Loading...
HomeMy WebLinkAboutMST2022-00493 (4) t Plumbing Permit Application �, Building Fixtures BE .:.' .... Received City of Tigardiiiim=mill „ 4 Date/By: '113 1 tt,y • RA Permit No.:"5�ip yrylic'3 Ihi is 13125 SW Hall Blvd.,Tigard,OR 97223 NUL. ' LU Plan Review ^ �F/ 1 , 0 Phone: 503.718.2439 Fax: 503.598.1960 Date/By: 7 /e 'y i'/ e7j Other Permit No.: Inspection Line: 503.639.4175 �/OF TIGAFZG ate Read /B ur s: See Pa e 2 for TIGARD CITY y y 1 Internet: www.tigard-or.gov DIVISIQNotified/Method:1(\Ip 17.4 • q I) q, Supplemental Information BUILDING SIC TYPE OF WORK YYll� i 2.ii .FEE* HEDULE O For special information use checklist 'New construction 0 Demolition Description I Qty. I Ea. I Total ❑Addition/alteration/replacement 0 Other: New 1-2-family dwellings(includes 100 ft.for each utility connection) CATEGORY OF CONSTRUCTION SFR(1)bath 312.70 '1-and 2-family dwelling ❑Commercial/industrial SFR(2)bath 437.78 SFR(3)bath 500.32 ❑Accessory building ❑Multi-family Each additional bath/kitchen 25.02 ❑Master builder 0 Other: 2 e Fire sprinkler(1.625 sq.ft.) Page $121.90 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: 16887 Sw Beemer Ln- Catch basin or area drain 18.76 City/State/ZIP: Drywell,leach line,or trench drain 18.76 y Portland,Or. 97224 Footing drain(no.linear ft.:_) Page 2 Suite/bldg./apt.no,: I Project name:South River Terrace Innovate Manufactured home utilities 50.03 Cross street/directions to job site: Manholes 18.76 Corner of Sw 169th Ave&Sw Beemer Ln Rain drain connector 18.76 Sanitary sewer(no.linear ft.:_) Page 2 Storm sewer(no.linear ft.:_) Page 2 Water service(no.linear ft.: ) Page 2 Subdivision: I Lot no.: 6-2 Fixture or item: Tax map/parcel no.: Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 Clothes washer 25.02 Installation of a multipurpose fire sprinkler system in a new Dishwasher 25.02 construction 1 &2 family dwelling. Drinking fountain 25.02 Ejectors/sump 25.02 PROPERTY OWNER I 0 TENANT Expansion tank 12.51 Name: Taylor Morrison Fixture/sewer cap 25.02 Floor drain/floor sink/hub 25.02 Address: 703 Broadway Street,Suite 710 Garbage disposal 25.02 City/State/ZIP: Vancouver,Wa. 98660 Hose bib 25.02 Phone:( 360)241-4232 Fax:( ) Ice maker 12.51 'APPLICANT 0 CONTACT PERSON Interceptor/grease trap 25.02 Business name: Stumptown Plumbing Medical gas(value:$ ) Page 2 Primer 12.51 Contact name: Ryan MacDougall Roof drain(commercial) 12.51 Address: 18705 Joyce Ct. Sink/basin/lavatory 25.02 City/State/ZIP: Oregon City, Or. 97045 Solar units(potable water) _ 62.54 Phone:( 503)380-6273 Fax: :( ) Tub/shower/shower pan 12.51 E-mail: ryan@stumptownplumbing.com Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater 37.52 Business name: Stumptown Plumbing Water piping/DWV 56.29 Address: 18705 Joyce Ct. Other: _ 25.02 City/State/ZIP: Oregon City, Or. Subtotal $121.90 Phone:( 503)380-6273 Fax:( ) Minimum permit fee: $72.50 mi CCB Lie.: 242859 Plumbing Lic.no.: pB2767 Plan review (25%of permit tee) $98' $ State surcharge(12%of permit fee) $14.63 Authorized signature: kFa..-1.1.4.eb.aywl'.AG.: e' r-r-241. --..------ --a-.--M TOTAL PERMIT FEE $167.01 ` Print name: Ryan MacDougall Date: 7/3/2024 This permit application expires if a permit is not obtained within 180 days I after it has been accepted as complete. Q Q *Fee methodology set by Tri-County Building Industry Service Board. 1 J w•J� I:\Building\Permits\PLMU-PermitApp.doe 10/01/09 440-4616T(10/02/COM/WEB) Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities Qty. Fee(ea) Total Square Footage: Permit Fee: Footing drain- I"'100' 50.03 0 to 2,000 $121.90 Footing drain-each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer-1st 100' 62.54 7,201 and greater $327.54 Sewer-each additional 100' 37.52 Water Service- 1st 100' 62.54 Medical Gas Systems: Water Service-each additional 100' 37.52 Valuation• Permit Fee: Storm&Rain Drain-1st 100' 62.54 $1.00 to$5,000.00 Minimum fee$72.50 Storm&Rain Drain-each additional 100' 37.52 $5,001.00 to$10,000.00 $72.50 for the first$5,000.00 and$1.52 for Other Inspections or Fees Qty. Fee(ea) Total each additional$100.00 or fraction thereof,to and including$10,000.00. Inspection of existing plumbing or for $10,001.00 to$25,000.00 $148.50 for the first$10,000.00 and$1.54 for which no fee is specifically indicated 90.00/hr each additional$100.00 or fraction thereof,to (minimum charge-1/2 hour) and including$25,000.00. Inspections outside of normal business 90.00/hr $25,001.00 to$50,000.00 $379.50 for the first$25,000.00 and$1.45 for hours(minimum charge-2 hours) each additional$100.00 or fraction thereof,to Reinspection Fees 90.00/hr and including$50,000.00. Additional plan review for revisions 90.00/hr $50,001.00 and up $742.00 for the first$50,000.00 and$1.20 for (minimum charge-1/2 hour) each additional$100.00 or fraction thereof. Subtotal: Commercial Fixture Work: Are you capping,adding or replacing fixtures? If"yes", please indicate work performed by fixture. Failure to accurately report fixtures could result in increased sewer fees*. Plan Review for Plumbing Installations Quantity by Fixture Type Plan review is required for any of the following. Fixture Type for Replace/ Please check all that apply. Work Performed: Capped Added Relocate ❑ Any new commercial building with water service 2"and Baptistry/Font greater,except systems designed and stamped by licensed Bath: -Tub/Shower engineer. -Jacuzzi/Whirlpool Car Wash: Each Stall 0 New exterior plumbing site utilities for any complex structure Drive tall as defined in OAR918-780-0040. Cuspidor/Water Aspirator ❑ Medical gas and vacuum systems for health care facilities. Dishwasher. Commercial D�f Any multipurpose fire sprinkler system. Domestic ❑ Any complex structure as defined in OAR918-780-0040. Drinking Fountain Eye Wash Submit 2 sets of plans with any of the above. Floor Drain/sink: -2" 3" Isometric or Riser Diagram 4" 0 Isometric or riser diagram is required for new buildings -Car Wash Drain Garbage Domestic non-food that meet the qualifications above. Disposal: -Domestic food related -Commercial food related -Industrial food related Ice Mach./Refrig.Drains Comments regarding fixture work: Oil Separator(Gas Station) Rec.Vehicle Dump Station Shower: -Gang -Stall Sink: -Lav/Bar non-food related -Bradley -Com/Serv/Util food related -Service *Note: If the fixture work under this permit results in an Swimming Pool Filter increase of sewer EDUs,a sewer permit will be issued and Washer-Clothes fees assessed for the sewer increase must be paid before the Water Extractor Water Closet-Toilet plumbing permit can be issued. Urinal Other Fixtures: I:\Building\Permits\PLMF_PermitApp.doc 08/04/2011 2 FOR OFFICE USE ONLY—SITE ADDRESS: Ibi$1 S1,14 40,11'tLY Lk A. This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. . This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT . ~ Transmittal Letter -Emma) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Ryan MacDougall JUL 03 2024 COMPANY: Stumptown Plumbing CITY OF TIGARD BUILDING DIVISION PHONE: 503 380-6273 By. EMAIL: ryan@stumptownplumbing.com RE: 16887 Sw Beemer Ln.Tigard,Or.97224 MST2022-00493 1 (Site Address) (Permit Number) South River Terrace Bldg.6 Unit 2 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. 2 Other(explain):Fire Sprinkler Designs, BOM's,One head Cales,and Two head Cafes REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: 7-/v- ,2 Li Initials: 4 G-, Fees Due: ❑ Yes ❑No Fee Description: Amount Due: $ $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑No ❑ Done Applicant Notified: ✓ Date: lt .al'elA .i j r.j 12.1,.,rx_ • Initials: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . RECEIVED Brent Kotula Date: 2023 JUL 0 3 2024 NICET Certification No. 113889 Water-Based Systems Layout - Level IV CITY OF TIGARD Certification Expires: June 1, 2026 BUILDING DIVISION Up01101 AquaSAFETM Fire Safety System OFFIC! COP' Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-One Head Calculation (H.4) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX-UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 010 Data File : 43463F 010 NEW 2 Story Triplex, Unit 2+ Mirror.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 12/27/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 12/25/23 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING CO. Contract No. - 43463F 010 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 17 Psi Required 65.39 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 106 Elev. R Residual (Psi) - 101 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 Water Supply Curve C Uponor Page 2 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 12/27/2023 City Water Supply: Demand: C1-Static Pressure : 106 D1-Elevation : 10.394 C2-Residual Pressure: 101 D2-System Flow : 16.974 C2-Residual Flow : 300 D2-System Pressure : 65.393 Hose(Demand) D3-System Demand : 16.974 Safety Margin : 40.582 150 140 130 p 120 R 110 Cl C2 -e E 100 - S 90 S 80 u 70 ; D2 R 60 E 50 40 30 20 10 D1 • 50 100 150 200 250 300 350 400 450 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary Uponor Page 3 SOUTH RIVER TERRACE-One Head Calculation(H.4) Date 12/27/2023 Fitting Legend Abbrev. Name % % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel• Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb• Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 12/27/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 106.0 101 300.0 105.975 16.97 65.393 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 119.0 4.9 12.0 16.97 H.3 119.0 13.77 H.1 119.0 14.95 T.17 119.0 18.48 H.2 119.0 19.14 T.18 119.0 19.33 H.5 119.0 19.43 T.23 119.0 19.55 H.11 119.0 19.86 T.24 119.0 20.44 T.37 109.0 25.33 S.1 109.0 25.85 PRV 95.0 39.49 MTR 95.0 59.73 CRB 95.0 62.77 STR 95.0 65.39 H.7 119.0 13.47 T.21 119.0 14.94 T.22 119.0 19.36 T.35 109.0 24.73 T.36 109.0 24.8 T.25 109.0 23.07 H.12 109.0 23.68 T.27 109.0 24.09 T.28 109.0 24.14 H.15 109.0 24.22 T.32 109.0 24.28 T.33 109.0 24.69 H.13 109.0 23.5 T.26 109.0 23.92 T.29 109.0 24.26 H.16 109.0 24.31 T.34 109.0 24.38 H.6 119.0 19.38 T.19 119.0 19.59 H.8 119.0 19.93 T.20 119.0 20.0 H.9 119.0 20.16 H.10 119.0 20.24 H.14 109.0 24.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 12/27/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.4 119 4.90 8.25 0.75 Utr 2.0 10.000 150 12.000 to 0.0 2.000 0.0 H.3 119 8.25 0.671 0.0 12.000 0.1473 1.768 Vel = 7.49 H.3 119 0.0 0.75 Utr 2.0 6.000 150 13.768 to 0.0 2.000 0.0 H.1 119 8.25 0.671 0.0 8.000 0.1474 1.179 Vel = 7.49 H.1 119 0.0 0.75 Utb 17.0 5.000 150 14.947 to Utr 2.0 19.000 0.0 T.17 119 8.25 0.671 0.0 24.000 0.1474 3.537 Vel = 7.49 T.17 119 -5.19 0.75 Utb 17.0 9.000 150 18.484 to Utr 2.0 19.000 0.0 H.2 119 3.06 0.671 0.0 28.000 0.0236 0.660 Vel = 2.78 H.2 119 0.0 0.75 Utr 2.0 6.000 150 19.144 to 0.0 2.000 0.0 T.18 119 3.06 0.671 0.0 8.000 0.0235 0.188 Vel = 2.78 T.18 119 -1.95 0.75 Utb 17.0 7.000 150 19.332 to Utr 2.0 19.000 0.0 H.5 119 1.11 0.671 0.0 26.000 0.0037 0.095 Vel = 1.01 H.5 119 0.0 0.75 Utb 17.0 16.000 150 19.427 to 0.0 17.000 0.0 T.23 119 1.11 0.671 0.0 33.000 0.0036 0.120 Vel = 1.01 T.23 119 1.75 0.75 Utr 2.0 13.000 150 19.547 to 0.0 2.000 0.0 H.11 119 2.86 0.671 0.0 15.000 0.0208 0.312 Vel = 2.59 H.11 119 0.0 0.75 Utb 17.0 11.000 150 19.859 to 0.0 17.000 0.0 T.24 119 2.86 0.671 0.0 28.000 0.0208 0.583 Vel = 2.59 T.24 119 2.00 1 Utb 17.0 19.973 150 20.442 to 0.0 14.000 4.331 T.37 109 4.86 0.862 0.0 33.973 0.0164 0.556 Vel = 2.67 T.37 109 12.11 1.25 T 2.44 6.000 150 25.329 to 0.0 2.440 0.0 S.1 109 16.97 1.054 0.0 8.440 0.0621 0.524 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 25.853 to 0.0 1.220 13.063 ** Fixed Loss=7 PRV 95 16.97 1.054 0.0 9.220 0.0623 0.574 Vel = 6.24 PRV 95 0.0 1.25 G 0.407 100.000 150 39.490 to 0.0 0.407 14.000 ** Fixed Loss= 14 MTR 95 16.97 1.054 0.0 100.407 0.0621 6.237 Vel = 6.24 MTR 95 0.0 1 E 3.022 20.000 150 59.727 to G 1.511 12.089 1.000 ** Fixed Loss= 1 CRB 95 16.97 1.049 T 7.555 32.089 0.0636 2.040 Vel = 6.30 CRB 95 0.0 1 T 7.555 15.000 150 62.767 to E 3.022 10.577 1.000 ** Fixed Loss= 1 STR 95 16.97 1.049 0.0 25.577 0.0636 1.626 Vel = 6.30 0.0 STR 16.97 65.393 K Factor= 2.10 H.4 119 8.73 0.75 Utr 2.0 7.000 150 12.000 to 0.0 2.000 0.0 H.7 119 8.73 0.671 0.0 9.000 0.1636 1.472 Vel = 7.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 12/27/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.7 119 0.0 0.75 Utr 2.0 7.000 150 13.472 to 0.0 2.000 0.0 T.21 119 8.73 0.671 0.0 9.000 0.1637 1.473 Vel = 7.92 T.21 119 0.0 0.75 Utb 17.0 10.000 150 14.945 to 0.0 17.000 0.0 T.22 119 8.73 0.671 0.0 27.000 0.1636 4.417 Vel = 7.92 T.22 119 -1.75 1 Utb 17.0 18.460 150 19.362 to 0.0 14.000 4.331 T.35 109 6.98 0.862 0.0 32.460 0.0319 1.037 Vel = 3.84 T.35 109 5.13 1.25 0.0 2.000 150 24.730 to 0.0 0.0 0.0 T.36 109 12.11 1.054 0.0 2.000 0.0335 0.067 Vel = 4.45 T.36 109 0.0 1.25 Utr 4.0 1.000 150 24.797 to Uel 11.0 15.000 0.0 T.37 109 12.11 1.054 0.0 16.000 0.0332 0.532 Vel = 4.45 0.0 T.37 12.11 25.329 K Factor= 2.41 T.17 119 5.19 1 0.0 14.000 150 18.484 to 0.0 0.0 4.331 T.25 109 5.19 0.862 0.0 14.000 0.0184 0.258 Vel = 2.85 T.25 109 -2.37 0.75 Utb 17.0 11.000 150 23.073 to Utr 2.0 19.000 0.0 H.12 109 2.82 0.671 0.0 30.000 0.0203 0.609 Vel = 2.56 H.12 109 0.0 0.75 Utr 2.0 18.000 150 23.682 to 0.0 2.000 0.0 T.27 109 2.82 0.671 0.0 20.000 0.0204 0.407 Vel = 2.56 T.27 109 -0.59 0.75 Utr 2.0 2.000 150 24.089 to 0.0 2.000 0.0 T.28 109 2.23 0.671 0.0 4.000 0.0130 0.052 Vel = 2.02 T.28 109 0.59 0.75 Utr 2.0 2.000 150 24.141 to 0.0 2.000 0.0 H.15 109 2.82 0.671 0.0 4.000 0.0202 0.081 Vel = 2.56 H.15 109 0.0 0.75 Utr 2.0 1.000 150 24.222 to 0.0 2.000 0.0 T.32 109 2.82 0.671 0.0 3.000 0.0203 0.061 Vel = 2.56 T.32 109 0.0 0.75 Utb 17.0 3.000 150 24.283 to 0.0 17.000 0.0 T.33 109 2.82 0.671 0.0 20.000 0.0203 0.406 Vel = 2.56 T.33 109 2.32 1.25 Utr 4.0 2.000 150 24.689 to 0.0 4.000 0.0 T.35 109 5.14 1.054 0.0 6.000 0.0068 0.041 Vel = 1.89 0.0 T.35 5.14 24.730 K Factor= 1.03 T.25 109 2.36 0.75 Utb 17.0 10.000 150 23.073 to Utr 2.0 19.000 0.0 H.13 109 2.36 0.671 0.0 29.000 0.0146 0.423 Vel = 2.14 H.13 109 0.0 0.75 Utb 17.0 12.000 150 23.496 to 0.0 17.000 0.0 T.26 109 2.36 0.671 0.0 29.000 0.0146 0.422 Vel = 2.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 7 SOUTH RIVER TERRACE-One Head Calculation (HA) Date 12/27/2023 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.26 109 -0.05 0.75 Utr 2.0 5.000 150 23.918 to Utb 17.0 19.000 0.0 T.29 109 2.31 0.671 0.0 24.000 0.0140 0.337 Vel = 2.10 T.29 109 0.0 0.75 Utr 2.0 2.000 150 24.255 to 0.0 2.000 0.0 H.16 109 2.31 0.671 0.0 4.000 0.0140 0.056 Vel = 2.10 H.16 109 0.0 0.75 Utr 2.0 3.000 150 24.311 to 0.0 2.000 0.0 T.34 109 2.31 0.671 0.0 5.000 0.0140 0.070 Vel = 2.10 T.34 109 0.0 0.75 Utb 17.0 5.000 150 24.381 to 0.0 17.000 0.0 T.33 109 2.31 0.671 0.0 22.000 0.0140 0.308 Vel = 2.10 0.0 T.33 2.31 24.689 K Factor= 0.46 T.18 119 1.95 0.75 Utr 2.0 3.000 150 19.332 to 0.0 2.000 0.0 H.6 119 1.95 0.671 0.0 5.000 0.0104 0.052 Vel = 1.77 H.6 119 0.0 0.75 Utb 17.0 3.000 150 19.384 to 0.0 17.000 0.0 T.19 119 1.95 0.671 0.0 20.000 0.0102 0.204 Vel = 1.77 T.19 119 0.05 0.75 Utb 17.0 4.000 150 19.588 to Uel 11.0 28.000 0.0 H.8 119 2.0 0.671 0.0 32.000 0.0107 0.341 Vel = 1.81 H.8 119 0.0 0.75 Utr 2.0 5.000 150 19.929 to 0.0 2.000 0.0 T.20 119 2.0 0.671 0.0 7.000 0.0107 0.075 Vel = 1.81 T.20 119 0.0 0.75 Utr 2.0 13.000 150 20.004 to 0.0 2.000 0.0 H.9 119 2.0 0.671 0.0 15.000 0.0107 0.160 Vel = 1.81 H.9 119 0.0 0.75 Utr 2.0 5.000 150 20.164 to 0.0 2.000 0.0 H.10 119 2.0 0.671 0.0 7.000 0.0107 0.075 Vel = 1.81 H.10 119 0.0 0.75 Utb 17.0 2.000 150 20.239 to 0.0 17.000 0.0 T.24 119 2.0 0.671 0.0 19.000 0.0107 0.203 Vel = 1.81 0.0 T.24 2.00 20.442 K Factor= 0.44 T.22 119 1.75 0.75 Utr 2.0 3.000 150 19.362 to Utb 17.0 19.000 0.0 T.23 119 1.75 0.671 0.0 22.000 0.0084 0.185 Vel = 1.59 0.0 T.23 1.75 19.547 K Factor= 0.40 T.19 119 -0.05 1 0.0 21.214 150 19.588 to 0.0 0.0 4.331 T.26 109 -0.05 0.862 0.0 21.214 0 -0.001 Vel = 0.03 0.0 T.26 -0.05 23.918 K Factor= -0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 8 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 12/27/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf T.27 109 0.60 0.75 Utb 17.0 5.000 150 24.089 to Utr 2.0 19.000 0.0 H.14 109 0.6 0.671 0.0 24.000 0.0011 0.027 Vel = 0.54 H.14 109 0.0 0.75 Utb 17.0 5.000 150 24.116 to 0.0 17.000 0.0 T.28 109 0.6 0.671 0.0 22.000 0.0011 0.025 Vel = 0.54 0.0 T.28 0.60 24.141 K Factor= 0.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am NICET Certifie . RECEIVED Brent Kotula Date: /2023 JUL 0 3 2024 NICET Certification No. 113889 Water-Based Systems Layout - Level IV CITY OF TIGARD Certification Expires: June 1, 2026 BUILDING DIVISION p (110. r AquaSAFETM Fire Safety System OFFI(1 CO;?' Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Drawing : RESIDENTIAL Location : 2 STORY TRIPLEX- UNIT 2 TIGARD OR Remote Area : 1 Contract : 43463F 010 Data File : 43463F 010 NEW 2 Story Triplex, Unit 2 + Mirror.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 SOUTH RIVER TERRACE-Two Head Calculation (H.7&H.5) Date 12/27/2023 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 12/25/23 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - STUMPTOWN PLUMBING CO. Contract No. - 43463F 010 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X)2 ( )4 ( ) S ( Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.6235 Psi Required 73.99 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 106 Elev. R Residual (Psi) - 101 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Uponor Page 2 SOUTH RIVER TERRACE-Two Head Calculation(H.7&H.5) Date 12/27/2023 City Water Supply: Demand: C1-Static Pressure : 106 D1-Elevation : 10.394 C2-Residual Pressure: 101 D2-System Flow :26.624 C2-Residual Flow : 300 D2-System Pressure : 73.988 Hose(Demand) D3-System Demand :26.624 Safety Margin : 31.956 150 f • 140 130 p120 i R 110 C1 C2 E 100 S 90 S 80 —"D2 U 70 R 60 E 50 40 30 20 10 d D1 50 100 150 200 250 300 350 400 450 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • Fittings Used Summary Uponor Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.7&H.5) Date 12/27/2023 Fitting Legend Abbrev. Name % '/, 1 1''/ l% 2 2% 3 3. 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel` Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr• Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • Flow Summary - NFPA 2007 Uponor Page 4 SOUTH RIVER TERRACE-Two Head Calculation (H.7&H.5) Date 12/27/2023 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 106.0 101 300.0 105.943 26.62 73.988 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 119.0 4.9 7.04 13.0 T.21 119.0 8.25 T.22 119.0 11.87 T.35 109.0 18.32 T.36 109.0 18.47 T.37 109.0 19.63 S.1 109.0 20.83 PRV 95.0 35.21 MTR 95.0 63.56 CRB 95.0 69.25 STR 95.0 73.99 H.4 119.0 7.6 H.3 119.0 8.34 H.1 119.0 8.84 T.17 119.0 10.32 T.25 109.0 15.05 H.12 109.0 16.25 T.27 109.0 17.05 T.28 109.0 17.15 H.15 109.0 17.31 T.32 109.0 17.43 T.33 109.0 18.22 H.2 119.0 10.17 T.18 119.0 10.13 H.6 119.0 10.42 T.19 119.0 11.6 H.8 119.0 12.5 T.20 119.0 12.69 H.9 119.0 13.12 H.10 119.0 13.31 T.24 119.0 13.85 H.5 119.0 4.9 7.73 13.62 T.23 119.0 11.53 H.11 119.0 12.34 H.13 109.0 15.51 T.26 109.0 15.97 T.29 109.0 16.96 H.16 109.0 17.12 T.34 109.0 17.32 H.14 109.0 17.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 12/27/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.7 119 4.90 7.84 0.75 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 T.21 119 7.84 0.671 0.0 9.000 0.1342 1.208 Vel = 7.11 T.21 119 0.0 0.75 Utb 17.0 10.000 150 8.248 to 0.0 17.000 0.0 T.22 119 7.84 0.671 0.0 27.000 0.1341 3.622 Vel = 7.11 T.22 119 2.43 1 Utb 17.0 18.460 150 11.870 to 0.0 14.000 4.331 T.35 109 10.27 0.862 0.0 32.460 0.0653 2.120 Vel = 5.65 T.35 109 8.20 1.25 0.0 2.000 150 18.321 to 0.0 0.0 0.0 T.36 109 18.47 1.054 0.0 2.000 0.0725 0.145 Vel = 6.79 T.36 109 0.0 1.25 Utr 4.0 1.000 150 18.466 to Uel 11.0 15.000 0.0 T.37 109 18.47 1.054 0.0 16.000 0.0726 1.162 Vel = 6.79 T.37 109 8.15 1.25 T 2.44 6.000 150 19.628 to 0.0 2.440 0.0 S.1 109 26.62 1.054 0.0 8.440 0.1429 1.206 Vel = 9.79 S.1 109 0.0 1.25 E 1.22 8.000 150 20.834 to 0.0 1.220 13.063 ** Fixed Loss=7 PRV 95 26.62 1.054 0.0 9.220 0.1428 1.317 Vel = 9.79 PRV 95 0.0 1.25 G 0.407 100.000 150 35.214 to 0.0 0.407 14.000 ** Fixed Loss= 14 MTR 95 26.62 1.054 0.0 100.407 0.1428 14.343 Vel = 9.79 MTR 95 0.0 1 E 3.022 20.000 150 63.557 to G 1.511 12.089 1.000 ** Fixed Loss= 1 CRB 95 26.62 1.049 T 7.555 32.089 0.1462 4.691 Vel = 9.88 CRB 95 0.0 1 T 7.555 15.000 150 69.248 to E 3.022 10.577 1.000 ** Fixed Loss= 1 STR 95 26.62 1.049 0.0 25.577 0,1462 3.740 Vel = 9.88 0.0 STR 26.62 73.988 K Factor= 3.09 H.7 119 5.16 0.75 Utr 2.0 7.000 150 7.040 to 0.0 2.000 0.0 H.4 119 5.16 0.671 0.0 9.000 0.0619 0.557 Vel = 4.68 H.4 119 0.0 0.75 Utr 2.0 10.000 150 7.597 to 0.0 2.000 0.0 H.3 119 5.16 0.671 0.0 12.000 0.0620 0.744 Vel = 4.68 H.3 119 0.0 0.75 Utr 2.0 6.000 150 8.341 to 0.0 2.000 0.0 H.1 119 5.16 0.671 0.0 8.000 0.0619 0.495 Vel = 4.68 H.1 119 0.0 0.75 Utb 17.0 5.000 150 8.836 to Utr 2.0 19.000 0.0 T.17 119 5.16 0.671 0.0 24.000 0.0619 1.486 Vel = 4.68 T.17 119 1.39 1 0.0 14.000 150 10.322 to 0.0 0.0 4.331 T.25 109 6.55 0.862 0.0 14.000 0.0284 0.398 Vel = 3.60 T.25 109 -2.48 0.75 Utb 17.0 11.000 150 15.051 to Utr 2.0 19.000 0.0 H.12 109 4.07 0.671 0.0 30.000 0.0399 1.196 Vel = 3.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations : Hazen-Williams Uponor Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.7 &H.5) Date 12/27/2023 Nadel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.12 109 0.0 0.75 Utr 2.0 18.000 150 16.247 to 0.0 2.000 0.0 T.27 109 4.07 0.671 0.0 20.000 0.0399 0.798 Vel = 3.69 T.27 109 -0.86 0.75 Utr 2.0 2.000 150 17.045 to 0.0 2.000 0.0 T.28 109 3.21 0.671 0.0 4.000 0.0258 0.103 Vel = 2.91 T.28 109 0.86 0.75 Utr 2.0 2.000 150 17.148 to 0.0 2.000 0.0 H.15 109 4.07 0.671 0.0 4.000 0.0398 0.159 Vel = 3.69 H.15 109 0.0 0.75 Utr 2.0 1.000 150 17.307 to 0.0 2.000 0.0 T.32 109 4.07 0.671 0.0 3.000 0.0400 0.120 Vel = 3.69 T.32 109 0.0 0.75 Utb 17.0 3.000 150 17.427 to 0.0 17.000 0.0 T.33 109 4.07 0.671 0.0 20.000 0.0399 0.797 Vel = 3.69 T.33 109 4.12 1.25 Utr 4.0 2.000 150 18.224 to 0.0 4.000 0.0 T.35 109 8.19 1.054 0.0 6.000 0.0162 0.097 Vel = 3.01 0.0 T.35 8.19 18.321 K Factor= 1.91 T.17 119 -1.38 0.75 Utb 17.0 9.000 150 10.322 to Utr 2.0 19.000 0.0 H.2 119 -1.38 0.671 0.0 28.000 -0.0054 -0.152 Vel = 1.25 H.2 119 0.0 0.75 Utr 2.0 6.000 150 10.170 to 0.0 2.000 0.0 T.18 119 -1.38 0.671 0.0 8.000 -0.0054 -0.043 Vel = 1.25 T.18 119 6.40 0.75 Utr 2.0 3.000 150 10.127 to 0.0 2.000 0.0 H.6 119 5.02 0.671 0.0 5.000 0.0588 0.294 Vel = 4.55 H.6 119 0.0 0.75 Utb 17.0 3.000 150 10.421 to 0.0 17.000 0.0 T.19 119 5.02 0.671 0.0 20.000 0.0588 1.175 Vel = 4.55 T.19 119 -1.65 0.75 Utb 17.0 4.000 150 11.596 to Uel 11.0 28.000 0.0 H.8 119 3.37 0.671 0.0 32.000 0.0282 0.901 Vel = 3.06 H.8 119 0.0 0.75 Utr 2.0 5.000 150 12.497 to 0.0 2.000 0.0 T.20 119 3.37 0.671 0.0 7.000 0.0281 0.197 Vel = 3.06 T.20 119 0.0 0.75 Utr 2.0 13.000 150 12.694 to 0.0 2.000 0.0 H.9 119 3.37 0.671 0.0 15.000 0.0281 0.422 Vel = 3.06 H.9 119 0.0 0.75 Utr 2.0 5.000 150 13.116 to 0.0 2.000 0.0 H.10 119 3.37 0.671 0.0 7.000 0.0281 0.197 Vel = 3.06 H.10 119 0.0 0.75 Utb 17.0 2.000 150 13.313 to 0.0 17.000 0.0 T.24 119 3.37 0.671 0.0 19.000 0.0282 0.535 Vel = 3.06 T.24 119 4.79 1 Utb 17.0 19.973 150 13.848 to 0.0 14.000 4.331 T.37 109 8.16 0.862 0.0 33.973 0.0427 1.449 Vel = 4.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations : Hazen-Williams Uponor Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 12/27/2023 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 T.37 8.16 19.628 K Factor= 1.84 T.18 119 -6.40 0.75 Utb 17.0 7.000 150 10.127 to Utr 2.0 19.000 0.0 H.5 119 -6.4 0.671 0.0 26.000 -0.0922 -2.398 Vel = 5.81 H.5 119 4.90 13.62 0.75 Utb 17.0 16.000 150 7.729 to 0.0 17.000 0.0 T.23 119 7.22 0.671 0.0 33.000 0.1152 3.802 Vel = 6.55 T.23 119 -2.43 0.75 Utr 2.0 13.000 150 11.531 to 0.0 2.000 0.0 H.11 119 4.79 0.671 0.0 15.000 0.0539 0.808 Vel = 4.35 H.11 119 0.0 0.75 Utb 17.0 11.000 150 12.339 to 0.0 17.000 0.0 T.24 119 4.79 0.671 0.0 28.000 0.0539 1.509 Vel = 4.35 0.0 T.24 4.79 13.848 K Factor= 1.29 T.25 109 2.48 0.75 Utb 17.0 10.000 150 15.051 to Utr 2.0 19.000 0.0 H.13 109 2.48 0.671 0.0 29.000 0.0159 0.462 Vel = 2.25 H.13 109 0.0 0.75 Utb 17.0 12.000 150 15.513 to 0.0 17.000 0.0 T.26 109 2.48 0.671 0.0 29.000 0.0159 0.461 VeI = 2.25 T.26 109 1.64 0.75 Utr 2.0 5.000 150 15.974 to Utb 17.0 19.000 0.0 T.29 109 4.12 0.671 0.0 24.000 0.0409 0.982 Vel = 3.74 T.29 109 0.0 0.75 Utr 2.0 2.000 150 16.956 to 0.0 2.000 0.0 H.16 109 4.12 0.671 0.0 4.000 0.0410 0.164 Vel = 3.74 H.16 109 0.0 0.75 Utr 2.0 3.000 150 17.120 to 0.0 2.000 0.0 T.34 109 4.12 0.671 0.0 5.000 0.0408 0.204 Vel = 3.74 T.34 109 0.0 0.75 Utb 17.0 5.000 150 17.324 to 0.0 17.000 0.0 T.33 109 4.12 0.671 0.0 22.000 0.0409 0.900 Vel = 3.74 0.0 T.33 4.12 18.224 K Factor= 0.97 T.23 119 2.43 0.75 Utr 2.0 3.000 150 11.531 to Utb 17.0 19.000 0.0 T.22 119 2.43 0.671 0.0 22.000 0.0154 0.339 Vel = 2.20 0.0 T.22 2.43 11.870 K Factor= 0.71 T.19 119 1.65 1 0.0 21.214 150 11.596 to 0.0 0.0 4.331 T.26 109 1.65 0.862 0.0 21.214 0.0022 0.047 Vel = 0.91 0.0 T.26 1.65 15.974 K Factor= 0.41 T.27 109 0.86 0.75 Utb 17.0 5.000 150 17.045 to Utr 2.0 19.000 0.0 H.14 109 0.86 0.671 0.0 24.000 0.0022 0.053 Vel = 0.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor Page 8 SOUTH RIVER TERRACE-Two Head Calculation (H.7 & H.5) Date 12/27/2023 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.14 109 0.0 0.75 Utb 17.0 5.000 150 17.098 to 0.0 17.000 0.0 T.28 109 0.86 0.671 0.0 22.000 0.0023 0.050 Vel = 0.78 0.0 T.28 0.86 17.148 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Markup Legend COLOR/LINETYPE LEGEND �1 LINES. FEED To r•\' 2c c ;Ra H.SH' - 1. o Delete Une CITY OF TIGARD B=CCK=NES=SPRINKLER HEAD TO SPRINKLER HEAD. -, o �� = 1/2"PIPE SIZE 0 `>�o Add Line ___ -.- ... -. ___ C w^n Approved =3/4"PIPE SIZE ii 0 a ♦ / 1 \C'.d = 1"PIPE SIZE CO m Add Tee Conti llOnC�IIy „r���rl i _ UNIT 3 UNIT 2 UNIT 1 UNIT 1 UNIT UNIT 3 the r1 N, a s described i n. "'-" r - J °LL r only w wo Add Elbow u° N z - oo ti'3 �_ FPERMIT NO ,bS.T_'o�� - I 1 °"�=� J Nmpw3 Add coupling SPRINKLER SYMBOL DEFINITION z r m o See Letter to: F II I xxx-xx sw Add Head !11t:1�.�� `� I MAXIMUM SPACING(TYP) o�..r w 3 2 STORY TRIPLEX 2 STORY TRIPLEX Job Address: SPRINKLER MODEL(TYP) f ,d 3 a Delete Head dl ,� Date" -io- '/ _ - %:. • n HEAD 5I.-.L •P r' ?x"' Move Head - - 4 KEY PLAN W/ MIRROR ey: Q ,I -E x z i=s ; 1"AQUAPEX INTERLEVEL .. -2 CONNECTIONS FROM FIRST �� ,__F-Z "_cm Note:Ail revisions must be reviewed b U DoorNTS v 4 FLOOR TO SECOND FLOOR "� p m< °�E'" v v F100 //1 '\\ "F:s.- i's� s Table W02-R JUL 03 2024 z°`<-=r -r zz Multipurpose Fire Sate Systems / / \ \ C =F 2 i,a2 = The Uponor esidential Fire Safety System is a residential fire protections V I// \\\ N. CITY OF.TIGARD^' ig ^g a= � j?? r� E. system installed in combination with the cold side of the domestic potable / / // \� N DI\/ISIo1 •'=Y l <Y<r'��- col water system. Only licensed contractors trained by Uponor can install this / / \ BUILDIN Y r�i p z< _<S 3,; system. / / // \\ \ \ 5 yb ' - zsc • V / \ \ �z< =It,: _-a t5 fil • What to de If Changan are Required -i �/ // \\ w s< n s i z-X-v,s n If any features or obstructions require the addition or deletion of spdnhler l' / \ O, <z ^- . � heads,or significant relocation of sprinider heads,contact the Uponor Design '9 // \\ Q' < - E Q=d =K y �. Department to determine if observed changes require a redesign / \ 3 y_3 v.$Li (888.594.7726,• T.25 // \\ T.25 x ,, _= RC * \ , f�^CCi� C� .., _ >. ' izz 5i r / \ \ \ iv.-rJJzY�-C< �/ / \ \ \ 61 .N I / II \ \ \ I 0 - - SENJU Model RC-RES Residential Flat Concealed Pendent SS8464 / / F.6 F.6 \ \ I I here by certify that this plan,specification, o K=4.9,162F°,7/16"Orifice,Maximum Spacing 16'x16' i or report was prepared by me or under my O p 9 I T.26 �� T 26 direct supervision and that I am NICET w RC-RES-16 Sprinkler head demand: 13 gpm @ 7.04 / /t p .--1 V i \ ' \ Ce tifi a SENJU Model RC RES205 Residential Flat Concealed Pendent SS8464 T.27 / / j \ \ T.27 >4 - - - 2 K=4.9,205F°,7/16"Orifice,Maximum Spacing 14'x14' H.14, F,4 F.4 H.14 Brent Kotula Date: 23 0 / / \ T. Certification No.113889 Sprinkler head demand: 13gpm @ 7.04 T.28 Certification Expires:June u 2 Le 3 RC-RES-14-205 ~- i \\ Rc a I f'15 �•29 M.30 �' �M.30 -a T. H. yes 1s Water-Based Systems Layout-26 IV SENJU Model RC-RES Residential Flat Concealed Pendent SS8464 - - K=4.9,162F°,7/16"Orifice,Maximum Spacing 18'x18' EC-RES-1t F• 3 0 • - 4M.31 E Q H.16 .� H.16 Q ► M.31 RC-RES-16 Sprinkler head demand: 17 gpm @ 12 T. -1 F.5 F.5 • �. .,, 8 s 15f Floor MOST HYDRAULICALLY REMOTE HEADS - O • T.33 /T.34 T.34\ T•33 3 p z a 11 lst Floor f°-� is TOTAL HEAD# GPM PRESSURE REQ'D AT STREET F.81 F.7.({ �•35 / \ T.35� 11 F.7�F•8 7 LL 1 HEAD H.4 17 65.39 A z$r. 2 HEAD H.7&H.5 26.6235 73.99 I F.2 F•1 1-1/4"AQUAPEX TO F.1 F.2 0 8't m 6 s T.36 I T.37 T.3? T.36 H SYSTEM � n � n B S z e <n :r W N ��u�imi� B 0 U E- z a' ELEV.109' 4 y ~i j 1-1/4"AQUAPEX '.1 S.1 g z z p z N TO SYSTEM S 1 • MAIN SHUTOFF .�✓.�/ = y a..F Q ,_ CURRENT STATIC O VALVE LOCATION Ce z v WATER PRESSURE TO HOT WATER W 13 C, HEATER -�. • o 8 o O i N w a STATIC: 106psi x U UQdUf ZD W Op 1 1/4"AQUAPEX RISER PROPERLY id INSULATE PIPE PROTECT MAINTAIN Ce ..j 2 PRESSURE GAUGE AOF 40°F UM M TEMP TEMPERATURE W a 1 1/4"CASH ACME E645 1--1 O (OR EQUIVALENT) � IY cc a g 7PSI LOSS FLOWING 26GPM PRV IL o 0 0 1"WATER METER&SETTER Ce • O 0' m NFPA 13D STANDARD LOSS E 14PSI LOSS FLOWING 26GPM 75 psi T Q 0=z m N PRV Set Pressure p U w a w CUR1PSIg OSSSP SHUT OFF VALVE r r<rnn °w` 000 Eu t. STREET ) O � V D Z w 6=LL c (1) NF- GQa ��_< S y F C C O CORPORATION _ i 2 o 6_E d ,z c1. STOP RPSI LOSS .7 - SHEET DESCRIPTION FIRST FLOOR W/MIRROR S WATER E 9s 1 1/4"AQUAPEX 2 FIRST FLOOR - MIRROR 1 FIRST FLOOR 1"SCH.4O PVC 1"SCH.440 PVC F100 y/^11 _ 1 l Ott F100 y/^n _ 1 t_Ott SHEET NUMBER 1 `T - 1 `t 2 3 WATER SERVICE DETAIL 5 5 15 - - __..___________,.....,.. ._ _.___ F100 NTS 1/4"=1'-0" © UPONOR - CONFIDENTIAL Markup Legend COLOR/LINETYPE LEGEND `oo I s BLUE LINES FEED T i FI`TURES 134.-H U .DER, E-' n ^ u Delete Une /�\\ / \ GREEN Li' _... BLACK LINES=SPRINKLER HEAD TO SPRINKLER HEAD. O .�-- =1/2"PIPE SIZE C W 2 E Add tine -- —._. _._. _ _. o m t O �.� =3/4"PIPE SIZE Add Tee ��� = 1"PIPE SIZE O Pia v� �__ W 3 LLW O_ Add Elbow - ` W�,J., Add Coupling SPRINKLER SYMBOL DEFINITION m �Pmi , 1W3 Add Head ,• <_ Tfit MAXIMUM SPACING(TYP) s - m^ ELL Delete Head - I " <+3 i < SPRINKLER MODEL(TYP) i . . �' S, _C HEAD SYMBOL(TYP) y I c 3 Move Head ,�j- :. T.17 -9 - P T"11`.. -.. _ b�U j <u ca�s -- Y� Unit 2 � Note:All revisions must be reviewed by Uponor H.1 .�nit I t 2 / H.1 •� <m ,_ ' < Table F002-1 \ 481200AR) (481200A) _ �z=' Z Multipurpose Flre Safety Systems RC RES 1C / RC RES 16 =z< �_ , Y Y i The Uponor Residential Fire Safety System Is a residential fire protections \�,-." Bedroom M2.!' Redroo I £ � z a g o E system installed In combination with the cold side of the domestic potable H 2 H,2 / S' <o I< z<<C RC RES 14-2^r RC RES 14�205 yam= <S-c water system. ONy licensed contractors trained by Uponor ran Install[his _ Bed roof) rr< z z i s z2 3,; LI system. H.3 R\C-RES-18 °� H.3 g t -° < - m What to do if Changes are Required .�' , / _ r t. H z .E >< _ m \ RC-RES-18 .+ _ < � If any features or obstructions require the addition or deletion of sprinkler - 'i � �< z C heads,or significant relocation of sprinkler heads,contact the Uponor Design T,1�. \ / ta8 3z z - Aaz=r^' Departmenttodetermineifobservedchangesrequirea redesign �'� ] <,w • (988s9a.m6). RC-RES-16 `� \ fl / RES 16 =<=<S5• �3J ZZ <z f i ,RES- T.19 Icia. H.7 w 6 . H.B\ \ / H.7 is =▪ 3 r.- w RC-RES-18 \ / n' err � �sa x< r ( T.20 rat a` \ / // T.20 z _ I \ / / I T.21 \ / / T.21 or report was ere by certify prepared this plan, me orpunderMmy \ / / direct supervision and that I am NICET 0 1 r- I I F.10 / F.10 ' o F.91 Ce tlfi rt fF9 �_ -�/ FLOOR TO SECONDCO DMFLOOR n T.22 T.22 Brent Kotula Date: 2023 rA- / ` NICET Certification No,113889 T.23 H.9 H.9 T.23 Water-Based Systems Layout-Level IV c / i ` Certification Expires:June 1,2026 s T.24 g i 8F. iT.24 - I 2< dgr-=o O N I O ! N ll ��� LLJ N G �w >i1 .n3 I ' V U . 22 H.11 H.11 QG� F--I f N RES-18 C <<Gd E w oWE — F— XVrO-sa N O a "s CCJ LLJ a _ a I-1 o s z = r Ce o LLJY Pg C[ ,m�O z ti.,lam. U {"// < W Y m 'm E U) NI- o3 s°� . SECOND FLOOR — MIRROR 1 SECOND FLOOR ao5a = 2 1 SHEET DESCRIPTION F101 1/4" = 11-0" F101 1/^li = i I_Otl SECOND FLOOR W/MIRROR 8 `T g SHEET NUMBER a a mmelimelmommommi F101 5 © UPONOR - CONFIDENTIAL 0' • Aff�suaSAFETN' GENERAL NOTES' Senju RC-RES:Open Web Truss/T]I Construction InsulationIn � Recommendationsect to� re oub be taken in unheated attic spaces See General Notes 8.2.5.8 for Architectural `r ' ProPEX LF Brass Fire to cover Uponor AquaPEX tubing completely with insulation, Insulation Feature Requirements 's. Sprinkler Adapter Tee should follow the guidelines of the Insulation manufacturer. See Uponor ` s S 1. THIS SYSTEM IS DESIGNED AS PER NFPA 130 2019 EDITION AS A RESIDENTIAL MULTIPURPOSE SYSTEM Blockin Maybe r Fire Sprinkler Adapter Document'Uponor AquaSAFE Attic Insulation Guidlinea"for attic SECTION 3.3.12.3. Requlretl.If �� / Push-on Nut installation guidelines(Provided in Contractors Documents package or online Blockingis Used, at www.Uponerpro.com). O o 1�"Min. I t a 2. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON Use The 2 Top ((I TT h a >z o THIS SHEET.THESE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY AND Screw Holes. 8 1 r I ^. i I/"Max. 9 p Planter Box Window.Bay Window or Similar Feature. ^ UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXTENT OF THE LAW. I 1 Bottom of r,ounnn Extreme Tem erature Installationsn Bracket to Face of TrussIf no addhlnal floor area is created No Additional SpMNder is Required. o.m AquaSAFE ResldenUal Flre Safety systems are often installed in attics or a m v:< 3. THE DESIGN OF THIS SYSTEM IS DICTATED BY SPECIFIC CEILING HEIGHTS AND ROOM SIZES. IT IS THE Fire Sprinkler Adapter "!_ _ other areas exposed to temperature extremes of heat anti/or cold. Follow RINK"or less O N N RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THE CONDITIONS SHOWN ON THESE Mounting Bracket the recommended extreme weather Installation Instructions to isolate and / W 3�w o PLANS ARE EXACTLY AS THEY EXIST IN THE FIELD. DEVIATIONS FROM THE DESIGN MAY CAUSE THE -= protect system components Rom extreme temperatures. Because this w v z SYSTEM TO BE UNABLE TO CONTROL A FIRE.IF THE BUILDING CONSTRUCTION DIFFERS FROM THE FIRE system also delivers domestic cold water directly to plumbing fixtures, 9'-0"or less ° >c i°z g SPRINKLER PLAN,CONTACT THE SYSTEM DESIGNER IMMEDIATELY. 3-#10 x 1 1/2" Uponor highly recommends that you protect the tubing with adequate / 4. 1� W ^=? Full Course I L insulation in warm weather areas to minimize heating of the cold water `o m m,�w 4. THIS SYSTEM AND THE ACCOMPANYING HYDRAULIC CALCULATIONS ARE DESIGNED IN COMPLIANCE WITH Thread Screws S N = , e 0'2 NFPA 130 2019 EDITION. In Bottom Holes supply. 4= 3 m Installation methods include,but are not limited to: m W e m i 3 5. "STAND-ALONE"OR"MULTIPURPOSE,WET PIPE"SYSTEMS ARE PERMITTED TO ONLY USE ANTI-FREEZE -� n c o,.r u+3 LISTED FOR USE IN NEW SPRINKLER SYSTEMS. Lead-Ire FiaC • Tenting over the fire sprinkler piping. • Additional layers of batt insulation. If additional too'area is created.Cannot exceed 18 fe,be more than 2'-0" 6, MODIFICATIONS ARE PROHIBITED.SPRINKLERS THAT HAVE BEEN PAINTED,CAULKED,MODIFIED OR Concealer Senju I` Concealed Flat • Increased depth of down-in insulation. deep,more than 9'-0"wide and be with in the coverage area of the 4 <;y m.y Sprinkler Head Cover Plate sprinkler.No Additional Sprinkler is Required. S _ .. DAMAGED MUST BE REPLACED. - s ^ t= C Caution: If you will be installing spray foam insulation,make sure to .. i'z-c 7. A SINGLE CONTROL VALVE ARRANGED TO SHUT OFF BOTH THE DOMESTIC SYSTEM AND THE SPRINKLER protect all components during application.Consult with the spray foam < u a< S-,r a 3 SYSTEM SHALL BE INSTALLED. Senju RC-RES:Traditional Wood Framing Construction manufacturer to ensure compatibility with all products before application. NFPA 13D Table 7.5.6.3 Distances From - ,.y ...<= Heat Sources .._,,,1--. <t. :-,-< 8. OWNERS MANUAL MUST BE PROVIDED TO THE OWNER. `z x<o z❑r o:^ Consultation with local building officials is encouraged to ensure compliance `'_ a=,,F c,t; 9. AT THE MAIN SHUT OFF VALVE,A TAG OR A SIGN STATING THE FOLLOWING IS REQUIRED;"WARNING:THE ProPEX LF Brass Fire with local budding codes. OrdinaryIntermediate z x t g C F.= < FlreSprInker Adapter .-0. iF2__-z WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND Sprinkler Adapter Tee \ r Neat Source Temp. Temp. >x z a=< _ F J Push-on Nut Z-=_s.Uvr =z-z PRESSURES TO FIGHT A FIRE.DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR P 135°-170° 175°-225° z+,-z'< ,;__z • AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM,SUCH AS WATER SOFTENERS, • _ BendingPEX Tubing _=? = a =s ``" FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES,SHALL NOT BE ADDED TO THIS SYSTEM 11ff'-a■a, g Side of Fir ace 36' 12" z 'v I 5--I '{ /� 1 Ye Min. The minimum bend radius of Uponor PEX tubingin anydirection is six times =_Q=i`a-> o. WITHOUT REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST.DO NOT REMOVE 1 p Front of Fireplace 60" 36" W x^c E, .<z>z _tit THIS SIGN". 1 'Max. the outside diameter(6 z OD). _ _S< <> vh Fire Sprinkler Adapter --i_ __ - Bottom GI Maununy Bend supports are available for 3/8",1/2',3/4"and 1'Uponor AquaPEX Wood Burning Stove 42" 12 o-Si o C?z z=i s o 2< -r Mounting Bracket I Bracket to'acs of Truss tubing to facilitate 90-degree rigid bends. Kitchen Range 18" 9' g y'-z j y m c 10.ALL INTERIOR PIPING TO BE UPONOR°AtTuaPEX®°UNLESS NOTED. < "•�A Wall Oven 18" 9' U izs s��` <-c_ sty ® Ill zr_'v c-->=zrx» 11.UPONOR"AquaPEX"TUBING TO BE SUPPORTED PER NFPA 13D AND MANUFACTURER'S RECOMMENDATIONS. 2-#10 x 1 1/2' Recommended Tubing Length Between Fittings Hot Air Flues 18" 9' M d m=o S CL<z- <a c Full Cou _._____j-, } ....-__ 18" 9' C x!-.: '--;r°;=z:u rye t t Fitting Size Minimum Tubing Length Uninsulated Heat Ducts ;,;z_ z r u a:P- 5 p r M 12.MINIMUM SPACING BETWEEN SPRINKLERS IS RINK" REFER TO SPACING CHARTS FOR MAXIMUM SPACING In Top Skews 1l=tri �.t Uninsulated Hot Water Pipes 12" 6' ..,='•=7 BETWEEN SPRINKLERS AND FROM WALLS.SPRINKLER HEAD MANUFACTURERS MAY HAVE MORE In Top Holes 4_l1 CJ 3J8"ProPEX Fitting 2^ pK ? i 3 v.r-a o F e' RESTRICTIVE SPACING LIMITATIONS. Side of Hot Air Diffuser 24' 12° z i_<-_s G,c ( _ i(2"ProPEX Fitting 2" Front of Hot Air Diffuser 36° 18" 3 C a= < < iii 13.SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOMS DUE TO LIGHT FIXTURES OR OTHER CEILING 50/ -f 3/4"ProPEX FRting 3" Hot Water Heater 6' 3' <P: z<�'- B .a,Mn,' E MOUNTED OBSTRUCTIONS. Lead-FreeFlat--�° z Z ti -: .w r .: 1"ProPEX Fitting 3 1/2" Furnace 6" 3' < ><>�7 Concealed Senju ` -4 Concealed Flat y,-. 5` ' 14oi .THE PLUMBING TIE IN CONNECTIONS ARE SCHEMATIC IN NATURE AND CAN BE INSTALLED OFF THE 50W-250W Li lit Fixture 6° 3' c r >�s�'-r�?y g z Sprinkler Head Cover Plate 1 1/4"ProPEX Fitting 4 1/2" 0 SPRINKLER LOOP ANYWHERE BETWEEN SPRINKLER TO SPRINKLER CONNECTION. 250W-499W Light Fixture 12" 6' m,� -m 3= z z z u w s- Zv'-i#7='P,p R 15.THIS SUGGESTED LAYOUT IS BASED UPON INFORMATION PROVIDED BY OTHERS. CHANGES IN \ - E it S z ' _ w v CONSTRUCTION OR FIELD CONDITIONS MAY OCCUR WHICH MAY REQUIRE CHANGES TO THE LAYOUT. IT IS " < 3 _` < 4 Exposed Installation Requirements. a Si THE RESPONSIBILITY OF THE INSTALLER TO NOTIFY UPONOR TECHNICAL SERVICES OF SUCH CHANGES. Uponor AquaPEX^"tubing(white)and ProPEXTM EP Fittings and ProPEXT" \ I m i 8 1k.NFPA 13D 8.2.5'OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS I Brass Fittings are approved for exposed installation where the following conditions are met.(UL 1821 Approved) tit • 8.2.5.7' SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS n THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 FT.PER SPRINKLER. Exposed Wood 3oist CeilingAssemblies. o z • 8.2.5,8 SMALL AREAS CREATED BY ARCHITECTURAL FEATURES,SUCH AS PLANTER BOX WINDOWS,BAY P n /� a- I here by certify that this plan,specification, WINDOWS,AND SIMILAR FEATURES,SHALL BE EVALUATED AS FOLLOWS: 1. Joists are of dimensional lumber,engineered wood or wood I-joist. /� I or report was prepared by me or under my (1)WHERE NO ADDITIONAL FLOOR AREA IS CREATED BY THE ARCHITECTURAL FEATURE,NO 2. Joist are of depths from 6-16 inches(152-204 mm). //- direct supervision and that I am NICET o ADDITIONAL SPRINKLER PROTECTION IS REQUIRED. 3, Joist are of spacing from 12-24 inches(305-610 mm)on center. U ❑ Certifie. P (2)WHERE ADDITIONAL FLOOR AREA IS CREATED BY AN ARCHITECTURAL FEATURE,NO ADDITIONAL 4. Joists can be exposed after Installation. Q SPRINKLER PROTECTION IS REQUIRED,PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET; 5. Metal pipe hangers spaced at maximum 24 inches(610 mm)on center a (a)THE FLOOR AREA SHALL NOT EXCEED 18 FT'(1.7 Mh) f7 are used. 1• L 1.66° (b)THE FLOOR AREA SHALL NOT BE GREATER THAN 24 INCHES IN DEPTH AT THE DEEPEST POINT OF 6. Listed residential automatic sprinklers of maximum activation �f Brent of a ate: 23 3 THE ARCHITECTURAL FEATURE TO THE PLANE OF THE PRIMARY WALL WHERE MEASURED temperature rating of 155°F(68°C). 1n-3 an Hanger 1°Hanger NICET Certification No.113889 df ALONG THE FINISHED FLOOR. Z Water-Based Systems Layout-Level c (c)THE FLOOR SHALL NOT BE GREATER THAN 9FT IN LENGTH WHERE MEASURED ALONG THE Tubing Support Spacing: Certification Expires:June 1, a PLANE OF THE PRIMARY WALL. Metal Tubing Support. (Anchor AquaPEX Tubing Securely Enough to Support the Tubing,Yet Relaxed 26 (d)MEASURED FROM THE DEEPEST POINT OF THE ARCHITECTURAL FEATURE TO THE SPRINKLER 1. Metal tubing supports designed for plastic tubing shall be used. Enough to Allow the Tubing to Expand and Contract) O SHALL NOT EXCEED THE MAXIMUM LISTED SPACING OF THE SPRINKLER. I (3)THE HYDRAULIC DESIGN SHALL NOT BE REQUIRED TO CONSIDER THE AREA CREATED BY THE 2. supports not use for srp supports that will damage the tubing.Inspect metal sharp edges. 1. Along Horizontal Runs,Install Supports Every 32`,if Horizontal Runs are S` c ARCHITECTURAL FEATURE. 3, Do not rigidly anchor Uponor AquaPEX'M tubing with supports.Allow Continuously Supported,Place Tubing Supports at Six-Foot Intervals. enough tubing for freedom of movement to expand and contract. 2. Along Vertical Runs,Install Supports Every Four to Five Feet,at Each Lo 17.NFPA 13D 8.3 LOCATION OF SPRINKLERS. Floor and at a Mid-story Guide. m , • 8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 �� o THROUGH 8.3.8. In-line Flow Test' kI di v_ • 6.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT°(5.1 M')AND LESS z;O n 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS,LINEN CLOSETS,AND PANTRIES THAT The In-line Flow Test can be constructed on site. It performs a flow test to ;o W • MEET ALL OF THE FOLLOWING CONDITIONS: High Upstream Pressure ensure proper system operation and flow(see Figure F001-8), O c 4 % (1)THE AREA OF THE SPACE DOES NOT EXCEED 24 FT°(2.2 Mz). If the upstream pressure exceeds 80 psi a pressure reducing valve may Y 1 ro a m (2)THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE need to be Installed. Some jurisdictions may require a pressure reducing W N 5I r',o r'v v MATERIALS AS DEFINED IN NFPA 220,STANDARD ON TYPES OF BUILDING CONSTRUCTION. valve regardless of upstream pressure. Uponor AquaPEX ro","° i- • 8.3.4' SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES,OPEN ATTACHED PORCHES,CARPORTS,AND �/ { v, E SIMILAR STRUCTURES / Tubing %J//j U • 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT STORAGE,PENTHOUSE ,_ EQUIPMENT ROOMS,ELEVATOR MACHINE ROOMS,CONCEALED SPACES DEDICATED EXCWSIVELY TO AND g 1-1 ' X w CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT,FLOOR/CEILING SPACES,ELEVATOR SHAFTS, -- ----- ---- ---""�---- --- -- -- _ - p r- - ' _ Z 3.6 -t C uei CRAWL SPACES,AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING -- --- - / - - J YI b ud Q s h. PURPOSES. _ -_-. e l4_-. ____ , j a a D z o E n • 8.3.5.1 SUCH SPACES THAT CONTAIN FUEL-FIRED EQUIPMENT SHALL ALSO COMPLY WITH 8.3.5.1.1 OR -` -- - - W I YI Fz i$r u 8.3.5.1.2. ',r .. _ - - `' O s o i m w .. • 8.3.5.1.1 WHERE THE FUEL-FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING J� u u<a vi z o UNIT,NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. Male Threaded Coupling ProPEX Fire o 4 Sprinkler Adapter J 2 � •• 8.3.5.1.2 WHERE FUEL-FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE �j DWELLING UNIT,AT LEAST ONE QUICKRESPONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE 1'Ball Valve INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL-FIRED = To Hot Water Heater Male Threaded Coupling ..E.' W o a 0 EQUIPMENT FROM THE OCCUPIED SPACE, v Female Threaded 2> ,.,/ E a • 8.3.6 SPRINKLERS SHALL NOT BE REQUIRED IN UNHEATED ENCLOSURES AT THE BUILDING AT _ Tee with Water LL cc o ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER ENTRANCE/EXIT. n N `` - Pressure Gauge �.,�// o g 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING af �r� Pressure Gauge Sprinkler Orifice i mar (Optional) I..F_ 0 o m CONDITIONS: s rl Cf • VI Y Y LL j y (1)THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED x^ m a 100 FT.(2.83 Ma). E ,o z 1-m U, (2)THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS Flowo Test Z a 06w,-..� >� To ensure the system provides enough water for proper Me sprinkler � 0 � s 1 m tit.. c AT THE LOWER CEILING ELEVATION.'u (3)'THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE v performance,you should conduct a flow verification test. W I TREATMENTS IS NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. T LL ® Uponor Warning Signs 1f�(4)SKYLIGHTS NOT EXCEEDING 32 FT.(2.97 Mz)SHALL BE PERMITTED TO HAVE A PLASTIC COVER. Note:The NFPA 33D Installation Standard does not require lbw 0 y/S m w a n n verification. V l =w �` O • 8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS y a Pressure Reducing N rw'3 w ur a (REGARDLESS OF SIZE)LOCATED ON EXTERIOR BALCONIES,EXTERIOR BREEZEWAYS/CORRIDORS,OR Before performing a flow verification test,confirm the water pressures by o p O ACCESSED FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED to z Valve contacting the Water and Sewer Department of your local city. Ensure the >�o d z o PENETRATIONS DIRECTLY INTO THE DWELLING UNIT, o c _c available water pressure matches the pressure used in the system design, n • 8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND/OR AIR-CONDmONING a 'u" Note: The sprinkler plan indicates the most hydraulically remote sprinkler SHEET DESCRIPTION 0 EQUIPMENT,WASHERS AND/OR DRYERS,OR WATER HEATERS EXCEPT AS ALLOWED BY 8.3.8. (or pair of sprinklers). For test requirements on other sprinklers,consult GENERAL NOTES&DETAILS Main Fire Sprinkler c 18. INSULATION GUIDE LINES PER NFPA 13D. a •. Shut-offValve your local code. • 9.1.1'WET PIPE SYSTEMS. A WET PIPE SYSTEM SHALL BE PERMITTED TO BE TO BE USED WHERE ALL Note: It is a good idea to notify the fire inspector at least 24 hours prior to 'c PIPING IS INSTALLED IN AREAS NOT SUBJECT TD FREEZING,INCLUDING AREAS PROPERLY INSULATED TO performing a lbw verification test. This may speed up the Inspection MAINTAIN aK°F. process and eliminate the need to repeat the test for the inspector. SHEET NUMBER c m A.9,1.1 IN AREAS SUBJECT TO FREEZING,CARE SHOULD BE TAKEN IN UNHEATED ATTIC SPACES TO a COVER SPRINKLER PIPING COMPLETELY WITH INSULATION. INSTALLATION SHOULD FOLLOW THE Note: See"MuaSAFE Flow Test InaMuction Sheet'(Provided in GUIDELINES OF THE INSULATION MANUFACTURER.FIGURE A.9.1,1(A)THROUGH FIGURE A.9.1.1(F) Contractors Documents package or online at wn Sheet nerovidedm)for c SHOW SEVERAL METHODS THAT CAN BE CONSIDERED. THESE ARE FOR ILLUSTRATIVE PURPOSES ONLY. ---"---_-------_-- _-----"""-- -- more information on Flow Test Setup,Assembly,Performing the Test and Fool m CONSULTATION WITH THE GENERAL CONTRACTOR AND/OR OWNER IS RECOMMENDED TO ENSURE _______-____.___..... Troubleshooting. If there are any questions please contad Uponor. vPROPER METHODS AND MATERIALS ARE USED TO MAKE SURE 40°F WILL BE MAINTAINED. 75 psi © UPONOR - CONFIDENTIAL PRV Set Pressure D