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HomeMy WebLinkAbout2016-01316 - fire systems X- CITY OF ORONO H �I '1Iel 111[ III 1 *( 2750 KELLEY PARKWAY DATE ISSUED: 11/02/2016 1C:) ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : ORCHARD PARK RD PIN : 32-118-23-23-0012 LEGAL DESC : ORCHARD FARMS : LOT 2 BLOCK 1 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BUILDING NOTE: RESIDENTIAL FIRE SPRINKLER SYSTEM ENTER THE VALUTATION 17625 APPLICANT FIRE SPRINKLER-RESIDENTIAL 220.31 STATE SURCHARGE VAL OTHER 8.81 VIKING AUTOMATIC SPRINKLER CO. MAIL-IN FEE 2.00 301 YORK AVE ST.PAUL,MN 55130- TOTAL 231.12 (651)588-3300 Payment(s) Minnesota State License#:BUIL-C-005 CHECK 1004515E 231.12 OWNER MULHERAN,PATRICK&MELISSA 4128 HALLGREN LA EXCELSIOR,MN 55331- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. • C`74/1Jiu � � ' -e6 /l 1027 /h Applicant Permitee Signature Date Issue. Byf gnature Date O C USE ONLY 1O1,T City of Orono Date Receive Permit O P.O.Box 66 Amount:2750 $ Crystal Kelley y P N y 46 Crystal Bay,MN 55323 /QDt/7r/5�3' .� Approved By: y� V- E (952)249-4600 !,l Recommends: Approval] Denial ❑ KES H OF- CITY OF ORONO—AUTOMATIC FIRE SPRINKLER/GENERAL PERMIT (All permits must be approved by the Fire Marshall and/or Building Official) 1. Permits are required for all fire sprinkler installation and repair. All work shall be done by a licensed fire sprinkler contractor. Two sets of plans, specification data sheets, fire flow tests and hydraulic calculation sheets shall be submitted to the Orono Fire Marshal a minimum of 7 days before start of work. 2. Permits can be applied for by mail at PO box 66, Orono, MN, 55323 or in person at, 2750 Kelly Parkway; Phone: (952)249-4600. Permits are also available online at: www.ci.orono.mn.us 3. All systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25,Minnesota State Building Code,Minnesota State Fire Code and Standards. All attic systems are to be spaced at maximum 130 square foot coverage. Plastic pipe will not be allowed at any time in attic spaces. 4. All equipment installed shall be U.L. or F.M. approved for fire protection service. Water flow test shall be completed on all new systems. Water flow test reports shall be submitted to the Orono Fire Marshal along with plan submittal. 5. Yard or wall post indicator valves are required. All indicating and control values installed shall be provided with tamper protection. On dry systems,the control valve to service the pressure switch(air) shall be supervised. 6. Inspectors test valve shall be installed on each floor level or zone of system.All systems shall have main drain and inspectors test valves piped to the outside. 7. No water is to be introduced into the sprinkler system until main has been thoroughly flushed. 200# air test and flushing shall be witnessed by the City of Orono Water Department. 8. An approved audible/visual device wired to main flow switch shall be installed above F.D. connection and in areas normally occupied by tenants. 9. EXISTING SYSTEMS: If any changes in the hydraulically most demanding area, change in occupancy classification or an addition of 20 or more heads,hydraulic calculations and flow test will be required. 10. The Orono Fire Marshal shall witness all final flow or trip tests. Appointments can be made by calling the Fire Marshall at(952)473-9701, 8:00-4:00 p.m. Monday-Friday. 24-hours notice is requested. 11. When required, (30 foot building height)stairwell standpipe's shall have 2 %2 gate valves installed with 2 '/zxlV2caps. AUTOMATIC FIRE SPRINKLER PERMITS New ❑ Addition ❑ Remodel ( I Replace Backflow Device: n AVB ❑ PVB Job Site/Owner Info a ati® . \ Site Address: - CA% ?c‘, , : .cal t Owner: /h> r r S Mailing Address: '7 6 0 Or'C,I -Ca Pe K got. City: drrvt o Zip: 5c S6 Home Phone: Alternate Phone: Contras or •pp 1 cant Information' Contractor/App.:y i k;n Au3o Wim;C., SFr; 14-1 erContact Person: g00 ( Address: 30 I lbe k 4Ve-- State License#: t C0c City: �'. P.k I Zip: 55 I o Expiration Date: ( /30/ ZO 17 Phone: 6 - 5-58- 3 7,12 Alternate Phone: I d t ' 11.1►4 ; CAI ❑ Commercial—Fire Sprinkler Residential—Fire Sprinkler Fire Systems PermitFire Systems Permit *Base Price=Contract Price: $) 7)())'2 5 x.0125 =$ 1•2-11)• 3 f (Minimum$50.00) *Surcharge=Contract Price:$ 1 7) b2s x.0005 =$ 13• o I *Mail-In Fee(Only On Mail In Applications) =$ 2.00 *Total Cost of Permit: =$ 1-S1. 1 2 The undersigned herby applies to the City for issuance of a Sprinkler Systems Permit. Applicant agrees that all systems shall be designed,installed and maintained to N.F.P.A.-13,N.F.P.A.-25,Minnesota State Building Code,Minnesota State Fire Code and Standards,and certifies that all statements made on this application are complete,true and correct. 6—Zetj 1C'/12/2-016. Applicant Date VIKING AUTOMATIC SPRINKLER CO. 004,,8 p Fire Sprinkler System Hydraulic Calculations Prepared for: Norris Residence 460 Orchard Park Rd. Orono, MN 55356 on: October 12, 2016 People. Integrity. Professionalism. Excellence. 301 York Avenue•St.Paul MN 55130•651.558.3300•800.229.6263 AllEEESEEMENINEEI Table of Contents Remote Area # Hazard / Description Refer to Sheet 1 Residential FP100 www . v i k i n g s p r i n k l e r , c o m • Hydraulic Calculations for Project Name: Drawing1 Location: , , Drawing Name: Norris Residence.cad Calculation Date: 10/12/2016 Design Remote Area Number: 1 Remote Area Location: Bonus Room Occupancy Classification: Residential Density: 0.050gpm/ft2 Area of Application: 279ft2(Actual 279ft2) Coverage per Sprinkler: 256ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: Pump at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): from Pump at Node: 1: 26.08@ 25.719 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction Notes: M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.59.0 1 10/12/201612:32:59PM Page 1 Hydraulic Graph Job Name: Drawing1 N 1.85 Remote Area Number: 1 Date: 10/12/2016 100 Pump Summary Sheet 90 Node: 1 80 - 70 60=Pump Chum Pressure 58.000 2 50 2 IL) ` 40 55.00 @ 39.060 30 /608 25.�1I9 20 System demand curve 10 _ O 7L1nuu1111u 111111111 1 1 1 t t 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ILI 1 l I I I I I I I I I I I I I I l l I 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 0 20 40 60 80 100 120 140 160 180 200 Flow-gpm Pump Rating:o.00 @ o.000 Supply:Static: Residual: Flowing: �,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.59.0 10/12/2016 12:33:01PM Page 2 1111 A11-1:715C-417:,;777::1.; 4':1L f ?. ` r' Job Number: 1 Report Description:Residential(1) Actual Flow Minimum Flow K-Factor Pressure Density Coverage Device (gpm) (gpm) (K) (psi) (gpmpft2) (Foot) Sprinkler 100 13.12 12.96 4.9 7.170 0.051gpm/ft2 256ft2 c> Sprinkler 101 12.96 12.96 4.9 7.000 0.051gpm/t2 256ft2 b Most Demanding Sprinkler Data (cyj,©M.E.P.CAD, Inc. ` AutoSPRINK®12 v12.0.59.0 10/12/2016 12:33:02PM Page 3 Job Name: Drawing1 Remote Area Number: 1 Date: 10/12/2016 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) Pump Analysis Churn Residual @ Flow Available @ Total Demand Required Pressure Node (psi) (psi) (gpm) (psi) (gpm) (psi) 1 58.000 0.000 0.00 56.675 26.08 25.719 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 100 120'-4" Sprinkler 7.170 13.12 Density:0.051gpm/ft2 Coverage:256ft2 101 120'-4" Sprinkler 7.000 12.96 Density:0.051gpm/ft2 Coverage:256ft2 1 88'-1" P2 25.719 (-56.675) 10 121-4" 8.331 11 121-4" 7.330 k,©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.5 10/12/2016 12:33:04PM Page 4 Job Name: Drawing1 Remote Area Number: 1 Date: 10/12/2016 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 , Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 d Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) to(Pf)and shown as a Friction(Pf) (Foot) negative value. Route 1"'-0150 7.000 101 120'-4" 4.9 12.96 1 (See 17Sprinkler, Notes) 8'-0" -0.433 p 11 121'-4" 12.96 1.10 25'-0" 0.030510 0.763 E(7 0"),Tr(1'-0") 11 121'-4" 13.12 1 (See 4'-0" 150 7.330 Notes) 5,-0„ Flow(q)from Route 2 10 121'-4' 26.08 1.10 0.111220 T(5'-0") 9'-0" 1.001 10 121'-4" 11111 1% (See 101'-3Yz' 150 8.331 Notes) 63'-0" 14.411 1 88'-1" 26.08 1.60 - 0.018125 8Tr(1'-0"),T(8'-0"),5E(9'-0"), 164'-3/" 2.978 2cplg(1'-0") 1 11. 26.08 Pump 25.719 Rating:0.000 @ 0.00 2 — Churn Pressure:58.000 0.00 25.719 Hose Allowance At Source — 1 26.08 Total(Pt) Route 1 100 120'-4" 4.9 13.12 1 (See 7'-0" 150 7.170 Route 2 Notes) Sprinkler, 17-0" -0.433 11 121'-4 13.12 1.10 0.031195 E(7'-0"),T(5'-0") 19-0 0.593 7.330 Total(Pt) Route 2 k,©M.E.P.0 A D,Inc. 11 AutoSPRINK®12 v12.0.59.0 1 10/12/2016 12:33:06PM Page 5 Job Name: Drawingl •Remote Area Number: 1 Date: 10/12/2016 irk' i iils {1`- i "5 '.. ,E-`'..Till Ili a'atl3- st11 a2R.` '' '` ' C. 1id`-,IY,Liiiijsd Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 # _.m2` ALV Alarm Valve An.V An.le Valve b Bushin. BaIV Ball Valve BFP Backflow Preventer BV Butters Valve C Cross Flow Turn 90° cpl. Cou.lin. Cr Cross Run CV Check Valve DeIV Delu.e Valve DPV D Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/+° Elbow Ee2 22'/z Elbow f Flow Device fd Flex Dro. FDC Fire De•artment Connectic fE 90° FireLock TM Elbow fEE 45° FireLock TM Elbow fl. Flan.e FN Floating Node fT FireLock TM Tee • Gau•e GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d H drant LtE Lon. Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Puma In P2 Puma Out PIV Post Indicatin. Valve PO Pi•e Outlet PRV Pressure Reducin• Valve PrV Pressure Relief Valve red Reducer/Ada•ter S Su•pl sCV Swirl. Check Valve S•r S•rinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca. (,©M.E.P.CAD, Inc. illj AutoSPRINK®12 v12.0.59.0 1 10/12/2016 12:33:06PM Page 6 DATE YY TIME CITY OF ORONO CALLED IN L L f Gir L INSPECTION NOTICE SCHEDULED IAA (,S O 7 3 L7 24 PERMIT NO. 1 to— U 1 3 t Co COMPLETED Lit: *ESS of- 6 r-G(2.__ P k OWNER TELEPHONE NO. CONTRACTOR \/;. DESCRIPTION 5'L 5,,,.oprf- s �— ^�— W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL • ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL • ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION • 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL - OWNERICONTRACTOR TO MEET YOU:A YES_NO to COMMENTS: cc Q. CC O CC U. W CC Q W CC W JOCWORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwneriContractor on site: Inspector. �a✓n l/ _ i ' White Copyllnspector's File Canary Copy/Site Notice DAT TIME / CTY OF ORONO CALLED IN 3— /7 INSPECTION NOTICE__ /� SCHEDULED it"17 9'0� PERMIT NO. d�/ - __ COMPLETED ADDRESS D �" `4fd 6 - ,e," " OWNERl T CLEPN,O E NO / 753w;& V7-41::CONTRACTOR � c `C ;.-. DESCRIPTION S Pa G -Lel W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL lc ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL C Z ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL siZ OWNERICONTRACTOR TO MEET YOU:_YES_NO Si COMMENTS: (g rig 9, J v 0 g CC 41 'Q0 /ee red_ pnp 0/9/ j <7.14'1,C")� b W , Q 1 ac(,eva -e�� Peepers La/15' in race/ W WO9/1-4 iec Co07r/dam W CC W 0 WORK SATISFACTORY:PROCEED JECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra r on site: Inspector. CIO White Copyllnspector's File Canary Copy/Site Notice m ~ W N `° 0 0! m� o w a a) M °D>> O w B O U) q Mm a) ` O n/a Z n ' ;0Up z n O �i ' c0 11 -i M�0 0 (� O� 0 (D O r = r� a:� D U) OO �O O O Z rn - �0 rn n/a 1 n 1'/,' 1.660 1 A42 0.109 1.380 0.140 1.394 �n � Z> G) x xX cn n CL 0 m z 4 -G -I rn�nop £� �D M 00 � M v r- D ��m-�1 u m � 3 M Orn c M U)Z) On-;aS p D 0 co 0 O rn�'�O � D� �- m p !y n!a z O zcz(n� �m �m _17 o rn O F)'Z o z ((D p CL z CD -moi O M v (D °�n_M =z��1 nCD Dm 0W � N r M 0m�� �00�c-a (D (a CD < n ; N Q coo �p W CNtt A f9 O O O ZJ (D N (A (D O j O m� 1 O a w CL D O rn _m n z- Zc (n nom 2D (n nO��n c� x� D iD �. s Ocpn m�D �� O Q) -n 3 D� m ~ tI Im C O O co n O (6 CL n• IMO Y / W N CL 0 0! m� o o M °D>> O w B O U) q Mm m ` O n/a Z (� ' �p ' ;0Up z n O �i ' c0 11 -i M�0 0 (� O� 0 r O r = r� a:� )F mA�v� 00 OO �O O O �O rn - �0 D n/a 1 n 1'/,' 1.660 1 A42 0.109 1.380 0.140 1.394 �n � Z> G) x xX cn m 0 m z 4 -G rn�nop zo �D M -n � M >m< r- D ��m-�1 n� m ` 3 M Orn c M U)Z) On-;aS p D 0 co 0 O rn�'�O � D� �- m p 12" 12.750 12.390 0.180 11.938 0.406 n!a n!a z O zcz(n� �m �m _17 o rn m F)'Z o z O p Q z D� �() -moi O M v - °�n_M =z��1 nCD Dm 0W 0m�� �00�c-a n =- �n < n < n Z coo �p W CNtt A f9 N O O ZJ (D N O j O m� 1 0 a w CL D O O o O c z- Zc (n nom 2D (n nO��n c� x� D n n Ocpn m�D �� DG Q) ��mXrrl 5;. 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Mx zm D� 9 9 ��0� zDm mm CD m D- 0m m, �c� -H _ U v i O O -D�cn� �0�0 �z� �0 �c c -�zm�n (n D >1 < < (� < C) p v m <MDZ Ip() D1>i D� D m -� mm O -0 - v M m m c_�0 r=m D�� mm �Z D 17171 '� -- - -- - �Im�D0 vmi D O �r- ZZ> Z0 n p p W z irOiin m= rn DGZ�m 5; 30> n ��Dp� �� Z (1) (n cn 0 OG)mm �-ic �D Sz m0 m � - -1m�c� D�D�z n �� > = O p Q < Dnmco �D=C ( W cmc cc) -n �� D C) OD{0- z� ��rnD mx m cmDD �O z DO�n OZ� ��-Ci �m (n GIG? _ p O 0 x -{DbW =0r z (Wn D to -. rn c��x(n DD �r _ _ m O c �mm� ��� �- mm z m mzxpp �z - O �D > = © z m mmo= �Dc� omo (Z 0_0 �m D o �OmOom� M�0(� m -11 rn O D0 _z �I W _Fn o(<j0� Z�m m r nm(zn<C MZ��Z m p > O X O X D z OT2 rCG7 Z mz -I n rn m r z z��7= m -_v m ,�'-, ;M D .(1�-)r= (n n �m r � c Z III =mp c O z c O m N 11 CMZ M �z O J m� z m x) 0 z m -i V� �� tI Im C O O co n O (6 CL n• IMO Y / W N CL � O v --- - m� mm T' A rn \ po O z O w B O U) q o 0 (D O D ` O n/a Z r- n/a N x 12' 15' 15' 15' Cn C/) 0' 4' 8' 16' 0' 2' 4' 8' 0' 1' 2' 4' SCALE: 1/8" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/2" = 1'-0" Project Title: Norris Residence NO. DATE REVISION 460 Orchard Park Road 0� 10/12/2016 SUBMITTAL DRAWINGS CD Orono, MN 55356 1 M AREA: Fire Protection Plans 1 I 1 DRAWN BY: DATE: SCALE: CONTRACT NO. Q3 ---� Brad Jungles 10/12/2016 As Noted 126488 APPROVAL BY: NO. OF HEADS Q -T'1 City of Orono 67 5 r___r_ CONTRACT WITH: ..%^����_\ FIRE PROTECTION CONTRACTOR MSI Custom Homes State License No. C005 15101 Stone Ridge Traz e (!!7 301 York Ave. Phone: (651) 558-3300 St. Paul, MN 55130 Fax: (651) 558-3310 Wayzata, MN 55391 AUTOMATIC SPRINKLER CO. >sus<rrrrry�; Apr , r»€;- www.vikingsp(nkler.com D N U) M 00 WC) 0 Oz Z D W > Zc O 7 C m D m " < m m n 2 (7 - W D D Oi� Gq m :'q M< D mm 'n Q0 C Q'4� o� m �D ;RG �M 00 w DZT. Z D rn M 0 O p� i O Z C0CZ C0 CZ M Ln M -A �W Z rn T M bF r w m o 0 GENERAL NOTES i. SPRINKLER SYSTEMS DESIGNED TO NFPA 13D (2010)AND TO THE PROJECT SPECIFIC REQUIREMENTS. Z ALL PIPE SHALL BE SPEARS CPVC WITH SPEARS CPVC FITTINGS. 3, OWNER SHALL BE RESPONSIBLE TO PROVIDEADEQUATE HEAT (>40°F) INAREAS CONTAINING WET PIPING. 4- ALL HANGER METHODS AND LOCATIONS TO BE INACCORDANCE WITH NFPA 13D (2010) 5. UNDERGROUND PIPING BY OTHERS. 6. SYSTEMS TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS PER NFPA 13 (2010) 7- ALL LOW POINTS TO HAVE PROVISIONS FOR PROPER DRAINAGE. 8. ANTI -FREEZE SYSTEM SHALL BE 48% GLYCERIN WITH FREEZE PROTECTION TO -15°F 9. TOTAL ANTI -FREEZE SYSTEM VOLUME 29.91 GALLONS 10- TOTAL SYSTEM AREA= 6,600 SQ FT 11. 12. 13 W N 0 C m Mm --- - K 0 -----0->--- --- --'--- - mm T' A �. .� \ po O z WALL WALL SIZE (in) O.D. I.D. THICKNESS I.D. THICKNESS I.D. \d D N U) M 00 WC) 0 Oz Z D W > Zc O 7 C m D m " < m m n 2 (7 - W D D Oi� Gq m :'q M< D mm 'n Q0 C Q'4� o� m �D ;RG �M 00 w DZT. Z D rn M 0 O p� i O Z C0CZ C0 CZ M Ln M -A �W Z rn T M bF r w m o 0 GENERAL NOTES i. SPRINKLER SYSTEMS DESIGNED TO NFPA 13D (2010)AND TO THE PROJECT SPECIFIC REQUIREMENTS. Z ALL PIPE SHALL BE SPEARS CPVC WITH SPEARS CPVC FITTINGS. 3, OWNER SHALL BE RESPONSIBLE TO PROVIDEADEQUATE HEAT (>40°F) INAREAS CONTAINING WET PIPING. 4- ALL HANGER METHODS AND LOCATIONS TO BE INACCORDANCE WITH NFPA 13D (2010) 5. UNDERGROUND PIPING BY OTHERS. 6. SYSTEMS TO BE HYDROSTATICALLY TESTED AT 200 PSI FOR 2 HOURS PER NFPA 13 (2010) 7- ALL LOW POINTS TO HAVE PROVISIONS FOR PROPER DRAINAGE. 8. ANTI -FREEZE SYSTEM SHALL BE 48% GLYCERIN WITH FREEZE PROTECTION TO -15°F 9. TOTAL ANTI -FREEZE SYSTEM VOLUME 29.91 GALLONS 10- TOTAL SYSTEM AREA= 6,600 SQ FT 11. 12. 13 Date Printed: 10/12/16 15:38:21 PM Filename: Norris Residence.cad __77. PIPE SIZE (in) 3/a" 1" HANGER NOTES 1Ya" 1Yz' 2" 2.W' 1 3" 3Yz' J 4 I S 0 Q PIPE SCHEDULE SCH. 10 SCH.40 mm �. .� UP TOAND INCLUDING4" PIPE USE 318" ROD, 5"- 8" PIPE USE 1/2" ROD, 10'9 '-' PIPE _°E 5/8" Roo WALL WALL SIZE (in) O.D. I.D. THICKNESS I.D. THICKNESS I.D. 0 o 0 (D O HANGER SPACING (FT) (PER NF== ._ ` O n/a Date Printed: 10/12/16 15:38:21 PM Filename: Norris Residence.cad __77. PIPE SIZE (in) 3/a" 1" HANGER NOTES 1Ya" 1Yz' 2" 2.W' 1 3" 3Yz' J 4 I S 5" 8' I 10' 12' PIPE SCHEDULE SCH. 10 SCH.40 CPVC WET STAMP UP TOAND INCLUDING4" PIPE USE 318" ROD, 5"- 8" PIPE USE 1/2" ROD, 10'9 '-' PIPE _°E 5/8" Roo WALL WALL SIZE (in) O.D. I.D. THICKNESS I.D. THICKNESS I.D. WALL THICKNESS PIPE TYPE HANGER SPACING (FT) (PER NF== ._ 0.840 n/a n/a 0.622 0.109 n/a n/a STEEL PIPE (EXCEPT THREADED LIGHT WALL) n/a n/a 12' 12' 15' 15' 15' 15' 15' 15 15 :5' SS 15, IS -1' 1.050 n/a 1 0.824 0.113 0.874 0.078 1.315 Na nla 1.049 0.133 1.101 0.097 THREADED LIGHTWALL STEEL PIPE n/a 1 12' 12' 12' 12' 12' 12' n/a nJa a a n/a 1 ni 1'/,' 1.660 1 A42 0.109 1.380 0.140 1.394 0.123 1Y{ 1.900 1.682 0.109 1.610 0.145 1.598 0.141 2' 2.375 2.157 0.109 2.067 1 0.154 2.003 0.176 21W 2.875 2.635 0.120 2.469 0.203 2.423 0.213 SYMBOLS 3' 3.500 3.260 0.120 3.068 0.216 2.950 0.259 HYDRAULIC NODE PIPE HANGER�x CEILING HEIGHT 3%' 4.000 3.760 0.120 3.548 0.226 1 n/a 4" 4.500 42W 0.120 4.026 0.237 N. n/a PIPE BREAKPIPE (UP or DN) 5" 5.563 5.295 0.134 5.047 0.258 n/a n/a 6" 5.525 6.357 0.134 6.065 0.280 n/a n/a 8" 8.625 8.329 1 0.148 7.981 0.322 1 n/a TS: Below Top of Steel TB: Top of Beam VERTICAL DIMENSION ��i _T.. FF :Above Finished Floor BB � Bottom of Beam 10" 10-I50 10-020 0.165 10.020 0.365 n/a n/a 12" 12.750 12.390 0.180 11.938 0.406 n!a n!a