELS OF INTERNATIONAL WING TO ANTI-FREEZE I SYSTEMS. EACH FLOOR WILL HAVE A NEW ANTIFREEZE LOOP. I i EXPANSION TANK TO BE LOCATED ON TOP FLOOR IN AREA SHOWN ON PLANS EXPANSION TANKS ARE TO BE (2) 66 GALLON FIRE EX-TROL TANKS SEE PRODUCT DATA SUBMITTAL FOR DETAILS 4. ADJUST ANTI-FREEZE LEVEL TO -40F IN THE INTERNATIONAL WING FOR PROPER FREEZE PROTECTION , 1 s t F L40 R F I R E S P R I N K L E R LAYO U T 5. HYDRAULICALLY CALCULATE INTERNATIONAL WING SYSTEMS FOR DESIGN DENSITIES PER NFPA AND LOCAL AHJ. . 6. HYDRO-TEST INTERNATIONAL W WG FOR 2 HOURS AT 200 PS� AFTER � - SPK-101 ��_ � �� COMPLETION OF WORK FOR APPROVAL BY VAIL FIRE. � /S - � -O 7. WSTALL NEW HOSE CABINETS FOR EXISTING 2 1!2" HOSE VALVES ON - � LEVEL51 ,2,3 & 4 NORTH So.F-r = a99, s.F �. . - � � � �,I 8. EXISTING STANDPIPE IS SCH -10 STEEL PIPE. EXISTWG SYSTEM � I PIPING ON RESIDENTIAL LEVEL IS COPPER PIPING WITH A STEEL I . i I I I � I � �g�� � � COPPER ADAPTOR FROM STANDPIPE. NEW PIPING TO 8E SCH 10 L1LL ''I' , i ' ! PIPING WITH CLASS 125 GROOVED FITTWGS. 0 2' 4' 6' 10' 18' 26' 9. PER MEETING BETWEEN VAIL RESORTS & VAIL FIRE, SYSTEMS ARE I T�.J�•. �: � , ��. ; vJall. _I ,,1;vC�,�,,�„��:-� ., - �'�n _,. TO BE CALCD PER NFPA 13R BETWEEN LEVES 2,3,4 AND PER 13 ON CHARLES�CONECNYV I ST LEVEL 70. SEE SPK-103 FOR SYSTEM VOLUMES NICET LEVEL III 11 . ANTIFREEZE TO BE PROPYLENE GLYCOL AND WILL BE MIXED IN � CERTIFICATION #106442 y 6240 Smith Road SYSTEM INFO � coNTancT NnMe. scn�e FIELD TO MEET -40 DEG REQUIREMENT CO Colorado Registered srsTEnv . srsTEM vn�vESVSTEnni SEE DRAW WG Denver, CO 80216 Lod e at Vail Fire & NAMEMO. TVPE i SIZE AREA g Cont�actor #007 ORAWN BY Securit (303) 355-0500 � 174 East Gore Creek Drive, IMPORTANT CONTRACT RESPONSIBILITIES SYMBOLS ' y I SEE D G. CHRIS UTLEY iN �ocAUnessus�ecrreFReeziNCCONOiTioNS �nsrHeowNeR•s _ - SPRINKLERSINOZZLES APPROVALS � CO, Vai181657 ABBREVIATIONS i cHecKEO av - RESPONS181LITV TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER ITEM RESP. B-0 � �EILIkG NT A$6VE RE� � , GATE VALVE(SEE NOTES) _ _ ELECTRIC BELL MANLiF MODEL STVLE NPT K ORIFICE TEMP( F ) RESPONSE FINISN ESGUTCHEON NOTES SVMROL Q71' g�B 90TTOM OF �EAM �� � I CONTRACT WITH LODGE AT VAIL DAVID KINNEY � TVPESOFVALVESCONTROLLMGWATEROSUPPLIESEOSPRlKLERSOVSTEM$Jp�D ROGROU pON byOTHERS �_-0- GLOFPIPEABOVEREF� � �- FIREHOSTASSFMBLV WATERMO^ORGONGfWMG) CENTRAL cBe-FR SSF 12" SG _ 12" I55� OUICK � CHROME CONCEALE� � EXISTING { � 124 COD `UTTOM '`'JB �ECK pUT IN OUT IN QOT M � �ESCRIPTION�. FLOOR � So by CTHERS LOW S1VI ,.H iFS� FIRE D_PT „ONN ,STANDARO) � Z AF LOOP THESE PLAPIS PREPAREDAT ' � THISDRAWINGAN� THEINFORMATIONANpDESIGNAPPLICAiIONHEREIN �%�AVATIONS byCTHERS �ot. HYpRhl1LICREF POIPIT r 7qMPERSWITCH - FlRE �JEPTCONNAFWSHI I 49 3i8" 155' OWCK CHROMF_ EXISTING r � FpC FIREDEPT CONPIECTION - - - _- - _ � CENTRAL �c rySVJ 1Q" CONTAWEDISTHEPROPERTVOFSIMPLEXGRINNELLANDISLOANEDUPON - � - o LMECESIGNATION - el1TTERFLVVAWE FIREDEPTCONN (SI�EWALK) CENTRAL eoc SSP 1R" 4.2 ]/16" 155' QUICK � ' HV HOSEVA�VE REVISIONS ITYDRAULICDESIGNDATA N BA�KFlLL byOTHERS w - - - -- - - - _ , _ _ !HROME CONCEALED _ _ EXISTIN6 • _ 56 IN&C NIPPLEANDCAP OENVER-043 c%PRESSCOPIpITIGfISTH.4TTHESAME �ERETURNEpTOSIMPLEXGRINMEI`�I A1 MAIN �ESIGNA710N - ALARMVALVE (ALV) POSTINDICATORVAWE (PIV1 CEMRAL GBOR SSP 12" 56 12" 155" QUICK CHROME SEMI-REC � NIC NOTWCONTRACT � REMAREA HAZARDCLASSIFICATION DEMSITVAREAOFHOSE SQ. FT. TOTALSVSTEMREOUIREMENTS ENGMEERINGDEPFRTMENT UPOPI REQUEST� ALL MFORMATION HEREIN CONTAINED SHALL 9E TREATED"'IRING �yOTHERS , HANGER - DRV PIPE VALVE KEV GATE SECTIONAL VALVE ' - - - - � - - - � - I - � , - - _ _ EXISTING � __ 8 . NTS NOT TO SCALE 'NAM�^�� . - - - __ _ _ GPM/SO.FTAPPLIC ALLOW. /HD GPM� p51 _ AT - AS SECRET. ANDCONFI�ENTIAL. NO REFRO�LICTIGN OF THIS �RAWING OR i AINTIMG by OTHERS � UNION WAFER CHECK VALVE WITH ROA�WAY BOX � � OBJ OPEPo BAR JOIST -� � � - CONTRACT NO' ANV PART THEREOP SHHLL 9E MA�E WITHOUTbVFITTEN CpNSEP1T OF � GROOVED COUPLING iGCI � SWING CHECK VACJE FlRE NVDRANT (3 WAV) � � � � PRV PRESSURE RED VALVE � � � J3Z9OO7O� SIMPlEX6RINNELL SCREWEDCAP SYSTEMRISER THRUSTBLOCK - - - --� � RM ROOPMAPlIPOL� SEEDWG. � GROOVEDCAP INSPECTOR'STEST SP STANDP!P[ �ATE- CREATEL� 2YTHESIMPLEXGRINNEILDESIGNuY3TEM - . .. I .. 2gqWAY5EI5MIC8RACWG � � ' TOB iOPOFBE4M � ' � O3IZS/OH "ALL RIGHTS RESERVED" COPVRIGHT BY SIMPLEXGRINNELL 195P.'001 � SCREWED PLUG . �LOBE VALVF_ ��� � yi�,� EIEVATIOnI rHANGE IN PIPE _� - - - '- - - - - - ' - - - I - - TOP TOP OF PIPE FLANGE� CONNECTION ANGLE VALVE (NOT 'HROUGH FIOOR) '- - - - -- - - - - �- � - - - -- . , _ TOS TOP OF STEEL �WATER SUPPLV INFORMAFION'. STATIC PRFSSUREPSI RESI�UAL PRESSURE PSI WRH 6PM FLOWING DRAWING NO. � - - - - - - - - . - - - _ . _ _ _ _ _ _ _ _ _ _ _ _ _ TOTALTHISSHEET �ys VON UNLESSOTHERWISENOTE�O. DATE gY REVISIONDESCRIPtION 'iTESTLOp.4TION- BV� rESiDATE. SPK - 'IO� o� F� 5 „ FzQ� �'��5 G R�G<c ��P�� ���� '��� \ ��\�G �C�P��\p �y\�����oPP P PF O� 6 GP�� + �216 � i �� -� ti.� � �� `� � � 351 '� ,� � % e �� 6g' �o \ � �'� 8 G'`� � � �,�� > ,� �� ti s2z ��� �\����� ��� ��I OOQ 632 ^,ry C ��'L �� �c`� P�GP� � p,�' ``, � P��\�� ��,I O� a � 33 �� � G��� �, �' o F�,� ���' � � �`� �'' F.�P i b �I��"`� ° �.�P�� ` ���-�' G��� P � � �os ��-' ,� 'b ,��"� .,. P � � ��,��P ���� oQ ; ssi oG �, �,� � ��� 0�, p. io � �p f � o,'� `L �`� ,��F 0��. P�� ���2�1GP�. 1 0 �� o���� - �y �, ,.�- ���� �,� �\�G��� �p0� �� � } \Q�`� _ ;✓ ��G G��iP' �� � �' ` � ��0�� Q � � S�P�oe . ��� � ����` O R C'� � P� �OO .� � ��w, P� 0�2�2� 6� G 0 ^�,� ��i ��p ���- A � ��,.� �10 ' ,,� 362 . ✓ 405 �. � � �� � ` �Q� 376 ���1 P'� GP�' ssa ��0����� ,�3R ' s�s �0�� �� , STANDPIPE SCH � MATIC ��:`� � : : ;� SPK- 103 1 /4" NORTH 0 1 ' 2' 3' S' 9' 13' FOR HYDRAULIC REFRENCE ONLY �, _ , , . , , � CHARLES KONECIVY NICET LEVEL III CERTIFICATION #106442 CONTRACTNAME. SCALB y�'+0 6240 Smith Road SYSTEM INFO SEE DRAWING Cobrado Registered svsr svsTEm vn�v srem Fire & " Denver, CO 80216 Lod e at Vail oRnwn ev�. Contrector #007 "A^^�r�o. rvpe s ARen 9 303 355-0500 174 East Gore Creek Drive, Secu�ily � � CHRIS UTLEY IMPORTANT CONTRACT RESPONSIBILITIES SEE DWG. VAIL, CO 81657 SYMBOLS SPRINKLERS/NOZZLES ABBREVIATIONS APPROVALS cHecKEO ev M LOCALITIES SUBJECT TO FKttGIPlI� CUNUI fIONS. IT IS THE OWHER'S IiEM RESP. a0 CEILING HT. ABOVE REF B08 BOTTOM OF @FAM CONTRACT WITH. DAVID KINNEY RESPONSIBILI I'Y TO PftOVIDE HEAT THROUGHOUT WEi PIGE SPRIPlKLER GATE VALVE(SEE NOTE51 ELECTRIC BELL MANUF. MODEL SNLE NPT K ORIFICE TEMP( F--) RESPONSE FINISH ESCUTCHEON NOTES SYMBOL �TY SYSTEMSAREASAAIDINENCLOSURESFORDRYPIPEUELUGEANDOTHER CITYCONWECTION byOTHERS '�3 GLOFPIPEBELOWBOO � FlREHOSEASSEMBLV WqTERMOTORGONG (WMG) BOD BOTTOMOFCECK pUT Ihl OUT IPI OUT IP! \ DESCRIFTION'.STANDPIPESCHEMATIC TYPES OF VALVES CONTROLLING WATER J'UPPLIESTO SPRINKLER �YSTEMS.pIDERGROUND by OTHERS ��� GL OF PIPE ABWE REF : FLOW SWITCH (FSI FIRE DEPT CONN.(STANDARD) COJ CUT OPo JOB THESE PLAPoS PREPAREC AT FUC FIRE DEPL CONNECTION � THISDRAWWGANDTHEMFORMATIONAN� DESIGNAPPLICAiIOPJHEREIPI EXCFVATIONS byOTHERS �o� HYDRAULICREF POINT i TAM?EFSWITCH FIREOEPT.COPM.IFLVSHI HV HOSEVALVE R E V I S I O N S ITYDRAULIC DESIGN DATA � DENVER-043 CONTAIPJE015 THE PROPERTV OF SIMFLEXGRINPoELL AN� IS LOHNED UPON � LME DESIGNATION BUTTERFLY VALVE FIRE DEPT CONPI.ISI�EWALK) N8C PlIPP.E AND CAP REM AREA H SSIFICATION DENSITY AREA OF HOSE SQ FT. TOTAL SYS QUIREMENTS ENGWEERING DEPARTMENT N F,ACKFILL byOTHERS �y� MAINDESIGNATION ALARMVPWEIALV) ' POSTIN�ICATORVALVE (PIVi NIC NOTIHCOMTRACT NAMElNO GPM/SOFTAPPLICAILOW /H� GP SI AT EXPRE55 CONDITIONS THAT THE SAME BE RE�URNED TO SIMPLBXGRIPINELL UPOH REQUEST ALL INPORMATION HEREIPo CONTAINED SHALL BE TREATEDvVIRIPlG byOTHERS HAMGER �RY PIPE VALVE KEY GATE SECTIOPIAL VALVE HTS NOT TO SCALE COPITRACT NO. UNIOPI WAFER CHECK VALVE WITH ROADWAV BOX �BJ OPEN BAR JOIST ASSECRET. ANDCONFlDENTIAL�. NOREPRODUCTIOMOFTHISDRAWINGORPAINTING GyOTHERS pRV PRESSUREREDVALVE 932900701 . ANY PART THEREOP SHALL BE M.4DE WITHOUT WRITTEN COPlSENT OF GROOVED COUPLWG �GC� � SWING CHECK VALVE RRE HYDRAPI� �3 WAV) RM ROOF MANIFOLD SEE DWG. �ATE�. SIMPLEXGRWNELL SCREWEDCAP SYSIEMRISER THftUSTBLOCK SP STAPIDPIPE CREATEDBYTHESIMPLEXGRIMHELL �ESIGPISYSTEM GROOVEDCAP ItJSPECTOR'STEST zgqypAY5EI5MICBRACWG TOB TOPOFBE4M � � O3IZ�JIOH SCREWED PLUG GLOBE VALVE TOF TOF OF PIPE TATIC PRESSUREPSI. ftE51DUAL PRESSURE ITH PM FLOWING DRAWIPJG PoO. fLANGEO COPMECTIOPI ANGLE VALVE '`��v' „'�•^' ELEVATIOP! CHAPlGE IN PIPE WATER SUPPLY IMFO � 5 "ALL RIGHTS RESERVED" COPYRIGHT BV SIMPLEY.GRIDINE�L 7990.2001 (NOT THROUGH FLOOR) TOS TOF OF STER. rnrn� rws sHEET uori uri��ss oTr+EawisE riorEO�o. onTE er REVisioN oESCaianori rESr �o �. ar� rESr oare ' SPK-103