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HomeMy WebLinkAbout2311 W 18th St Maloney Heights Technical - BuildingTECHNICAL Permit 10 -3Lf Address (723i W I$ �-3- Project description SA; -„c1 uraA eakoi 0d I a O n P)-1 kk �f S S- ry a-P a orb C lek -For Ch�hi ced Date the permit was finaled Dawles Purr Ire Number of technical pages 53 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Permit Structural Calculations for Maloney Heights RWAA October 28, 2009 SO9- 0176 -09 Prepared by. Eric Lentz JAN 13 MO i 25 r� CITY OF PORT ANGELES BUILDING DIVISION COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Maloney Heights Permit Structural Calculations Table of Contents SECTION PREFIX Criteria. .1-8 Lateral 9 -22 Gravity 23-44 Miscellaneous 45-46 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Criteria Criteria Serenity House Maloney Heights Proj No S09- 0176 -03 Proj Engr(s) ETL Rev Date. 8/26/2009 Reviewed By Date 8/26/2009 Occupancy Category II (IBC Table 1604.5) Wind: 2006 IBC, 100 mph, Exposure C I 1.00 Seismic: 2006 IBC, Seismic Design Category D IE 1.00 Ss 1.118 =0.48 So, 0.75 S s 0.42 R 6.5 OMEGA 2.5 Cd 4.0 Site Class C Soils: Based on Soils Report by NT! Engineering and Surveying dated March 3, 2009 Allowable Soil Bearing Pressure 2000 psf (Fills per GEO /Undisturbed Native) Footing depth =18 inches exterior 12 inches interior (minimum) Friction coefficient 0.25 (GEO didn't specify safety factor) Traffic Surcharge N/A Hydrostatic Pressure N/A Seismic Site Class C Deflection Criteria (Wood or Steel Framing) For all Beams U.O.N. Roof Beams: Perimeter Roof Beams: Interior Roof Beams: COUGHLIN PORTERLUNDEEN 1.1 k.id L/240 Superimposed d DL d LL L/360 or 3/4 d LL L/360 Floor Beams: Perimeter Floor Beams: Superimposed d DL +d LL 1/360 or 1/2 (confirm with Arch'! Joint Detailing) Typical Floor Beams: d Lr. L /480 Page 1 of 2 Print Date: 10122/2009 1 COUGHLINPORTERLUNDEEN i Criteria. Serenity House Maloney Heights Roof Loadings Live Load Snow (Drift Loading Not Included) Confirmed with Bldg. Dept. 8/26/09 Dead Load (Wood Framing) Pitched Roof Dead Load Interior Floor Page 2 of 2 25 psf Roofing Comp 3.0 psf Sheathing 5 /8 Plywood 1.8 psf Framing 3.5 psf Insulation 1.0 psf Ceiling (1) layer 5/s GWB 2.8 psf Misc. 2.4 psf 15 psf Wood. Framed Floor Loadings, Live Load (Reducible, U.O.N.) Typical Residential Space and Private Decks 40 psf Residential Corridors 40 psf Stairs 100 psf Floor Finish Allowance Tile? Vinyl? Carpet? 3.0 psf Topping —11/2' Gyperete 13.0 psf Shea thing Plywood 2.5 psf Framing 9 or 11 7 8 I- Joists 3.5 psf Ceiling (2) layers 5/e GWB (over living areas) 5.6 psf Sprinklers Misc. 2.4 psf 30 psf Exterior Wall Dead Load (surface area) Exterior Walls with Wood/Metal Siding 12 psf (surface area) Print Date: 10/22/2009 Z City of Port Angeles Community Economic Development Department Building Division 321 E. 5 St. Port Angeles, WA 98362 360- 417 -4815 360- 417 -4711 Fax SNOW 25 psf minimum roof snow load drift not included WIND 100 mph category D within 1,500 ft of shoreline category C beyond that SEISMIC D -1 FROST 12 inches moderate STRUCTURAL DESIGN CRITERIA CODES IN EFFECT 2006 International Building Code (IBC) 2006 International Residential Code (IRC) 2006 International Mechanical Code (IMC) 2006 International Fire Code (IFC) 2006 Uniform Plumbing Code (UPC) 2006 Washington State Energy Code (WSEC) 2006 Washington State Ventilation and Indoor Air Quality Code (VIAQ) 2006 International Property Maintenance Code (IMPC) 2008 National Electrical Code (NEC) 2003 American National Standards Institute (ANSI -117) 1997 Uniform Sign Code (USC) 1997 Uniform Code For Building Conservation (UCBC) First Edition Washington State Historic Building Code (WSHBC) For more information regarding Washington State Building Codes go to htto. /www.sbcc.wa.aov /sbccindx.html For more information regarding City of Port Angeles construction codes adopted and amendments to international codes go to the Building Code Chapter 14 03 at http.// www .citvofpa.us /municinalcode.htm T:Forms /Building Division/Structural Design Criteria Codes in Effect pORTg W AWN ritt .4 7 CRY GOVERNMENT 3 MyT Map Pant ss t. Ei 4 .7'. A.:.• 2. -'—'4,.;,4'7._. Or I: ,..t4r::::.: '',ititie• .11- kw 4-- ''',:`Z P..„41.f.r .....4211 1/ 4 c 14 ss "...1.1. .ZA-----. "AN, :'7,. C,.:. 4' t N... 1 V f it, ij V N Ai 4000 Ft 0,75 Mt Map provided by IAN/Topo com .N tf0 C'NT's x a, t_ r- a.5 o "4coo orir' 61-41-36, 12612 corn/n-vapstpoitillytopo. splprirtv---208Escalez--gaLlayer:=DRO8Llayer.--1-1ILLS1-1ADE8r.lat=--4g 124392g12. S k D r 1 1 1 ti//4-r? n N C)2 f LE 6 S =7 ESCR /z0/17 EA./ T 1 2 go' I� t /L.1-1 6 ocD H 2 1 0 L COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING loo 50 Project: S ett.t -N ,-r✓ 1.4-, vs r. MA t. tit E V Ir„ 14 I's Designed By_ Date: g /2-610 9 Project No. Client: Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P. 206/343 -0460 F- 206/343 -5691 5 INTERNATIONAL BUILDING CODE 2006 ASCE 7 -05 Section 6.5 Method 2 Analytical Procedure with modifications per IBC Chapter 16: BASIC WIND SPEED EXPOSURE CATEGORY V /DO Fig. 6 -1 pg. 32 36 or consult local building official Exposure Category IBC 1609.4 or consult local building official Building official Phone Date IMPORTANCE FACTOR Category Table 1 1 pg. 3 f 1w I 0 Table 6-1 pg. 77 VELOCITY PRESSURE COEFFICIENT Mean Roof Height of 3 K2= Kh x= Lh K2= Ks Kzt= TOPOGRAPHIC FACTOR /L D Ridge GUST EFFECT FACTOR c b� (Low -Rise) Table 6-3 pg. 79 Fig. 6-4 pg. 45 Fig. 6-4 pg. 45 g. 6-4 pg. 45 pg. 45 2 -D Escarpment Fig. 6-4 pg. 45 46 Fig. 6-4 pg. 45 46 Fig. 6-4 pg. 45 46 Kz, (1 KIK2K3) Eq. 6-3 pg. 26 COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION (All Heights) Table 6-3 pg. 79 Note. to -Engineer -See •Coughlin- Eortrr l updeen's Engineers Tips Checklist for Wind Design for available Kzt (naps, or gather data listed below to cola ZfeC Kzt independently if required (see Section 6.5.4. Axisymmetrical Hill Fig. 6-4 pg. 45 All Heights Method -Rigid Structures 0.85 or Eq. 64, pg. 26 Gr All Heights Method Flexible Structures Eq. 6-8 pg. 26 ENCLOSURE CLASSIFICATION -Ne"' Enclosed Partially Enclosed Open (see Definitions Sec. 6.2 pg. 21) Proieci. wtirV t `Y 1-1-o te st Designed By Dare 1,0 P I Prnie No. Client_ Checked By. Sheet of 413 Pine Street Suite 300 Seattle WA Phone (206) 343 0460 Fax (206) 343 5691 6 INTERNATIONAL BUILDING CODE 2006 ASCE 7-05 Section 6.5 Method 2 Analytical Procedure with modifications per IBC Chapter 16: Project, Project No. INTERNAL PRESSURE COEFFICIENT EXTERNAL PRESSURE COEFFIENT FOR MAIN WIND FORCE RESISTING SYSTEM (MWFRS) Roof Angle For Buildings of All Heights: Walls Roofs: Fig. 6-6 pg. 49 Windward Wall Cp Leeward Wall Cp Side Cp Windward Roo Domed Roofs: Fig. 6-7 pg. died Roofs: Fig. 6-8 pg. 51 Cp Windward Quarter Cp Center :daft Cp For Low -Rise Buildings: Fig. 6-10 pg. 53 54 Building Surface 1 GCpf Building Surface 2 GCpf Building Surface 3 GCpf Building Surface 4 GCpf clA -"J IT)' HvJS E COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION Fig 6-5 pg. 47 (GC 0.18 for Enclosed Buildings) (see definition on pg. 21 for low rise criteria) Building Surface 1E GCpf Building Surface 2E GCpf Building Surface 3E GCpf Building Surface 4E GCpf For Open Buildings and Other Structures: Figure 6-18 through 6-22 pg. 66 74 CN DIRECTIONALITY FACTOR Kd fl .8.7 Table 6-4 pg. 80 (Kd 0.85 for buildings) VELOCITY PRESSURE Iru rt eign•.+.,' c)Z J.UU25bicziczit44vit (psf, Iq'8 qh Z O. S,. S-P Low Rise qh 0.00256KhKzIKdV (psf) Eq. 6-15 pg. 27 Designed Rv 61L Date I. I Client, Checked BV! Sheet of 413 Pine Street Suite 300 Seattle WA Phone (206) 343 0460 Fax (206) 343 5691 INTERNATIONAL BUILDING CODE 2006 ASCE 7 -05 Section 6.5 Method 2 Analytical Procedure with modifications per IBC Chapter 16: Project. Project No. MAIN WIND FORCE RESISTING SYSTEMS CORRESPONDING DESIGN WIND PRESSURE EQUATIONS Rigid Buildings of All Height p qGCp gp(GCpi) (psf) Eq. 6-17 pg. 28 i Low -Rise Building p gh[(GCpf) (GCp,)] (psi) Eq. 6-18 pg. 28 Flexible Buildings p gGfCp gf(GCp;) (psf) Eq. 6-19 pg. 28 Open Buildings and Other Structures F qhGCN (psf) Eq. 6-25 pg. 29 10 nsf Minimum Design Wind Loading on an Enclosed or Partially Enclosed Building Sec: 6.1.4 pg. 21 <6126 tT COUGHLINPORTERLUNDEEN A CONSULTING STRUCTURAL AND CML ENGINEERING CORPORATION Desi LBv. Qte Cljent. Checked By: Sheet. of 413 Pine Street Suite 300 Seattle WA Phone (206) 343 0460 Fax (206) 343 5691 8 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Lateral Serenity House Main Wind Force Resisting System Category II Exposure C V 100 mph I= 1 Kh 0.94 Kzt 1 Kd 0.85 Roof Angle 23 deg. Summary qh 20.45 psf Roof 6 Roof Oho Roof 0, Building Surface GCpf GCpf GCpi Outward Inward 20 30 23 Normal Horiz. Vert. Normal Horiz. Vert. GCpf Gcpf GCp -actual 1 0.53 0.18 -0.18 716 14.52 .0 ?53 'fflU 0.53 2 -0.69 018 -0.18 17.80 -6.95 16.38 10.43 -4.08 -9.60 i -0:69` -0.69 3 -0.48 0.18 -0.18 13.50 -5.27 12.43 -6.14 -2.40 5.65 4 40`48 '43481 -0.48 4 -0.43 0.18 -0.18 12.48 -5.11 r0 3, 46:43' -0.43 5 -0.45 0.18 -0.18 12.89 -5.52 0. 0?`45' -0.45 6 -0.45 0.18 -0.18 12.89 -5.52 i 0:45; ;0.45{ -0.45 1E 0.80 0.18 -0.18 12.68 20.05 I S 0.80 2E 1.07 0.18 -0.18 -25.57 -9.99 -23.54 18.20 -711 16.76 1 =p7' 07? 1.07 3E -0.69 0.18 -0.18 17.80 -6.95 16.38 10.43 -4.08 -9.60 =0169' 40 6969 -0.69 4E -0.64 018 -0.18 16.77 9.41 :0!64:,,_ .r =0.64 -0.64 Building Surfaces Outward Inward Horiz. Horiz. 1 +4 19.64 19.64 2 +3 1.68 1.68 1 E 4E 29.45 29.45 2E 3E -3.04 -3.04 Building Surface GCpf qh(GCpf) qh( +Gcpi) qh( -Gcpi) Normal Horiz. Vert. Normal Horiz. Vert. Normal Horiz. Vert. 1 0.53 10.84 3.68 3.68 2 -0.69 14.11 -5.51 12.99 3.68 144 3.39 -3.68 144 -3.39 3 -0.48 -9.82 -3.84 -9.04 3.68 144 3.39 144 -3:39 4 -0.43 -8.80 3.68 -3.68 5 -0.45 -9.20 3.68 -3.68 6 -0.45 -9.20 3.68 3.68 1E 0.80 16.36 3.68 -3.68 2E 1.07 -21.89 -8.55 -20.15 3.68 144 3.39 -3.68 144 3.39 3E -0.69 1411 -5.51 12.99 3.68 144 3.39 -3.68 144 -3.39 4E -0.64 13.09 3.68 -3.68 0 NI LJhJP 1 tt 1/ (015)01)P b) (/Ws s (/?.67 c g,5 9 k/ps p F 4 -403 L 1 s_76riorcio 0,6 t j(53yi) cc,)(“..) -12/ (f/3/1 re C.Ver (zt r)(11 r XPINN INIMM041 kirreNinilltinUff /11106 iii nemolifit ingirmital tiorandkuifttalatiMiiiiini 1 -)64s" 3 1)E4c.i. Adiog Cv 2 (st).= s S' /14/4 g t-GvA riokj t ASV* X el. t. 717 ST-IT k r Li& _t ff. 0 1XAS FLOM mg" am ru UI 11 i A re" '1 1 IfrA lum 0 q.,3 uJituo ..11 1 III 111 1 I 11 1 1 11 I t 0 0 6 ,1 4 S7 £V47?oAJ f 70 Cb3-1)(Itt F 1 LI 7 C.34bs--)( ti Or-- v,(se, tk c) -1 7) 4 IL( b (1( 71) iBliSE., MIA) Cr gal t 0 2nd 4 FLOOR 1,,IT PI ATE' LINE FLOOR (NI PLATE g xYxj F.F 0 XX.XX F.F. 0 XX.XX am•our-- \S• AA C- (1,7ArnflOLS Seismic Loads Equivalent Lateral Force Procedure (2006 IBC, ASCE 7 -05) Site Class D (Per soils report or assume 'D h n 24 (Height of structure) Diaphragm Construction F' (Enter 'R' or 'F' for Rigid or Flexible) Ct ,0021 (Per Table 12.8 -2) x :0175 (Per Table 12.8 -2) Spectral Response Acceleration Parameters: SS f 1 12; (From ground motion maps) S ;0!48, (From ground motion maps) Fa I 100: Fv SMS Fa S 1 12 S Fv S 0.64 Sos 2/3 SMS 0.75 S 2/3 S 0.42 Structural System: W t EWoodtsh ear Seismic Design Category (SDC) LD) R 61 flo f2f5) C y4 00) Is 1x00Q Building Height and Other Limitations `65 T =i Cs 1= Cs max Cs min 1 Cs min 2 Cs 0122(. 0.115 0.301 0.010 0.000 0.115 Base Shear V CS"W 0.115 WDL Tmax= 6h_ If S is equal to or greater than 0.6g LAM 2nd: Floor ROOF Z vijend stork Hei (ft IL: 3597 —Y 9.3 ,...o7,1i1 23.2 530 T 0.22 seconds k= 1.00 F min F Base Shear V=I 0.115 jW0 t I V =k (esti) V k (ultimate) Seismic Base 0 2 "Soels w 0.149 w 0.298 w 4;-;) el8mi in d Fiat Each Diadlload "Sc` ILeval (k) Ratio Dia Coat iteiet(kti 3,351 46% I 27.8 3,968 1 54% 32,9 7,318 1 81 0.078 I 53.5 0.149 0.0e 6.15 0,193 I 32.9 0.193 0.19 0.19 Serenity House Weiaht Take -Off I Level Label Floor /Roof Area (ft ^2) Area Wt.(psf) I Misc. Wt. (kips) Floor Wt. (kips) I Total Wt I Seismic Coeff 1 Dia Coef Story Force (ASDI Fpx (ASD) Roof A 4530 21 95 95 019 019 12.9 12.9 Roof B 3100 21 65 65 019 0.19 8.8 8.8 Roof C 500 21 11 11 019 0.19 14 14 0 171 1=174E31 1 t 14"-- --1I 1 Level Label Floor /Roof Area (ft ^2) Area Wt.(psf) I Misc. Wt. (kips) Floor Wt. (kips) Total Wt I Seismic Coeff I Dia Coef IStory Force (ASDI Fpx (ASD) 2nd A 4530 40 181 181 0.08 0.15 10.4 19.4 2nd B 3500 40 140 140 0.08 015 8.0 15.0 2nd C 940 21 20 20 0.08 0.15 11 2.1 2nd D 860 21 18 18 0.08 015 1.0 1.9 0 359 It: c 959:�.1I 'I ;1; 'zar Ili t1 /9 I'LL/ y 14 (156- /g s30 o ow /9 `t 1 jx S 2 15, Selsmc A EP P 'gm 31, 16 WV' AFICNIAI narp -2. 011) r rz-- 64' I c 56 T -1-1, 55 36 -5' PV-Cr JLT K. Y cFla.1741/ FEYRE.F e.k I LI a .11 -7 C F bAcrt 1.— c-€ T-to 36 -0' di nal.= ('3 t J .0 Jr 5 —t 4(0 47 c• 7- .11 6 W-0' tam kr. WO. I 0,0 5 5 7 CC r 20 4 s 0 5 0.5S 2 5 ON r I Iv C.FICMIE Filf?/.F 2.5 s Lz; 2SV t.-‘10 ft-- (0 LAN-14- I.e9"-t) Wk. rt c_ le--- )et IL. 2- "1 V Y •s:‘ ;•,1 Lf 7 3 3 1. 1 I 1 1 1" 1I f241 p3 U V' 3 y T-3 4 1 Lf_ V r 41 Cu ?I. lq- 3- 4 8 3 r t 7... I 0 9 1 t 1 8 0 I t 0 o 21. '3 Im e 11 2. 2 .t 3 i 5 I 2-P5 "3 I. '23e rt F-cra F er) CH o es.c.ce., 1 7:4 T-b L 96 56 I op o•-•••—•■••c...••■-- t IMMO t. -•-e=7. r7.3".•■••• C,.....7.—•••••■•••••,; O. 4 gi lb` ?0 34 "A A *tc 1.4),...1i D r i 0.49, i r 4 ret— n J TN& 4. 1 1 41,61 H4 i; s",:tEr4t APICA4le FrtcrA "3 b TI '4 Cr— 2 FLooA V3 AS 42 et a lc— Y 912_ Lf N 0 Nc_ t sk Fyllf 1414 ti 14 IA- I 1: 4 63 0 L( 3 ti3 C rfentin GD C. L C_TI•nie-S 1 I B. os 8 0 k' c s I `...k ,14,1,-,,,4,17 ...4k it 7 ,0:... 4eit i si til- K H ,er'34V4 J 1‘ ;1 C cr 7— L I cg I l -4-0— 1 :1 P'l I 11 111 i.s■r .4.- 2_ j., 1 5 1 c,r!9•41,, r 1. (14 43 0 SHEARWALLS LINE I FLOOR I V(k) I CONNIR IL ITT :I '721:j T 1L iirsk__AC IL1011161; I 1 717 1- 77 51C AL r5 EL AWL] ,c1:541-1 r i LJJ CT 12t- J11772 ETT5.71 L_13 L IL 1,S___JIL_JsrfL.._ J II f ARA vck, (PM I Docking or Strut I V I L., (ft) 42 119 57 97 53 89 105 178 129 194 55 65 109 61 104 74 125 196 227 NO NO NO NO NO NO NO NO I 176 NO I I:1471k: I NO 2S74 NO NO NO NO NO NO NO NO NO IL lt2L -JL 23 !Lia9 IL (411-1 !L721LI .46L vswir00 42 52 86 176 82 157 157 253 142 256 37 97 191 123 234 109 176 193 306 SW REOD W6' WE W6 WE WE WE WE WE WE WE WE W4 WE WE WE WE WE W4 1 HOLDOWNS V(k) tot L.,,,,,, (ft) tot LINE FLOOR I V I L. (6) 0.63 15 1 =C 1E7YISTilEaCjal Iff_I 7 1.2 23 1 11E3ii.71"7. 1.89 22 1[. I 2i- 3.87 22 Ez.11___S di, 3.78 46 L_::rd,_ 71 -ET,....11_ arkil:. '23 7.21 48 C....76 .;1:.. 23,-. 3.77 24 ■___.tE15431121' .jk.J011,..„. 24, 6.06 24 L.7.76 15 7- ZEIE iff,lir kr 1' 14.15 100 -7-rel1Vt--1E. .4t..-7:III.7 :ii. I 25.55 100 4 i:11 7 8:41 1.86 3.87 7.64 5.16 9.84 3.83 6.17 3.83 6.17 10.05 18.08 10,05 18 08 19 40 40LJ 3 F L'iw.21: 42 r__ ET 11:2.6Lir, 35 LI.:74 LJIRILit 3 DL FACTOR Wall Wall DL DL (p11) P DL (f) OTM (k-fl) R(DL) (k) Height 011 (pin 5.04 0.72 11,40 0.69 15_12 1.06 36.77 3.04 Tre 15_12 0.69 34.25 4.28 30.16 1.15 /;L; 57.57 3.31 28.30 2.10 60.68 0.75 -50' L.J1C 701- I _L 43 1 .1 1 :Lk00 -7 1_: I r_ 724_ ,L I I Lia 3734-I r _i: .JILLjIL720Ir 1-i1 I IL ILi.J 3.5 As cm L 35 EZ I E. 52 1. __:_fg!'6E. ELM: 59 Eiikkr 52 fITITs'.L.1 59 L-__15%)___- 1 1LIE.U,111:::::_Trii7..17:f -7-- I 1_1E JIL I 1.] 17.67 15 48 36.29 20.54 48.74 13.13 25.12 17.51 33.49 40.20' 81.35 24.74 50 06 2.63 0.60 2.76 0.63 5.17 0.72 2.07 0.96 2.76 I 2.54 1.40 ).66. 0.86 crr(k) C./Tnet (k) -0.38 -0.19 -0.37 -1.36 -0.03 -2.79 0.10 -091 -0.97 1,68 -0.38 -0.58 -0.37 1.73 -0.03 -2.82 0.10 -0.81 -0.97 0.71 -2.27 -2.27 0.17 0.17 -0.95 -0.77 0.35 0.35 -2.94 -2.69 0.16 0.16 -0.40 -0.24 -0.08 -0.08 1.09 -1.17 -0.99 -0.99 1.73 0.74 -0.01 -0.01 2.27 01E 22- 1 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Gravity Multiple Stud Post and Wall Table II H (ft) =19 Ft. II H (ft) =I 9 Ft. II 1 II I Strong I Weak II Strong I Weak Posts Axis Ax s Axis Axis (2) 2x4 II 400 (3) 2x4 I 6.00 (4) 2x4 i 8.00 l (5) 2x4 II 10.001 II (2) 2x6 II 10.501 2.9011 (3) 2x6 16.201 5.2011 (4) 2x6 21.601 14.2011 (5) 2x6 21.001 19.6011 r5 e i ri 111 ._d -.jllL H55 4X4x1/4 IINOT USED 1 II illy 15rof 1lis; 2x4 ®16 oc I 1360 WI II 2x6 16 oc I 4400 pIf 1 II 2550 pif 2x6 @16 oc, 11 I II SERENITY HOUSE 2 eII��u H (ft) Strong I Axis Stud Type Doug -Fir #3 I I I II H (ft) ii H (ft) =1 1 H (ft) =1 II Doup -Fir tt3 II I II I II I II I Weak Strong Weak Strong Weak Strong Weak Axis Axis Axis II Axis Axis II Axis Axis II Plate Crushing II II I I I 6.51 9.61 130 II I I 16.3' II I I I I 10.3 II I I I 15.51 11 I I 20.51 11 1 II I I I 25.8J II I, II I II I II 1 gfilltoe _s l f II? i= IIP .11I II 1 II 3000 plf I II 4800 pIF I II I II II 4800 plf ETL 10/21/2009 J Project: Project No. GA5 t.+JA(t l..v YJ, N a„ S YP C A tr E-•1 Sao ,n- \.J `.tom W a c €W e. Ndy-tp-tg tA f�° CL ISa(►4- 5 30014 Z©' w4 Ltu, 9aor 0 6 0 t 1 ke-4 720/I 50R, Wfo "se eEe3 �7 D bt- r k q 2 t,o 4u W e4? 41 C A€ 2o ‘4/1(A,.., Is o COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 'Soo'( Z?( /6 o 00 s r earn AIS p k, 2cRO CN I -fie My VS tr Designed By 611_ Date: l0 L1 hi 9 Client Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE. WA 98101 P. 206/343 -0460 F. 206/343 -5691 2 Square Spread Footing Table Allowable Soil Pressure f 'c fy Footing Size Assumed riidth Thicknes col. iNidth Oty 06,"_ 2'-6 a 5.5 (4) it 2 10 5.5' (4) it .4 r :0t4L11... 3-5 10' 3.5 (1) It 5-6 10' 35 (4) It 741-- ri I 44Voy lc (4, 1034) 4 -5 12' 4.0' (6) 4-5 12' 4.0' (4) r$V 'TM" I 0.0 1 SL.4'2) L 5-6 14 4.0 (s) It 5 14 4.0' (5) It 141. Igrpj!!' LAV' 1 W AC' 6 -6 14 6.0' (7) It 5-5 15 5.0' (6) sItt 11 t8, 1 i !TOO" ',I 7-6 16 6.0' (I) It 7-6 15 6.0' (5) It I 1 1014,1 Square Column riidth 2,000 3 000 50,000 psf psi psi Reinforcement Size Pia As 45T 7,057.07170;171,411 C.521rittj 4 0.50 0 _I 0 43 0.27 4 0.50 01 0.54 0 15 vdtoy c.-„rc>401 5 0.55 0 71 4 0.50 0 19 1 qi.p_p 111",q I 0176) 4 0.50 1 15 5 0.53 1.23 5 0.65 1.84 Allowable Asmin !AsReoi Load +Mn/Mu FC 7 7.4:7PS" S4e";4 0.14-1-1 1$) P1.74.411 1i 11 9 2% 0 15 0.52 0 '75 0.54 1100:41(0 1 8..411 1 11 0.51 1 11 0.59 1.55 1.33 23.0 23.0 g 31.5 57.5 i4 55.2 6 0 .75 2.21 1.65 1.56 55.2 I 144;1 Tot 1 (01' 1 Oolt PL:66 5 0.53 2.15 1 11 2.12 T71 6 0 15 2b5 2.25 1 15 16 1 (areTS 1 1; 23:4211 2:0 /664 00 i 3 (6 t! L. 6 0 15 3.09 2.51 2.11 101.3 1 0.55 3.51 2.12 2.39 99.5 0,11.1_5S St,5,SA 1_1 LoY6t Minimum quantity of bars e. 15 o.c has been checked assuming that there 5 Minimum amount of steel for temperature and shrinkage per ACT 112.2.1 4 Allowable Service Load 11 1 456% 1104 e CALCULATION CHECK As/Areq'd 160% 115% 135% $V2/Vu +V 1/Vu fl fl ,1L6-2"„ 44 152% 131% 201% 145% 265% 396% -2!-Ing0 102% 135% 223% 104% 121% 213% I ii 11,5* gjimp.o, 101% 131% 221% 105% 126% 213% provk H mf,fto L:td_ 1.% I 111% 124% 215% 133% 11% 212% 4,two rmio it5,co it 1.44.44ki 101% 101% 116% 225% 1posIfi. I TO* r ICA '0404 11.1% 111 100% 151% 162% 124% 130% 225% Z0'0111 lcfSfe VT21.'g tilgft Licfral rkk,21.Yi Is a 1 1 2 cover from the side edge of the footing 2Qp: 1 to-.5,9C N 6014 y o t Lod AFIAMIE FrVE.P b, Neye-ha TJ -Beam® 6.35 Serial Number: User 2 10/22/2009 9:55:13 AM ?age 1 Engine Version: 6.35.0 LOADS: Analysis is for a Joist Member Primary Load Group Residential SUPPORTS: Input Bearing Width Length 1 Stud wall 3.50' 2.25' 2 Stud wall 3.50' 2.25' DESIGN CONTROLS. Maximum 821 821 3607 Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Aotal Load Deft (in) !JPro PROJECT INFORMATION: t Worst case floor joist 11 7/8" TJI® 230 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED tl Living Areas (psf): 40.0 Live at 100 duration, 30.0 Dead Vertical Reactions (Ibs) Live/Dead/Uplift/Total 480 /360/0/840 480 /360/0/840 Design -813 821 3607 0:310 0:543 47 Control 1655 1183 4215 0.500 0.879 45 Copyright 0 2009 by lie elE: Fede al Way WA. TJIA and TJ-SeamS registe ed trademarks of iLe el® e -I Jo st" Pro. and TJ -Pro" are trademarks of LLe elN. Detail End, Rim End, Rim Result Passed (49 Passed (69 Passed (86 Passed (L/680) Passed (U389) Passed P \Se nity House Maloney Heights \ENG \Timber \worst case floor joist sms 18' Other Product Diagram is Conceptual. El 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® 1 Ply 1 1/4' x 11 7/8' 0.8E TJ- Strand Rim Board® Location Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 Deflection Criteria: STANDARD(LL:0.500' TL:U240). Deflection analysis is based on composite action with single layer of 19/32' Panels (20' Span Rating) GLUED NAILED wood decking. Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with itevel® product design criteria and code accepted design values. The specific product application, input design loads, and.stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the 'Level® Custom product listed above. OPERATOR INFORMATION: Eric Lentz Coughlin Porter Lundeen 413 pine street Suite 300 Seattle, WA 98101 Phone 206 343 0460 Fax 206 343 5691 ericl @cplinc.com 2�- by eye.na TJ -Beam® 6 35 Serial Number. User 2 10/22/2009 9:5621 AM Page 1 Engine Version: 6.35.0 Member Slope: 0/12 Roof Slope0/12 Afl dimensions are horizontal. LOADS. Analysis is for a Joist Member Primary Load Group Roof (psf): 25.0 Live at 125 duration, 15.0 Dead SUPPORTS. 1 Stud wall 2 Stud wall Input Width 3.50' 3.50' DESIGN CONTROLS. Bearing Length 3.50' 3.50' Maximum Shear (Ibs) 823 Vertical Reaction (Ibs) 823 Moment (Ft -Lbs) 4237 'lye Load Defl (in) total Load Defl (in) PROJECT INFORMATION. 11 7/8" TJI® 230 24 o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED worst case roof joist Vertical Reactions (Ibs) Live/Dead/Uplift/Total 525/315/0/840 525/315/0/840 Design -817 823 4237 0.630 1.007 Control 2069 1856 5269 0.686 1.029 Copyright tl 2009 by iLe el: Fede al Way WA. rum and TJ- Beam7J are registered trademarks of iLeveiS. e -i JoistD Pro' nd TJ -Pro" re t ademarks of iLevel¢. P \Serenity House Maloney Heights \ENG \Timber \worst ca roof joist sms 21 Detail Other End, TJI Blocking 1 Ply 11 7/8' TJI® 230 End, TJI Blocking 1 Ply 11 7/8' TJI ®230 Result Passed (39 Passed (44 Passed (80 Passed (U392) Passed (L/245) Location RI end Span 1 under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading OPERATOR INFORMATION: Eric Lentz Coughlin Porter Lundeen 413 pine street Suite 300 Seattle, WA 98101 Phone 206 343 0460 Fax 206 343 5691 ericl @cplinc.com 9, Product Diagram is Conceptual. Deflection Criteria: STANDARD(LL:U360,TL :U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. L =gzc. TRIB W 216 +34,2.= 51317 M max. G' COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION Rx= ZebI- V d= moo o ,L t (.,1 E I /req zo1- /3.a a 3 I E I /req.'d. I «f A LL A DL G 132 tDrnvs i L 1Z 1 TRIB L TRIB Project No. G o toorL RM ax 1 0 Ty? IN 4 0 t s Z-ti o oc__ M max. 5/---u--9-4" A fD A l I 0 V d= GL. 5' /15-it 6 L/Zyo o 1I E I /req'd. I B EX? �tilP .GOAT ov p os R' E I re d. 2-15 a A LL A PL G c�o V1 10 5 t I'4 2e0 -✓v-i -,-Th.- M max. y �S -�4- 13 3.5 a y S W IL 8 6 i Rx= V d 4i_5 L/ E I /req L/ E I /req,'d. A LL A DL G Proiect: G 12�1.1TY o.�C7r MAt -vr Designed By Date Client: Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343 -0460 F206/343 -5691 1 1 D 29 TZ L= koofi TRIG 7cf M MAX. 1Z s-} lc f+ `P Rx =3 V d= 1 -zw o c a s3 L 1Zi TRIG W= 3 &0f1f-- M max. 3 2 -v- f Rx 1 '\'c__ V d= L f 2�t7= L 1(o TRIG =11 yy tbS t `-1yoP \fi--- M max. r" 1 6 t 3 Z Rx 3 S 7 Z lc) L-. Elfreq'd. E If req'd. =Loss 6 r E If req'd. v D Elfreq'd. Zto ALL= ADL =G= COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 75L_ 1 Z /R LL D,L -G= P V ®d= LA P o• v E I f req,'d. 8' 1 o Sy' Elfrecq'd. =1a1 ALL LPL G Ps Slit./ 1 1 7 /6 Project: E, t2 Mill 11 A4+L01 Designed By ETU.. Date Project No. Client: Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343 -0460 F:206/343 -5691 to 12-1 I bct 0 WI- L= TR IG =s W Q OQ\T M max. 1 --1 Rx= 3 at V ®d= L/11/Au L= TRIG M max. Rx= V @d= L �l l TRIG W 0prrlr M max. D O Rx O76 V d= Li 7-7 7„ (ZT :3C E I /req'd. Z3 E I /req,'d. i9 G 0 LL 6-t 3 -I S3 Lost 846 "S"E. -k A e2 0 E I /req,'d. E I /req ALL B y r E Vreq'd. E I /req,'d. iL LL PI Pi- 1 Project: a 2el. TY Nv.9C Iv orM Project No. Client COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION -fizi.6 +ti coo .st +SS ZS, DL =G= L PL =G= A PL =G= Designed By en., Date to 1 Checked By 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343 -0460 F2061343 -5691 Pi,L, 2 LO t P.s..s 2 `-C o tL Z 4 or Sheet of 3t P 3 vir t...1 L= ll TRIB a' M max. 0 '3 b k" fi Rx ®d= E I /req'd. L/ E I /recq'd. 13/ L t-7,‘ TRIB 11-112._ M max. 'r Rx @d= L/ Z.Y a L= TRIG E I /req`d. E I /req,'d. Project: sG,12-E).1 rY o LICze rc yd" 3o ,LOLL= COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 1LP Q sf 9' 1 t3 LOLL= ODL =G= Y fi �t Lt0.04t__ A PL =G= c2 M max. p�� Rx= V @d= E /req, ALL= A DI_ =G= Designed By GT1, Date wo 12-1 I oct Project No. Client: Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P206/343-0460 F:206I343 =5691 3 z 411 Results for LC 4, 1,2D 1.6$ 'CPL ETL SERENITY M1 BENT STEEL BEAM Oct 21 2009 at 4:26 PM I bent beam.r3d 5.104k Loads: LC 4. 1.2D 1.65 Results for LC 4. 1.2D 1.6S Member z Bending Moments (k-fl) /CPL ETL I SERENITY .204k/ft 1I III t�111 �1d11! (1.t1�11( 1l■XXX■XXXXX -5 566k .726 .726k1f1 BENT STEEL BEAM T 69 1 24-4 I Oct 21 2009 at 4:25 PM bent beam.r3d 39 Beam Ml Shape: HSS10X4X5 Material: A500 Gr.46 Length. 11 ft I Joint: N1 J Joint: N2 LC 3 D +S Code Check: 0.507 (bending) Report Based On 97 Sections A k T k -ft fa ksi AISC 13th LRFD Max Bending Check Location Equation Bending Flange Bending Web Fy 46 ksi phi *Pnc 206.206 k phi *Pnt 313.901 k phi *Mny 39.212 k -ft phi *Mnz 79 704 k -ft phi *Vny 131 794 k phi *Vnz 45.165 k phi *Tn 43.137 k -ft Cb 1.217 Dy Vy Code Check 0.507 8.021 ft H1 lb Compact Compact 812 at 8 708 ft 7 047 at 0 ft -3.228 at 11 ft -40 446 at 8 021 ft 26.974 at 8.021 ft in k k -ft ksi YY Lb 11 ft KUr 79.036 Sway No L Comp Flange 11 ft Torque Length NC Dz Vz My Max Shear Check Location Max Defl Ratio Compression Flange Compression Web Z -Z 11ft 38.32 No -26 974 at 8.021 ft 0.053 (y) Oft L/421 Non Slender Non Slender in k k -ft ksi 35 Beam. Ml Shape: HSS10X4X5 Material: A500 Gr.46 Length. 11 ft I Joint: N1 J Joint: N2 LC 4 1.2D 1.6S Code Check: 0.733 (bending) Report Based On 97 Sections A k T k ft fa ksi Dy Vy 10166at0ft -4661 at11ft AISC 13th LRFD Code Check Max Bending Check Location Equation Bending Flange Bending Web Fy 46 ksi phi *Pnc 206.206 k phi *Pnt 313.901 k phi *Mny 39.212 k -ft phi *Mnz 79.704 k -ft phi *Vny 131 794 k phi *Vnz 45.165 k phi *Tn 43.137 k -ft Cb 1.217 0.733 8.021 ft H1 -lb Compact Compact 1 172 at 8.708 ft r 58 432 at 8.021 ft 38.969 at 8.021 ft YY Lb 11 ft KL/r 79.036 Sway No L Comp Flange Torque Length in k -ft ksi Dz Vz My Max Shear Check Location Max Defl Ratio Compression Flange Compression Web 11 ft NC Z Z 11ft 38.32 No 38.969 at 8 021 ft 0.077 (y) Oft L1291 Non Slender Non Slender in k k -ft ksi 3 -1 r1.-CF0 A__ ED- 2T-9' I I I Lir T 7, i t Al 4! 53 n Frve p I A 14- IN" Pk- U 6 25 FLoo 1t z So 1D' NZo W 'R-'o/ DL 2Zf 5 3 ?s Mmax.= f -P�- Rx low ®d= Liza v 1 E I /recq'd. v L/36 El /req'd. c.roo ALL L= (0 TRIG r' 1 ub f 1°1 S 3 zs 5t- M max. g 0 Rx= 3 zc, 7-4 A V' EI/rect'd. 23 L/ E I /rec,'d. 3Y Z A LL Project: cVZErl a Y N MA COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION fl t ��5 <<`�54� W 000 OF o k- APL =G= op ti1/1/vvi V d LC I- 3'/z. y 11 7 iz 1../Z- YO a E I /rect'd. 2,56 1 1 36a 0 33 E I /req,'d. Lt 3 A LL A PL G A L `7 C TRIB 15 c W S LAO 1-�-o 1 Zd r Z M max. 8 t3C is -F=4- F ct a i Rx= 1 -1 1:3 V ®d= {4 ‘i L s' /Ax �%z A PL =G Designed By L— Date 1?_ I Oct Project No. Client Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343 -0460 F206/343-5691 W S t 6 0 605 Y M max. 1 3 t -Pt Rx= �63� V d= 1-1/4.00 23 E I /reci'd. 73 A LL A DL G l n-r L TRIG= 5 L 23 obi k.JR L` 1. 5' F L o 0 1 b yL F TRIB W M max. `t e 1 t-t k —Et A r'S5 LL %l pL \SC 2 -S o L TRIG la' w0*) 6 2oP 1111 txt, t� M max. y -7_3 Rx I3o ti V L 65" E I /rec1'd. +95 V ^76 0 I)" E I /reci'd. 29 q" A LL Project: -5 c 12E1.) TY I-1 MA c' t...1 S. Y Project No. COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION L5/ 3 /f_ L Or 0 :7 W= Ze 1 Y1'vYVV Y1Z 1/4^ -/I, r Rx B 3 k- V ®d= G' 1- S/ I6 1' S E I /reci'd. 37 G L/A0 t E I /reci'd. 7-1 A LL A DL G 1 C' /Gi X I LAMA k- y Is ADL =G= Designed BY Date 10 Client: Checked By Sheet 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343-0460 F206/343-5691 of bet c 739 COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION r13 L i3 1�t� L 10' mat,`oV 1�V1C- 3 TR I *1t W -1 -sa M max. 4 -7 S 1L -F;\- Rx= '4 V d �f6S L/.3 bd D 47" I E I /req'd. 6g1. 0 LL 0 DL G 111 ZI t t4.b6 4 Gsi r'fZ x tt'iki co` Wgv) I t-OWl M3 1/1,o o r p M max. C3 '17 b. P+ Rx= 2•4 V d= Q c" E I /req,'d. 1 -17) L 1-300 b 3 t, E I /req,'d. 650 0 LL L DL G= P9 L I14t-/- 60 �s� M max. 2.2 Rx Za i`r--- 6 V® d= Q S� Sl /LIK I0/f, L ziu as" E 6qo 11 o -33" E I /req'd. fi LL A DL G Proiect: G 1(2.2E TJ i I y 1 Y Designed By ETI,� Date lo 1 `0G1 Project No. Client: Checked By Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P:206/343 -0460 F:206/343 -5691 4 41 14 t,S 6 f i i Y 10/V yo 1ST rwo Q L. 3 o �R5i cAs- I 1 ST -3' °6'd 36-3* 4r: 4 -.I, G 1 I rl I I 1 1 1 I I 1 G I 1 1 I P I 1 F L 'KLt- w- L F' I l --0 L X Fo►,ATp AT) 0 N1 k If 1 I I 1 I 1 L r iW1 t I t r I I 1 1 1 I 1 a I 1 �l� YY y w. k 1 I I L 1 L L 1 a J J, r ti I I 1 rr1 3 ►c I 1 i2 i u 0 a u s rroject Project No. 0' 5:7724 r-040-7-1/a6 GO (-v4/ nl ,6 Pc L 6' J( J 74i-upt9 k1J AJC(H) e A 2 4A/( �e 44.! /0 COUGH LI NPORTERLUN DEEM STRUCTURAL CIVIL SEISMIC ENGINEERING V %eft U3 wso,L CD 114 Designed By Date: Client Checked By. Sheet of 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P 206/343 -0460 F 206/343 -5691 GI re T1 N G £JS6 s iD) c..rviQg 45 "'iv/0V S q LLD ti) So a_ Prr" g le,2- 114 porAJ-r o►i /linY Polo oN (44-1( 1.4 /0t 41sD /L n71-1 0ft J'vo (r 1 5 ,1..) S) (wovecf l 0 .1 0 ,14.:_-: ►rS i t+ rt7j -10 rou n^JC 5 o r)( o0 Nivl) a G tro tD V)00 15o i SO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Y. i i. i (1135a t. 5 V O U S S €e 0 v t f Designed By j..... Date: U' 2 I 0 1 erbiect: `7 r -rp+G X1,1 I T wa.T/ C Project Na. Client Checked Br Sheet of 413 PINE STREET SUITE 390 SEATTLE, WA 98191 P. 206/343 -0460 F. 206/343 -5691 i.} t 1 1 1 1 I 7 1 F .1 r• fr i 1- 1 I I [N. •I -j--. i I -/3 -I.-- 1 1 ------1- _i_ __!,_,_,I____J _:...4i__,j..4 L --1 i t. .14 1 t-.1--t-1-- 11 1.—__;. _1....... e r I J. I. i•-• 1-- I- -1--i--F -I- -7.-,--4.-1---4 1. 1 ;1- ••i• .-1.- T tht 1-1-1-t' 7- 1-- ii ,-r- i i 1 -17-1- 1 1 L t T i Project 'roject No. Fot517 Ai 6 /ZZ: r /I/ n1/4.) ;e 7 7* J i-Lf-. --I-- --1---1--!-: 1 I. r r t 7 1 -4- _i_. 1 -r i i 1 r .__Ft_,... i ---14- r t -1 --1 --..-1--1-1.— m r 1.. I -4-t t I I .4 7 t-- -F--; 4 4111141 T1-1 1 i 1 i 1._ r r .-u-i-- F 1--' •t__ i 4-1 1 1 -1 1 I -H -1-4--- 1 1 i 1 I I I i I 1L I I 1 I 1 I l i.oF g I ..f.-.' i r. I Cii,C.-,&) I Tr qiry Client COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING I 1 r 1± 1 1 t I I H--L.H ±4- 1, 413 PINE STREET SUITE 300 SEATFLE, WA 98101 P: 2061343-0460 F: 206/343-5691 a-Kw-4 Se t-noicl r.".1 olamr I cacro&I 64:496.,, i I T 4 r -4. Designed Br t?,r L.," Date -1 Checked Br Sheet COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING Miscellaneous 4 01k)4 1.4)// iN f rA- rrP 1-( 6Cp 1-- 6 CPI 0 e5 P= PSF /17 NS/- G. 27 9Q 0c7 e Z,0 AIE z- CP C 0 itlf Fuet_tx- ,3 'P Tr/ 's /7 y r 179 Cr frt// F ivc2.- t 6 GC, o 1 c5C-- CSPI -C 7 NEI 6,c er, V 2-f— F "Nifir121=0215111801_,_ Project: e k TY Project No. Client: 4 Ij PINE STREET SUITE 300 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING ovexi-mAigq 2 Z Poo 4 4 '1r K 7 Designed By. Checked By SEATTLE, WA 98101 P 206/343-0460 F. 206/343-5691 ET 1 Date: Sheet of C.1vr3INc ijv baAO/A/ 60 n/7 1 -P rLvoF Tp1 -USSE 'T!t p Li)(z. sF A 2o sF Ni 2. tokIC TvP 3o; s Zokk 1 P z ZZ p5P 5' P -MA; f s v Pt' F GC 1b c (36) 1g (2. z ©,+a s' 0-16 pt 413 PINE STREET SUITE 300 SEATTLE, WA 98101 P• 206/343 -0460 F 206/343, -5691 COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 1.7e Poi coo eg 4000 6 to D 3'to TPp GI vzn 04. -7X-OS A 8o s,c Gc P 2bi u(L,c- 6 (-s— \qcc 1\ Project: E{2�h! i T'Y Ht7t2.4 Designed By Date: 1 .01) 2-I b� 1 Project No. Client Checked By Sheet of TECHNICAL Permit 10- (006 Address 2.311 Project description Tor oneAl -c\ t sf s+ Number of technical pages a` Spth e)r slonn I LA uli c Cal c)l 'ohs Date the permit was finaled 1- t Submittal brochures for Maloney Heights Serenity House of Clallam County 23 )1 -4203 West 18 St Port Angeles, Washington Date 6/7/10 Submitted by Unlimited Mechanical P O BOX 1457 Marysville, Washington 98270 360 657 -2182 two I Fire Building Products Technical Services: Tel: (800) 381 -9312 Fax: (800) 791 5500 Series LFII Residential Pendent Sprinklers 4.9 K- factor General Description The Series LFII (TY2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII (TY2234) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two- family dwellings and mo- bile homes per NFPA 13D• wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2234) has a 4.9 (70,6) K- factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (TY2234) is intended for use in areas with finished ceilings. It employs a two -piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon provides 1/4 inch (6 4 mm) of recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY2234) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic tion Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number 1 SIN TY2234 rapid response HOME FIRE SPRINKLER SYSTEM Page 1 of 8 JANUARY, 2006 TFP400 Page 2 of 8 TFP400 Maximum Maximum Coverage Spacing Area (a) Ft. Ft. x Ft (m) (m x m) Technical Data Approvals. UL and C -UL Listed. NYC Approved under MEA 44 -03 -E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K 4.9 GPM /psi (70 6 LPM /barli Temperature Rating: 155 °F /68 °C or 175 °F /79 °C Finishes. White Polyester Coated, Chrome Plated or Natural Brass Physical Characteristics: Frame Brass Button Bronze Sealing Assembly Beryllium Nickel w /Teflont Bulb 3 mm dia. Glass Compression Screw Bronze Deflector Bronze Ejection Spring Stainless Steel 1 Registered Trademark Operation Minimum Flow (b) and Residual Pressure For Horizontal Ceiling (Max. 2 Inch Rise for 12 Inch Run) The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water Minimum Flow (b) and Residual Pressure For Sloped Ceiling (Greater Than 2 Inch Rise Up To Max. 4 Inch Rise for 12 Inch Run) 155 °F /68 °C I 175 °F179 °C 155 °F /68 °C or 175 °F /79 °C 12 x 12 I 12 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 14 x 14 1 14 13 GPM (49,2 LPM) (4,3 x 4,3) I (4,3) 7.0 psi (0,48 bar) 16 x 16 1 16 13 GPM (49,2 LPM) (4,9 x 4,9) I (4,9) 7.0 psi (0,48 bar) 18 x 18 I 18 17 GPM (64,3 LPM) (5,5 x 5,5) I (5,5) 12.0 psi (0,83 bar) 20 x 20 I 20 20 GPM (75,7 LPM) 1 20 GPM (75,7 LPM) I (6,1 x 6,1) (6,1) 16.7 psi (1 15 bar) 16.7 psi (1 15 bar) 13 GPM (49,2 LPM) 117 GPM (64,3 LPM) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 117 GPM (64,3 LPM) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 117 GPM (64,3 LPM) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 117 GPM (64,3 LPM) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) Design Criteria 20 GPM (75,7 LPM) 16.7 psi (1 15 bar) The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in accordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority having Juris- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of design sprinklers as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of Minimum Flow (b) and Residual Pressure For Sloped Ceiling (Greater Than 4 inch Rise Up To Max. 8 Inch Rise for 12 Inch Run) 155 °F /68 °C 13 GPM (49,2 LPM) I 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) I 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 175 °F /79 °C 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 22 GPM (83,3 LPM) 20.2 psi (1,39 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler The associated residual pressures are calculated using the nominal K- factor Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm /sq. ft. over the design area' comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity For "Horizontal Ceilings (maximum 2 inch rise for 12 inch run), the sprin- klers are to be installed with a deflec tor to ceiling distance of 1 -3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTES The 'Beam Ceiling Design Criteria° section starting on Page 4 permits de- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to- ceiling distance is permit- ted for NFPA 13D and NFPA 13R appli- cations where the sprinklers are located in closets. For "Sloped Ceilings" (greater than 2 inch rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to ceiling TFP400 Page 3 of 8 Components: 1 Frame 2 Button 3 Sealing Assembly 4 Bulb 5 Compression Screw 6 Deflector Temperature rating is indicated on Deflector. 7/1611/8" (11 113,2 mm) FACE OF SPRINKLER FITTING I MOUNTING SURFACE CLOSURE 3 4 5 6 CROSS SECTION TY2234 distance of 1 -3 /8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2 Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref Ta- ble A) being hydraulically calculated (e.g maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). 2 -7/8" DIA. (73,0 mm) 7/16" (11 1 mm) NOMINAL MAKE -IN 2 -1/4" DIA. (57,2 mm) 1/2" NPT PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 1/2" (12,7 mm) 1/4" (6,4 mm) MOUNTING PLATE 1/8" (3,2 mm) 1 -3/8" (34,9 mm) 1 -1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY2234) RESIDENTIAL PENDENT SPRINKLER ESCUTCHEON PLATE SEATING SURFACE 1 -5/8' (41,3 mm) 2 -1/4' (57,2 mm) 2 -7/8" DIA. (73,0 mm) WRENCH STYLE 20 FLATS RECESSED ESCUTCHEON RECESSED PENDENT WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH tqCf3 /Fire Building Products Technical Services. Tel: (800) 381 -9312 Fax: (800) 791 -5500 Series TY -FRB 2.8, 4.2, 5.6, and 8.0 K- factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Tyco® Series TY -FRB 2.8, 4.2, 5.6, and 8.0 K- factor Upright and Pen- dent Sprinklers described in this data sheet are quick response standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY -FRB Pendent Sprinkler where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two -piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two -piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely Page 1 of 10 tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature concentration of chemicals, and gas /chemical velocity should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed An intermediate level versions of the Series TY -FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY -FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model /Sprinkler Identification Numbers TY1131 Upright 2.8K, 1/2 "NPT TY1231 Pendent 2.8K, 1/2 "NPT TY2131 Upright 4.2K, 1/2"NPT TY2231 Pendent 4.2K, 1/2 "NPT TY3131 Upright 5.6K, 1/2"NPT TY3231 Pendent 5.6K, 1/2 "NPT TY4131 Upright 8.0K, 3/4 "NPT TY4231 Pendent 8.0K 3/4"NPT TY4831 Upright 8.0K, 1/2"NPT TY4931 Pendent 8.0K, 1/2 "NPT AUGUST, 2007 TFP171 TFP171 Page 3 of 10 ESCUTCHEON PLATE SEATING 1/2 SURFACE NPT 2 -3/16" (55,6 mm) I 1 -1/2" (38,1 mm) SSP DEFLECTOR 2 -5/16" (58,7 mm) 1 -9/16" (39,7 mm) 7/16" (11 1 mm) NOMINAL MAKE-IN PENDENT RECESSED PENDENT UPRIGHT 1 Frame 3 Sealing 4 Bulb 6 Deflector Temperature rating is indicated on deflector or adjacent to 2 Button Assembly 5 Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K- FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING 3/4" SURFACE NPT 1 SSP DEFLECTOR PENDENT 1/2" (12,7 mm) NOMINAL MAKE -IN 2 -7/8" (73,0 mm) DIA. 1/2' NPT 1 Frame 3 Sealing 4 Bulb 2 Button Assembly 5 Compression Screw STYLE 10 or 20 RECESSED ESCUTCHEON I 7—'7 WRENCH FLATS STYLE 30 or 40 RECESSED ESCUTCHEON .lam T WRENCH FLATS 2 -7/8" (73,0 mm) DIA. 3/4' NPT RECESSED PENDENT UPRIGHT 6 Deflector SSU DEFLECTOR SSU DEFLECTOR 7/16" (11 1 mm) NOMINAL MAKE -IN 2 -3/16" (55,6 mm) 1/2' (12,7 mm) NOMINAL MAKE -IN 2 1/4" (57,2 mm) FIGURE 4 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K- FACTOR, 3/4 INCH NPT CROSS SECTION CROSS SECTION Temperature rating is indicated on deflector or adjacent to orifice seat on frame. two I Fire &Building Products Technical Services- Tel (800) 381 -9312 Fax: (800) 791 -5500 Series DS -1 5.6 K- factor Dry Type Sprinklers Quick Response, Standard Coverage General Description The Tyco® Series DS -1 5.6 K- factor Quick Response, Standard Coverage, Dry Type Sprinklers are decorative 3 mm glass bulb automatic sprinklers de- signed for the following typical uses: where pendent sprinklers are re- quired on dry pipe systems that are exposed to freezing temperatures (e.g. sprinkler drops from unheated portions of buildings) where sprinklers and /or a portion of the connecting piping may be exposed to freezing temperatures (e.g. sprinkler drops from wet sys- tems into freezers, sprinkler sprigs from wet systems into unheated attics, or horizontal piping exten- sions through a wall to protect an unheated area of a building) where sprinklers are used on sys- tems that are seasonably drained to avoid freezing (e.g. vacation re- sort areas) WARNINGS The Series DS -1 Dry Type Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the IMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. The Series DS -1 Dry Type Sprinklers must only be installed in fittings that meet the requirements of the Design Criteria section. Model /Sprinkler Identification Numbers TY3235 (Pendent) TY3135 (Upright) TY3335 (Horizontal Sidewall) Technical Data Approvals UL and C -UL Listed. FM and NYC Approved. (Refer to Table A) Maximum Working Pressure 175 psi (12,1 bar) Inlet Thread Connection 1 inch NPT (Standard Order) ISO 7 -R1 Discharge Coefficient K 5.6 GPM /psi' (80,6 LPM /bar" Temperature Ratings Refer to Table A Finishes Sprinkler Natural Brass, Chrome Plated, White Polyester Escutcheon: White Coated or Chrome Plated, Brass Plated Physical Characteristics Inlet. Copper Plug Copper Yoke Stainless Steel Casing Galvanized Carbon Steel Insert Bronze Bulb Seat .Stainless Steel Bulb Glass Compression Screw Bronze Deflector Bronze Frame Bronze Guide Tube Stainless Steel Water Tube Stainless Steel Spring Stainless Steel Sealing Assembly Beryllium Nickel w/Teflon* Escutcheon Carbon Steel *Registered Trademark of DuPont Patents U.S.A. Patent No. 5,188,185 JANUARY, 2008 TFP51O Page 2 of 8 TFP51O Temperature Bulb Natural Chrome White Natural Chrome White Natural Chrome White Rating Color Code Brass Plated Polyester Brass Plated Polyester Brass Plated Polyester 135 °F /57 °C Orange 1,2,3,4 I 1 2, 4 1 2,3,4 155 °F /68 °C I Red 1, 2, 3, 4 I 1 2, 4 1, 2, 3, 4 175 °F /79 °C I Yellow 1, 2, 3, 4 I 1 2, 4 1 2, 3, 4 200 °F /93 °C I Green 1, 2, 3, 4 I 1 2, 4 1, 2, 3, 4 286 °F /141 °C I Blue N/A 1, 2, 3, 4 Notes: 1 Listed by Underwriters Laboratories, Inc (Maximum order length of 48 inches). 2. Listed by Underwriters Laboratories for use in Canada (Maximum order length of 48 inches). 3. Approved by Factory Mutual Research Corporation (Maximum order length of 48 inches) 4 Approved by the City of New York under MEA 352 -01 -E. Light and Ordinary Hazard Occupancies Only. Light Hazard Occupancies Only. N/A Not Available. PLUG WITH GASKETED SPRING PLATE SEAL GUIDE TUBE FRAME VENT HOLE DEFLECTOR TABLE A SERIES DS -1 QUICK RESPONSE STANDARD COVERAGE, DRY TYPE SPRINKLERS LABORATORY LISTINGS AND APPROVALS WATER TUBE INLET YOKE CASING INSERT 0 1 3 mm y BULB BULB SEAT COMPRESSION SCREW FIGURE 1 SERIES DS -1 QUICK RESPONSE DRY TYPE SPRINKLER ASSEMBLY SPRINKLER FINISH TY3235 Pendent TY3235 Pendent TY3335 Hor Sidewall w/ Standard w/ Std. Escutcheon with top of Recessed Escutcheon (Ref. Fig. 5) Deflector -to- Ceiling (Ref. Fig. 3) w/ Deep Escutcheon distance of w/ Wide Flange (Ref. Fig. 6) 4 to 12 inches Recessed Escutcheon w/o Escutcheon (100 to 300 mm) (Ref. Fig. 4) (Ref. Fig. 7) w/ Std. Escutcheon (Ref. Fig. 9) TY3135 Upright w/ Deep Escutcheon (Ref. w/o Escutcheon Escutcheon 10) w/o Escut (Ref. Fig. 8) (Ref. Fig. 11) WRENCH FLAT 1,2,4 1 2, 4 1,2,4 1,2,4 1,2,4 1 2* 3* 4 I 1* 2* 4 1* 2* 3** 4 I 1* 2* 4 1* 2* 3* 4 I 1* 2* 4 1 *,2 *,3 *,4 I 1* 2 *,4 1* 2* 3* 4 I 1 2 4 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCH FLATS FIGURE 2 W TYPE 7 SPRINKLER WRENCH V be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of )kar,Ove assembly. jurisdiction Fr ding vertica orientib ency of (testing or other installation re0nents. aqitehORee'POPIOne cover Replaceable seats and seat discs Modular construction Compact design Cast bronze body construction ToRmp.pq90•411 valve test cocks e `haV646 e'hittilierS 4 oncept which facilitates conl d assembly by retaining t r servicing e.A,yollable Models A04* 00*, s vititlitoilid4ttalner LBV without shutoff valves LH with locking handle ball valves (open position) HC with inlet/outlet five hydrant fittings Utular design Maintenance load. I 'Wail governing tb: authorities for local Installation requirements. MODEL 2000B DOUBLE CHECK VALVE ASSEMBLY 3/4" 2000B 2" 2000B HC Test Cocks Ce MI $11 M A 1 t, 11 CA feefa MI V I Irj "PM P. 4 i ElgrAMM IP' M alai" likiir wizerx.ii First Check Module Assembly Second Check Module Assembly AME FLUID CONTROL SYSTEMS 9'34466-2493 1485 Tanfoia0Ohue P.O. Box 1387 Woodland, CA 95776 FAX 530-666-5320 A Division of Watts Industries, Inc. �YU1 t zoo: 2000B -S 2000BM3 2000BM3 S 20008 2000B- ��J 1 /2 3 3 /4 1 2000B ECKVAV ASSEMBLY uY, 13 111/8 14 13 7 4to NTROL SYSTEth., A D sion of Watts Industr 1 ubscript 'S' Strainer Model It's! Model No. Size in. A B C D F G H I Weight lbs. A Specifications A double check backflow preventer shall be installed at each noted location.The assembly shall consist of two,positive seating check 14 sand rubber and seat internal e access lts. The ent seated ;ted, resilient mponents shall be through v er secured with stainless s sea dtl -te t Ames product specifications in U.S. customary units are rr mate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incumng any obligation to make such changes and modifications on Ames products pre ig p µGstauently sold. 45/8 2 6 2 3 5 4 3 6 6 3 3 6 5 4 7 4 3 7 5 3 9 16 3 3 9 8 3 9 Pressure Temperature 1/2" 2' Suitable for supply pressure up to 175 psi. Water temperature. 33 F to 180 °F Approvals The valve shall meet the requirements ofASSE Std. 1015 and AWWA Std. C510.Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. ASSE Std. 1015 AWWA Std. C510 IAPMO PS31, CSA B64.5 I 3 3 •3 3 3 3 5 5 5 5 6 6 SO 9001 1 CERTIFIED 1 2 2 21/8 2 111/16 1 3 3 3 3 3 3 G 2 2 1 1 1 11/16 111/16 2 2 2 2 2 2 4 5 5 6 12' 14 15 19 15 19 25 33 Documented Flow Characteristics 2000B 1 /2" _12 110 I I I 8 I I I I I I d 6 4 1 1 1 I I gt I I I I I I I o 2 I I q 1 I I 1 I 2 Flow Rate (gpm) 8 10 12 20 U' 8. 16 .3 12 m 8 4 o- 2000BM3 0 0 5 10 15 20 25 30 35 40 45 50 '5,60 Flow Rate (gpm) 2000B 14 n12 110 3 8 e 6 4 2 a 0 2000B 12 5. 10 Sn 3 m a 8 6 4 2 0 3 /4' 2000B 1 2000B 2" 50 100 150 200 Flow Rate (gpm) *Typical maximum system flow rate (7.5 ft. /sec.) 1" 1 /2" 20 40 60 80 100 120 Flow Rate (gpm) 530 666 2493 1485 Tanforan Avenue P.O. Box 1387 Woodland, CA 95776 FAX 530 666 5320 250 CENTRAL 513, 513D/513R 1 -03 Riser Manifold Figure 513, 513D/513R Commercial NFPA 13 Systems Floor Control High Rises Residential NFPA 13D/13R Systems Tyco Fire Products www.tyco grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 USA Customer Service /Sales: Tel: (215) 362 -0700 Fax: (215) 362 -5385 Technical Services: Tel: (800) 381 -9312 Fax: (800) 791 -5500 General Description See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information The Figure 513 513D/513R Riser Manifold provides all of the accessory equipment for a riser in a single assembly The availability of the Riser Manifold in different configurations allows cost effective riser installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13D/13R). The threaded ends of the 1 and 1''/2' bodies, the threaded by grooved ends of the 2' bodies, and the grooved ends of the 1'/2 6' bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters Laboratories, Underwriters Laboratories of Canada and Factory Mutual. Installation is simplified with one convenient take -out for the 1 and 1 threaded and 1 grooved versions, as well as one take -out for the 2' threaded by grooved and the grooved sizes 2' 6' The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optional relief valve assembly is available for locations which require relief valves on gridded systems. Riser Manifolds for use in Canada only are provided with a Water Flow Switch that has a Tamper Switch mounted inside for cover removal detection. 1 CENTRAL Grooved Piping Products Technical Data Figure: 513 (commercial) 513D (residential) 513D/513R (residential) Styles: Threaded or Grooved Sizes: 1 1'IZ" 2" 2W 3' 4° and 6" Approvals: UL, FM, and ULC Maximum Working Pressure: 175 psi Standard Finish: Painted Optional Accessories: Pressure Relief Valve Kit (see page 7) No. 28 -1.0 Figure 1 1 Threaded Residential Riser Manifold Figure 513D Approximate Trimmed Weight 7.5 lbs. (3.4Kg.) The width of the Riser Manifold is approximately 3 Note: Items 7 8 are used on Manifolds for use in Canada Only Figure 1 Bill of Material 1 Threaded Residential Riser Manifold Detail No. 1 Manifold Body F x F 2 j Potter Watertlow Switch VSR -SF w /Paddle 3 I Water Pressure Gauge 4 1 90° Street Elbow 5 W Close Nipple 6 W Ball Valve 7 Tamper Switch (ULC only) 8 I Label (ULC only) Description Figure 2 11/2 Threaded Residential Riser Manifold Figure 513D/513R Reference Figures 2 and 3 Bill of Materials (page 3) Approximate Trimmed Weight 8.7 lbs (3.9Kg.) 10.00 The width of the Riser Manifold is approximately 3W [254] Note: Items 16 17 are used on Manifolds for use in Canada Only 11.25 [285.8] Male x Male Body Option r [97] 10.00 [254] 2.13 No. Req'd 1 1 1 1 1 1 1 1 [54 1 2 A 4.50 [114.3] I TEST AND DRAIN m m .38 Part Number 976 363 -01 H- 416 -01 971 118 -02 H- 463 -075 H- 474 -12 971 116 -02 H- 419 -01 976 343 -01 3.63 [92.2] 5.38 [136.7] 4 FLOW a 2.88 [73.2] 9.75 [247 7] Approximate thread engagement. Note: Values shown in parenthesis are in millimeters TEST AND DRAIN O 11.38 [289.1] 23 .63 [16] I BOTH ENDS 63 [16] Approximate thread engagement. Note: Values shown in parenthesis are in millimeters Hydraulic Calculations for Maloney Heights Serenity House of Clallam County 2') -2203' West 18 St Port Angeles, Washington Date 6/7/10 Submitted by Unlimited Mechanical P O BOX 1457 Marysville, Washington 98270 360 -657 -2182 Table of Contents 2n floor dwelling unit #201 r floor dwelling unit #213 2 11d floor vaulted ceiling over stairs 1 floor Community room Design density 10 /entire area 1S floor dwelling unit #113 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 2ND FLOOR DWELLING UNIT #201 FLOW TEST RESULTS Water Supply STATIC 80 00 PSI RESIDUAL 65 00 PSI 2500 00 GPM CITY PRESSURE AVAILABLE AT SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 201 202 203 18 93 17 34 17 00 13 00 17 00 17 00 TOTAL WATER REQUIRED FOR SYSTEM TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 4 90 4 90 4 90 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 16 TO 201 53 3 GPM 79 99 PSI 14 93 12 52 12 04 53 27 GPM 53 27 GPM 48 00 PSI 0 00 PSI 17 70 FPS 06 -07 -2010 PAGE 1 6 16 Q 35 72 1 109 LR 06 -07 -2010 PAGE 2 SUBMITTAL SERIAL NO 2997Hyl MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA I I Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 202 203 1 109 L 10 00 C =150 PT 12 04 (203) Q 17 00 F =0 F 0 00 PE 0 00 BN T 10 00 0 0486 PF 0 49 201 202DQ 17 34 1 109 L 10 50 C =150 PT 12 53 (202) Q 34 34 F =E F 3 00 PE 0 00 BN T 13 50 0 1786 PF 2 41 16 201DQ 18 93 1 109 L 13 00 C =150 PT 14 94 (201) Q 53 27 F =T,2E F 13 60 PE 0 00 BN T 26 60 0 4024 PF 10 70 17 16DQ -35 72 1 109 L 65 00 C =150 PT 25 64 16) Q 17 55 F =T F 7 60 PE 0 00 CM T 72 60 0 0516 PF 3 75 7 17 1 109 L 17 00 C =150 PT 29 39 17) Q 17 55 F =2T,3E F 24 20 PE 3 90 LR T 41 20 0 0516 PF 2 13 PT 35 42 7) L 14 00 C =150 PT 25 64 16) F =T,4E F 19 60 PE 3 90 T 33 60 0 1921 PF 6 45 PT 35 99 6) 6 7 1 602 L 68 00 C =150 PT 35 41 7) Q 17 55 F =0 F 0 00 PE 0 00 CM T 68 00 0 0086 PF 0 58 5 6DQ 35 72 1 602 L 12 00 C =150 PT 35 99 6) Q 53 27 F =T F 12 00 PE 0 00 FM T 24 00 0 0671 PF 1 61 4 5 1 602 L 18 00 C =150 PT 37 60 5) Q 53 27 F =E F 3 00 PE 0 00 FM T 21 00 0 0671 PF 1 41 2 4 2 157 L 6 50 C =120 PT 39 01 4) Q 53 27 F =T,BV F 16 00 PE 2 82 FR T 22 50 0 0238 PF 0 54 1 2 2 157 L 5 50 C =120 PT 42 37 2) Q 53 27 F =E,DCA F 5 00 PE 0 87 FR T 10 50 0 0238 PF 0 25 2" Ames 2000ss Double Check Valve 2 77 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA Location Flow in From To GPM Pipe Size IN Fittings Devices 0 1 6 340 L 60 00 Q 53 27 F= T,GV,2E F 68 00 UN T 128 00 C =140 0 0001 06 -07 -2010 PAGE 3 Equiv Friction Pressure Length Loss Summary Ft PSI /Ft PSI PT 46 26 1 PE 1 73 PF 0 01 PT 48 00 0) SUBMITTAL SERIAL NO 2997Hyl MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 2ND FLOOR DWELLING UNIT #213 Water Supply STATIC 80 00 PSI RESIDUAL 65 00 PSI 2500 00 GPM 212 213 214 FLOW TEST RESULTS CITY PRESSURE AVAILABLE AT SUMMARY OF SPRINKLER OUTFLOWS SPR FLOW ACTUAL MINIMUM 17 34 17 00 17 63 FLOW K- FACTOR PRESSURE 17 00 17 00 13 00 TOTAL WATER REQUIRED FOR SYSTEM TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 4 90 4 90 4 90 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 7 TO 8 52 0 GPM 79 99 PSI 12 52 12 04 12 94 51 96 GPM 51 96 GPM 64 34 PSI 0 00 PSI 17 26 FPS 06 -07 -2010 PAGE 1 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 06 -07 -2010 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 212 213 1 109 L 10 00 C =150 PT 12 04 (213) Q 17 00 F =0 F 0 00 PE 0 00 BN T 10 00 0 0486 PF 0 49 211 212DQ 17 34 1 109 L 6 00 C =150 PT 12 53 (212) Q 34 34 F =0 F 0 00 PE 0 00 BN T 6 00 0 1786 PF 1 07 PT 13 60 (211) 211 214 1 109 L 5 00 C =150 PT 12 94 (214) Q 17 63 F =T F 7 60 PE 0 00 BN T 12 60 0 0520 PF 0 66 210 211DQ 34 34 1 109 L 8 00 C =150 PT 13 60 (211) Q 51 96 F =T F 7 60 PE 0 00 BN T 15 60 0 3843 PF 6 00 22 210DQ -28 37 1 109 L 5 00 C =150 PT 19 60 (210) Q 23 59 F =0 /T F 7 60 PE 0 00 CM T 12 60 0 0892 PF 1 12 12 22 1 109 L 14 00 C =150 PT 20 72 22) Q 23 59 F =T,4E F 19 60 PE 3 90 LR T 33 60 0 0892 PF 3 00 110 12 1 109 L 5 00 C =150 PT 27 62 12) Q 23 59 F =0 F 0 00 PE 0 00 CM T 5 00 0 0892 PF 0 45 8 110 1 109 L 53 00 C =150 PT 28 07 (110) Q 23 59 F =E F 3 00 PE 0 00 CM T 56 00 0 0892 PF 5 00 PT 33 07 8) 18 210 1 109 L 39 00 C =150 PT 19 59 (210) Q 28 37 F =T,E F 10 60 PE 0 00 CM T 49 60 0 1254 PF 6 22 8 18 1 109 L 13 00 C =150 PT 25 81 18) Q 28 37 F =T,2E F 13 60 PE 3 90 LR T 26 60 0 1254 PF 3 34 PT 33 05 8) 17 7 1 109 L 17 00 C =150 PT 49 57 7) Q 10 39 F =2T,3E F 24 20 PE -3 90 LR T 41 20 0 0196 PF 0 81 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 16 17 6 16 5 6 4 5 2 4 0 1 Q 10 39 Q 10 39 Q 51 96 Q 51.96 Q 51.96 Q 51 96 1 109 CM 1 109 LR 6 7 1 602 Q 41 57 CM 7 8 1 109 Q 51 96 FM 06 -07 -2010 PAGE 3 L 65 00 C =150 PT 46 48 17) F =T F 7 60 PE 0 00 T 72 60 0 0196 PF 1 42 L 14 00 C =150 PT 47 90 16) F =T,4E F 19 60 PE 3 90 T 33 60 0 0196 PF 0 66 PT 52 46 6) L 68 00 C =150 PT 49 57 7) F =0 F 0 00 PE 0 00 T 68 00 0 0424 PF 2 88 PT 52 45 6) L 37 00 C =150 PT 33 05 8) F =2E F 6 00 PE 0 00 T 43 00 0 3843 PF 16 52 PT 49 57 7) 1 602 L 12 00 C =150 PT 52 45 6) F =T F 12 00 PE 0 00 FM T 24 00 0 0641 PF 1 54 1 602 L 18 00 C =150 PT 53 99 5) F =E F 3 00 PE 0 00 FM T 21 00 0 0641 PF 1 35 2 157 L 6 50 C =120 PT 55 34 4) F =T,BV F 16 00 PE 2 82 FR T 22 50 0 0227 PF 0 51 1 2 2 157 L 5 50 C =120 PT 58 67 2) Q 51 96 F =E,DCA F 5 00 PE 0 87 FR T 10 50 0 0227 PF 0 24 2" Ames 2000ss Double Check Valve 2 82 6 340 L 60 00 C =140 PT 62 60 1) F= T,GV,2E F 68 00 PE 1 73 UN T 128 00 0 0001 PF 0 01 PT 64 34 0) SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 2ND FLOOR VAULTED CEILING OVER CENTRAL STAIRS DESIGN DENSITY 10 /ENTIRE AREA FLOW TEST RESULTS Water Supply STATIC 80 00 PSI RESIDUAL 65 00 PSI 2500 00 GPM CITY PRESSURE AVAILABLE AT SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 206 207 208 17 37 16 00 18 02 16 00 16 00 16 00 TOTAL WATER REQUIRED FOR SYSTEM TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 5 60 5 60 5 60 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 17 TO 204 51 4 GPM 79 99 PSI 9 62 8 16 10 36 51 39 GPM 51 39 GPM 45 68 PSI 0 00 PSI 17 07 FPS 06 -07 -2010 PAGE 1 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA Location Flow in From To GPM 205 207 204 208 Q 205 206 Q 6 16 7 17 Q Q 16 00 18 02 17 37 204 205DQ 16 00 Q 33 37 17 204DQ 18 02 Q 51 39 16 17DQ -30 52 Q 20 87 Q 20 87 30 52 5 6DQ 20 87 Q 51 39 06 -07 -2010 PAGE 2 Pipe Fittings Equiv Friction Pressure Size Length Loss Summary IN Devices Ft PSI /Ft PSI 1 109 L 18 00 C =150 PT 8 16 (207) F =T,E F 10 60 PE 3 90 BN T 28 60 0 0435 PF 1 24 PT 13 30 (205) 1 109 L 18 50 C =150 PT 10 36 (208) F =T,2E F 13 60 PE 3 68 BN T 32 10 0 0542 PF 1 74 PT 15 78 (204) 1 109 L 24 00 C =150 PT 9 62 (206) F =2E F 6 00 PE 2 17 BN T 30 00 0 0506 PF 1 52 1 109 L 7 00 C =150 PT 13 31 (205) F =T F 7 60 PE 0 00 BN T 14 60 0 1693 PF 2 47 1 109 L 4 00 C =150 PT 15 78 (204) F =T,2E F 13 60 PE 0 00 BN T 17 60 0 3764 PF 6 62 1 109 L 65 00 C =150 PT 22 40 17) F =T F 7 60 PE 0 00 CM T 72 60 0 0710 PF 5 15 1 109 L 14 00 C =150 PT 27 55 16) F =T,4E F 19 60 PE 3 90 LR T 33 60 0 0710 PF 2 39 PT 33 84 6) 1 109 L 17 00 C =150 PT 22 40 17) F =2T,3E F 24 20 PE 3 90 LR T 41 20 0 1436 PF 5 92 6 7 1 602 L 68 00 C =150 PT 32 22 7) Q 30 52 F =0 F 0 00 PE 0 00 CM T 68 00 0 0239 PF 1 63 1 602 L 12 00 C =150 PT 33 85 6) F =T F 12 00 PE 0 00 FM T 24 00 0 0628 PF 1 51 4 5 1 602 L 18 00 C =150 PT 35 36 5) Q 51 39 F =E F 3 00 PE 0 00 FM T 21 00 0 0628 PF 1 32 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 06 -07 -2010 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 2 4 2 157 L 6 50 C =120 PT 36 68 4) Q 5:. 39 F =T,BV F 16 00 PE 2 82 FR T 22 50 0 0223 PF 0 50 1 2 2 157 L 5 50 C =120 PT 40 00 2) Q 5 39 F =E,DCA F 5 00 PE 0 87 FR T 10 50 0 0223 PF 0 23 2" Ames 2000ss Double Check Valve 2 85 0 1 6 340 L 60 00 C =140 PT 43 95 1) Q 5] 39 F= T,GV,2E F 68 00 PE 1 73 UN T 128 00 0 0001 PF 0 01 PT 45 69 0.) SUBMITTAL SERIAL NO 2997Hyl MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 1ST FLOOR COMMUNITY ROOM DESIGN DENSITY 10 /ENTIRE AREA FLOW TEST RESULTS Water Supply STATIC 80 00 PSI RESIDUAL 65 00 PSI 2500 00 GPM CITY PRESSURE AVAILABLE AT 121 7 GPM 79 94 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 103 17 29 14 82 5 60 9 53 104 15 62 14 82 5 60 7 79 105 15 14 14 82 5 60 7 31 106 18 54 14 82 5 60 10 96 107 16 16 14 82 5 60 8 32 108 14 82 14 82 5 60 7 00 109 24 16 14 82 5 60 18 61 TOTAL WATER REQUIRED FOR SYSTEM TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 7 TO 101 121 73 GPM 121 73 GPM 64 43 PSI 0 00 PSI 20 34 FPS 06 -07 -2010 PAGE 1 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 06 -07 -2010 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 107 108 1 109 L 12 00 C =150 PT 7 00 (108) Q 14 82 F =0 F 0 00 PE 0 87 BN T 12 00 0 0377 PF 0 45 106 107DQ 16 16 1 109 L 12 00 C =150 PT 8 32 (107) Q 30 98 F =0 F 0 00 PE 0 87 BN T 12 00 0 1476 PF 1 77 101 106DQ 18 54 1 109 L 9 00 C =150 PT 10 96 (106) Q 49 51 F =T,E F 10 60 PE 0 87 BN T 19 60 0 3514 PF 6 89 PT 18 72 (101) 8 109 1 109 L 5 00 C =150 PT 18 61 (109) Q 24 16 F =T F 7 60 PE 0 87 BN T 12 60 0 0932 PF 1 17 PT 20 65 8) 104 105 1 109 L 12 00 C =150 PT 7 31 (105) Q 15 14 F =0 F 0 00 PE 0 00 BN T 12 00 0 0393 PF 0 47 103 104DQ 15 62 1 109 L 12 00 C =150 PT 7 78 (104) Q 30 77 F =0 F 0 00 PE 0 00 BN T 12 00 0 1457 PF 1 75 102 103DQ 17 29 1 109 L 9 00 C =150 PT 9 53 (103) Q 48 06 F =2E F 6 00 PE 0 87 BN T 15 00 0 3326 PF 4 99 101 102 1 109 L 10 00 C =150 PT 15 39 (102) Q 48 06 F =0 F 0 00 PE 0 00 BN T 10 00 0 3326 PF 3 33 7 101DQ 49 51 1 400 L 6 00 C =150 PT 18 72 (101) Q 97 58 F =T F 9 00 PE 0 00 BN T 15 00 0 3963 PF 5 94 17 7DQ -73 23 1 109 L 17 00 C =150 PT 24 66 7) Q 24 35 F =2T,3E F 24 20 PE -3 90 LR T 41 20 0 0945 PF 3 89 16 17 1 109 L 65 00 C =150 PT 24 65 17) Q 2 35 F =T F 7 60 PE 0 00 CM T 72 60 0 0945 PF 6 86 SUBMITTAL SERIAL NO 2997Hyl MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 6 16 1 109 L 14 00 C =150 PT 31 51 16) Q 24 35 F =T,4E F 19 60 PE 3 90 LR T 33 60 0 0945 PF 3 18 PT 38 59 6) 6 7 7 8 0 1 Q 97 39 Q 24 16 Q 121 73 06 -07 -2010 PAGE 3 1 602 L 68 00 C =150 PT 24 66 7) F =0 F 0 00 PE 0 00 CM T 68 00 0 2048 PF 13 93 PT 38 59 6) 1 109 L 37 00 C =150 PT 20 65 8) F =2E F 6 00 PE 0 00 FM T 43 00 0 0932 PF 4 01 PT 24 66 7) 5 6 1 602 L 12 00 C =150 PT 38 59 6) Q 121 73 F =T F 12 00 PE 0 00 FM T 24 00 0 3095 PF 7 43 4 5 1 602 L 18 00 C =150 PT 46 02 5) Q 121 73 F =E F 3 00 PE 0 00 FM T 21 00 0 3095 PF 6 50 2 4 2 157 L 6 50 C =120 PT 52 52 4) Q 121 73 F =T,BV F 16 00 PE 2 82 FR T 22 50 0 1099 PF 2 47 1 2 2 157 L 5 50 C =120 PT 57 81 2) Q 121 73 F =E,DCA F 5 00 PE 0 87 FR T 10 50 0 1099 PF 1 15 2" Ames 2000ss Double Check Valve 2 82 6 340 L 60 00 C =140 PT 62 64 1) F= T,GV,2E F 68 00 PE 1 73 UN T 128 00 0 0004 PF 0 05 PT 64 42 0) SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 1ST FLOOR DWELLING UNIT #113 FLOW TEST RESULTS Water Supply STATIC 80 00 PSI RESIDUAL 65 00 PSI 2500 00 GPM CITY PRESSURE AVAILABLE AT SUMMARY OF SPRINKLER OUTFLOWS 52 0 GPM 79 99 PSI ACTUAL MINIMUM SPR FLOW FLOW K- FACTOR PRESSURE 112 17 34 17 00 4 90 12 52 113 17 00 17 00 4 90 12 04 114 17 63 13 00 4 90 12 94 TOTAL WATER REQUIRED FOR SYSTEM 51 96 GPM TOTAL WATER REQUIREMENT 51 96 GPM PRESSURE REQUIRED AT 0 59 48 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 00 PSI MAXIMUM VELOCITY FROM 7 TO 8 17 26 FPS 06 -07 -2010 PAGE 1 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA 06 -07 -2010 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 112 113 1 109 L 10 00 C =150 PT 12 04 (113) Q 17 00 F =0 F 0 00 PE 0 00 BN T 10 00 0 0486 PF 0 49 111 112DQ 17 34 1 109 L 6 00 C =150 PT 12 53 (112) Q 34 34 F =0 F 0 00 PE 0 00 BN T 6 00 0 1786 PF 1 07 PT 13 60 (111) 111 114 1 109 L 5 00 C =150 PT 12 94 (114) Q 17 63 F =T F 7 60 PE 0 00 BN T 12 60 0 0520 PF 0 66 110 111DQ 34 34 1 109 L 8 00 C =150 PT 13 60 (111) Q 51 96 F =T F 7 60 PE 0 00 BN T 15 60 0 3843 PF 6 00 12 110DQ -31 66 1 109 L 5 00 C =150 PT 19 60 (110) Q 20 30 F =0 F 0 00 PE 0 00 CM T 5 00 0 0675 PF 0 34 22 12 1 109 L 14 00 C =150 PT 19 94 12) Q 20 30 F =T,4E F 19 60 PE -3 90 LR T 33 60 0 0675 PF 2 27 210 22 1 109 L 5 00 C =150 PT 18 31 22) Q 20 30 F =0 /T F 7 60 PE 0 00 CM T 12 60 0 0675 PF 0 85 18 210 1 109 L 39 00 C =150 PT 19 16 (210) Q 20 30 F =T,E F 10 60 PE 0 00 CM T 49 60 0 0675 PF 3 35 8 18 1 109 L 13 00 C =150 PT 22 51 18) Q 20 30 F =T,2E F 13 60 PE 3 90 LR T 26 60 0 0675 PF 1 80 PT 28 21 8) 17 7 16 17 Q 10 39 Q 10 39 1 109 L 17 00 C =150 PT 44 72 7) F =2T,3E F 24 20 PE -3 90 LR T 41 20 0 0196 PF 0 81 1 109 L 65 00 C =150 PT 41 63 17) F =T F 7 60 PE 0 00 CM T 72 60 0 0196 PF 1 42 SUBMITTAL SERIAL NO 2997Hy1 MALONEY HEIGHTS SERENITY HOUSE OF CLALLAM COUNTY 2203 WEST 18TH ST PORT ANGELES, WA Location Flow Pipe Fittings Equiv Friction Pressure in Size Length Loss Summary From To GPM IN Devices Ft PSI /Ft PSI 6 16 1 109 L 14 00 C =150 PT 43 05 16) Q 10 39 F =T,4E F 19 60 PE 3 90 LR T 33 60 0 0196 PF 0 66 PT 47 61 6) 8 110 5 6 4 5 2 4 Q 31 66 1 109 CM 6 7 1 602 Q 41 57 Q 51 96 Q 51 96 Q 51 96 CM 06 -07 -2010 PAGE 3 L 53 00 C =150 PT 19 59 (110) F =E F 3 00 PE 0 00 T 56 00 0 1537 PF 8 61 PT 28 20 8) L 68 00 C =150 PT 44 72 7) F =0 F 0 00 PE 0 00 T 68 00 0 0424 PF 2 88 PT 47 60 6) 7 8 1 109 L 37 00 C =150 PT 28 19 8) Q 51 96 F =2E F 6 00 PE 0 00 FM T 43 00 0 3843 PF 16 52 PT 44 71 7) 1 602 L 12 00 C =150 PT 47 60 6) F =T F 12 00 PE 0 00 FM T 24 00 0 0641 PF 1 54 1 602 L 18 00 C =150 PT 49 14 5) F =E F 3 00 PE 0 00 FM T 21 00 0 0641 PF 1 35 2 157 L 6 50 C =120 PT 50 49 4) F =T,BV F 16 00 PE 2 82 FR T 22 50 0 0227 PF 0 51 1 2 2 157 L 5 50 C =120 PT 53 82 2) Q 51 96 F =E,DCA F 5 00 PE 0 87 FR T 10 50 0 0227 PF 0 24 2" Ames 2000ss Double Check Valve 2 82 0 1 6 340 L 60 00 C =140 PT 57 75 1) Q 51 96 F= T,GV,2E F 68 00 PE 1 73 UN T 128 00 0 0001 PF 0 01 PT 59 49 0)