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BLD20170483 (2)
08 sDA, aCITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 one. 1 s90 PHONTE: (425) 771-0220 - FAX: (425) 771-0221 STATUS: ISSUED 06/08/2017 Pem�it #: BLD20170483 Expiration Date: 12/08/2017 Parcel No: 270313001 PERMIT TYPE: Residential PERMIT GROUP: 30 - Fire Sprinkler GRADING: N CYDS: 0 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: CCCUPANT GROUP: CCCUPANT LOAD: FENCE: ( 0 N 0 FT.) CODE: OTHER: ------- OTHER DESC: ZONE NUMBER OF STORIES: 0 '%ESTED'DATE: NUMBER OF DWELLINGUNITS• 0 BASEMENT. 0 1ST FLOOR. 0 2ND FLOOR. 0 LOT BASEMENT: 0 1ST FLOOR`. 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK`. 0 OTHER: 0 BEDROOMS:0 BATHROOMS:0 BEDROOMS:O BATHROOMS:0 REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED PROPOSED. HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: .y, ..# I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHING70N RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. 10n I NOT APERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. t Signature v Print Name Date Released By Date ATTENTION .. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FI\AL INSPECTION HAS BEENMADE AND APPR01'AL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED L-BCI09/ IBCI 10/ IRCI 10. ` ONLINE � APPLICANT � ASSESSOR F 7�q OTHER J q.S • Final approval on a projector final occupancy approval mu3t be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections includin -final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or ether administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically -equested in writing and be called out and identified. Processing fees for such request shall be established by Council and s�all be paid upon submittal and are non-refundable. • • Approval of any plat or plan containing provisions «vhich do not comply Mth city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt fromthe noise limits of ECC Chapter 5.30 only during the hours of 7:00amto 6:0(pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits ofChapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf ofhis or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of ,Aiiatevernature, arising directly or indirectly from tile issumce for this permit. Issuance ofthis permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. i THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE: SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC"19.00.005(A)(6) PUBLIC «'ORKS (425) 771-0235 PRE-TREATAILN'T (425) 672-5755 T RECYCLING (425) 2754801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of inspection being requested, Contact Name and Phone Number, Date Prefereed, and Nihether you prefer morning or afternoon. • F-Fire Sprinkler Insulation • F-Fire Sprinkler Bucket Test • F-Fire Sprinkler Acceptance • F-Coverage/Riser OF EDP -- 010 c� DEVELOPMENT SERVICES RESIDENTIAL BUILDING PERMIT APPLICATION Este gqo 121 5a' Avenue N, Edmonds, WA 98020 City of Edmonds Phone 425.771.0220 Q Fax 425.771.0221 PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS (Street, S ite #, City State, Zip): `*�to�- o Parcel #: Subdivision/Lot #: Project Valuation: $ APPLICANT: '�-�— Phone: Fax: Add ss (Stream Cit , Sta e, Zip :. e -Mail Address: PROPERTY OWNER: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: LENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address: CONTRA TOR:M �--� (� (r -N C_l- G Phone: Fax: Ad�ress (Street Cityy,, St te, Zip): E-Mail ddress: , *Contractor must have a valid City of Edmonds business license prior to doing work in the City. Contact the City Clerk's Office at 425.775.2525 WA State License #/Exp. Date: �Gw'.v_) 4_0�_(q 0, 5 p- 0 ,1C.) ( � City Business License #/Exp. Date: DETAIL THE SCOPE OF WORK: PROPOSED NEW SQUARE FOOTAGE FOR THIS PROJECT: Basement: s . ft. Select Basement Type: Finished LJ Unfinished I" Floor: s . ft. Garage/Carport: s . ft. 2'd Floor: s . ft. Deck/Cvrd Porch/Patio: s . ft. Bedrooms # Full-3/4 Bath # Half -Bath # Other: s . ft. Fire Sprinklers: Yes No Retaining Wall: YesEl No Grading: Cut cu. yds. Fill cu.yds. I Cut/Fill in Critical Area: Yes LJ No I declare under penalty of perjury laws that the information I have provided on this form/app&cation is true, correct and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Edmonds. Print Name: Pr t) 2-3 k6_ kq ITA_ Owner ❑ Agent/Other (specify): Signature: Date: 111 FORM A LABuilding New Folder 2010\DONE & x-ferred to L-Building-New driveTonn A2014.docx Updated: 1/17/2014 APPROVED FIRE DEPARTMENT A010 DgSIGN A-PEX Design Services Inc. sales@a-pexdesignservices.com 10731 47th Place 'Nest Mukilteo, WA 98275 425-493-9680 Job Name : KEMPER RESIDENCE - One Head Calculation (1-1108) Drawing Location 9303 OLYMPIC DRIVE EDMONDS WA 98020 Remote Area : Contract 170313-03 Data File 170313-03 Kemper Residence.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - KEMPER RESIDENCE Date - 03-13-2017 Location - EDMONDS WA 98020 Building - System No. - Contractor - NEW WAY ENERGY Contract No. - 170313-03 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Listed Pres. at Start Point - 16.7 Psi D MAXIMUM LISTED SPACING 20 x 20 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 110 G Note: N Gpm System Type (e) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K-Factor 4.9 Temperature Rating 155 Calculation Gpm Required 20 Psi Required 55.7 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 70 Elev. R Residual (Psi) - 65 Other Flow (Gpm) - 300 S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 O N ca d0 M D U m U a N O C U (3 O c , �U (� ? w _A U) CL N W � N W n CU QY Cl) NO NO M O O N C5 O � NIN m a D a N ^ E o(Daa) aLLa- cp c ca _ E - (D o LLO N N tq Q to W (n (n `; u) w t6 ��-NN TOM E N O 0 O M W o < O Z M >_ O J LL O LO N O ClN O LnO (D co N CD N -LOW 0 odi scam 1: as o 7' Nc CD 4 CO�wI V (D I I o t6NN 2000 o p p M o N 0 0 O O O O O O O O O O m 2' W to w D w W r— O O co O Q M Z E cu t a c_ N 7 O U C U N a T T N E N O) O Q. L N E 0 U V r CM N N (0 r r 0 0 ti C) N O O r O N Inrroo M 00 LIT) O N � r 0) 0 0 �u f6 (6 COCC) OO M n n 0 0 N 04 (000 O N (n (n O O 00 M W r c t Cl) O O �t o (0 rMMoo u) to N N O 0 O O V r N N 0 0 n Cl) oDrr00 Lo C e) n r r 0 0 N N (0— r 0 0 on N (n r r r r N � r o O r N .0 U C Cl) r(O Q) V �— C N � � ([7 7 N r N rL U� S N L C N C O a O ❑ ca 04 N N N U C C U U Q) U) O (B \ N r CO (V r L L D CL U (u a) S s iQ E C —to W' U 3 m ro c E UU .Q' �m� �W -v?mai asC) U M��t-t- c (� 3 0) (1) 2:' m u� N C W v E (° 0 aQ CO c u � j (a E C:(tn! C tq � co rnZ rn0 << E S �� W X J > W g tp Cl) E (n d W C cg a) O LL QY n i.L¢ wc9 Z) i5_jLi.a. Flow Summary - NFPA 2007 A-PEX Design Services Inc. KEMPER RESIDENCE - One Head Calculation (1-1108) Page 4 Date 4/5/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STIR 70.0 65 300.0 69.967 20.02 55.699 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H 108 110.0 4.9 16.7 20.02 H104 110.0 17.48 T154 110.0 17.76 T158 120.0 13.99 T160 120.0 14.03 H118 120.0 14.06 H112 120.0 14.07 H109 120.0 14.08 H106 120.0 14.09 H.95 120.0 14.12 H.89 120.0 14.14 H.78 120.0 14.16 H.71 120.0 14.18 H.64 120.0 14.19 H.42 120.0 14.21 T137 120.0 14.22 T140 110.0 18.57 H.39 110.0 18.57 H.9 110.0 18.58 T123 110.0 18.59 H.8 110.0 18.69 H.38 110.0 18.82 T134 110.0 18.85 T138 120.0 14.59 T142 120.0 14.72 T135 120.0 14.78 T141 110.0 19.44 T149 100.0 24.34 S.1 104.0 23.04 MTR 100.0 52.42 STIR 100.0 55.7 T156 110.0 17.02 T155 110.0 17.35 T157 120.0 13.98 H111 120.0 14.0 H105 120.0 14.05 H100 120.0 14.1 H.92 120.0 14.14 H.91 120.0 14.25 H.80 120.0 14.32 H.73 120.0 14.41 H.66 120.0 14.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. KEMPER RESIDENCE - One Head Calculation (H108) Page 5 Date 4/5/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.58 120.0 14.5 H.44 120.0 14.58 T143 120.0 14.76 H.94 110.0 17.58 H.93 110.0 17.9 H.85 110.0 18.24 H.82 110.0 18.38 T152 110.0 18.57 H.60 110.0 18.84 T144 110.0 19.1 T151 100.0 24.2 H.56 100.0 24.24 T150 100.0 24.34 H103 110.0 17.83 H.84 110.0 18.04 H.81 110.0 18.12 H.59 110.0 18.27 T139 110.0 18.39 T136 120.0 14.12 H.35 120.0 14.13 T128 120.0 14.14 H.15 120.0 14.15 H.10 120.0 14.16 H.1 120.0 14.17 T120 120.0 14.2 T121 120.0 14.26 T122 120.0 14.39 H.12 120.0 14.45 T126 120.0 14.51 H.29 120.0 14.58 T159 120.0 13.99 T161 120.0 14.04 H119 120.0 14.14 H113 120.0 14.17 H110 120.0 14.2 H107 120.0 14.23 H.96 120.0 14.29 H.90 120.0 14.38 H.79 120.0 14.43 H.72 120.0 14.47 H.65 120.0 14.51 H.57 120.0 14.54 H.43 120.0 14.59 H117 120.0 14.01 H116 120.0 14.02 H115 120.0 14.03 H114 120.0 14.04 H101 120.0 14.06 H102 120.0 14.07 T153 120.0 14.09 H.87 120.0 14.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 6 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 NODE ANALYSIS (cost.) Pressure Discharge Node Tag Elevation Node Type at Node at Node H.86 120.0 14.11 H.76 120.0 14.12 H.69 120.0 14.13 H.62 120.0 14.13 H.40 120.0 14.14 T127 120.0 14.15 H.3 120.0 14.17 HA 120.0 14.17 H.5 120.0 14.18 H.6 120.0 14.18 H.37 110.0 18.42 T125 110.0 18.47 T124 110.0 18.49 H.7 110.0 18.52 H.97 120.0 14.1 H.98 120.0 14.1 H.99 120.0 14.1 H.88 120.0 14.1 H.77 120.0 14.11 H.70 120.0 .14.11 H.63 120.0 14.11 H.41 120.0 14.12 H.13 110.0 18.48 H.28 120.0 14.14 H.27 120.0 14.14 H.26 120.0 14.15 H.25 120.0 14.15 H.36 120.0 14.23 H.16 120.0 14.23 H.11 120.0 14.24 H.2 120.0 14.25 H.61 110.0 18.57 H.24 120.0 14.55 T130 120.0 14.58 H.30 120.0 14.59 T131 120.0 14.6 T132 120.0 14.62 T133 110.0 18.98 H.47 110.0 19.05 T145 110.0 19.08 T146 110.0 19.1 H.14 110.0 18.91 H.23 110.0 18.96 H.32 120.0 14.62 H.33 120.0 14.63 H.34 120.0 14.63 H.17 120.0 14.64 H.18 120.0 14.64 H.19 120.0 14.65 H.20 120.0 14.66 H.21 120.0 14.67 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 7 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 NODE ANALYSIS (coat.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 120.0 14.68 H.54 120.0 14.69 H.53 120.0 14.7 H.52 120.0 14.7 H.51 120.0 14.71 H.50 120.0 14.72 H.49 120.0 14.72 H.46 120.0 14.74 H.45 120.0 14.74 H.48 110.0 19.1 T148 110.0 19.1 T147 110.0 19.1 H.67 110.0 19.1 H.74 100.0 24.22 H.83 100.0 24.23 H.75 100.0 24.25 H.68 100.0 24.26 H.55 100.0 24.27 T129 100.0 24.3 H.31 100.0 24.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"*"*** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 108 8.50 0.862 Utr 2.0 15.000 16.700 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H104 8.5 0.0460 0.0 17.000 0.782 Vel = 4.67 H104 0.0 0.862 Utr 2.0 4.000 17.482 to 150.0 0.0 2.000 0.0 T154 8.5 0.0462 0.0 6.000 0.277 Vel = 4.67 T154 -4.18 0.862 2Utb 34.0 15.000 17.759 to 150.0 0.0 28.000 -4.331 T158 4.32 0.0131 0.0 43.000 0.565 Vel = 2.37 T158 -1.58 0.862 Utr 2.0 4.000 13.993 to 150.0 0.0 2.000 0.0 T160 2.74 0.0057 0.0 6.000 0.034 Vel = 1.51 T160 -1.01 0.862 Utb 17.0 1.000 14.027 to 150.0 0.0 14.000 0.0 H118 1.73 0.0025 0.0 15.000 0.037 Vel = 0.95 H118 0.0 0.862 Utr 2.0 2.000 14.064 to 150.0 0.0 2.000 0.0 H 112 1.73 0.0022 0.0 4.000 0.009 Vel = 0.95 H112 0.0 0.862 Utr 2.0 2.000 14.073 to 150.0 0.0 2.000 0.0 H 109 1.73 0.0025 0.0 4.000 0.010 Vel = 0.95 H109 0.0 0.862 Utr 2.0 2.000 14.083 to 150.0 0.0 2.000 0.0 H106 1.73 0.0025 0.0 4.000 0.010 Vel = 0.95 H106 0.0 0.862 Utr 2.0 9.000 14.093 to 150.0 0.0 2.000 0.0 H.95 1.73 0.0024 0.0 11.000 0.026 Vel = 0.95 H.95 0.0 0.862 Utr 2.0 7.000 14.119 to 150.0 0.0 2.000 0.0 H.89 1.73 0.0024 0.0 9.003 0.022 Vel = 0.95 H.89 0.0 0.862 Utr 2.0 5.003 14.141 to 150.0 0.0 2.003 0.0 H.78 1.73 0.0024 0.0 7.00) 0.017 Vel = 0.95 H.78 0.0 0.862 Utr 2.0 5.003 14.158 to 150.0 0.0 2.003 0.0 H.71 1.73 0.0024 0.0 7.003 0.017 Vel = 0.95 H.71 0.0 0.862 Utr 2.0 5.000 14.175 to 150.0 0.0 2.000 0.0 H.64 1.73 0.0024 0.0 7.000 0.017 Vel = 0.95 H.64 0.0 0.862 Utr 2.0 5.000 14.192 to 150.0 0.0 2.000 0.0 H.42 1.73 0.0024 0.0 7.000 0.017 Vel = 0.95 H.42 0.0 0.862 Utr 2.0 3.000 14.209 to 150.0 0.0 2.000 0.0 T137 1.73 0.0024 0.0 5.000 0.012 Vel = 0.95 T137 -1.14 0.862 2Utb 34.0 15.000 14.221 to 150.0 0.0 28.000 4.331 T140 0.59 0.0003 0.0 43.000 0.014 Vel = 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T140 0.21 0.862 Utr 2.0 2.000 18.566 to 150.0 0.0 2.000 0.0 H.39 0.8 0.0005 0.0 4.000 0.002 Vel = 0.44 H.39 0.0 0.862 Utr 2.0 11.000 18.568 to 150.0 0.0 2.000 0.0 H.9 0.8 0.0006 0.0 13.000 0.008 Vel = 0.44 H.9 0.0 0.862 Utb 17.0 1.000 18.576 to 150.0 Utr 2.0 16.000 0.0 T123 0.8 0.0006 0.0 17.000 0.010 Vel = 0.44 T123 2.97 0.862 Utr 2.0 8.000 18.586 to 150.0 0.0 2.000 0.0 H.8 3.77 0.0102 0.0 10.000 0.102 Vel = 2.07 H.8 0.0 0.862 Utr 2.0 11.000 18.688 to 150.0 0.0 2.000 0.0 H.38 3.77 0.0103 0.0 13.000 0.134 Vel = 2.07 H.38 0.0 0.862 0.0 3.000 18.822 to 150.0 0.0 0.0 0.0 T134 3.77 0.0100 0.0 3.000 0.030 Vel = 2.07 T134 -2.31 0.862 2Utb 34.0 12.000 18.852 to 150.0 0.0 28.000 -4.331 T138 1.46 0.0018 0.0 40.000 0.071 Vel = 0.80 T138 1.91 0.862 Utb 17.0 1.000 14.592 to 150.0 0.0 14.000 0.0 T142 3.37 0.0083 0.0 15.000 0.125 Vel = 1.85 T142 3.13 1.244 0.0 14.000 14.717 to 150.0 0.0 0.0 0.0 T135 6.5 0.0047 0.0 14.000 0.066 Vel = 1.72 T135 4.64 1.244 Utr 2.0 12.000 14.783 to 150.0 Utb 12.0 14.000 4.331 T141 11.14 0.0127 0.0 26.000 0.330 Vel = 2.94 T141 3.71 1.244 Utb 12.0 14.000 19.444 to 150.0 0.0 12.000 4.331 T149 14.85 0.0217 0.0 26.000 0.563 Vel = 3.92 T149 5.17 1.244 Utr 2.0 6.000 24.338 to 150.0 T 3.443 5.443 -1.732 SA 20.02 0.0376 0.0 11.443 0.430 Vel = 5.28 SA 0.0 1.244 2E 3.443 200.000 23.036 to 150.0 0.0 3.443 21.732 * * Fixed Loss = 20 MTR 20.02 0.0376 0.0 203.443 7.655 Vel = 5.28 MTR 0.0 0.995 E 2.336 20.000 52.423 to 150.0 T 5.841 9.345 0.0 STIR 20.02 0.1116 G 1.168 29.345 3.276 Vel = 8.26 0.0 20.02 55.699 K Factor = 2.68 H108 11.52 0.862 Utr 2.0 2.000 16.700 to 150.0 0.0 2.000 0.0 T156 11.52 0.0808 0.0 4.000 0.323 Vel = 6.33 T156 0.0 0.862 0.0 4.000 17.023 to 150.0 0.0 0.0 0.0 T155 11.52 0.0808 0.0 4.000 0.323 Vel = 6.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 10 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftnc's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T155 -5.84 0.862 2Utb 34.0 16.000 17.346 to 150.0 0.0 28.000 -4.331 T157 5.68 0.0218 0.0 44.000 0.961 Vel = 3.12 T157 -2.12 0.862 Utr 2.0 1.000 13.976 to 150.0 0.0 2.000 0.0 H111 3.56 0.0090 0.0 3.000 0.027 Vel = 1.96 H111 0.0 0.862 Utr 2.0 3.000 14.003 to 150.0 0.0 2.000 0.0 H105 3.56 0.0092 0.0 5.000 0.046 Vel = 1.96 H105 0.0 0.862 Utr 2.0 3.00D 14.049 to 150.0 0.0 2.000 0.0 H100 3.56 0.0092 0.0 5.00D 0.046 Vel = 1.96 H100 0.0 0.862 Utr 2.0 3.000 14.095 to 150.0 0.0 2.000 0.0 H.92 3.56 0.0092 0.0 5.000 0.046 Vel = 1.96 H.92 0.0 0.862 Utr 2.0 10.000 14.141 to 150.0 0.0 2.000 0.0 H.91 3.56 0.0092 0.0 12.000 0.110 Vel = 1.96 H.91 0.0 0.862 Utr 2.0 5.000 14.251 to 150.0 0.0 2.000 0.0 H.80 3.56 0.0091 0.0 7.000 0.064 Vel = 1.96 H.80 0.0 0.862 Utr 2.0 8.000 14.315 to 150.0 0.0 2.000 0.0 H.73 3.56 0.0092 0.0 10.000 0.092 Vel = 1.96 H.73 0.0 0.862 Utr 2.0 3.000 14.407 to 150.0 0.0 2.000 0.0 H.66 3.56 0.0092 0.0 5.000 0.046 Vel = 1.96 H.66 0.0 0.862 Utr 2.0 3.000 14.453 to 150.0 0.0 2.000 0.0 H.58 3.56 0.0092 0.0 5.000 0.046 Vel = 1.96 H.58 0.0 0.862 Utr 2.0 7.000 14.499 to 150.0 0.0 2.000 0.0 H.44 3.56 0.0092 0.0 9.000 0.083 Vel = 1.96 H.44 0.0 0.862 Utb 17.0 4.000 14.582 to 150.0 Utr 2.0 16.000 0.0 T143 3.56 0.0092 0.0 20.000 0.183 Vel = 1.96 T143 1.08 1.244 Utr 2.0 5.000 14.765 to 150.0 0.0 2.000 0.0 T135 4.64 0.0026 0.0 7.000 0.018 Vel = 1.22 0.0 4.64 14.783 K Factor = 1.21 T155 5.84 0.862 Utr 2.0 8.000 17.346 to 150.0 0.0 2.000 0.0 H.94 5.84 0.0230 0.0 10.000 0.230 Vel = 3.21 H.94 0.0 0.862 Utr 2.0 12.000 17.576 to 150.0 0.0 2.000 0.0 H.93 5.84 0.0230 0.0 14.000 0.322 Vel = 3.21 H.93 0.0 0.862 Utr 2.0 13.000 17.898 to 150.0 0.0 2.000 0.0 H.85 5.84 0.0230 0.0 15.000 0.345 Vel = 3.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 11 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.85 0.0 0.862 Utr 2.0 4.003 18.243 to 150.0 0.0 2.000 0.0 H.82 5.84 0.0230 0.0 6.00) 0.138 Vel = 3.21 H.82 0.0 0.862 Utr 2.0 6.003 18.381 to 150.0 0.0 2.003 0.0 T152 5.84 0.0230 0.0 8.003 0.184 Vel = 3.21 T152 -0.21 0.862 Utr 2.0 11.00) 18.565 to 150.0 0.0 2.00) 0.0 H.60 5.63 0.0215 0.0 13.003 0.279 Vel = 3.10 H.60 0.0 0.862 Utr 2.0 10.00) 18.844 to 150.0 0.0 2.00) 0.0 T144 5.63 0.0215 0.0 12.00) 0.258 Vel = 3.10 T144 -0.46 0.862 2Utb 34.0 14.003 19.102 to 150.0 0.0 28.003 4.331 T151 5.17 0.0183 0.0 42.00) 0.770 Vel = 2.84 T151 -1.25 0.862 Utr 2.0 1.00) 24.203 to 150.0 0.0 2.003 0.0 H.56 3.92 0.0110 0.0 3.00) 0.033 Vel = 2.16 H.56 0.0 0.862 Utr 2.0 7.003 24.236 to 150.0 0.0 2.003 0.0 T150 3.92 0.0110 0.0 9.003 0.099 Vel = 2.16 T150 1.25 1.244 0.0 1.003 24.335 to 150.0 0.0 0.0 0.0 T149 5.17 0.0030 0.0 1.003 0.003 Vel = 1.36 0.0 5.17 24.338 K Factor = 1.05 T154 4.18 0.862 0.0 6.000 17.759 to 150.0 0.0 0.0 0.0 H103 4.18 0.0123 0.0 6.000 0.074 Vel = 2.30 H103 0.0 0.862 Utr 2.0 15.000 17.833 to 150.0 0.0 2.000 0.0 H.84 4.18 0.0124 0.0 17.000 0.211 Vel = 2.30 H.84 0.0 0.862 Utr 2.0 4.000 18.044 to 150.0 0.0 2.000 0.0 H.81 4.18 0.0123 0.0 6.000 0.074 Vel = 2.30 H.81 0.0 0.862 Utr 2.0 10.000 18.118 to 150.0 0.0 2.000 0.0 H.59 4.18 0.0123 0.0 12.000 0.148 Vel = 2.30 H.59 0.0 0.862 Utr 2.0 8.000 18.266 to 150.0 0.0 2.000 0.0 T139 4.18 0.0124 0.0 10.000 0.124 Vel = 2.30 T139 -2.97 0.862 2Utb 34.0 18.000 18.390 to 150.0 0.0 28.000 -4.331 T136 1.21 0.0012 0.0 46.000 0.057 Vel = 0.67 T136 0.64 0.862 Utr 2.0 3.000 14.116 to 150.0 0.0 2.000 0.0 H.35 1.85 0.0028 0.0 5.000 0.014 Vel = 1.02 H.35 0.0 0.862 Utr 2.0 2.000 14.130 to 150.0 0.0 2.000 0.0 T128 1.85 0.0028 0.0 4.000 0.011 Vel = 1.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 12 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T128 -0.38 0.862 Utr 2.0 2.000 14.141 to 150.0 0.0 2.000 0.0 H.15 1.47 0.0018 0.0 4.000 0.007 Vel = 0.81 H.15 0.0 0.862 Utr 2.0 4.000 14.148 to 150.0 0.0 2.000 0.0 H.10 1.47 0.0018 0.0 6.000 0.011 Vel = 0.81 H.10 0.0 0.862 Utr 2.0 4.000 14.159 to 150.0 0.0 2.000 0.0 H.1 1.47 0.0018 0.0 6.000 0.011 Vel = 0.81 H.1 0.0 0.862 Utb 17.0 1.0(0 14.170 to 150.0 Utr 2.0 16.000 0.0 T120 1.47 0.0018 0.0 17.000 0.030 Vel = 0.81 T120 1.32 0.862 Utr 2.0 9.000 14.200 to 150.0 0.0 2.000 0.0 T121 2.79 0.0059 0.0 11.0(0 0.065 Vel = 1.53 T121 1.14 0.862 Utr 2.0 9.000 14.265 to 150.0 0.0 2.000 0.0 T122 3.93 0.0110 0.0 11.0(0 0.121 Vel = 2.16 T122 0.0 0.862 Utr 2.0 4.000 14.386 to 150.0 0.0 2.000 0.0 H.12 3.93 0.0112 0.0 6.000 0.067 Vel = 2.16 H.12 0.0 0.862 Utr 2.0 3.000 14.453 to 150.0 0.0 2.000 0.0 T126 3.93 0.0110 0.0 5.000 0.055 Vel = 2.16 T126 -2.02 0.862 Utb 17.0 7.000 14.508 to 150.0 Utr 2.0 16.000 0.0 H.29 1.91 0.0029 0.0 23.000 0.067 Vel = 1.05 H.29 0.0 0.862 Utr 2.0 4.000 14.575 to 150.0 0.0 2.000 0.0 T138 1.91 0.0028 0.0 6.000 0.017 Vel = 1.05 0.0 1.91 14.592 K Factor = 0.50 T157 2.12 0.862 Utr 2.0 2.000 13.976 to 150.0 0.0 2.000 0.0 T159 2.12 0.0035 0.0 4.000 0.014 Vel = 1.17 T159 0.0 0.862 Utr 2.0 11.000 13.990 to 150.0 0.0 2.000 0.0 T161 2.12 0.0035 0.0 13.000 0.046 Vel = 1.17 T161 1.01 0.862 Utb 17.0 1.000 14.036 to 150.0 0.0 14.000 0.0 H119 3.13 0.0073 0.0 15.000 0.109 Vel = 1.72 H119 0.0 0.862 Utr 2.0 2.000 14.145 to 150.0 0.0 2.000 0.0 H113 3.13 0.0072 0.0 4.000 0.029 Vel = 1.72 H113 0.0 0.862 Utr 2.0 2.000 14.174 to 150.0 0.0 2.000 0.0 H 110 3.13 0.0072 0.0 4.000 0.029 Vel = 1.72 H110 0.0 0.862 Utr 2.0 2.000 14.203 to 150.0 0.0 2.000 0.0 H107 3.13 0.0072 0.0 4.000 0.029 Vel = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 13 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 107 0.0 0.862 Utr 2.0 6.000 14.232 to 150.0 0.0 2.000 0.0 H.96 3.13 0.0072 0.0 8.000 0.058 Vel = 1.72 H.96 0.0 0.862 Utr 2.0 10.000 14.290 to 150.0 0.0 2.000 0.0 H.90 3.13 0.0072 0.0 12.000 0.086 Vel = 1.72 H.90 0.0 0.862 Utr 2.0 5.000 14.376 to 150.0 0.0 2.000 0.0 H.79 3.13 0.0073 0.0 7.000 0.051 Vel = 1.72 H.79 0.0 0.862 Utr 2.0 4.000 14.427 to 150.0 0.0 2.000 0.0 H.72 3.13 0.0073 0.0 6.000 0.044 Vel = 1.72 H.72 0.0 0.862 Utr 2.0 3.000 14.471 to 150.0 0.0 2.000 0.0 H.65 3.13 0.0072 0.0 5.000 0.036 Vel = 1.72 H.65 0.0 0.862 Utr 2.0 3.000 14.507 to 150.0 0.0 2.000 0.0 H.57 3.13 0.0072 0.0 5.000 0.036 Vel = 1.72 H.57 0.0 0.862 Utr 2.0 4.000 14.543 to 150.0 0.0 2.000 0.0 H.43 3.13 0.0072 0.0 6.000 0.043 Vel = 1.72 H.43 0.0 0.862 Utb 17.0 2.000 14.586 to 150.0 Utr 2.0 16.000 0.0 T142 3.13 0.0073 0.0 18.000 0.131 Vel = 1.72 0.0 3.13 14.717 K Factor = 0.82 T158 1.58 0.862 Utr 2.0 4.000 13.993 to 150.0 0.0 2.000 0.0 H 117 1.58 0.0022 0.0 6.000 0.013 Vel = 0.87 H117 0.0 0.862 Utr 2.0 5.000 14.006 to 150.0 0.0 2.000 0.0 H 116 1.58 0.0020 0.0 7.000 0.014 Vel = 0.87 H 116 0.0 0.862 0.0 6.000 14.020 to 150.0 0.0 0.0 0.0 H 115 1.58 0.0020 0.0 6.000 0.012 Vel = 0.87 H115 0.0 0.862 Utr 2.0 4.000 14.032 to 150.0 0.0 2.000 0.0 H114 1.58 0.0022 0.0 6.000 0.013 Vel = 0.87 H114 0.0 0.862 Utr 2.0 6.000 14.045 to 150.0 0.0 2.000 0.0 H101 1.58 0.0020 0.0 8.000 0.016 Vel = 0.87 H101 0.0 0.862 Utr 2.0 4.000 14.061 to 150.0 0.0 2.000 0.0 H102 1.58 0.0022 0.0 6.000 0.013 Vel = 0.87 H102 0.0 0.862 Utr 2.0 5.000 14.074 to 150.0 0.0 2.000 0.0 T153 1.58 0.0020 0.0 7.000 0.014 Vel = 0.87 T153 -0.64 0.862 Utr 2.0 11.000 14.088 to 150.0 0.0 2.000 0.0 H.87 0.94 0.0008 0.0 13.000 0.010 Vel = 0.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 14 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.87 0.0 0.862 Utr 2.0 13.000 14.098 to 150.0 0.0 2.000 0.0 H.86 0.94 0.0008 0.0 15.000 0.012 Vel = 0.52 H.86 0.0 0.862 Utr 2.0 12.000 14.110 to 150.0 0.0 2.000 0.0 H.76 0.94 0.0008 0.0 14.000 0.011 Vel = 0.52 H.76 0.0 0.862 Utr 2.0 5.000 14.121 to 150.0 0.0 2.000 0.0 H.69 0.94 0.0007 0.0 7.000 0.005 Vel = 0.52 H.69 0.0 0.862 Utr 2.0 5.000 14.126 to 150.0 0.0 2.000 0.0 H.62 0.94 0.0009 0.0 7.000 0.006 Vel = 0.52 H.62 0.0 0.862 Utr 2.0 5.000 14.132 to 150.0 0.0 2.000 0.0 H.40 0.94 0.0009 0.0 7.000 0.006 Vel = 0.52 H.40 0.0 0.862 Utr 2.0 12.000 14.138 to 150.0 0.0 2.000 0.0 T127 0.94 0.0007 0.0 14.000 0.010 Vel = 0.52 T127 0.38 0.862 Utr 2.0 10.000 14.148 to 150.0 0.0 2.000 0.0 H.3 1.32 0.0015 0.0 12.000 0.018 Vel = 0.73 H.3 0.0 0.862 Utr 2.0 3.000 14.166 to 150.0 0.0 2.000 0.0 H.4 1.32 0.0016 0.0 5.000 0.008 Vel = 0.73 H.4 0.0 0.862 0.0 3.000 14.174 to 150.0 0.0 0.0 0.0 H.5 1.32 0.0013 0.0 3.000 0.004 Vel = 0.73 H.5 0.0 0.862 Utr 2.0 3.000 14.178 to 150.0 0.0 2.000 0.0 H.6 1.32 0.0014 0.0 5.000 0.007 Vel = 0.73 H.6 0.0 0.862 Utr 2.0 8.000 14.185 to 150.0 0.0 2.000 0.0 T120 1.32 0.0015 0.0 10.000 0.015 Vel = 0.73 0.0 1.32 14.200 K Factor = 0.35 T160 1.00 0.862 0.0 10.000 14.027 to 150.0 0.0 0.0 0.0 T161 1.0 0.0009 0.0 10.000 0.009 Vel = 0.55 0.0 1.00 14.036 K Factor = 0.27 T139 2.98 0.862 Utr 2.0 2.000 18.390 to 150.0 0.0 2.000 0.0 H.37 2.98 0.0068 0.0 4.000 0.027 Vel = 1.64 H.37 0.0 0.862 Utr 2.0 6.000 18.417 to 150.0 0.0 2.000 0.0 T125 2.98 0.0066 0.0 8.000 0.053 Vel = 1.64 T125 -0.60 0.862 Utr 2.0 2.000 18.470 to 150.0 0.0 2.000 0.0 T124 2.38 0.0042 0.0 4.000 0.017 Vel = 1.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 15 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T124 0.60 0.862 Utr 2.0 3.000 18.487 to 150.0 0.0 2.000 0.0 H.7 2.98 0.0066 0.0 5.000 0.033 Vel = 1.64 H.7 0.0 0.862 Utr 2.0 8.000 18.520 to 150.0 0.0 2.000 0.0 T123 2.98 0.0066 0.0 10.000 0.066 Vel = 1.64 0.0 2.98 18.586 K Factor = 0.69 T153 0.64 0.862 Utb 17.0 3.000 14.088 to 150.0 0.0 14.000 0.0 H.97 0.64 0.0004 0.0 17.000 0.007 Vel = 0.35 H.97 0.0 0.862 Utr 2.0 5.000 14.095 to 150.0 0.0 2.000 0.0 H.98 0.64 0.0003 0.0 7.000 0.002 Vel = 0.35 H.98 0.0 0.862 0.0 4.000 14.097 to 150.0 0.0 0.0 0.0 H.99 0.64 0.0005 0.0 4.000 0.002 Vel = 0.35 H.99 0.0 0.862 Utr 2.0 10.000 14.099 to 150.0 0.0 2.000 0.0 H.88 0.64 0.0004 0.0 12.000 0.005 Vel = 0.35 H.88 0.0 0.862 Utr 2.0 5.000 14.104 to 150.0 0.0 2.000 0.0 H.77 0.64 0.0003 0.0 7.000 0.002 Vel = 0.35 H.77 0.0 0.862 Utr 2.0 5.000 14.106 to 150.0 0.0 2.000 0.0 H.70 0.64 0.0004 0.0 7.000 0.003 Vel = 0.35 H.70 0.0 0.862 Utr 2.0 5.000 14.109 to 150.0 0.0 2.000 0.0 H.63 0.64 0.0004 0.0 7.000 0.003 Vel = 0.35 H.63 0.0 0.862 Utr 2.0 5.000 14.112 to 150.0 0.0 2.000 0.0 H.41 0.64 0.0004 0.0 7.000 0.003 Vel = 0.35 H.41 0.0 0.862 Utr 2.0 3.000 14.115 to 150.0 0.0 2.000 0.0 T136 0.64 0.0002 0.0 5.000 0.001 Vel = 0.35 0.0 0.64 14.116 K Factor = 0.17 T125 0.60 0.862 Utb 17.0 12.000 18.470 to 150.0 Utr 2.0 16.000 0.0 H.13 0.6 0.0003 0.0 28.000 0.009 Vel = 0.33 H.13 0.0 0.862 Utb 17.0 10.000 18.479 to 150.0 0.0 14.000 0.0 T124 0.6 0.0003 0.0 24.000 0.008 Vel = 0.33 0.0 0.60 18.487 K Factor = 0.14 T128 0.38 0.862 Utb 17.0 5.000 14.141 to 150.0 Utr 2.0 16.000 0.0 H.28 0.38 0.0001 0.0 21.000 0.003 Vel = 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 16 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C.. or Ftnc's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.28 0.0 0.862 0.0 3.000 14.144 to 150.0 0.0 0.0 0.0 H.27 0.38 0.0003 0.0 3.000 0.001 Vel = 0.21 H.27 0.0 0.862 Utr 2.0 3.000 14.145 to 150.0 0.0 2.000 0.0 H.26 0.38 0.0002 0.0 5.000 0.001 Vel = 0.21 H.26 0.0 0.862 0.0 3.000 14.146 to 150.0 0.0 0.0 0.0 H.25 0.38 0.0 0.0 3.000 0.0 Vel = 0.21 H.25 0.0 0.862 Utb 17.0 1.000 14.146 to 150.0 Utr 2.0 16.000 0.0 T127 0.38 0.0001 0.0 17.003 0.002 Vel = 0.21 0.0 0.38 14.148 K Factor = 0.10 T137 1.14 0.862 Utr 2.0 2.000 14.221 to 150.0 0.0 2.000 0.0 H.36 1.14 0.0012 0.0 4.000 0.005 Vel = 0.63 H.36 0.0 0.862 Utr 2.0 4.000 14.226 to 150.0 0.0 2.000 0.0 H.16 1.14 0.0010 0.0 6.003 0.006 Vel = 0.63 H.16 0.0 0.862 Utr 2.0 4.000 14.232 to 150.0 0.0 2.000 0.0 HA 1 1.14 0.0012 0.0 6.000 0.007 Vel = 0.63 HA 1 0.0 0.862 Utr 2.0 4.000 14.239 to 150.0 0.0 2.000 0.0 H.2 1.14 0.0012 0.0 6.000 0.007 Vel = 0.63 H.2 0.0 0.862 Utb 17.0 1.000 14.246 to 150.0 Utr 2.0 16.000 0.0 T121 1.14 0.0011 0.0 17.000 0.019 Vel = 0.63 0.0 1.14 14.265 K Factor = 0.30 T152 0.21 0.862 Utb 17.0 6.000 18.565 to 150.0 0.0 14.000 0.0 H.61 0.21 0.0 0.0 20.000 0.001 Vel = 0.12 H.61 0.0 0.862 Utr 2.0 8.000 18.566 to 150.0 0.0 2.000 0.0 T140 0.21 0.0 0.0 10.000 0.0 Vel = 0.12 0.0 0.21 18.566 K Factor = 0.05 T126 2.02 0.862 Utr 2.0 11.000 14.508 to 150.0 0.0 2.000 0.0 H.24 2.02 0.0032 0.0 13.000 0.042 Vel = 1.11 H.24 0.0 0.862 Utr 2.0 6.000 14.550 to 150.0 0.0 2.000 0.0 T130 2.02 0.0032 0.0 8.000 0.026 Vel = 1.11 T130 0.0 0.862 0.0 4.000 14.576 to 150.0 0.0 0.0 0.0 H.30 2.02 0.0032 0.0 4.000 0.013 Vel = 1.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 17 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftnc's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.30 0.0 0.862 Utr 2.0 3.003 14.589 to 150.0 0.0 2.003 0.0 T131 2.02 0.0032 0.0 5.003 0.016 Vel = 1.11 T131 0.0 0.862 Utr 2.0 1.003 14.605 to 150.0 0.0 2.003 0.0 T132 2.02 0.0033 0.0 3.003 0.010 Vel = 1.11 T132 -1.08 0.862 2Utb 34.0 17.003 14.615 to 150.0 0.0 28.003 4.331 T133 0.94 0.0008 0.0 45.003 0.035 Vel = 0.52 T133 2.31 0.862 Utr 2.0 7.003 18.981 to 150.0 0.0 2.003 0.0 H.47 3.25 0.0078 0.0 9.003 0.070 Vel = 1.79 H.47 0.0 0.862 Utr 2.0 2.003 19.051 to 150.0 0.0 2.003 0.0 T145 3.25 0.0078 0.0 4.003 0.031 Vel = 1.79 T145 0.0 0.862 Utr 2.0 1.003 19.082 to 150.0 0.0 2.003 0.0 T146 3.25 0.0077 0.0 3.003 0.023 Vel = 1.79 T146 0.47 0.862 2Utb 34.0 6.003 19.105 to 150.0 0.0 28.003 0.0 T141 3.72 0.0100 0.0 34.003 0.339 Vel = 2.05 0.0 3.72 19.444 K Factor = 0.84 T134 2.31 0.862 Utr 2.0 11.000 18.852 to 150.0 0.0 2.000 0.0 H.14 2.31 0.0042 0.0 13.000 0.054 Vel = 1.27 H.14 0.0 0.862 Utr 2.0 12.000 18.906 to 150.0 0.0 2.000 0.0 H.23 2.31 0.0041 0.0 14.000 0.058 Vel = 1.27 H.23 0.0 0.862 Utr 2.0 2.000 18.964 to 150.0 0.0 2.000 0.0 T133 2.31 0.0042 0.0 4.000 0.017 Vel = 1.27 0.0 2.31 18.981 K Factor = 0.53 T132 1.08 0.862 Utr 2.0 5.000 14.615 to 150.0 0.0 2.000 0.0 H.32 1.08 0.0010 0.0 7.000 0.007 Vel = 0.59 H.32 0.0 0.862 Utr 2.0 3.000 14.622 to 150.0 0.0 2.000 0.0 H.33 1.08 0.0010 0.0 5.000 0.005 Vel = 0.59 H.33 to H.34 0.0 1.08 0.862 150.0 0.0010 0.0 0.0 0.0 3.000 0.0 3.000 14.627 0.0 0.003 Vel = 0.59 H.34 0.0 0.862 Utr 2.0 6.000 14.630 to 150.0 0.0 2.000 0.0 H.17 1.08 0.0010 0.0 8.000 0.008 Vel = 0.59 H.17 0.0 0.862 Utr 2.0 5.000 14.638 to 150.0 0.0 2.000 0.0 H.18 1.08 0.0010 0.0 7.000 0.007 Vel = 0.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 18 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *` * ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.18 0.0 0.862 Utr 2.0 6.003 14.645 to 150.0 0.0 2.003 0.0 H.19 1.08 0.0010 0.0 8.003 0.008 Vel = 0.59 H.19 0.0 0.862 0.0 6.003 14.653 to 150.0 0.0 0.0 0.0 H.20 1.08 0.0010 0.0 6.00) 0.006 Vel = 0.59 H.20 0.0 0.862 Utr 2.0 6.00) 14.659 to 150.0 0.0 2.00) 0.0 H.21 1.08 0.0010 0.0 8.00) 0.008 Vel = 0.59 H.21 0.0 0.862 Utr 2.0 6.00) 14.667 to 150.0 0.0 2.00) 0.0 H.22 1.08 0.0011 0.0 8.00) 0.009 Vel = 0.59 H.22 0.0 0.862 Utr 2.0 11.00) 14.676 to 150.0 0.0 2.00) 0.0 H.54 1.08 0.0010 0.0 13.00) 0.013 Vel = 0.59 H.54 0.0 0.862 0.0 6.00) 14.689 to 150.0 0.0 0.0 0.0 H.53 1.08 0.0010 0.0 6.00) 0.006 Vel = 0.59 H.53 0.0 0.862 Utr 2.0 6.00) 14.695 to 150.0 0.0 2.00) 0.0 H.52 1.08 0.0010 0.0 8.00) 0.008 Vel = 0.59 H.52 0.0 0.862 Utr 2.0 6.00) 14.703 to 150.0 0.0 2.00) 0.0 H.51 1.08 0.0010 0.0 8.00) 0.008 Vel = 0.59 H.51 0.0 0.862 0.0 6.00) 14.711 to 150.0 0.0 0.0 0.0 H.50 1.08 0.0010 0.0 6.00) 0.006 Vel = 0.59 H.50 0.0 0.862 Utr 2.0 5.00) 14.717 to 150.0 0.0 2.003 0.0 H.49 1.08 0.0010 0.0 7.003 0.007 Vel = 0.59 H.49 0.0 0.862 Utr 2.0 13.000 14.724 to 150.0 0.0 2.000 0.0 H.46 1.08 0.0011 0.0 15.000 0.016 Vel = 0.59 H.46 0.0 0.862 Utr 2.0 3.000 14.740 to 150.0 0.0 2.000 0.0 H.45 1.08 0.0010 0.0 5.000 0.005 Vel = 0.59 H.45 0.0 0.862 Utb 17.0 6.000 14.745 to 150.0 0.0 14.000 0.0 T143 1.08 0.0010 0.0 20.000 0.020 Vel = 0.59 0.0 1.08 14.765 K Factor = 0.28 T144 0.46 0.862 Utr 2.0 2.000 19.102 to 150.0 0.0 2.000 0.0 H.48 0.46 0.0002 0.0 4.000 0.001 Vel = 0.25 H.48 0.0 0.862 Utr 2.0 7.000 19.103 to 150.0 0.0 2.000 0.0 T148 0.46 0.0002 0.0 9.000 0.002 Vet = 0.25 T148 -0.09 0.862 Utr 2.0 1.000 19.105 to 150.0 0.0 2.000 0.0 T147 0.37 0.0 0.0 3.000 0.0 Vel = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 19 KEMPER RESIDENCE - One Head Calculation (H108) Date 4/5/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. ..C., or Ftng's Pe Pv *" *"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T147 0.09 0.862 0.0 1.00D 19.105 to 150.0 0.0 0.0 0.0 T146 0.46 0.0 0.0 1.000 0.0 Vel = 0.25 0.0 0.46 19.105 K Factor = 0.11 T148 0.09 0.862 Utb 17.0 6.00D 19.105 to 150.0 0.0 14.00D 0.0 H.67 0.09 0.0 0.0 20.000 0.0 Vel = 0.05 H.67 0.0 0.862 Utb 17.0 7.000 19.105 to 150.0 Utr 2.0 16.000 0.0 T147 0.09 0.0 0.0 23.000 0.0 Vel = 0.05 0.0 0.09 19.105 K Factor = 0.02 T151 1.25 0.862 Utr 2.0 9.000 24.203 to 150.0 0.0 2.000 0.0 H.74 1.25 0.0014 0.0 11.000 0.015 Vel = 0.69 H.74 0.0 0.862 Utr 2.0 8.00D 24.218 to 150.0 0.0 2.000 0.0 H.83 1.25 0.0013 0.0 10.003 0.013 Vel = 0.69 H.83 0.0 0.862 0.0 12.000 24.231 to 150.0 0.0 0.0 0.0 H.75 1.25 0.0013 0.0 12.003 0.016 Vel = 0.69 H.75 0.0 0.862 Utr 2.0 5.003 24.247 to 150.0 0.0 2.000 0.0 H.68 1.25 0.0013 0.0 7.003 0.009 Vel = 0.69 H.68 0.0 0.862 Utr 2.0 5.00D 24.256 to 150.0 0.0 2.000 0.0 H.55 1.25 0.0014 0.0 7.003 0.010 Vel = 0.69 H.55 0.0 0.862 Utr 2.0 23.00D 24.266 to 150.0 0.0 2.000 0.0 T129 1.25 0.0013 0.0 25.000 0.033 Vel = 0.69 T129 0.0 0.862 Utr 2.0 2.000 24.299 to 150.0 0.0 2.000 0.0 H.31 1.25 0.0012 0.0 4.000 0.005 Vel = 0.69 H.31 0.0 0.862 Utb 17.0 9.000 24.304 to 150.0 0.0 14.000 0.0 T150 1.25 0.0013 0.0 23.000 0.031 Vel = 0.69 0.0 1.25 24.335 K Factor = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Specifically Listed for use in Multipurpose Systems that serve both do � t c Watcr and fire Prot`ti Sprinkler Typ i�ti Residential Flat C ce0al d Sprinkler listed for a minimum design density of .05 gpm/ft2 with "potable water". • Model RFC30 LL • Model RFC43 LL • Model RFC49 LL Features 1. National Sanitation Foundation (NSF) Cer- tified to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content). 2. Very low water flow requirements. 3. Cover plate attachment (Plain or Perforated) with 1/2" (13mm) total adjustment 4. Thread-on/off or Push-on/off cover attach- ment option. 5. Smooth Aesthetic ceiling profile. 6. Available in white, brass, chrome and black plated or custom painted finishes. Patent Pending Listing & Approvals 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) 2. NSF Cerified to NSF/ANSI Standard 61 Annex G Product Description Model RFC30 LL, RFC43 LL and RFC49 LL Concealed Residential Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers dif- fer from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30 LL, RFC43 LL and RFC49 LL sprinklers discharge water in a hemi- spherical pattern below the sprinkler deflector. Residen- tial distribution patterns are higher and generally contain Bulletin 032 Rev. C Model RFC30 LL (SIN RA3211) Model RFC43 LL (SIN RA3212) Model RFC49 LL (SIN RA3216) Residential Flat Concealed Sprinklers Plain Cover Plate Perforated Cover Plate a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pat- tern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occu- pants. The RFC30 LL, RFC43 LL and RFC49 LL Sprinklers provide the best form of fire protection by combining an at- tractive appearance and (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC30 LL, RFC43 LL and RFC49 LL are UL Listed and NSF Certified Residen- tial Sprinklers to be installed in the residential "potable" water applications of any occupancy in accordance with NFPA 13, 13R, & 13D and meets all applicable low lead standards, .25% or less. The cover plate adjustability of the RFC30 LL, RFC43 LL and RFC49 LL can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 9 Application and Installation For use in fire sprinkler systems that also supply potable water to a plumbing fixture or fixtures. The RFC30 LL, RFC43 LL and RFC49 LL, for residential instalea7 tions, use a 165°F (74°C) fusible solder link in a tuning fork style sprin- kler frame with a drep-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature clas- sification solder. When the ceiling temperature rises, the solder hold- ing the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop -down deflector is property located below the ceiling. The residential distribution pattern contains a finer droplet see than a standard sprinkler, and the pattern produces significantly higherwall wetting. Aftera 25/e' inch diameter dole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. Installation Data: When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprin- kler frame. The wrench must bottom out against the cup in order to insure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PARTOF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30 LL, RFC43LLAND RFC49 LL CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Note; A leak tight 1W NPT (111M) sprinkler joint can be obtained with a torque of 8-18 ft Ibs (10,8 - 24,4 Nm). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or im- pairment of the sprinklers. Cover assemblies provide up to'/2' (13mm) of adjustment Turn the cover clockwise until the flange is in contact with the ceiling. For the push-oMhread-off option, the cover assembly is pushed onto the cup and final adjustment is made by turning the cover clocl n\Mse un- til the skirt flange makes full contact with the riling. Cover removal Model (SIN) Thread Size Inch (mm) Nominal Orifice Inch mm Sprinkler Temp ating CCP Assembly Temp. Rating Max. Ambient Tem • K Factor Max. Pressure bar OF °C OF °C OF °Cpsi RFC 30 LL (RA3211) 1/2" 15 211, 8,2 165 74 135 57 100 38 3.0 43.2 175 12 RFC 43 LL (RA3212) 1/2" 15 3/e (10) 165 74 135 57 100 38 4.3(62) 175 12 RFC 49 LL (RA3216) 1/2" (15) 1 7/16 (11) 165 74 135 57 100 38 1 4.9 70.6 175 (12 Note: 1 bar = 100 Kpa RFC 30 LL Max. Coverage Max. Spacing Ordinary Temp. Rating 165°Fl74°C Top of Deflector Installation Minimum area i Ft (m) to Ceiling Type Spacing Flow Pressure Ft x Ft (m x m) i GPM Umin PSI bar Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12 (3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings 1/2 to 1(13 to 25.4) Eeamed Ceilings per NFPA 131), 13R or Concealed 8(2,4) 14 x 14 (4,3 x 4,3) 14 (4,3) 10 (37,8) 11.0 (0,76) 13 installed in beams 1/2 to 1 (13to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D RFC 43 LL Max. Coverage area Ft x Ft (m x m) Max. Spacing I Ft (m) Ordinary Temp. Rating 165'F/74°C Top of Deflector to Ceiling Inch (mm) Installation Type Minimum Spacing Ft (m) Flow GPM Umin Pressure PSI bar 12 x 12 3,6 x 3,6 12(3,6) 12 4,5 7.8 0,54 Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams Y2 to 1(13 to 25.4) Concealed 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) 18 x 18 (5,5 x 5,5) 18(5.5) 18 (68) 17.5 (1,21) 20 x 20 (6,1 x 6,1) 20(6,1) 21 (79) 23.8 (1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 LL Max. Coverage j area I Max. Spacing(165*Fr14o Ft x Ft (m x m) Ft (m) Ordinary Temp. Rating C Top of Deflector to Ceiling Inch (mm) Installation Type Minimum Spacing Ft (m) Flow GPM (Umin) Pressure PSI bar 12 x 12 (3,6 x 3,6) 1 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 112 to 1(13 to 25.4) Concealed 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 18 x 18 5,5 x 5,5 18(5,5) 17 64,3 12.0 0,83 20 x 20 (6,1 x 6,1) I 20(6,1) 20 (75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 13D 2. requires turning in the counter -clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. aspect all spdnlders after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impe& ment Maintenance Model RFC30 LL, RFC43 LL and RFC49 LL Concealed Sprinklers should be inspected quarterly and the sprin- kler system maintained in accordance with NFPA25: Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Model RFC30 LL, RFC43 LL and RFC49 LL Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed and NSF-61 Annex G certified low flow residential concealed sprinklers with drop - down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Thermal element shall consist of an approved black - painted beryllium -nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon -coated Belleville spring washer and machined brass cap water seal assem- bly containing no plastic parts. Sprinkler K-factors shall be a nominal 3.0 (43.2), 4.3 (62) and 4.9 (70.6), having a 9/8" and 7/16" orifice respectively. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 1350F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allow- ing a 112" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop -down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory in- stalled inside the sprinkler cup to protect the drop -down sprinkler deflector from damage, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty — specify]. Resi- dential concealed sprinklers shall be Reliable Model RFC30 LL, SIN RA3211 (Bulletin 032), RFC43 LL, SIN RA3212 (Bul- letin 032) or Model RFC49 LL, SIN RA3216 (Bulletin 032). Ordering Information Cover Plate Finishest'f Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On Feature I' x 112" REDUCING TEE OR ELBOW (- Z" [66.55mm] 2pg' [58.42mm] DIA HOLE IN CEILING CUP 2" [50.8mml MAX. FACE OF FRANC TO FACE OF CEILING DIMENSION CEILING (12.7Cmm] MAY. I I -- COVER AD✓USTYEN,- (4.96mm] cc P COVER PLATE ' 73' [84.21 mm] DIA. ASSEMBLY SPRINKLER °0bfC0�� COVER PLATE 1 /2 " (12.7mm] ADJUSTMENT (1) Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi -gloss, unless specified otherwise. (1) For the perforated style cover - plate, consult factory for avail- ability on these and other cus- tom finishes. 3. Uponor AquaPEX° White Submittal Information Revision C Oct 7, 2009 ..,»...,.�.�..r,w+„.....y: ^� ••-e��.--. m- .•.,.,..-..,..+..per, a�-----.....+-rk-...T�r�-^'w-^,ar..r.«r,-�fi1�r�+p�4h-+-rn-.,, Job Name: Location: Part No. Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: Material: Crossiinked polyethylene PEX-a Engel Method; PEX 5006 Standard Grade Hydrostatic 200OF (93°C) at 80 psi Ratings (PPI): 'HOOF (82°C) at 100 psi 73.4°F (23°C) at 160 psi 1/2", 3/4", and 1" AquaPEX® White only: 120OF (49°C) at 130 psi Linear Expansion Rate: 1.10"/10°F (12°C)/100' Uponor AquaPEX White is tubing used for hot and cold domestic potable water distribution, residential fire safety and radiant heating systems containing no ferrous corrodible components or where ferrous components are isolated from the tubing. 1/4" Uponor AquaPEX White, 100-ft. coil F1040250 0.241" 0.375" 4.0 lbs. 3/8" Uponor AquaPEX White, 400-ft. coil F1090375 0.350" 0.500" 20.0 lbs. 3/a" Uponor AquaPEX White, 1,000-ft. coil F1120375 0.350" 0.500" 44.0 lbs. '/i' Uponor AquaPEX White, 100-ft. coil* F1040500 0.475" 0.625" 6.0 lbs. 1/2" Uponor AquaPEX White, 300-ft. coil* F1060500 0.475" 0.625" 18.0 lbs. 1/2" Uponor AquaPEX White, 1,000-ft. coil* F1120500 0.475" 0.625" 54.0 lbs. s/s" Uponor AquaPEX White, 300-ft. coil F1060625 0.574" 0.750" 28.0 lbs. 5/s" Uponor AquaPEX White, 1000-ft. coil F1120625 0.574" 0.750" 86.0 lbs. 3/4" Uponor AquaPEX White, 100-ft. coil* F1040750 0.671" 0.875" 10.0 lbs. 3/4" Uponor AquaPEX White, 300-ft. coil* F1060750 0.671" 0.875" 34.0 lbs. 3/4" Uponor AquaPEX White, 500-ft. coil* F1100750 0.671" 0.875" 54.0 lbs. 1" Uponor AquaPEX White, 100-ft. coil* F1041000 0.862" 1.125" 20.0 lbs. 1" Uponor AquaPEX White, 300-ft. coil* F1061000 0.862" 1.125" 56.0 lbs. 1" Uponor AquaPEX White, 500-ft. coil* F1101000 0.862" 1.125" 93.0 lbs. 1'/4" Uponor AquaPEX White, 100-ft. coil F1061250 1.054" 1.375" 34.0 lbs. 1y4" Uponor AquaPEX White, 300-ft. coil F1021250 1.054" 1.375" 106.0 lbs. 11/2" Uponor AquaPEX White, 100-ft. coil F1061500 1.244" 1.625" 44.0 lbs. lye" Uponor AquaPEX White, 300-ft. coil F1021500 1.244" 1.625" 133.0 lbs. 2" Uponor AquaPEX White, 100-ft. coil F1062000 1.629" 2.125" 68.2 lbs. 2" Uponor AquaPEX White, 200-ft. coil F1052000 1.629" 2.125" 136.4 lbs. 2" Uponor AquaPEX White, 300-ft. coil F1022000 1.629" 2.125" 204.6 lbs. 3" Uponor AquaPEX White, 100-ft. coil F1063000 2.400" 3.125" 128.0 lbs. 3" Uponor AquaPEX White, 350-ft. coil F1023000 2.400" 3.125" 442.0 Ibs. .: .. sastallatToi m 77=77,71- � Approved fittings are ProPEXO fittings' for sizes 3/8" through 2" AquaPEX. Use WIPEXTM fittings for 3" AquaPEX. Refer to the AquaPEX Professional Plumbing Installation Handbook, AquaSAFETM Fire Safety Installation Guide or the Uponor Radiant Installation Handbook for details. Sandarcis �. Lisfi Cotles ngs CSA B137.5; ASTM F876; ASTM IPC; UPC; *1/2", 3/4", 1" UL 1821; *ULC/ORD - C 199 P; IAPMO; CSA; HUD, WARNOCK HERSEY; NSF; F877; ASTM F1960; ASTM-E84; NSPC; NPC ITS; UL; ICC; ANSI/NSF 14- and 61-certified; CAN/ULC 5102.2; U.S.: 3/4" diameter and ASTM-E119/UL 263 of Canada smaller; Canada: 1" diameter and smaller _.. RetatedApplications� Contact Information PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd. AquaSAFE Fire Safety Systems 5925 1481h Street West 2000 Argentia Rd., Plaza 1, Ste. 200 Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Phone: (800) 321-4739 Phone: (888) 994-7726 Fax: (952) 891-2008 Fax: (800) 638-9517 www.uponor-usa.com www.uponor.ca 1ProPEX® is a registered trademark of Uponor, Inc. ProPEX- is a trademark of Uponor Ltd. ProPEX° Rin 9 uponor Submittal Information Revision A March 17, 2009 Twig '7777 at^ tea; �"" ..""�s'."'.^'..-x' "rt'„�"3 ; ; '�'-•T•--�^--�N""�,.m.-..r.- ,Y,.,-;. �7n€orrnationtµ� Job Name: Location: Part No. Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: Material: Density: Degree of Crosslinking: PEX-a (Engel Method) 926 to 940 kg/m3 70% to 89% Manufactured from PEX-a material, Uponor ProPEX® Rings are required to make a proper ProPEX connection.' Red print on the rings indicates hot lines. The'/2" and 3/4" ProPEX rings with stop includes a leading edge chamfer and stop edge. c d .,""'i L tit er [74'SCYljatlOn �,N.z. ProPEX Ring, 3/a" Q4690302 0.54" 0.49" 0.74" 0.005 lbs. ProPEX Ring with Stop, 1/2" (red print) Q4690511 0.63" 0.63" 0.87" 0.006 lbs. ProPEX Ring with Stop, '/z" Q4690512 0.63" 0.63" 0.87" 0.006 lbs. ProPEX Ring, 5/a" Q4680625 0.79" 0.75" 1.00" 0.008 lbs. ProPEX Ring with Stop, 3/4" Q4690756 0.87" 0.88" 1.13" 0.012 lbs. ProPEX Ring, 1" Q4681000 1.10" 1.13" 1.42" 0.020 lbs. ProPEX Ring, 11/4" Q4681250 1.35" 1.38" 1.66" 0.030 lbs. ProPEX Ring, 11/2" Q4681500 1.61" 1.63" 1.91" 0.040 lbs. ProPEX Ring,2" Q4682000 1.97" 2.14" 2.61" 0.133lbs. ::" �_,�:1::......d.•........, � <....z.�...._.........-may.. �� .� �'�,:.��;.,.,�.�.iw^;�sac�.a...�.:.....�wl..�t� . r ns a�...c:�5:i.�., .: . ,,, �o x�, , Square cut the Uponor ProPEX tubing. Remove excess material. Slide the ProPEX Ring over the end of the tubing (maximum'/,9' over -hang). When using the 1/2" ProPEX Ring with stop edge, slide the ring on (i.e., chamfered edge first) until the end of the tubing contacts the stop edge. Expand tubing and ring. Rotate tool a quarter turn after each expansion to prevent the formation of grooves. Remove the expansion tool and fully seat the tubing and ring against the shoulder of the fitting. You should make ProPEX connections at temperatures above 50F /-15°C. For more information, refer to the AquaPEX© Professional Plumbing Installation Handbook, AQUASAFEO Fire Safety Installation Guide or the Uponor Radiant Installation Handbook. ASTM F1960 m ZZ y. Win..-.-......:�a....c. ..wL' �. .... �7...a..._.. _ .._..-may. �...�..._...�_............. _.. ._ ..._..tr._.-. a....... .....�........�.... a#...r,cu..ru-r'..i.f��...u,.�-.+.,..--r.........�r:�r+.rv++w- Yu ...-..._.:...�..��. �_� IPC; UPC; NSPC; NPC of Canada UL 1821 (1/2", 3/4" and 1"); ULC/ORD - C 199 P (1/2", 3/4" and 1"); HUD MR 1269; ICC ESR 1099; ANSI/NSF 14- and 61-certified -_ 5i r Relater' Applications- Contaot Irsforfil PEX-a Plumbing Systems _ _ Uponor, Inc. Uponor Ltd. Radiant Heating and Cooling Systems 5925 148n' Street West 2000 Argentia Rd., Plaza 1, Ste. 200 AQUASAFE Fire Safety Systems Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Phone: (800) 321-4739 Phone: (888) 994-7726 Fax: (952) 891-2008 Fax: (800) 638-9517 www.uponor-usa.com www.uponor.ca 'ProPEX° is a registered trademark of Uponor, Inc. ProPEX- is a trademark of Uponor Ltd. ProPEX° Engineered Polymer (EP) Tee Submittal Information Revision D: June 8, 2012 9 Job Name: Location: Part No. Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: ��-- 7echnicat Data $ ' _ }'?,. Material: UDELO Polysulfone, 20% Glass -reinforced ('h" to 1") Acudel° Modified Polyphenylsulfone (1'/4" to 11/z") Radel° Polyphenylsulfone (2") Maximum Temperature (no pressure): 320°F (160°C) Maximum Working Temperature/Pressure: 210OF (99°C) at 150 psi (1,034 kPa) 717 IT Product`Informatron'apd Application Use ' The ProPEe Engineered Polymer (EP) Tee makes diverting connections for Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic potable water systems, residential fire sprinkler systems and hydronic radiant heating and cooling systems. Each end of the tee is manufactured with an Uponor ProPEX fitting for connections to Uponor AquaPEX® or Wirsbo hePEX'" tubing.' Note: Branch size is listed last in the part descriptions. ;Descra'ption��PairtNttr�#�zr��4Neigh%F �� - - a ..� �. ._.� ❑ ProPEX EP Tee, Y2" PEX x '/z" PEX x 1/2" PEX Q4755050 2.50" 1.53" 0.02 lbs. ❑ ProPEX EP Tee, 3A" PEX x 3/4" PEX x 3/4" PEX Q4757575 3.30" 1.94" 0.05 lbs. ❑ ProPEX EP Tee, 1" PEX x 1" PEX x 1" PEX Q4751010 4.10" 2.47" 0.07 lbs. ❑ ProPEX EP Tee, 1.1/4" PEX x 1'/4" PEX x 11/4" PEX Q4751313 4.80" 3.22" 0.15 lbs. ❑ ProPEX EP Tee, 11/2" PEX x 11/2" PEX x 11/2" PEX Q4751515 5.80" 3.82" 0.25 lbs. ❑ ProPEX EP Tee, 2" PEX x 2" PEX x 2" PEX Q4752000 7.45" 4.79" 0.38 lbs. -Installation �., _ v� �' _ _ Use the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEX° Professional Plumbing Installation Guide, AquaSAFE'" Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional information. 7777 ._7 P CAN/CSA 8137.5; ASTM F877; ASTM F1960 - _ -7771 M IPC; UPC; NSPC; NPC of Canada L�sfings. 777 �-�r,.-'a IAPMO 3558; ANSI/NISF 14- and 61-certified; HUD MR 1269; ICC ESR 1099; UL 1821; ULC/ORD-C199P -,- _—. n ---3- =-7 Related'Applicattons Gonta'sctlntorafion . «...y.........--v.+..a...i.s.�� .. ....gin..-.:.. �. ...... «.:�........_. ,..,��w _._ _.�t',_�_. �....�:..�.r_--..� -' ..�cv.-.._..... .u.:.-.t i . -.... max. ,V.�.... ...s.�...� ..�..�.._...a-..._.w...uuG:v:...,-...........,.........�........J PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd. Hydronic Radiant Heating and Cooling Systems 5925 148a' Street West 2000 Argentia Road, Plaza 1, Suite 200 Snow Melting Systerns Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Turf Conditioning Systems Phone: (800) 321-4739 Phone: (888) 994-7726 Permafrost Prevention Systems Fax: (952) 891-2008 Fax: (800) 638-9517 AquaSAFE Fire Safety Systems www.uponorpro.com www.uponorpro.com 1ProPEXO is a registered trademark of Uponor, Inc. ProPEX`" is a trademark of Uponor Ltd. ProPEX° Engineered Polymer (EP) Reducing Tee uponof Submittal Information Revision E June 8, 2012 s. . t r Plroject,Information Job Name: Location: Part No. Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: Material: UDEL° Polysulfone, 20% Glass -reinforced (1/2 to 1") Acudel® Modified Polyphenylsulfone (11/4" to 111e) Radel® R Polyp henylsulfone (2") Maximum Temperature (no pressure): 320°F (160°C) Max Working Temperature/Pressure 210OF (99°C) at 150 psi (1,034 kPa) I Producttformatrona�nd A�llcation, Lise _ The ProPEX® Engineered Polymer (EP) Reducing Tee makes diverting connections for Uponor J� crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic potable water systems, residential fire sprinkler systems and hydronic radiant heating and cooling systems. Each end of the tee is manufactured with an Uponor ProPEX fitting for connections to Uponor AquaPEX° or Wirsbo hePEXTM tubing.' Note: Branch size is listed last in the part descriptions. ✓Desicript�on "} W svf 3 Parttu;erergtll�Hi .-.�. ❑ ProPEX EP Reducing Tee, 1/2' PEX x 1/2" PEX x 3/4" PEX Q4755575 2.86" 1.76" 0.03 lbs. ❑ ProPEX EP Reducing Tee, 3/4" PEX x 1/2" PEX x 1/2" PEX Q4757555 3.10" 1.70" 0.04 lbs. ❑ ProPEX EP Reducing Tee, 3/4" PEX x 1/2" PEX x 3/4" PEX Q4757557 3.10" 1.94" 0.04 lbs. ❑ ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 5/s" PEX Q4757563 3.30" 1.85" 0.05 lbs. ❑ ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 1/2' PEX Q4757550 3.30" 1.70" 0.04 lbs. ❑ ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 1" PEX Q4757710 3.64" 2.32" 0.08 lbs. ❑ ProPEX EP Reducing Tee, 1" PEX x 3/4" PEX x 3/4" PEX Q4751775 3.90" 2.24" 0.08 lbs. ❑ ProPEX EP Reducing Tee, 1" PEX x 3/4" PEX x 1" PEX Q4751751 3.90" 2.47" 0.08 lbs. ❑ ProPEX EP Reducing Tee, 1" PEX x 1" PEX x 1/2" PEX Q4751150 4.10" 2.00" 0.08 lbs. ❑ ProPEX EP Reducing Tee, 1" PEX x 1" PEX x 3/4" PEX Q4751175 4.10" 2.24" 0.09 lbs. ❑ ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 3/4" PEX Q4751317 4.60" 2.73" 0.11 lbs. ❑ ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 1" PEX Q4751311 4.60" 2.97" 0.12 lbs. ❑ ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x 3/4" PEX Q4751337 4.80" 2.73" 0.13 lbs. ❑ ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x 1" PEX Q4751331 4.80" 2.97" 0.14 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 3/4" PEX Q4751517 5.25" 3.06" 0.17 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 1" PEX Q4751511 5.25" 3.30" 0.18 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 3/4" PEX Q4751537 5.50" 2.65" 0.18 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 1" PEX Q4751531 5.50" 2.85" 0.19 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 11/4" PEX Q4751533 5.50" 3.15" 0.21 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 3/4" PEX Q4751557 5.801, 3.06" 0.20 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 1" PEX Q4751551 5.75" 3.30" 0.21 lbs. ❑ ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 11/4" PEX Q4751553 5.80" 3.56" 0.22 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 3/4" PEX Q4752575 6.62" 3.30" 0.30 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 1" PEX Q4752051 6.50" 3.40" 0.30 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 11/4" PEX Q4752053 6.62" 3.80" 0.34 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 11/i' PEX x 11/2" PEX Q4752055 6.62" 4.10" 0.35 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 1/4" PEX Q4752275 6.93" 3.30" 0.34 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 1" PEX Q4752210 6.93" 3.40" 0.36 lbs. ❑ ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 11/4" PEX Q4752213 6.62" 3.80" 0.37 lbs. ProPEX EP Reducing Tee, 2' PEX x 2 PEX x 11/2" PEX Q4752215 7 13 4.10" 0.44 lbs. InSiallat�on Use the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEX® Professional Plumbing Installation Guide, AquaSAFE'" Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional information - - " .....-�,- 7 �- ._ -- T - �r Standards,: _ ' s; ;Cndes ,. Lrj-tj CAN/CSA B337.5; ASTr1 F877; IPC• UPC NSPC NPC of Canada NSF U P CODE ANSI/NSF 14 and 61 certified, HUD MR 1269; ASTM F1960 ICC ESR 1099; UL 1821 and ULC/ORD C199P ex� ce-pt Q4757563) Related Applications . Contact Informaati tions w � �._ .� .. i._ PEX-a Plumbing Systen;s Uponor, Inc. Uponor Ltd. Hydronic Radiant Heating and Cooling Systems 5925 1481h Street West 2000 Argentia Rd., Plaza 1, Ste. 200 Snow and Ice Melting Systems Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Turf Conditioning Systems Phone: (800) 321-4739 Phone: (888) 994-7726 Permafrost Protection Systems Fax: (952) 891-2008 Fax: (800) 638-9517 AquaSAFE Fire Safety Systems www.uponorpro.com www.uponorpro.com 1ProPEX° is a registered trademark of Uponor, Inc. ProPEX is a trademark of Uponor Ltd. ProPEX° Engineered Polymer (EP) Elbow Submittal Information Revision D June 8, 2012 th�i � 4 Job Name: Location: Part No. Ordered: Engineer: Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: R � Techn>catData 'r �rN0}``, Material: UDEL Polysulfone, 20%Glass-reinforced (1/2 to 1") Acudel® Modified Polyphenylsulfone (11/4" b 11h") RadeP R Polyphenylsulfone (2") Maximum Temperature (no pressure): 320°F(160°C) Maximum Working Temperature/Pressure: 210°F (991C) at 150 psi (1,034 kPa) Prodorma The ProPEXo Engineered Polymer (EP) Elbow makes 90-degree connections for Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic potable water systems, residential fire safety and hydronic radiant heating and cooling systems. Each end of the elbow is manufactured with an Uponor ProPEX fitting for connections to Uponor AquaPEXO or Wirsbo hePEXT" tubing.' 71'1�',"1,77"'7z"7T"y77._'"- i� -� i it Y Part d1P,a•b`,l. Y }K3 }i� ...y2G41abYi 4 s4 '±JQJ'v:S '..I^,.i?3. 'at2, Y.".Uuf 3Sm.j:i d s yr� r� tOn y 3fA.:t'Sr [?4' S.._.. �✓7Y_�'2v Cr*�r ra Ys.,Y r.'jar ', �+;+' `U,,'Fy- ^4�f{N�"i.x.' 1, e44tc°. ;w}un1t , ❑ ProPEX EP Elbow, 1/z" PEX x 1/2" PEX Q4760500 1.30" 1.30" 0.02 lbs. ❑ ProPEX EP Elbow, 3/4" PEX x 3/4" PEX Q4760750 1.60" 1.60" 0.03 lbs. ❑ ProPEX EP Elbow, 1" PEX x 1" PEX Q4761000 2.10" 2.10" 0.07 lbs. 0 ProPE)( EP Elbow, 11/4" PEX x 11/4" PEX Q4761250 2.45" 2.45" 0.11 lbs. ❑ ProPEX EP Elbow, 11/2" PEX x 11/2" PEX Q4761500 2.77" 2.77" 0.18 lbs. 0 ProPEX EP Elbow, 2 PEX x 2 PEX 76 Z00R� 3 7 7 0 3�7-71-77 ..Q4 ism s } �� �> f . �.-.......-...�..�_.�, Use the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEX® Professional Plumbing Installation Guide, AquaSAFETM Racirlantial Fire Snrirkler rnstallatinn Guide or Uponor Radiant Installation Handbook for additional information. PEX-a Plumbing Systems Hydronic Radiant Heating and Cooling Systems Snow Melting Systems Turf Conditioning Systems Permafrost Preventic;n Systems AquaSAFE Fire Safety Systems Uponor, Inc. Uponor Ltd. 5925 148t' Street West 2000 Argentia Road, Plaza 1, Suite 200 Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Phone:(800) 321-4739 Phone: (888) 994-7726 Fax:(952) 891-2008 Fax:(800) 638-9517 www.uponorpro.com www.uponorpro.com 1ProPEX° is a rf• .istered trademark of Uponor, Inc. ProPEX`" is a trademark of Uponor Ltd. uponof ProPEX5 Fire Sprinkler Adapter Submittal Information Revision B March 17, 2009 i Pi o�ect;Ino�mation , Job Name: Location: Part No. Ordered: Engineer' Date Submitted: Contractor: Submitted By: Manufacturer's Representative: Approved By: ttr TerilCal`bata 7, } x 112 Material: 300 Series Stainless Steel # Product Inf i-matic Use the ProPEX° Fire Sprinkler Adapter in conjunction with the appropriate sprinkler to provide a multi -purpose residential fire sprinkler system'. For residential applications, the system is installed with the cold -potable portion of the Uponor plumbing system. Make connections with Uponor ProPEX fittings. These fittings are designed for use only with 3/4" or 1" AquaPEX® White tubing in the Uponor AQUASAFE° Looped System. ,3..; x i. x x +�Kca3pp%^i PGa'4Y x ��ti"YA� 74, Y4;i,. \'i4'i,(Y�i}s}t )G; i'� 4 �' Y xh"i S4 F} P t a t?'�.+.a.,;i",r i jyj3N 4 -iyiS+J}T.+• •iix DY t Description t Y 'l _....,. .,a,�.,,,,,. ..�..,a{, ,.;;, t,.:... .�,..... ,__,.............s4aw......_......_,..,:.....rv....�.�...,...r_.__...3.t W., ...�...�„�..3::.�r. .�.....,..».s,r.» ❑ ProPEX Fire Sprinkler Adapter, 3/4" PEX x 1/2" FNPT Q7517550 0.75" 1.88" 2.50" 1.82" 1.41" 0.268 lbs. ProPEX Fire Sprinkler Adapter, 1" PEX x 1/2" FNPT Q7511050 0.75" 1.88" 2.50" 2.06" 1.54" 0.408 lbs. _ Installa_tio_n_ 777�— Use appropriate I'roPFX Ring for connecting the tubing. Refer to the AquaPEX Installation Handbook or the Uponor AQUASAFE° Installation Guide for additional information. -- , „ t Stan ar s t 7;7777 , CAN/CSA B137.5; ASI M F877; ASTM F 1960 _,,,....,.-- cods - IPC; UPC; NSPC; IRC; IMC; NPC of Canada 77=7 '77 Listings ANSI/NSF 14- and 61 -certified; U.P. Code; ICC ESR 1099; HUD MR 1269; UL 1821; ULC/ORD - C 199 P „ Related Applications Contact In#armatrors ,- PEX-a Plumbing Systcrns Uponor, Inc. Uponor Ltd. AQUASAFE Fire S:ifet;,, Systems 5925 148u' Street West 2000 Argentia Rd., Plaza 1, Ste. 200 Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA Phone: (800) 321-4739 Phone: (888) 994-7726 Fax: (952) 891-2008 Fax:(800) 638-9517 www.uponor-usa.com www.uponor.ca 'ProPEXC' is a registered trademark of Uponor, Inc. ProPEX'" is a trademark of Uponor Ltd. The Design Criteria for Sloped & Sloped Beamed Ceilings in NFPA 13D One and Two gamily Dwellings & Manufactured actured Homes Has Changed. LR L �Z' L L? A �B C RNatpM.1 LISTED f-REA OF ::OVERAGE CORRESPONDS ; O CEILING SL( L-THEMAXMUMIISTED SPRINKLER SPACING LENG? H (1 f- -Y MMMUM 1g4 MSNIMUM, - L12 - ONE HALF Th,` l,W!JU m LISTED SPRINKLER sPv-. iNG (5 =(r htkwj Q (4'-TMINIMUL. W -THE MAMUI.u-ISTED'PRINKLER SPACW(X%%90T:- OU-:1 . A -3'-0T MAXI UTA. B-RANIMV17 ('•.a*)<B aA,•ti (33.71 C a r.U' MINIMUM B D ft"Olm.] aa-J ,4 Tentative Interim Amendment (TIA o.1028R) to NFPA 13D for 2010 has been sued by the NFPA Standards Council. asting supported by The Fire Protection ,esearch Foundation indicates that ;sidential sprinklers listed for applications lith smooth, flat ceilings can meet the stated urpose in (NFPA 13D standards when istalled on a sloped or sloped and beamed eiling. s t Sloped and Sloped/Beamed Ceilings, under pertain conditions, can now be protected with U•f•CYWLW !,,,residential sprinklers based upon a maximum Ftwo (2) sprinkler demand that has the same flow rate as the sprinklers smooth, flat ceiling The TIA No.1028R revises NFPA 13D - 2010 edition sections 8.1.2, 8.1.3, A.8.,1.2, and A.8.1.3. Please read and adhere to these sections for the complete new design criteria. A brief recap: The sprinklers in the design area shall be all of the sprinklers in a compartment, up to a maximum of two, which require the greatest demand for: e Smooth, flat ceilings to a maximum 24 feet in height. r' o Smcoth, ceilings (with no beams) sloped up to 8/12 and a maximum'ceiling height of 24' above the floor. o A ceiling with beams up to 14" deep sloped up to 8/12 and a maximum eili , g._% height of 24' above the floor. Pendent sprinklers shall be installed under th"eams and the compartment cannot exceed 600 square feet. a A ceiling with beams of any depth sloped up to 8/12 and a maximum ceiling height of 24' above the floor. Sidewall or pendent sprinklers shall be installed in each pocket formed by the beams and the compartment cannot exceed 600 square feet. A)[*,Rettable resi =prsire,as `list This TIA is Ior 3D applications only. Changes to 13R will be in the 2013 Edition. Our special 10' x 10' spacing lising5 for sloped ceilings are still advantageous for 13R installations. (See Table 9, Bulletin 035). For any qu>>sti� )ns, please contact Technical Services at 1-800-55-RASCO. The Retiahle Automatic Sprinkler Co., Inc. - Manufacturer & Distributor of Rre Protection Equipment www.reliablesprinklercom - 1.800A31.1588 1. The Model F3QR sprinkler utilizes Belleville Spring Closure Technology. Reliable is the first in the industry to produce a Quick Response Dry Concealed sprinkler utilizing this technology. 2. Styles available • Pendent • Recessed Pendent • Concealed • Horizontal Sidewall • Recessed Horizontal Sidewall 3. 1'/Y ('33mm) escutcheon adjustment on pendent sprinkler. 4. '/F (B rim) escutcheon adjustment on recessed sprinkrer with push -on/ thread -off FP Model Escutcheon ring. 5. %, (9.: mm) cover plate adjustment on concealed sprinklerwiih push-on/thread-off CCP Cover Plate. 6. Attractive appearance. Employs 3mm frangible glass Oulb and galvanized nipple. 7. Lengt is available to accommodate installation dimes isions from 2" -to - 48" (51 mm -to-1219mm), in'/4' (3mrn) increments. 8. Availa .de in a variety of plated and painted finishes. U.S. Patent Numbers 5,775,431 and 5,967,240. Approvals 1. Listed b� Unuerwriters Laboratories Inc. and UL Certi.;ed for Canada (cULus) Style Response Sprinkler System T e Hazard Pendent Recessed F: ; iden? CCP Conce' d Quick Wet Pipe Dry Pipe All PreactionOrdinary Light SR ::wall recessed F! :^zon'a! Sidewall 2. Certifier; by FM Approvals Styli: Response Sprinkler System Type Hazard Pendent Pendent Quick Wet Pipe, Single Interlock Light Ordinary, (R5714Preaction Groups 1&2 Horizontal S`..wall Wet Pipe, (R5734) Quick Single Interlock Single Light 3. NYC P,:i 2ES-93-E Concealed Recessed Pendent Pendent Horizontal Sidewall The Relic. )Ie Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model F3QR Dry Pendent Concealed Sprinkler 3' ' to 48'(89mm to 1219mm) in Y4 (6mm) increments CCP Cover Plate(" Finishest2' Standard Finishes Special Application Finishes Chrome Pi::,ed Bright Brass Plated White Black Plated Black Paint Off White _ Satin Chrome C') Utilizes the ;/' co.er plate with Y' total adjustment. m Other finis- s and colors are available on special order. Consult fa :.cry for details. Standard Temperature Ratings Sprinkler Temperature Cover Plate Max. ctassificat _)n Rating Temp. Rating Amb[entTem . Ordinary 135°F (57°C) 135°F (57°C) 100°F (38°C) Ordinary 155°F (68°C) 135°F (57°C) 100°F (38°C) Intermedia .- 200°F (93°C) 1650F (74°C) 150°F (66°C) High* 2'6°F 141°C 165°F 74°C 150°F 66°C) Listed and ;,ertificd only by cULus. Sprin1der Installation Wrench: Model G -1/C Sprinkler Wrench Sprinkler Identification Number (SIN): R5714 Inlet Protrusion Elevated Above Inside Pipe 2 1/2' Dia. [6.35mm] A' Dimension Hole in Ceiling Adjustment Range f 3/16- 2 19/64Mo. [t4.76mm] [58.34mm] Nominal Position ar Coverplote Ceiling 1 3/16" [4.76mm] Coverplate Adjustment System Tee 1" NPT �— Sprinkler Cup Assembly Coverplote Assembly Ceiling? Note: Do not install the Model F3QR Dry Pendent Concealed Sprinkler in ceilings which have positive pressure in the space above. Model F3QR Dry Horizontal Sidewall Sprinkler 2'tc 48' (51mm to 1219mm) in 1/4' (6mm) increments Finishes-.M S rinkle__r_ Escutcheon Bronze Brass Chrome PI: -:d Chrome Plated White Pain' F) White Other fin:: ,s an: colors are available on special order. Consult fa : ory fog details. White par. ,d sp.-:skiers will have chrome plated can. Standar_I Temperature Ratinas nkler Temperature Max Bulb on ' Rating Ambient Spri Class ific:a Ordinary Intermedia' Sprint 1, r Installation Wrench: Model G.�- -�prink.ler Wrench Sprinkl r Identification Number (SIN): R5734 1 1/2- [38.10mm] Total Adjustment I-- � r-- Ceilin l .-.: 13-1 4- [101.60mm] Min. 1 1/4' [31.75mm] 12 [304.80mm] Max Escutcheon Adjustment System Tee f _ 1 Escutcheon Adjustment I' NPT 2 3/32- dj �1 S 2 1/8• Mo. [53.98mm] I Hole in Wall L-- 1/4' [6.35mm] Sprinkler Can Protrusion "A" Dimension Adjustment Nominal Position �arrgYt Range + 1/4' [+6.35mm] 01 Escutcheon Note: The sprinkler Can protrudes '/4" when escutcheon is in nominal position. Escutcheon adjustment pro- vides +1/4' (+6mm) to -11/4' (-32mm) "A" dimension adjustment range. 3. . Model F QR Dry Horizontal Recessed Sidewall Sprinkler " A' Dim. 1 3VV -,) 49 ( m to 1219rrm) in 1W (6mm) irxxernents Finishes"' Sprinkler i Escutcheon Bronze 'Brass Chrome Plated i Chrome Plated White Painted I White Other finishes an:= colors are available on special order. Consult factory for detail:. Cup remains unfinished. "See page 2" Standard Temperature Ratings Sprinkler Temperature Max. Bulb classification Rating AmbientTem . Color Ordinary 135'F (57°C) 100°F (38°C) Orange Ordinary 155" F (68°C) 100°F (38°C) Red Intermediate 200"F (93°C) 150°F (66°C) Green High* 286•3F (141°C) 225°F 107°C Blue ' Listed and Cerl", A only by cULus. Sprinkler Installation Wrench: Model G3 R/C Sprinkler Wrench Sprinkler Id 2ntification Number (SIN): R5734 Technical D:ita: Orifice Size: 1/2 • (15r: )m) Thread Size: 1" NPT per ANSI B2.1 Working Pressi -.,e: 175 psi (12 bar) Nominal K FaC_Jr - US / (Metric): 5.6 / (80) Product De,-,cription Reliable Moth F30R Dry Sprinklers are quick response sprinklers utilizin _ a durable 3mm frangible glass bulb. This quick response nabes these sprinklers to apply water to a fire much soon_ than standard response sprinklers of the similar tempera' ,eraring. Model F30R C `, Sprinklers are intended for use in enclosed dry and prea(:tic , systems and in enclosed areas subjected to freezing terra srat xes, such as freezers and unheated portions inside 1. iildings. Environments . Aherein dry sprinklers are employed can be corrosive. For th- reason, Model F3 Sprinklers have a special wax fillet placed i the gap between the cup that supports the bulb and the w. i ,chi,,g boss. This wax will not interfere with., the operation o: he prinkler, and it prevents contaminentsf from entering tl inte:'nal portion of the drop nipple. The wax must not be rei- :ved. Operation The glass b:_il con,, of an accurately controlled amount of special f::i- hernetically sealed inside a precisely manufactured r :ss capsule. This glass bulb is specially constructed to -ovid'.e fast thermal response. When the temperature m . as .s sufficiently, due to a fire, the bulb shatters alloA.n_ operating parts to clear the waterway. This enables the in e. eal to release air or water and subsequently, cause water f a• :)ver the deflector in a uniform spray pattern, controlling or e>: :gui:;hirg the fire. E.uutcheon 1 13/3Z' [35.7mmJ r—�-� I _ : 4. [[101.6mm)W, — Syste Tee C"P i 3 i 12' [304.8mm]uo..# 1_ 1� NPF 7/32* D:o. II I [81.&nm] 2 1/2- D;m [63.Smm] NWe 11. W.- 13: [58.SmmJ W Dunens'' n 1/2' (12.7mm] Esculcneon AOjustmenl Atljustment Ronge Is�scvs +1/2� —0 [i12.7mm -D] . # . FOR FACTORY UUTUAL (FL) . 4' — 6" FOR UNDERWRITERS LABORATORIES (UL) Notes: Do not install the Model F3QR Dry Horizontal Recessed Sidewall Sprinkler in walls which have positive pressure in their side space. Listed by cULus for Quick Response. Approved by FM for Standard Response. Recessed Horizontal sidewall sprinklers are listed with cULus for installation of min. 4e (100mm) - to - max. 6' (150mm) below ceiling and approved by FM for installation of min. 4" (100mm) - to - max. 12" (300mm) below ceiling. Ordering Information Specify: 1. Sprinkler Type (select one): (a) Model F30R Dry Pendent (b) Model F3QR Dry Recessed Pendent (c) Model F3QR Dry Concealed Pendent (d) Model F3QR Dry Horizontal Sidewall (e) Model F3QR Dry Recessed Horizontal Sidewall 2. Sprinkler Temperature Rating. 3. Sprinkler Finish. 4. Cover Plate/Escutcheon Finish. 5. Length: A" Dimension (face of tee to face of ceiling or wall) in 1/4" (6mm) increments. 6. Model F3QR Dry Pendent (a) is available without sprinkler can and escutcheon. Note: 1. The "A" dimension is based on a nominally gauged pipe thread "make-up" of 0.600" (15mm) per ANSI 132.1 [7'/2 threads approximately]. 2. All platings and paintings are decorative and intended for interior use. General 'nstallation Instructions Model F: QR dry sprinklers must be installed only in standard ( NSI B 16.3 class 150 and ANSI B 16.4 class 125) pipet es even at branch line ends. They should not be installe_ into elbows and pipe couplings located on drop nippl; .s to the sprinklers. For these and other fittings including ,.:PVC", the dry sprinkler should be installed into a fitfinr to conform to protrusion into the fitting in ac- cordance ith the diagrams. The "A" dimension of the dry sprinkler, .rich extends into the freezers or a freezing zone from :tet pipe systems, should be selected to pro- vide, as minimum, the specified lengths in inches shown in following chart, between face of the fitting and the oL -ide wall or ceiling of the protected area. The following c art is used for freezing zones when the ambi- ent tem e.:ture around the wet pipe system is kept at 40 OF/ 4°C), E. 1 specifies the minimum length for fitting face to ceiling r wall (outside) for different protected area temperate s. Len th(Fac to Ceilinq=all) Temperature Protected Area *"` 12 inches / JO mm -20°F / -29°C 18 inches / '50 rT-.m-40°F/-40°C 24 inches r :00 n m -60°F / -51 °C — For temp ; atur:�s falling between those in the above chart, the minimum is th ma y be determined by interpolation. During ins' iaticn, the following steps must be followed 1. Cut the .oec:ified size hole (see illustrations) for the sprinklc in t Ile ceiling or wall directly in line with the tee. 2. Apply ; )e oint compound to the 1" (25mm) pipe threads :nd install sprinkler using the Model G3 or G3 R,/C ;prinkler Wrench as specified. 3. Install tt. Model FP push -on / thread -off escutcheon or CCP cc =r plate if required. Note: Inst� aticai of the Model F3QR Sprinklers is not rec- ommende in copper pipe systems, as this may reduce the life cxl ctancy of the sprinklers. Model F QR Concealed and Recessed Installat )n Instructions • The Mo: i G3 R/C wrench (Fig. 1) is designed to locate on the � lnc ling pads of the recessed sprinkler while centerin in ti;e cup. A standard'/2" drive ratchet may be uses °o crive this wrench. Figures 1 and 2 show sequcn Illy tl ,e insertion of the wrench. First the wrench, with its vs above the sprinkler deflector, is moved laterally ntil centered with the cup. Then raise the wrench sid.� of the cup until its jaws engage the sprinkle sq. jare wrenching pads (Fig. 3). To remove the wre i, fc How this procedure in reverse order. Care should taken to avoid striking the deflector, with the wrench. Model G3 Wrench (Fig. 4) is used for installation of Pendent and Horizontal Sidewall sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Maintenance The Model F3QR Quick Response Dry Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not remove the factory applied thermally sensitive wax fillet between the bulb supporting cup and the wrenching boss. Do not replace this wax with a substitute substance. An Alternate substance may interfere with proper operation of the sprinkler. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gently vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. * Spears CPVC sprinkler adapter tees (with steel thread insert) can only be used with horizontal sidewall sprinklers which do not require protrusion into tees to prevent ice or debris blockage of sprinkler inlets. These CPVC tees do not permit sufficient sprinkler inlet protrusion as required for pendent installation. !s1 P o o =96 V `SQNOWQ1 1 - gz 1AI&I OJVVAI0 �0�6 8 x _ 115 o z �O�QIS�d MOO v.. n � O w �s x oi o 11 z I k k � >Rl 'Yk N oa4 Y o ii N I AM �zo�� 0 e q � u � � r U 6 �'-� C7 1'a 1H �• �'zWl`��ndF� �Q OZO96 dM `SQNOWQi \�\ mP P � 1 z =P IM All DIdWJ 10 ,�0,;-6 x ��N�QISid dldWl� n -g< ai�0 �> zn �z � b �z � >L o g; �o l � Q v � uAl x J /r> - C- o�oo4 Q O �o® a r I ca o =96 dM `SMOMA � MA I D1 d M 10 ,�0c,6 �,W,G ��Qoog� W-, W-,