The URL can be used to link to this page

Home My WebLink AboutPP - 4618 S 140TH ST - UNKNOWN - PERMITS AND PLANS4618 S 140TH ST ASSOCIATED PERMITS 08-5-329 HYDRAULIC CALCULATIONS COVER SHEET FOSTER RIDGE - LOT 16 : NOST DEMANDING TWO SPRINKLERS' WATER SUPPLY STATIC PRESSURE (psi) 97 RESIDUAL PRESSURE (psi) 20 RESIDUAL FLOW (gpm) 1450 BOOSTER PUMPSI NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MINIMUM FLOW PER SPRINKLER (gpm) 13 MINIMUM PRESSURE PER SPRINKLER (psi) 7.04 THIS SYSTEM OPERATES AT A FLOW OF 26.48 gpm AT A PRESSURE OF 64.38 psi AT THE BASE OF THE RISER (REF. PT. 2) PIPES USED FOR THIS SYSTEM 016 POLYBUTYLENE 001 SCHEDULE 40 009 BLAZEMASTER CPVC FOSTER RIDGE - LOT #6 : NOST DEMANDING TWO SPRINKLERS [ ] TEST AREA 1 REF. PT. HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 2 [ ] TEST AREA 3 [XC] REMOTE AREA Elevation of sprinklers = Elevation above water test. K ELEV. ft 251 4.90 31.50 252 4.90 27.50 FLOW gpm PRESSURE psi 13.00 7.04 13.48 7.57 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING THE ABOVE RESULTS INCLUDE 97.00 psi 20.00 psi AT 1450.00 gpm 131.48 gpm 96.10 psi AT 131.48 gpm 69.48 psi AT 131.48 gpm 26.62 psi [ ] BACKFLOW PREVENTER [ ] DETECTOR CHECK VALVE 26.48 gpm 100.00 gpm 5.00 gpm 6.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [XI METER [y(] OTHER DEVICE do 44-CLe,1G 011/c PAGE 1 FOSTER RIDGE - LOT 46 : NOST DEMANDING TWO SPRINKLERS FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting g Check Valve 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swin-- Valve FROM FROM TO (psi) (psi) PAGE 2 FROM TO 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 151 11 12 12 13 10 13 9 13 7 14 14 15 15 16 15 251 16 252 FLOW (gpm) (ft) (ft) PIPE FITS EQV. H -W PIPE DIA. ERIC. ELEV. C TYPE (in) (psi) (psi) 31.48 140.00 35222 26.48 8.50 255 26.48 18.50 22 26.48 9.00 3 26.48 2.50 3 26.48 9.50 3 0.00 2.50 3 0.00 34.00 322 0.00 17.50 2 0.00 5.50 0 0.00 0.50 3 0.00 33.50 2222 0.00 2.00 3 0.00 8.00 3 0.00 9.50 3 26.48 7.00 3 26.48 8.00 22 13.48 12.00 0 13.00 0.50 3 13.48 0.50 3 20.03 150 16 1.528 0.00 120 1 0.824 14.03 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 17.04 150 9 0.884 7.01 150 9 0.884 0.00 150 9 0.884 3.01 150 9 0.884 28.06 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 14.03 150 9 0.884 0.00 150 9 0.884 3.01 150 9 0.884 3.01 150 9 0.884 0.032 0.707 0.332 0.332 0.332 0.332 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.332 0.332 0.095 0.089 0.095 0.000 3.683 0.000 3.900 0.000 4.117 0.000 0.000 0.000 0.000 -0.217 0.000 0.000 0.000 0.000 3.033 -0.867 -1.733 -0.217 -0.217 A MAX. VELOCITY OF 15.93 ft./sec. OCCURS BETWEEN REF. PT. 2 AND 3 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. 69.48 64.38 48.69 37.88 29.99 28.22 19.95 19.95 19.95 19.95 19.95 19.95 19.95 19.95 19.95 19.95 13.59 7.13 7.13 7.69 64.38 48.69 37.88 29.99 28.22 19.95 19.95 19.95 19.95 19.95 20.16 19.95 19.95 19.95 19.95 13.59 7.13 7.69 7.04 7.57 DIFF (psi) 5.10 12.01 10.81 3.99 1.77 4.16 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 3.33 7.32 1.18 0.31 0.33 p R E S s u R E 150.00 140.00 130.00 120.00 110.00 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 WATER SUPPLY/DEMAND GRAPH FOSTER RIDGE - LOT 1t6: HOST DEMANDING TWO SPRINKLERS 0 500 0 Supply: 20.00 psi 1000 @ 1450.00 gpm FLOW 1500 2000 Demand: 69.46 psi 131.49 gpm Sprinkler- LC 7.2 Win r STHD _1 CV 38'-0" + • p . YQ V �'� a • Sr • "4 V �r . c • V • 4-4 C `a .. v • 7 � 4 q. p • a� 4 Gs ; o� 4 q p • q S O A� a 4 • �p� Qq <P Q per, 6I 4 = 4 - • G Rec Room Carpet over 7/16" Pad over 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. 3/4" TO- MAIN- LEVEL O 0 T . ` . 4 0 0 zt:- rr r r q � d • e. r 113 -o vs z Pro -Vide -2X1-01 Rim Joist w/ 3/8" x 3" Gal , Lag Bolts @ 16? G 0.C" Staggered a Covered Porch STHDr Above G ep 2'-4" 4x1 ': �i,..te: A Hea alts when Rough BATH' • OM 2t d 6'-0" "oared `Concrete CY. STHD4/4 1.1/8" .Slab over_.__. .. _.... _.-. ♦ 'P•granrrCIITG7,Cir " o• w d i it + + -I-n b 8" Poured - Concrete . Walls Typ @ Porch & Garage 12'20" STHD14 1 0;) 0 15 a BEDROOM #4 CPT b< a oT 3 Od, cn CD C2" 'Cr Cy a q Y b • 4 • r Garage Slab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward 011 Door. 3/4" RISER (SEE DETAIL) Block out 16'6" Foundation for OK Garage Door 16'-6" 5" 16'-6" 18'-0" 19'-11 7/8" ti M ti 4 ,11/2" co M 4 4 r y. 2'-1" r 38'-0" r Madison - Model Basement Floor Plan - SCALE:1/4" =1'-0" 3/4" TEST AND DRAIN 3/4" BLAZEMASTER CPVC TO SYSTEM WATER PSI GAUGE FLOWSWITCH 3/4" CONTROL VALVE 3/4" AMES B2000 x-3/4" CONTROL VALVE TO DOMESTIC 11/2" UNDERGROUND SEE SITE PLAN FOR CONT. RISER DETAIL N.T.S. GENERAL NOTES: DESIGN: PER N.F.P.A.*13D REQUIREMENTS AND TYCO LF 11 RESIDENTIAL PENDENT DESIGN CRITERIA . INSTALLATIONS PER-N.F.P.A. 4P13 MATERIAL AND DEVICES: U.L. LISTED -AND/OR- FM. APPROVED PIPE-BLK STL: STD WT SCH 40; BLAZEMASTER CPVC SCH. 80 - FITI1NGS: CJ. STD. W/ SCREWED, BLAZEMASTER CPVC SCREWED HANGERS: INSTALLED .AND SPACED PER N.FPA. #13_ - DENOTES HYDRAULIC REFERANCE POINT • ALL PENETRATIONS THROUGH FLOORS TO BE SEALED WITH INTUMESCENT FIRE CAULK • R IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT IN AND AROUND ALL WET SPRINKLER PIPING 3/8" SUPER SAMMY SIDEWINDER 3/8" ROD COUPLING �(IF REQ'D) A.T.R. /-LOOP-RING HANGER IPE BOTTOM CHORD OF TRUSS STRAP HANGER DETAIL CPVC HANGER. DETAILS WATERFLOW INFO: STATIC= 97 PSI RESIDUAL: 20 PSI FLOWING~ 1450 GPM CIRCULATING MAIN NO REALITIVE ELEVATION 0 11/2" 8A D.I. S.140 TH STREET, ACCEPTED SITE PLAN EUKWILA FIRED N.T.S. Please call: 575-4407 and give this job No. S and exact address for shut"W down or restoration approval. 3/8" SUPER SAMMY SIDEWINDER 12 X12 if -FLOOR JOIST 3/8" ROD COUPLING. (IF REQ'D) A.T.R. OOP -RING HANGER. IPE' STRAP HANGER.DETAIL CPVC HANGER DETAILS 1" CPVC PIPE 2 HOLE PIPE STRAP BOTTOM CHORD OF TRUSS 2 HOLE STRAP CPVC HANGER DETAILS ti SECURE INSULATION TO EACH TRUSS= Without Comments �] As Noted In Red 0 Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. IDate:& /7 O ! By: �7 A R-40 BLOWN — IN INSULATION + + + + + + + + + + + + + + + + + T5" CRIAFT FFACED+ 1/ ' BAST INttJLATtbN, -I- + + + + + + + + + + + - + OPEN . AIR. + + SPRINKLER PIPE — ATTACH WITH 2 HOLE PIPE STRAP WITH 2 DRIVE SCREWS. INSULATION DETAIL FOR FIRE SUPPRESSION PIPING IN ATTIC NO SCALE THIS. WORK TO BE COORDINATED. WITH G.C. BOTTOM CHOR OF TRUSS II 1' SPRINKLER SCHEDULE & 1 0 Clf LU 0 LL z z 0 0 c 0 w lL UNLIMITED MECHANICAL INC. MARYSVILLE \OPT DESIGNER SCALE. CHECK BY FILE - NUMBER: APPROVAL DATE 401) DRAWING NO. FP -1. ,":11 Z008 Tukwila Fire zied 9 i 5'-10" 1 !"1 AH CV ' rq AH 1 0;) 0 15 a BEDROOM #4 CPT b< a oT 3 Od, cn CD C2" 'Cr Cy a q Y b • 4 • r Garage Slab Above 4" Concrete Slab over 6 Mil Black Vapor Barrier on 4" Granular Fill. Slope 4" toward 011 Door. 3/4" RISER (SEE DETAIL) Block out 16'6" Foundation for OK Garage Door 16'-6" 5" 16'-6" 18'-0" 19'-11 7/8" ti M ti 4 ,11/2" co M 4 4 r y. 2'-1" r 38'-0" r Madison - Model Basement Floor Plan - SCALE:1/4" =1'-0" 3/4" TEST AND DRAIN 3/4" BLAZEMASTER CPVC TO SYSTEM WATER PSI GAUGE FLOWSWITCH 3/4" CONTROL VALVE 3/4" AMES B2000 x-3/4" CONTROL VALVE TO DOMESTIC 11/2" UNDERGROUND SEE SITE PLAN FOR CONT. RISER DETAIL N.T.S. GENERAL NOTES: DESIGN: PER N.F.P.A.*13D REQUIREMENTS AND TYCO LF 11 RESIDENTIAL PENDENT DESIGN CRITERIA . INSTALLATIONS PER-N.F.P.A. 4P13 MATERIAL AND DEVICES: U.L. LISTED -AND/OR- FM. APPROVED PIPE-BLK STL: STD WT SCH 40; BLAZEMASTER CPVC SCH. 80 - FITI1NGS: CJ. STD. W/ SCREWED, BLAZEMASTER CPVC SCREWED HANGERS: INSTALLED .AND SPACED PER N.FPA. #13_ - DENOTES HYDRAULIC REFERANCE POINT • ALL PENETRATIONS THROUGH FLOORS TO BE SEALED WITH INTUMESCENT FIRE CAULK • R IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT IN AND AROUND ALL WET SPRINKLER PIPING 3/8" SUPER SAMMY SIDEWINDER 3/8" ROD COUPLING �(IF REQ'D) A.T.R. /-LOOP-RING HANGER IPE BOTTOM CHORD OF TRUSS STRAP HANGER DETAIL CPVC HANGER. DETAILS WATERFLOW INFO: STATIC= 97 PSI RESIDUAL: 20 PSI FLOWING~ 1450 GPM CIRCULATING MAIN NO REALITIVE ELEVATION 0 11/2" 8A D.I. S.140 TH STREET, ACCEPTED SITE PLAN EUKWILA FIRED N.T.S. Please call: 575-4407 and give this job No. S and exact address for shut"W down or restoration approval. 3/8" SUPER SAMMY SIDEWINDER 12 X12 if -FLOOR JOIST 3/8" ROD COUPLING. (IF REQ'D) A.T.R. OOP -RING HANGER. IPE' STRAP HANGER.DETAIL CPVC HANGER DETAILS 1" CPVC PIPE 2 HOLE PIPE STRAP BOTTOM CHORD OF TRUSS 2 HOLE STRAP CPVC HANGER DETAILS ti SECURE INSULATION TO EACH TRUSS= Without Comments �] As Noted In Red 0 Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. IDate:& /7 O ! By: �7 A R-40 BLOWN — IN INSULATION + + + + + + + + + + + + + + + + + T5" CRIAFT FFACED+ 1/ ' BAST INttJLATtbN, -I- + + + + + + + + + + + - + OPEN . AIR. + + SPRINKLER PIPE — ATTACH WITH 2 HOLE PIPE STRAP WITH 2 DRIVE SCREWS. INSULATION DETAIL FOR FIRE SUPPRESSION PIPING IN ATTIC NO SCALE THIS. WORK TO BE COORDINATED. WITH G.C. BOTTOM CHOR OF TRUSS II 1' SPRINKLER SCHEDULE & 1 0 Clf LU 0 LL z z 0 0 c 0 w lL UNLIMITED MECHANICAL INC. MARYSVILLE \OPT DESIGNER SCALE. CHECK BY FILE - NUMBER: APPROVAL DATE 401) DRAWING NO. FP -1. ,":11 Z008 Tukwila Fire zied 9 i \ t \ 0 C) CO, ti N 38'-0" 10'-51 /2' 10`-0" 17'-61/2" 5'-3 5'-2 1/2 5'-0" 5'-0" 5'-2 1/2" 1 3'-6" x 3'-O" 6'-0" x 4'-6" Kitchen Hdwd ci Eating Nook Hdwd 4x10 Beam Flush w/ ITT 29.5 Hangers Typ. 5'-0" x 4'-6" 5'-6" -' Family Room p 3/4" FRCO BAATAEMT 3'-3 3/4" 1 Foyer d 5'-8 2" 3'-O" 1`-2"Ix 6'-9 hr 7 1/2" 3 1/ Covered Porch (Wood) S! 4"x10" Beam 6'-0" 1 '-4 1/2" '&2 Concrete. N Ballard — for Car 5'-0" ` Stop 6'-3" NI Den/ 0 Office 3 1/2" x CPT 1/2" 9 1/2" PSL Between Joists 6x10 DF Header Full Length P.T. 4x4 Posts5'-0" x 4'-6" Typ © Porch 6'-1 3/4" 18'-0" 12'-0" 0) bove 6x6 Post 4x6 Post 3/4! 1 5'-O" x 4'-6" co Prpvide 26 Gauge M0t31 Strap anchorin Water Heater to 18"'latform 6`--10" .LI Gas Firepla iN.! 6 3/4" x 191/2" ; 44F -V4 GLB --____ It. 1 1 � 1 1 IEN I i -.1i, IC ,_r bi 2 -Car 0, u, n r o Garage .` m cl (9 Q = Co 1 in 0- 6 3/4" x 161 /2" N/OLB 24F -V4 (Flush) �; - _ oe Ft cfrAbove - - - ' 1 Simpson 4¢ z 10" OF HGUS5.25/10 Cbitt. 20' n J 5'-101/4" 16'-0" x 8'-0" R.O. 16'-6" x 8'-0" 20'-O" L e 2'-O" 38'-0" Main Floor Plane SCALE: 1/4" =1'-0' 2 a Ch C 0) HYDRAULIC NAMEPLATE THIS SYSTEM IS DESIGNED TO PROVIDE 13 GPM AT 7.04 PSI TO THE TWO MOST DEMANDING SPRINKLERS. THIS SYSTEM WILL DELIVER 26.48 GPM AT 64.38 PSI AT THE BASE OF THE RISER W/ 100 GPM HOSE ALLOWANCE OCCUPANCY: RESIDENTIAL DWELLING \ a b 03 M L e- 34'-0" 16'-0" 6'-11" 11'-1" 3'-6" 12'-6" 4'-0" x 4'-6 4x10 Header Above Opening Zv Typ. SLOPE PIPE. DOWIsg WITH THE. PITCH OF THE DECK 5'-0" 5'-0" Glazing wI Obs Glass 3t-0" 4x10 DF Header 'I' Above 4'-0" x 3'-6" 10'-71 /2" 5'-O" Soaking Tub N CPT 15'-3" Down 3/4" Open to Below M t 0 C'7 4`-O" x 2'-6" 3'-3 3/4", 3/4A 3/4A BedCP? 11'-4" Line of Wall Below Mast Bathro8 Tile io 4'_3" -34 2" 2 -6" is 2'-6" oD. Linen CI set 9 1/2" 2t-1" 3. �II 3/4" 2'-4" IF \ e \ MAIN BATH• Vinyl Cit. 10'-E1/2" 0) -Blo�cic FloorJoists-Solid 4x10 DF Header V—Above closet o is Bedroom #3 CPT 4x10 DF He der Above 5'-0" x 4'-6" 6'-0" 6'-0" j, 6'-3" 6'-O" 12'-3" 5'-0" x 4'-6" 0 M CV 34'-O" 6`-2" 2'-21/2'2'-4 1/2" 5'-0" HYDRAULIC NAMEPLATE THIS SYSTEM IS DESIGNED TO PROVIDE 13 GPM AT 7.04 PSI TO THE SINGLE MOST DEMANDING. SPRINKLER. THIS SYSTEM WILL DELIVER 13 GPM AT 37.83 PSI AT THE BASE OF THE RISER W/ 100 GPM HOSE ALLOWANCE OCCUPANCY: RESIDENTIAL DWELUNG Upper Floor Plan SCALE 1/4' = 1'-0" Z rEs z 0 a: 0 W 0 Y z a. 0) GV w 1 0 * -A m. 4 0 00 i L LLI 0.. 00 co z . rn �.Q cn I= 1 0 LAJ 0 LaJ 0 La_ LLJ LL L) z MECHANICAL UNLIMITED 0 co 0) 0 \OT DESIGNER SCALE CHECK BY M.W.H. AS NOTED FILE NUMBER. APPROVAL DATE 4-2-2008 DRAWING NO. FP -2.