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HomeMy WebLinkAboutPlmbg 06-0186, Htg 06-0187, Htg 06-0304, Fire Sprinkler 06-0428 TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED �j ADDRESS �S��v� ,�I ; k H e,s.�. S4- _ _ _ _ __ OWNER CONTR. PHONE NO. PERMIT NO. 1� �(�G ❑ FOOTING 0 PLUMBING RI ❑ EX/GRADIFILLING ❑ FOUNDATION ❑ MECH RI ❑ COMPLAfNT ❑ FRAMING ❑ WATER HOOKUP ❑ FIREPLACE RI ❑ INSULATION U SEWER HOOKUP ❑ FIREPLACE FINAL ❑ FINAL '� PLUMBING FINAL ❑ GASLINE AlR TST ❑ SITE INSPECTION ❑ MECH FINAL � COMMENTS: Ui S,�j,r,�.Q �WORK SATISFACTORY, PROCEED ❑ CORRECT ACTION AND PROCEED ❑ CORREC K, CALL FOR REINSPECTION BEFORE COVERING Inspector: � OwnedCo�tr. CALL -9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTSARE FOR YOUR PERSONAL HEALTH dc SAFETY! Wsnor, t�3/23/2c7U6 12 43 FAX � oo3/vo7 . � � pRj ��P Dat¢ Rec'd � � CITY OF PRIO� �,AK� PLUMBING PERMIT �AR 2 3 2006 U � , c `� � � 1 1�, I. Dlue ��,• PERMIT NO.O(� • b/� � i ooia c��y ]. Yallaw ApplicaN Please e or rint and ai n at botlom ADDRESS �� ,� ����,� !�� � ZOI�TING (oEEicc �ua) � 61 ' � �.�so�1a St ��- S E �'r,o� /..� /�JN 55 3�, LEGAL DESCRIPTION (oEfice use anty) LOT BLOCK ADDITION pm �N �� ,��D # �/�T (I'hone) (Address) �S 7S /�'B ��' � (�,E �.�. G��� � �� �3 7,� APPLICANT (�vame) �mP,,, _ /�J�-��,.: �-Q (rhone) 6� "/- ti87- /oL-�/ (Address) S�U �-ro,.�-� .4.���.�.� C.� , f-�-Q�,,_ I� M r! S�`/ !`7 (Address) (City) (Zip Code) (Contact Person) �� � � �k'aS � (Pnone)65-� �8'7- �7 sg APPLICANT 5IGNATURE ��"�� � n DATB _ .��0���0 A�PLICANT PLEASE COMPLETE BELOW uantit T e of Fixture uantlt T e of Fixture Bath Tub with or without shower Rou -ins � nc�k.a,oQhP. G�/ -�� laof« WaterHeater Floor Drains.{ ��,.,� Watet Softaer Lavato Bathroom Sitilc Stand Pi e ashin Machine Laund Tra 1 or 2 com artment sink Sewa e E'ector Shower Sta11 Bac3cfJow A,ssembl Si��ks Hack£1ow Assembl Test � ��►� � � �����: r Lawn S rinkler Water Closet Toilet 1 g�- j�,�ll a �, Q � FEESCHEDULE Indusvial, Commercial 8e Mut[i-family 1% oPjab cost with A$39.50 minimum Residcntial, New One & TvaFamily E99,50 Rtsidentiat, Addition� & Altcrationc S39.SU Estimated Cast $ �9, ��72a Building Permit # PLUMBING PERMIT FEB � y'9�. �70 STATE SURCHARGE $ .50 TOTAL PERMIT FEE � 1 /93, �O (Uffiec Usc Only) Thts Application Becomes Your Buildiqg Pernalt When Approved Paid Receipc No. /.�l ��� `� �� °6 Datc By BulldinE Ofticlal Datc 24 hour noNce for nll Inspectlons (952] 447-9850, iaz (952) 447-d?AS ' 1620� Eaple Creek Are., 5.E., Prior Lake, MN 55392-1714 ��3; �3f2��U6 1'� 44 FAlt C�UOfil007 . � PRIp� � CITY OF PRIO� LAKE Date Rec'd `` � HEATT�G/AY�t CONDITIONING/F�REPLACE PERMIT � MAR 2 3 2006 � � � � I �- �. ��"� ��° PERl'vI� NO. �. �«M �„Y 0� . �/S �, vrnow Appllaem Pteaae e or rint and ei n at bottom ADDR�55 / � � I ZOWING �ort� V C2�� n �ro� ��c° �"�c�.. J use) .�C.� 1 r�- SE r�6r� /�.�c� /t1 5�37� LEGAL DESC�JPTION (oEt�ce use on7y) LOT BLOCK ADDITION PID OWNER � # / (Name) � � � (Phone) (Address) S' 7S' Jsa � �- �s-� � � � � /`'/ SS'378 ArrLicaivT (Name) �-��;v ���•.� �� � (Phane) 5Sl— �,/�7= /Ot5 / �„� (Address) ` � Sao ,Go.�-� .4�,.�� uF ._.�t . pG�, c Mru S�"i � (wddrt�s) (Cih'1 (ZiP Ctxlc) (Contact Person) � � � /` oS�CoS (T�hone} �/�-�� �'� A�'PLTCANT SIGNATURE //� DATE � l� /�C7 APPLICANT PLEASE COl'Vxk�,E'�'E BELOW 'EW CONSTRUCTION REPLACEMEN7 ALTfiRATTONS FURNACE MAKE AND MODEL FUPL FLUE SIZE RETURN OPENINGS 1NPUT OUTPUT TYPE OF SYSTEM HEATrNG OR POWER PI.ANT [JWatm Air Plants Steem pL�ABE NOTE: ❑Grahly Hoc Wacer Air Conditioner Units Mechenical ELadiation Cannot Encroacb into Air Conditioning ` g Spccisl Aevices Requited Side Yard �Vent. System �g �ther pov�ces �ler� (n.b. /' Se�backs FIREPLACE MAKE AND MODEL FEE SCHEDULE Industriel, Commercial & Mutti-Family 1% of job cost Residen[ial, Gas Fireplace 539.50 S39.SQ minimum Resideneiol, T-Ieating & A/C (New Construction) $99.50 Rcsidentinl, Addidons & Alterations S39.50 Residential, Heating Only (New Constcvctioa) Sfi4.50 Residential, AC Only $39.50 Estimated Cost � '��i; N�S:GC? Building Pcrmi[ # HEATYNG P�RM�T FFE $ 8H�/.�S STaTE 3URCHARGE S .SQ TOTAL PERMI? FEE $ F H�/. 7 S (Offlee pee Only) This Appllcation Becomes Your Building Permit When ApproWed Paid Receipt No. .�� ���/ � Date By BuildinR Of(icirl Date 24 hour nottce for all inspections {452) 4d7.9g5p, fax (952} 447-47,45 � 0 � PR I0� CITY OF PRIQR LAKE Date Rec'd � D� HEATINGJAIR CONDITIONING/FIREPLACE PERIVII'�PR 1 9 2006 � � �D � � (f `'_/� I Pmk File PERMIT NO . O/_ / y� `` 2. Grccn City 3. Ytllu�s Apphcant (lJ � O rT Please e or rint and si n at bottom ADDRESS r�,� �,� w � ���� ��, f y S� O p ZO1vING �orere �� ✓� v� i' e S or S.S�'� LEGAL DESCRIPTION (ofEice use only) LOT BLOCK ADDITION PID �N� ) �1.�! �.J (Phone) (Address) /,S � � �l � � � f/ �ic �/Ce s APPLICANT / ('�iame) ��� ��r �a`l / r'c� / (Phone) CoSI �O � �6 � / (Address)��D /Li'o�'! t' /�L� S7�" �i v I �� ,�5��.! (Address) (Cih') (Zip Code) (Contact Person) C/'/� Gyo /� � (Phone) �S� �B/— Z �ZS .'�PPLICANT SIGNATURE DATE y /Z -O So PLICANT P COMPLETE BELOW NE CONSTRUCTION ❑ REPLACEMENT ALTERA,TIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPU'I' TYPE OF SYSTEM HEATING OR POWER PLANT C�Warm Au Plants ❑ Steam PLEASE NOTE: D��ty Hot Water Air Conditioner Units Mechanical � Radiation Canttot Encroach into tr Conditioning ❑ Special Devices Required Side Yard Ven� System ❑ Other Devices 5etbacks FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial & Muiti-Family 1% of job cost Residential, Cras Fireplace $39.50 $39.50 minimum Residentiai, Heating & A/C (New Construction) $99.50 Residential, Additions & Alterations $39.50 Residential, Heating Only (New Construction) $64.50 Residential, AC Only � � I � � �(�C� Estimated Cost a � � Suitding Permit # HEATING ERMIT FEE $ l,�O(v , G D APR 1 9 2006 STATE SURCHARGE $ .50 � TOTAL PERMIT FEE $ �/O'J . /D �SR"FFi (OfFice Use Oely) g� — This Application Becomes Your Beilding Permit When Approved Paid Receipt No. -_..- ,C�` ,____ .� rl °6 Date By uildioe Offtcial Date 24 hour notice for all inspecHons (9S2) 447-9850, fax (93Z) 447-4245 L ' oF re� CITY OF PRIOR LAKE BUILDING PERMIT, �� C���e 'd ,, � TEMPORARY CERTIFICATE OF ZO1vING COMPLI E.� � � AND UTILITY CONNECTION PERMIT MAY 1 U 2006 - - / F 1✓ '��HNESO�c� � ���a �u PE ' 2 Pi�dc City 7 Ydbw Applic�n • . �li5t O[ � i�a � a� �1OL[Oltl Annx�ss fJoDJn o zormvG c� �> - - �'r�o�i,n �oQ � 5o(aI� �n.r�a� S �5�� LEGAL DESCRIPTION (oN'ice use oaly) LOT BLOCK ADDITION PID - � .(�_ r. e�1���liVl�C' - �(Y�OI��.�I��LT /�L (Phone) .. ._ . ame -��' � 5 ct�. ,�i �U 3�7� BUILDER . � ��I,,,�1 � (CompanyName) � ) /I�l�l�� �� 1 U'7C�%`R� (Phone) ��� —a51-1�� - (Contact Name) �(1 N�� p c!'�_ (Phone) �D � I � 7g ' t`1' � 3 � �Aaa�s� L ` 111� �' TYPE OF WORK � New Ca�savction �Deck ❑Porch ❑Re-Roofing �Residing OLower Level Fini� ❑ Fircplaa �Addidon �Aiteration QUtility Connectiea �Misc. �` r n�� �B �,1,� � 6 r 1fit�� � !,� n • CODE: ❑I.R.C. �I.B.C. PROJECT COST/VALUE S A�Y�,_�� v' -Type of Coastruction: I II III IV V A B (ea�cluding land) Occupancy Group: A B E F H I M R S U Dirisioa: 1 2 3 4 S 1 h�reby certiry that I have fumished information on this applieation which is ro the best �' my Imowtcdge we and correct. I also certify that I am the owncr or authanud ascnt for the above-menhoned pr�erty aiM that all const:uction will conform to a11 exiadng shre and bcal laws and wiU proceed in aecasdancc wi[h submltted plans. I am aware that the building official an revokr this permit f� just caux. Furthetmoae, l hereby a�ee ehat the nry official � a designa may rnttt upon the property to perform necded mspections. X 1 ��� Signatwe ontractos's Lianse No. Date Prnnit Valuation Park Su Fee # S G�4i L� ����. C� �� l PP°rt - Pumit Fa S � �, . S� '. # S �T Plan Check Fee S .� 'ater Meter Size 5/8"; I"; S State Surcharge S '� , L� �) _ 'ressure Reducer S • Penalty S _ Sewer/Water Connection Fee _# S �_ Plumbing Permit Fee S Water Towa Fee # S Mechanical Permit Fee S Builder's Deposit S Sewer 8c Water Permit Fee S Other " S - Gas Fireplaa Permic Fee S. TOTAL DUB / S, Z¢� Q� S s p tt on s Your Bnilding �etmit When Approved Paid Recei No. Date . Q B . S2 wl Ut]icial te Tlus �s to ttrtily that [he rcquest in the above applicatwn and ac�eompanying documents is in ucrordana with the City Zoning Ordinantt and may praered as rcquested. 'Ihu dixumrnt whrn signed by the City Planner cnnsututes a temp�ary CMificate of Zoning compGance u�d allows conmuction to rnmmence. Before uccupancy, a C�Ttificate of Oeeupancy must be issued Pfannins Di►scoor Date S Co�s. if m 24 hour notice for atl inspeeHons (952) 447-9850, fsx (952) N7-424,5 16200 Eagle Crcek Avenue Prior Lake, MN SS372 / _ , Fire Sprinkler Plan Review Date: May 23, 2006 Owner: Independent School District 719 Location: Grainwood Elementary School 5061 Minnesota St. � Prior Lake MN. 55372 � Contractor: Summit Fire Protection 7301 Apollo Ct. Lino Lakes MN 55014 1. Separate permits are required for the alarm system. 2. The 1999 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. AIl vaives controlling water flow shall be monitored and secured including the PIV. � 5. It is the responsibility of the fire sprinkler contractor to flush all main and branch lines. � 6. Provide frost protection for all portions of the wet system. 7. Field verify all head locations. 8. Secure all valves against tampering. All valves in public areas shall be locked and protected. 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by individual risers e. All main and auxiliary drains f. Location of inspector's test ' g. Location of PIV valve. ti 10. For inspections call (952) 447-9850 give the project building permit number (OS-1062) 10. Seal all penetrations in rated walls in an approved manor. 11. Provide protection for concealed combustible areas. 12. Fire Sprinkler Plan Review Date: May 23, 2006 Owner: Independent School Distzict 719 Location: Grainwood Elementary School 5061 Minnesota St. Prior Lake MN. 55372 Contractor: Summit Fire Protection 7301 Apollo Ct. Lino Lakes MN 55014 l. Separate permits are required for the alarm system. 2. The 1999 of NFPA 13 shall be the standard. 3. All materials shall be tested and installed per the listing. 4. All valves controlling water flow shall be monitored and secured including the PN. 5. It is the responsibility of the �'ire sprinkler contractor to flush all main and branch lines. 6. Provide frost protection for all portions of the wet system. 7. Field verify all head locations. 8. Secure all valves against tampering. All valves in public areas shall be locked and protected. 9. Provide a water resistant system plan at the each sprinkler riser to include the following information. a. Total site plan b. All valves c. Riser locations d. Areas served by indivzdual risers e. All main and auxiliary drains f. Location of inspector's test g. Location of PIV valve. 10. For inspections call (952) 447-9850 give the project building permit number (OS-1062) 10. Seal all penetrations in rated walls in an approved manor. 1 l. Provide protection for concealed combustible areas. 12. GRAINWOOD ELEM Drawing Date:3/27/06 5 8 06 11::8 HYDRAULIC DESIGN INFORMATION SHEET U������ Job Name: GRAINWOOD ELEM MAY 1 � 2006 Location: 5061 MINNESOTA 5TREET PRIOR LAKE, MN 55372 _ g ' -. � Drawing Date: 3/27/06 - Remote A . Contractor: SUN�IIT FIRE PROTSCTION � Telephone:651-251-188Q 7301 APOLLO COURT - _. - __ _ LINO LAiCES, MN 55014 __ - ,_ _ Designer: TANYA_RICE ' . Calculated By: SprinkCAD _ , . � -� - ' www.sprinkcad.com - _ ' - - 451 N . Cannon P,ve . - _ - � ��°Lansdale, - PA 19446 Y . _ Construction: -- "Occupancy: � � Reviewing Authorities�: - _ , - . - - -, ` -. . . - SYSTEM DESIGN � - - - - -- Cod.e : NFPA - 13 Hazars3 : LT _ HAZ : System Type : WET Area of Sprinkler Opsration 1500 sq ft�, -Sprinkler-or Nozzle . -Density tgpm/sq ft)e 0.100 �4 Make: TYCO '. �,� Area per Sprinkler _ _ 168 sq ft� Model: TY-FRB - - -• - Hose Allowance_Inside 0 gpm j K-Factar: 5.60 _ Hose Allowance Outside - 100 gpin ��'Temperature Rating: 155 �� CALCULATION SUMMARY 6 Flowing Outlets _- ..�" � � _gpm Required:, 201.2 psi Required: 33-.3 Q Source" , _ • - WATER SUPPLY . " .' Water Flow Test � Pump Data � Tank or Reservoir Date of Test � Rated Capacity 0 gg�t_� Capacity • 0 gal Static Pressure 85.0 psi � Rated Pressure 0.0 psi � Elevation 0 � Re�idual Pres 74.0 psi -�--Elevation 0 � -� At a Flow of 2430 gpm � Make: �; Well . - � Elevation � 2'0"_ � Model: - � Proof Flow 0 gpm Location: � Minnesota, Jordan, & St. Paul Av Source of Intorm�tion:-Summit & City of Prior Lake -- � SYSTEM VOLUME 256 Gallons � � - ' ._ � Notes: Independent School District 719 . 7575 150th St..West � Savage MN 55378 _ � _ � . . Job' Water , Required � Hose Allowance Drawn By GRAINWOOD ELEM Static Pressure: 85.0 psi Pressure: ; 33.3 psi Inside: 0 gpm, ' SprinkCAD 5061 MINNESpTA STREET Residual Pressure: 74.0 psi Total Flow, 201 gpm Outside: 100 gpm , Tyco Fire Products PR{OR LAKE, MN 55372 Flow: � �2430 gpm � Safety Pressure: 52.5 psi � . , (800)495-5541 Remote Area: 1 Date�Loc: Minnesota, Jordan, , 140 , , , , F r r 120 . ' . ,� � 100 � ; . Su I 80 � P ' ' � S , . 1 ; . . , , ,, 60 � ' ' ' t , ;' . • 40 � ' ' 100 gpm liose Y . � 20 � , , � � �100 , 150 ' 200 . � 250 � , 300 $50 400 ; • 450 500 � � � Flow (9pm) � GRAINVdOOD ELEM Drawing Date:3/27/06 5/ 8/06 11: 8 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS " QTY DESCRIPTION LENGTH C ID � gpm psi TOTALS � � .Hydr Ref W Required at Hyd Area 1 101 28.7 psi., .. 1 3"Other Valve Flow Switch CHART LOSS 101 0.3 �1 3" Grvd Tee � 15'_120 3.068 101 0.2 �1 3" Grvd Butterfly�Valve "BFV" 10' 120 3.068, 101 0.1 � � � Elevation Change 3'0" y - 1.3 1 4" Fingd Gate Valve "721U" PIV - 2' 120 4.026 101 0.0 -- . 1 4�� Fingd_Back Flow Valve Watts "770 CHART LOSS - 101 2.5 � 1 4�� Fingd 90 . _ 10� 120 4.026-_ 101 0.0 . - 1 Pipe 6" DIx18 Cl 350 -- 100' 140 6.338 101 0.0 1 6'! Fingd� 90 Ell - 14 � 120 6. 065 ' 101 0. 0 . i 6" Fingd Gate,Valve "721U" PIV 3� 120 6.065 101- 0.0 - ' �� � Fixeci �'low Flow Loss i00 gpm � 1 6" Fingd Tee - � 30' 120 6.065,__ 201 0.1� Hydr Ref.Rl Required at 5ource .201_ 33.3 psi Water Source 85.9 psi static, 74.�9 psi residual Q 2430 gpm-- 201 g�m � 85:'6 psi - • _ � _ SAFETY PRESSURE " 52.5 psi _ . .- � - - - r NOTE: Water Source_has been adjusted to include a change of elevation of 2'0" flow test to poinz of connection -, - . Available Pressure of 85.8 psi Exceed"s Required Pressure of•33.3 psi - This is a safety:margin of 52.5 psi or 61 0 of Supply � Maximum Water Velocity is 13:0 fps � . � GRAINWOOD ELEM Drawing Date:3/27/D6 5/ S/06 11: 8 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. -K FACTOR Flow factor far open head or path where Flow (gpm) = K x-\/P . SIZE Nominal size of pipe. ID . Actual internal diameter of pipe � . C� Hazen�Williams pipe roughness factor - � TYPE Type or schedule of p'ipe. _ - # FITS number of fittings as follows:. . �� �� 90 - 9o- deg E11 - 45 - 45 deg E11 T- Tee LT - Long Turn 90 E11 _ SQEC - Fitting other than above or fitting with hydrau3.ic , equ-ivalent length_specified by manufacturer. - Pt Total pressure (psi) at fitting � - _ ° . - Pf _ Friction loss (psi) to fitting � � ° - : •- . . where Pf = 1 x 4.. 52 x(Qf C} "1. 85 / ID�4 . 87 `� Pe . Pressure due to change-in elevation ' � where Pe = 0.433 x change in elevation , _ Pv Velocity pressure (psi) � � � - -- � where = 0.001123 x Q�2/ID�4 - : " Pn Norma� pressure (psi) . - � - . . . .. • where - ,Pn = Pt - Pv � - �_Pdrop Pressure loss in pipe rise or drop to an open head. \ `_Phead Pressure at an open head. .- _ � . ELEV elevation from branch tee to open heaci. � � PIPE pipe length from branch tee to open head. r FITS fitting equivalent length from branch tee to open head. . "_ 6 _d�E..._F.. ._ - " .' =_ ' . 'NOTES: - ' _ . -_� - Pressures are balanced to 0.001 gpm. Pressures are listed'to - 0.01 psi. �Addition may.vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. . . , -- Velocity Pressures are not considered in these Calculations � � �- - -- Path ##1 is from_�he most remote head back to the water-source. . - Later Faths are �rom the next most remote head back to prev'iously defined paths � �. GRAING700D ELEM Drawing Date:3/27/06 5/ S/06 11: 8 . REMOTE AREA #1 PAGE 1 FLOW #"OF LENGTH PRESSURE BRANCH LIN� (GPM) PIPE E'IT� FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE �VELOCITY Pt Pt �Pn ^ ELEV -_ ID .T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPB K FACTOR PIPE C TYPE OTHER . TOTAL ELEVATION Pe Pn Phead FITS � PATH 1 FROM HYDRALTLIC REFERENCE 1 TO W(PRIMARY PATH) _•..liEAD 1 � 16.3 1" 1 0 12'6° � 6.�� fps 8,4 8.4 -6" . 0: 10 gp)tt/sq� ft 1. 049�" 0 0 , 2' 0" 0.089 1.3 � 0.0 - 6" K= - 5. 60 16. 3 120 40 _ 0 � 14' 6" 0" 0..0 , 8. 4 24" ': -• - REF=12 16.8 1" 0�_0 �i2'0" 12.4 fp5 9.7 PATH 3 1.049" •. 0• 0 . 0" 0.�330 4.0 . � K= 5.39 33-.1 120 40 � 0 . 12'0" 0" 0.0 � REF 11 • �. �,-��13(," --0 d ?'8" 7.2 fps 13.7 ' �- - . 1.380'� 0 0 0" .. �0. 087 0�.7_ '' . 33.1. 120 40 0� 7'g" - p" 0.0�. � . , REF 10 , 134" 1 0 - 11' 1" 5.3. fps 14.3 - 1.610" 2 0� 20'0" 0.'041 1.3 - �. 33. 1 120 40 .. 0 31' 1" 0" 0..0 _. REF Al '� 2" Q 10'4" 3-.2-fps 15.6 ' 2.067" 0 0 0" 0.012 0.1 33.1 120 40_ 0 10'4" 0" 0.0 :=�• .. - REF�A2 33.6 2" 0 0 10'6" 6.4 fps 15.7 . PATH 2 . 2.067" 0 0� 0" . 0.044 0.5 K=� 8.47 66.7 120 40 � 0 . 10'6" 0" 0.0 -� REF A3 34.6 2° 0 0 11'7" 9.8 fps 16.2 PATH 4 2. 067" _- 1 .0 10' 0" �0. 096 2, 1_ . , K= �� 8.59 101.2 120 4q - 0 21' 7" 0" 0. 0 • REF A4 2�" 3 0 50'6". 6.0 fps 18.3 2.635" 1_.0 41'2" 0.029 2.7 �. 101.2 120 10 :. 0_- 91'8". . 4" 0.1 � " - REF A5 > 3"- 13. 2-- 338' 6" 3. 9 fps 21. 1 _ �� 3.260" ,.1 0 150'6" 0.010 5.1 � _ .. 101.. 2 120 10 . 0�� 489_' 0" 5' 8" 2.4 - - - � - - - - - -- P CONTINUE]� . - 2 8. 7 s i �- �- ._- -_-_�;` � - - - . _ - '_--- GR.AINWOOD ELEM Drawing Date:3/27/06 5/ 8/06 11: 8 REMOTE AREA #1 , _ PAGE 2 FLOW # OF LFsNGTH PRI3SSURE BRANCH LINE (GPM) PTpE FImS FEET SU1�IARY TO H�AD HYD REF OUTLET SIZS 90 45 PIPIs, VELOCITY Pt Pt Pn SvEV ' ID T LT FITTINGS .LOSS PSI/FT Pf� Pv Pdrop PIPL � K FACTOR PIPE C TYPE OTHER TOTAL $LEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCS 1 TO W(PRIMARY PATH) CONTINUED --• ' REF A6 � 4" 1 0 ��4'4" 2.3 fps 28.7 � �� _ 4. 260" 0 fl- 9� 3" 0. 003 0. 0 � �� _. - �.01.2 120 10 0 � 13'7" _ _ 0" . _ - 0.0 . -_ " . RSF W 101.2 gpm PATH 1 K= 18.89 ` 28.7 psi �_ PATH 2 FROM HYDRAIILIC REFERENCS 2 TO A2 ="` ' ' � � ' . HEAD 2 16.5 1" 1 0 11.'6" 6.2 fps 8.:7 8.7� �-6" , � 0:10 gpmJsq ft 1.,049" 0 0 2'0" - 0.091 l:`2 � 0.0 6" _ K= 5.60 1,6.5 120 40 0 13'6" 0" 0_0 - 8.7 24" = REF__15_ 17.1 . 1" 0 0 12'0" 12.6 fps 10.0 _ -• �. PATH 5 1. 049"� 0 0 - 0!', .- 0. 340 4,1 K=� 5.41 33.6 120 40 0 12'0" • 0" 0.0 REF 14 . 1�"- 0 0- 14'8" 7.3 fps 14.0 , . ._ � 1.380" =0 -0 0" - - 0.089 _ 1.3 - 33.6 120 40 0- 14'8" 0" 0.0 . . REF -13 1'�" - 0. 0 1' 4" _ 5. 3 fps 15 .3 .� 1. 610" 1 0 8' 0" ~' -� 0. 042' � 0.4 �__ 33.6 120 40 0 9'4" 0" 0.0 _. REF A2 - 33.6 gpm PATH 2 K= 8.47 15.7 psi ��' . PATFi 3 FROM HYDRAULIC REFERENCE 4 TO 12 � - ------------------------- - -----p -----9 . 0-------9 . 0 +- 6 �� HEAD 4� 16.8 1" 0 0 � 2'6" 6.3 f s ' 0.10 gpm/sq ft 1.049" 1 0 5'0" 0.094 0.7 0.0 6" � �K= 5_60 16.8 120 40 0 7'6" 0" 0.0 9.0 24" REF 12 16.8 gpm PATH 3 R= 5.39 9.7 psi _ GRAI.N4JOOD ELEM Drawing Date:3/27/06 - 5/ 8/06 11: 8 � _ -- REMOTE AREA #1 . _; _ PAGE 3 FLOW - # OF LENGTH PRESSURL BRANCH LINE - (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET� SIZE 90 45 PIPE VE�OCITY Pt� Pt + Pn ELEV - ' . ID T LT FITTINGS LOSS PSI/FT pf� Pv_ - Pdxop PIP$ � _ R FACTOR PIPI3 C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS � PATIi 4 FROM HYDRAIILIC REFLRFNCE 3 TO A3 .- . _ HEAD 3 _ 17.0 �1" 1 0 11'6" 6.4 fps 9.2 9.2 -6" ' 0.11 gpm/sq ft 1.049�' 0 0 2'0" 0:`096 - 1.3� _ - 0.0. 6" R= 5.60 17-.0 120 40 0.� 13'_6" .- 0" . 0.0 9.2 24" REF.18 17.6 . 1" 0 0 7'l1" 13.0 fps ,10.5 PATH 6- l._049" 0 0 0" 0.358 2.8 �- - • K= "5.41 34.6 120 40 0 7'll" ��- 0" .0.0 __ " " REE -1-7 -� 1�" 2 0 � 9' S" 7, 5 fps 13 4 - - 1.380" 0. 0 6'0"' - ��0.094 '1.5 . _ 34.6 120 40 0" 15'S"' 0" 0.0 ._ � _` REF 16 -.. - _ l�" � 2 0 =•15' 3" .. 5. 5 fps 14 . 8 -� . 1.610" 1 0_ 16'0" 0.044 1..4 " 34.6 1�0 40 0 31'3°'� 0" 0.0 -- � �' ' - .. �. . _ _,�.. REF A3 34.6 gpm PATH 4 K= 8.59 16.2 psi ._, PATH 5 FROM_HYDRAULIC REFERENCE 5 TO 15 ... _- HEAD 5 � 17. 1 T 1!' �0 _ 0� ^ 1' 6" 6 4 fps 9.3 ~ 9 - -6" ,_ 0:10_gpm/sq ft 1.049" 1 0 5'0" 0.097 _ 0.6 _ 0.0 6" K= 5.60 17.1 120 40 0 6!6" 0", 0.0-- 9.3 24" � i2EF 15 17.1 gpm PATH 5 K= . .5.41 10.0 psi . ° PATH 6_FROM HYDRAULIC REFERENCE 6 TO 18 =---------- ------------------=--- ------------------ -- HEAD 6 �-�17:6 1" 0 0 1'6" - 6.6 fps � 9.9 9.9 -6" . 0.10 gpm/sq�ft 1.049" 1 0 5'0" ;0.102 0.7 0.0 6" K= 5.60 - 17.6 120 40 0 6'6" 0" 0:0 9.8 24" REF- 18 -17:6 gpm �� PATIi 6 K= 5.41 10.5 psi . . . ' • r . - _ - : _ � , GRAI2rSWOOD ELEM Drawing Date:3/27/06 � (��/� �'�, ���`�:� HYDRAULIC DESiGN INFORMATION SHEET � MAY �. u�pp6 Job Name: GRAINWOOD ELEM Location: 5061 MINNESOTA STREET �y PRIOR LAKE, MN 55372 . Drawing Date: 3/27/06 � Remote Area Number: 1 Contractor: SiJNIl�lIT FIRE.PROTECTION Telephone:651-251-1880 7301 APOLLO COURT - _. . _„_ _ LINO LAKES, MN 55014 - __ .� _ � _ Designer: TANYA_ RICE " � . �� Calculated By:SprinkCAD ----' www.sprinkcad.com . ' - - 451 N. Cannon Ave. � ' _ � `Lansdale, PA 19446 � Construction: - "Occupancy: � � Reviewing Authorities�: - �_- . , "-- -, "-.�: . - SYSTEM DESIGN -- �Cac7.e : NFPA " 13 '" Hazard : LT . HAZ . System Type : WET Area of Sprinkler Operation 1500 sq tt� Sprinkler Nozzle --Density {gpm/sq ft)� 0.100 � Makei TYCO �,' Area per Sprinkler 168 sq ft� Model: TY-FRB - •- - Hose Allowance Inside 0 gpm ( K-Factor: 5.60 _- Hose Allowance Outside 100 gpm �°2emperatiare Rating: 155 �'� CALCULATIOI�i SUMMARY 6 Flowing Outlets _- ..� � � .gpm Required: 201:2 psi Required: 33-.3 @ Source . • WATER SUPPLY � � ' Water Flow Test � Pump Data ( Tank or Reservoir Date of Test � Rated Capacity 0 gpm � Capacity , 0 gal Static Pressure 85.0 psi � Rated Pressure 0.0 psi � Elevation 0 ' Residual Pres 74 . 0 psi .-i--Elevation 0 � -� At a Flow of 2430 gpm � Make: ' � Well Elevation � 2'0"_ � Model: � Proof Flow 0 gpm Location: Minnesota, Jordan, & St. Paul Av Source of Information:-Summit & City of Prior Lake � _ SYSTEM VOLUME 256 Gallons - - _ � Notes: Independent School District 719 7575 150th St._West Savage MN 55378 - _ � Job � Water �, Required . � Hose Ailowance Drawn By � GRAINWO�D ELEM Static Pressiare: � 85.0 psi •Pressure: 33.3 psi inside: 0 gpm, ' SprinkCAD � 5061 MINNESOTA STREET Residual Pressure: . 74.0 psi Total Flow: 201 gpm Outside: 100 gpm , Tyco Fire Products PRIOR LAKE, MN 55372 Flow: �2430 gpm Safety Pressure: 52.5 psi , (800)495-5541 Remote Area; 1 Date/Loc: Minnesota, Jordan, 140 - � 120 .. . 100 � � Su I . 80 � ' � ' . P, ' , �. ` , ,, S ., � , . � . 60 '� " • � :� - ' � � , 40 . 100 gpm hose � 20 " � . � `� � , , �100 150 200 250 � ,'300 , ' � 350 � 400 ; � 450 500 . � Flow (9Pm) � GRAINWOOD ELEM Drawing Date:3/27/06 5/ 8/06 11: 8 HYDRAULIC CALCULATION DETAILS , HYDRAULIC FLOW LOSS � QTY DESCRIPTION LENGTH C ID � gpm psi TOTALS - .Hydr Ref W Required at Hyd Area 1 101 28.7 psi- __ 1 3"Other Valve Flow Switch CHART LOSS -- 101 0.3 � 1 3" Grvd T-ee 15' 120 3..068 101 0.2 1 3" Grvd �utterfly�Valve "BFV" - 10' 120 3.068_ 101 0.1 - : .Elevation Change 3'0" - �.3 1 4" Fingd Gate Valve "721U° PIV '2' 120 4.026 101 0.0 • . 1 4" F1ngd;Back Flow Va1ve Watts "770 CHART LOSS � 101 2.5 ' _ � 1 4" Fingd 90 . . 10' 120 4.026-. 101 0.0 - 1 Pipe 6" DIx18 Cl 350 �- 100' 140 6.338 101 0.0 1 6"_ F1.ngd��90 Ell - 14' 120 6.065 101� 0.0 . 1 6" Fingd Gate_�alve "721U" PIV 3' 120 6.065 101- 0.0._ � ' �� 'Fixed Flow Flow Loss 100 gpm � 1 6" Fingd Tee � 30' 120 6.065. 201. 0.1 Hydr Required at Source � 201. 33.3 psi Water Source 85.9 psi static, 74.�9 psi residual Q 2430 gpm�_ 201 gpm 85:'8 psi .• . � _ � SAFETY PRESSURE _ �' 52.5 psi � _ . - - - } NOTE: Water Source_has been adjusted to include a change o,f.elevation of 2'0" flow test to point of connection - Available Fressure of 85.8 psi Exceeds Requi:red Pressure of psi • This is a safety:margin of 52.5 psi or 61 � of Supply - - Ma�imum Water Velocity is 13:0 fps � � � GR.AINWOOD ELEM Drawing Date:3/27j06 5/ 8j06 11: 8 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. -K FACTOR Flow factor far open head or path where Flow (gpm) = K x-\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C� Hazen'Williams pipe roughness factor � TYPE Type or schedule of pipe. -- # FITS �number of fittings as follows: � - - -�� � 90 - 90 deg E11 45 - 45 deg E11 T- Tee LT - Long Tu�n 90 E11 _ BPEC - Fitting other'than or fitting with hydrau3.ic -- . equivalent length by manufacturer. _ - Pt � Total pressure (psi) at fitting - �� ° Pf Frietion loss (psi) �o fitting � � ° _ • , . where Pf_= 1 x 4_.52 x(Q/C)�1.85 / ID�4.87 " � Pe . Pressure dize to change�in elevation - where Pe = 0.433 x change in elevation . � Pv Velocity pressure (psi) � . � - � � where Pv = 0.601123 x Q�2/ID�4 � � ' Pn Normal pressure (psi) - . � _ . � . - .. where ..Pn = Pt - Pv - _ :�Pdrop Pressure l.oss in pipe rise or drop to an open head. - `.Phead Pressure-at an open head. . _ . ELEV- elevation from branch tee to open head• � pIPE pipe length from branch tee to open head. �FITS fitting equivalent length from branch tee to open head.._ _ . _°.-�� F.: - .. �- . .. ' NOTES : - � ; -'" - Pressures are balanced to 0.001 gpm. Pressures are listed to � - 0.01 psi. Addition�may- b�r 0.01 psi due to accumulation of � round off. - Calculations conform to NF'PA 13 edition. _ .- -- Velocity Pressures are not considered in these Calculatio�s � - - Path #1 is from_the�most remote head back to the water-source. � -�,ater Paths are from the next most remote head back to previ:ously def ined paths ° _ � GRAINWOOD ELEM Drawing Date:3/27/06 5/ 8/06 11; 8 REMOTE AREA #1 PAGE 1 FLOW - �#'OF LENGTH PRESSURE BRANCH I;INE (GPM) PTPE F�TS F�ET SL7MMARY TO HEAD --_- - ------- --- ------------------- - HYD REF OUTLST SIZE 90 45 PIPF ` VELOCITY Pt Pt Pn ELEV � � ID .T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPF � R FACTOR PIPE C TYP}3 OTHER TOTAL EL$VATION Pe Pn Phead FITS � PATH 1 FROM HYDRAULIC RFFERENCE 1 TO W(PRIMARY PATH) _:.,.HEAD 1 Y . 16.3 1" 1 0 � 12' 6" � 6. 1� fps 8.4 8.4 -6" . 0:10 gpm/sq�-ft 1.049" 0 0 , 2�0" 0.089 1.3 0.0 6" �C= - 5.60 16.3 120 40 .- 0 14' 6" 0" 0..0 . 8.4 24" : -� - REF= 12 16.8 1" 0� _ 0 _. - 12' 0" 12.4 fps 9.7 PATH 3 1. 049" �. 0 0 0" 0.�330 � 4. 0 K= 5.39 3�.1 120 40 '0 12'0" 0" 0.0 y � REF 11 - -y�l�" -��0 0 7' 8" 7. 2 fps 13 . 7 ' � - .- . 1.380'r 0 " 0 0" � - 0 . 087 0 . 7_ ` _ _ _ ., �''� 33 . l. 120 40 0 7' $" � 0" 0. 0� - � � REF_ 10 , 1�" 1 0 - 11'1" 5.3_fps 14.3 � � 1.610" 2 0� 20'0" 0.041 1.3 .. . 33 . 1 120 40 0_ 31' 1" . 0" 0. 0 . __- REF Al � 2" _Q-, ._0 10'4" 3.2 fps 15.6 2.067" 0 0 0" 0.012 0.1 33.1 120 40, 0 10'4" 0" 0.0 � REF�A2 33.6 2" 0 0- 10'6" 6.4 fps 15.7 . - PATH 2 . 2.067"-- 0 0_ 0" . 0.044 0.5 K=� 8.47 66.7 120 40 0� - 10'6" 0" 0.0 � REF- A3 34.6 2" - 0 0. 11'7" .9.8 fps 16.2 - PATH 4 2.067" _� 1 - 0 10' 0" . 0. 096 2, 1. . K= 8.59 101.2 120 40 - 4 21'7" 0" 0.0 �� REF A4 2�i4" 3_ 0 50' 6" . 6. 0 fps 18 . 3 - 2.635" �1�.� - 41'2" 0.029 2.7 - �.. 10�.2 120 10 � 0.- 91'8° � 4" 0.1 " REF A5 : 3" 13, 2- 33$'6" 3:9 fps 21.1 �_ -� -3.260" .l 0 .-150'6" 0.010 S.1 � � _ 101_. 2 120 10 _ 0� 489_' 0" 5' 8" 2.4 - ---- -- - - - - - - CONTINUEI� " 28.7 psi GRAIN'WOOD ELEM Drawing Date:3/27j06 5j 8/06 11: 8 REMOTE AREA #1 - _ PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PsPF FITS FF.ET SUI�3ARY _ �O H$AD HYD REF�OUTLET SIZE 90 45 PIPE ^ VFsLOCITY Pt Pt Pn ELEV � � ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIP�s K FACTOR PIPE C TYPE OTHER TOTAL FLTVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W(PRIMARY PATH) CONTINUED -- ' REF A6 4" 1 0 4'4" 2.3 fps 28.7 �• . 4.260" 0 0- 9'3" 0.003 0.0 __ - 101.2 120 10 0 " 13'7" -_ � 0" • , 0.0 . -_ " . RFsF W� 101.2 gpm PATH 1 K= 18.89 ' 28.7 psi PATH 2 FROM HYDRAtTLIC REFERENCE 2 TO A2 "� ` ' "- . HEAD 2 16.5 1" 1 0 � 11'6" 6.2 fps 8.'7 8.7� -6" � �- 0:10 gpm/sq ft 1..049" 0 0 2'0" - 0.091 1:2 - 0.0 6" K- 5.60 16.5 120 40 0 13'6" 0" 0.0 8.7 24" -_ REF_ _1S 17 . 1 . 1!' 0 0 12' 0" 12 . 6 fps 10 . 0. � �. PATH 5 -"" 1. 049" 0 0 - 0!! . 0.340 4. 1 • � K= 5.41 33.6 120 40 0 12'0" 0" 0.0 REF 14� ._1.%" 0 0 14' 8" 7. 3 fps 14 . 0 , . 1.380" 0 0 0" -- 0.089 _- 1.3 . 3�.6 120 40 0- 14'8" 0" 0.0 . REF -13 1'>4" - 0. 0 1' 4" . 5. 3 fps . 15 . 3 - , 1.610" 1 0 8' 0" �-�` -- 0.042 0.4 33.6 120 40 0 9'4" 0" 0.0 .•. REF A2 33.6 gpm PATH 2 K= - 8.47 . 15.7 psi , -- PATIi 3 FROM HYDRAULIC REFERENCFs 4 TO 12 � --------------------------------------------p -------- -------- �� - HEAD 4- 16.8 1" 0 0 2'6" 6.3 f s _ 9.0 9.0 6 0.10 gpm/sq ft 1.0�49!' 1 0 S'0" 0.094 0.7 0.0 , 6" K= 5.60 16.8 120 40 • 0 '1'6" 0" 0.0 9.0 24" ` -.��.: �' � . REF 12 16.8 gpm PATH 3 K= 5.39 9.7 psi GR.A,II�WOOD ELEM Drawing Date:3/27/06 - 5/ 8/06 11: 8 REMOTE AREA #1 PAGE 3 FLOW '- � # OF LENGTH PRESSURE BRANCH LINE � -� {GPM) PIPE FITS FEET � SUMMARY TO HEAD --------------------------- - ------------ --- HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt� Pt Pn ELEV �- ' . ID T L'T FITTINGS LOSS PSIjFT Pf� Pv_ �Pdxop PIPE . R FACTOR PIPS C TYPE OTHER TOTAL ELFsVATION Pe Pn Phead FITS PATH 4 FROM HYDRAIILIC REFERENCi3 3 TO A3 - . •_ -.. _ HEAD 3 . 17.0 �l" 1 0 11'6" 6.4 fps 9.2 + 9.2 -6" ' 0.11 gpm/sq �t 1.049" 0 0 2'0" 0.�096 1.3 _ - 0.0 6" . K= 5.60 17.0 120 40 0, 13'6" 0" 0.0 9.2 24" REF.18 17.6 . 1" 0 0 7'll" - 13.0 fps �10.5 �. PATH 6- 1.049" 0 0 . 0" 0.358 2.8 � - • K= "5.41 34.6 120 40 0 7'11" - 0" ,Q.O _ " " REE 1-7 -- 1'��� 2"' �` - g� 5�� 7. 5 fps 13 •� - - 1.380" 0. 0 6'0"' - 0.094 "1.5 _ � 34.6 120 40 0 15'5"" 0" 0.0 �, _' REF 16 -.- 1'�" - 2 0 15' 3" . 5. 5 fps - 14 . 8 - . . 1.610" 1 0 16'0" 0.044 1..4 . _ 34.6 . 120 40 � 3I'.s�' 0" 0.0 _ � . .. ,. _. . _ .�x REF A3 34.6 gpm PATH 4 K= 8.59_ 16.2 psi ._, PATH 5�ROM. HYDRAULIC RTsFERENCE 5 TO 15 .. - _• -----------------�--------= -----------P - _- HEAD 5 17. 1 1!' 0 0 1' 6" 6.4 f s 9.3. . 9".3 ' -6"_ ,_ 0:10 gpm/sq ft 1.049" 1 0 5'0" 0.097 . 0.6 _ 0.0 6" K= 5.60_ 17.1 120 40 0 6'6" 0" 0.0 - 9.3 24" � REF 15 17.1 gpm PATH 5 K= 5.41 10.0 psi . � PATH 6 FROM HYDRAULIC REFERENCE 6 TO I8 - � _------------------- �� ------------------------ ------------- - HEAD 6 - -�17: 6 1 0 0 ' 1' 6" _ 6. 6 fps 9. 9� 9. 9 -6" . 0.10 gpm/sq ft 1.049" l. 0 5'0"� 0.102 0.7 0.0 6" � K= 5.60 - 17.6 120 40 0 6'6" - 0" 0:0 9.8 24" REF�18 �1�:6 gpm � PATH 6�K= 5.41 10.5 psi � � " . . ' r _ - -- - _ _ r - - -- ------ - -- - - - -- - - -- - -- - -- -- ----- -- - --- - DATE TIME � CITY OF PRIOR LAKE � INSPECTION NOTICE SCHEDULED g�� i i AODRESS �tt�.;ny� ��. ; OWNER CONTR. I PHONE NO. PERMIT NO. � �� 0 FOOTING O PLUMBING R1 ❑ EX/GRAOJFILUNG � � FOUNDA710N � MECH RI ❑ COMPLA{NT I 0 FRAMING O WATER HOOKUP O FIREPLACE R! I ' � INSULATION ❑ SEWER HOOKUP �❑ FlREP�J►CE FINAI � O FINAL ❑ PLUMBING FINAL O SI�IE AIR T O SITE INSPECTION ❑ MECH FINAL �( � i COMMENTS: � I i � b d- "- s 3 � 2 s � Da � �-e.v�a�,r- I 1 " I �, I i � O WORK SATISFACTORY, PROCEED ' O CORRECT ION A PROCEED ' �CORRE WORK, C R REINSPECTION BEFORE COVERING , Inspedar. Owner/Contr: �; CALL -88 R THE NEXT INSPECTION 24 HOURS IN ADVANCE. � CODE REQUIREMENTS ARE FOR YQUR PERSONAL HEALTH & SAFETY! � lIYSIY'OTI I � _ __ . ' _ _ . - _ -__- J CONT3�ACTOR'S MATER�L & TEST C��TIFlCAT� F�R �B��/�GROUND PIPlNG �ocfnu�: - Upon completion of woric, "v�speci'an and tests shaq be made by the co�b'acLors represertcative and wicnessed by an owners represerrtative. qY detects shaY ba correeted and system bft irt servics before corrtractols persamei finaGy leave the job. A aertificate shai be fiifed out �d sig�d by both reptesarRatives. Copies shaB be prepared fw approving autl�orities, ownars and contrador. ' R is �udbrstood iha ownera raprosenWtfves siptwtsas 6t no way projudicas any daim against the contractor for faulty matarial, Poo� worlan�iP. - or fsili+s to oomp�Y wtth aPProvinp authorit�s ro�ro�r�ts ar locai ord'rwues. NAtiE 1 C(.J�- - ( t � cJ U . _, A0� � � -- " � � . � - � tS�P'TFD SY APPROVN�i A �Si NA�S ' _ � ��� (.X� __ _ GD�S � � . .. - . - - - - AtJ.A'IiCN CONFORMS TO `!ES � NO. A . .. iJ� LS APPl�3V� � NO. STATE DEYIA770NS HELOW) YES Q 1�10 _ _ .:n= - , . '� HAS PEtiSON �V C�iARGE OF FQ9E EQU�T(T B�1 NSTRUCJID AS TO IOCA'TiON � CONTROI YES _ ❑ NO r VALVES AND THE CARE AND MACdTENANCS OF 7HRS NE'W EQUIPM9VTT � . . ' IF NO. EXPf.ANI: " ' � HAVE COPES OF APPROPRIAIE WS7RUCT10N3 AI� CARE AND MANJI'El�ANCE CNAR75 BEEN YES "(] NO . LEFT ON PREl1HSES7 ' . •� ` -• . � � NO, E�(PLAINt . • " ' SUPPLES BIIRDNG3 � �� " �� _ ° t V D {� �a�+lJ7' � � L . ,�-� . .�.� . � � 2� � v � ' PfPE CONFORMS 'ro � � STANOARD . 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R.v. .•'-4::' i:1..x..l. . :..%V � .q. �.`!Ci ' ' '�W. :\. .?-aj �:fii�:-: � v} '".`k` i ::v\:Y�i.j$. \:'" }:{u. .;�i: L�.•A�� .S'`��r:.. .�{... , v<-ii:'��� �:•T:J'•ii:•�i3.v:. •::•.U+�-Y%.•.�\�'}��:C.t'4�: • .. :.:. • '� ' ; •::4 �.. ' "Rv� .}iC?"i�.� � Yv.. ... n :?: �..'. ..v.::::: v �:•.�Y^... i ..... • \f�X+� �:�-�. .'-:'>'•;:,�; MAKE� :, .t�ODEL SEfttllL NUM.SER l hlAKE • SERWL Wl1M8EA ; : • t ` :..�- ��x . �. S�•'• ' `� .: N�� ' - �.. : .. ;,�,'n�w,".;'.. : - . , '�i`�,��;.1 .... •:;•:;; �• ' `iC. "^r...•: .. ., . .k xi.; :•.. • ;h;; .:.;.,ff Y '. Y .' . '�., ' ,...p. ,•..5:'.....5.....,•: '..:x.:.: ;.�:,; ti: •.:, � ,' � :t .' �^';<,': .r��.; - •. %•��c � ;;�-.;ta..;::.�IlE � ;. . <.L :� .,;,.�.:K. .�k;$f ��5:;::' .�•:? ;"7AIP-A,,'411�Eii��....`�sc.:.:'-%- � •;��: . ' x • • -�r - `. ... . � •�:....,•.w ,r �.�c.:: �.,;:, v.a: ;•:,�u a - .,..... ..�.:.. ... .•w. .Y..,,:_ .; , y-y�' ' v ,x . ,,,.� „.. ,� . 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SEG ..:?:`'�;:. �� � x•:. .,; , LVTfH01IT A SJy'-'.ti:ii �iC:.`,.itiiiY. . . a { , �Gy _ `` QO.D. �:;;; . ,.. .��.. �-:.:, ..f . _ :.;_ - y�;:�> - ��;'• H ,� � � ..:::>s � - ::••- y�:¢?3?:;g �_ C10.D. » vw , ._ „� :z�.� . , ;T, 'jKti`. \:.} " " ` 6 •1 , �"^, ._ - • _ lv � , �\{I ;� ' - . ,. -..F-�.�c�.�?�E?e:t� � t8/89�'�AIGINlt�FSNJC; PHW'iED iN i35.4 • - . � , - . � _ :. � a ,i::i:;Ss'�n'�'."'"h�::�::�<;;=;i":::w': OPERATION: MATIC ELECTRIC ❑ HYDRAULIC • . A� :���=��� �..;v�_?; a n '�:�°�'�"� °�.::`���;�'{`� �� sue�vum O�s ❑ No n�crwa r�nw su�ms�7 p rES p No : •:�'`�': - �``'x`�'> �<,t. .�-.�.�.`�', , :.�`r ,' '•��.w. - •• " DOES THE VALVE UPEAAATE �ROM 7H AL 7RIP ANDIOR REMOTE CONT�t OL2 NO �.;:� •-- : :�,.:'.v �. ��,• .' fi°. , ::m.. \y..Y,. _ �_-��l�:��:.. !S'tNERE AN ACt�SS16lE FACII('R' Q�t EACH C�iCUIT O7 YES NO •>•• :" 1F NtO. EXPfASI: • • :.<�:�:.� .,.�1#3�":' �''�"�`-•`•�Y'Ai„�%��;` opsrat� Does saeh circuit Ma�uewm Srr» to z:h�° •�,;:�:.�. oss aseh draiii -��?= `''�:>-''' � s rvicioo loss atarm7 vaive reisaat ta nl�as� " . �`•�'��'- � M � � � = �' . "�o+..��f,f� ' '�—.�. ;;;,:: •:' - ,a">�•' , ��w ' -�' YE& _ k0 YES !_O !�lN. SE� �• . i �. w':. '•'`.�,-�.. ' . r v{.. ' fr4. :;`i'`v . � ' .-_:�C.'-a`.�, `•.. x.�iic::j?:;.. .. •::•""; �;,,,�;'„$`^'�:: FiYDROSTATiC: Hydrostatic tests shall be made at rwt bss than 200 pai (13.6 bars� !or two houts or 50 pd (3.4 6ars) above stadc �~'�'� • prsssurs in excess of 150 psi (10.3 bars� fo� two hours. Diffararrtial dry-pipe vsM eJsppers shaN be left opmt durinp �est tio prova�t damape. M aboveQro�md PipinO balca0e shaN be stopped. - - - � : ' .. . .,, PNEUMAl7C: EsiabGsh 40 psi (2.7 bars) � D►aswrs and messun dtap wF�ieh sfis� �ot ezceed 1-1/2 p�i 1�•1 bars) In �4 hotirs. Test ..... ..r. .... • prsssun tanks at normal watar kvel and air pros:aue and measura sir pressure d�op which shail not yoesad i-1/2 Pd (0.1 bar's) in 241wus. . - • F NO. STATE AEASOrI ' ALL PIP�NG HYDROSTATICALLY TES7EJ AT Z� �PSI FOH ; � Hrs. - • . . . . .� . { :� ' h . :��::: .-: i;�..�:., c�r�� �- �„ . �. pr-.� pr+c3 P- �+ _:..<r. �-=�_..;�; � . ---. .... - 4 Y�_ -. ..-- - -- - ,�. ; Fnu�r�z o�i►r�s �o�irr O�s �NO - - . , . .. E• ='•. �� READWG OF GAGE LOCA7ED NEAR YVATEFi SUPYLY 7EST PlP�.• HE51DtJAL PRESSURE WRF! VALYE W 7EST?IPE • , . - TEST - _ __O_P�Id 1NDE �PS_I _.. .._...�- - � -- ._ . . -•---- •- v~ .�, : �K �: Underymw�d msins a++d bad-in eortn�eSo�s tn spatnn ewes shr be flusiNd b�foes eonnrcttoa m�de to sp�hdd�r PiP�W '^�".o;�,w''!�..c:z�-�?� OTtlER DCPI.AS�! ' :� :: �.. � :z. ��{ ; ' .- ,.c.�y' -. �A;..�`�i?��:; : 6Y COPY OF THE FOF�M NUMBF� 8537 Q YES NO ., . - •- � SHm BY NS7ALLER OF UNDERGROUND • ' , • - ...%;. . • ♦ ��. - PRINKLER PfPING7 ❑ YES , ❑ NO ry. NUMBE�i USED LOCATIONS NUMBER REMOVED . ' PlP�tPa? ra [] N ' � ' ., ..._,. _ .,- ..: M :.. . . ......: : . ..... . � ��:<• :,;.'?ot';i..': ta:r�c:�u.¢-::':t:;:.s;.-,:.'_�w•:� ::. � Gx= ' � •C'•;G",•.ti^.��'�'' � Sh :<; ,ry, '�•� �t�s�a..���'�`'�`v��.��5.>''�" ' . � . �., A-.. '' � '+'• c: • ,'.' :2�iLv::+� ` .!�'' }y � . �� ' , ... - ' ::• wn�i_�� Jis'. . i•._ ud�� _<"s�i.�MC � W. . i � • �.. . \vh-. . v. . v: � v:�.�'vAn'it v:x ' ::i.- .�iPir:: \ .x :�t.x:. i."ti_:. � :-0. i.i'v.:...v :!.•...........� _. : � x.. . .h:+.f<i;�i4:4. . - v " DO YOU CERTh-1l AS TiiE SPRWKLER CONTRACTOR THAT WELDNQ PROCEDURES COMPtY WRH ' - Tt1E pEQUiiEI1�NT5 OF AT tEAST AWS D70.8, LEVEL. AR-3T -.. ��YES ❑ NO • DO YOIJ t�i 17FY THAT "i'fiE WEiDiYG WAS PE"+tF3�r'c rFf")i 8Y WEL[3E�'a Cit;A1�� W COt�t4i1VCE ' ' � . ' yy((}�'� REQU�iEMENTS OF AT LEAST AWS Dt0.9, tFVEI. /IFi-37 : � (�VES � NO ' CO YOU �Y 7HAT WEIOPlQ WAS CARAI� QUT IN CONlPLlANCE WRH A DOCt?�Yi� QUA1.iTY -• CONTAOL PROCFDURE TO INSURE 7HAT ALL DISCS ARE REiAIEVED. 7HAT OPENl�1(iS Yd PIPqflG , ARE SMOOZH. THAT SLA/3 AND OTHER VYELDINCi FiE51DUE ARE �iEMOV�. /UV� T}iAT IiYYEF�NAL .. a ,� . � - DU►METERS OF PiPING AHE NOT PENE7RA7ID2 • . - . �� ❑ � - . ru►�eu� Paovneni - p No . . - . v � HO. EXPLAIN: • � � � ' .. � �. . . • _ . • -i - . . . . . � _ � ..k,. .,n.�u6:z`--'g'`•• ' . . . . ;,. -'. • DATE LEFT N SFRVICE WRli' ALL CONTROL VAIVES OPEN: �, • '_ � �" . � - . , ' " . - t ' ' . .. "' _. ? ;�ci -=-;, . '.•.?� � , ' — . - f .'��,c:;�'"`�;•":'; NAME�,OF INSTALUN(3 CONTRACTQR : - ,. . • � �'I�t�l. 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" ' . . +� ,. �e!' - 'K`;W%4 �d' _ - - "';�'P�F SA= BACK - - -= � � � O p C� f�') . -� —I Audlble/ Visunl 1..a 11' 11' d D APPl�ance p�t Nv2xln Duct Noxtl�� V � up so too Pwa.wsw� uv eo ��• Paru,a<er � f 2V ZV N � � � W � O O 6 6 6 6 6 V � O � O O IN lN IN M Q Pbn Nozzle� P1enu Nozzla Pten Nozzle� � Up to ]0' l eur Lenpth Up to 10' L var lerqth Up !0 10' L enr L�rpih (O � Ench ozztr Eacir zzle Euch ozzle � ! "F' � � 3 O � r �f O 3 ��t�u. � S M.OT t�C ��°`g� " G�t' � t� 0�3 Q`"F Q ty � l" � � Remote . � Pull 4.5' - 5' AFF �/1 n Convection Oven Convection Oven Kettte Cutting Mixer Electric �ven Pan Racks (� 5 N/C N/C N/C N/C N/C , � � 0 � � Gns valve � r 0 � �� td�. � a►- fies� C,ITI( F�RI�� LA�E � I e Vera � 3 � BUILD �" T P N REVIEW Z cn cn INSPECTO W v DATE � °, f_°� PERMIT NO. N ❑ ACC -P D r.:�- _�F �;��E; ;T�p � ACC_:EPTED 1��` ``� ����R�C + 1 ��N� AS NOTED ❑ NQ� AGCEP? E�r <,�: �RREC7 � f��SUk3MIT 08/04/06 These comrnPnts a�e for ynur �n�ormatic�n. �lli worlc shall be done Scale= 3/32 "=1' Ansul R-102 3 Gallon UL300 ��g ��p�;��ce with a+t app�ieabie �uilding 8 zoning code re- Des(gned By� Itero # �S�ri� �irements indud'eng �iems n�i specifica�lly noted in this review. 1 Regulnted Release �Ep -�{�g p{� SET ON SITE AT ALL TIMES. 2 3 a an ank �'�'Id = 3 Cartridge F� � $ 4 lectr c Mlcro-swl c es �r�.�+r� 5 Detector (Scissor t le) 4445 W. 77th Street #125 6 FuspolP �w,� Ftows Required� 8 of 11 availabte � 952)1893MN�0�543�