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2928 JEFFERSON ST; ; AS010104; Permit
9/14/22, 10:58 AM AS010104 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS010104 2928 JEFFERSON Job Address: ST Permit Type: SPRINK Parcel No: 2033540500 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 5/22/2001 Approved: 6/21/2001 Issued: 6/21/2001 Inspector: Project Title: ESCROW TRANSFERS Applicant: Owner: MEISSNER LINDA M TRUST 03-09-99 1275 HOOVER ST CARLSBAD CA Fees ($) Add'I Fees ($) I Total ($) Balance ($) 567.5 0 567.5 0 about:blank 1/1 c:: 'Li IL.__ •-r :r C) 53 F c: EE3CF(JL 2928 JEfferi EC!1: St e?Et c::c 1 e.b\cJ rn :1 •t t ALPHA FIRE PROTECTION P.O Box 598 Vista Ca 98085 :c eE.ip n Spec i fic ra t icne Wkte:r Supply InformEtt ion 5vsF:.m emenri :ci tY a. 15O s:x: ps.i. •OC cipm +'2'.S4 pel :o€ . i. :;ao - C, r) _ 00 c 1- 20 0 qpm iicse :i. :[:)*F.--..--t,j tEE!fB EfE'a't' iEcztcr- a 35 3 ..... .... ..... .Ari.:r::xr: ... ... I L1 D E 57Lff75T/ L.-).Et cf..ittici Abbrevi.eti.r E>emp i.e 'E2TC" one Std E 1 c tc C.. I .. TEE .acn.:I one Check Ye (2eieDecript.ion Coc.ie:t)e:.c.iipl:iriri A Alerm Ye H Vic 0 V :E:u t f, 1 y V a Vic tee F CFVC 9C:' Cl L .. (tva J f) a DF'peVe : Wefe:r chk R TEE ON.I FJN '1 Copper Tee a Std Elbr!,.., L LonqUuimiE1 S CFVC 4% 2 Copper 90 Elbo 1 a CI. TEE S a Ga e Ye N C:OUP Celc::sD yf:J::c. h€ackec 5 ." 0 1000 1500 2000 2500 3000 3500 400i 4500 Pressure vs Flow p 77.00 1350 .00 0 4842.89 r, FRI. 4,211h 91-111 ES;F=Eiiz:E; B4 E1B I - r -f — !r-b E-3 t; r- s.t; t::;:..-- :.. isL rii::: ir / :1. T=5/' C. ::L 0 Des ign density .15 Supplied flow and pressure is i:i.ei on 47.84 ps i 83.40 p. Is actually available alculations performed byveloc i ty pressure method Ref. PRESSURE K FLOW P1: F'' Pn :.C:.t_fl i_ Ac:t_.i. Minimum 20:1 8.45 8+5 5.60 16.3 :16.3 2.02 974 031, 9.43 5.60 17,.3 16.3 203 t::'+ 0,.72 9..43 %.é:.) 17'+ :143 s'.o'+ ii. i. :18.0 :16.3 30. 11.16 11.16 5.60 :187 16.3 206 91 040 11.52 5.60 j.?_o 16.3 207 10,37 10.37 8.60 180 163 20.8 9.2c: 92.::: 5.60 17.0 16.3 19 10.60 0.34 10.26 i 17.9 1 6 .3 210 11.26 023 10 . 4 5.60 :iEi 16.3 211 1268 .1.43 11.25 5.60 18.8 16.3 212 13..02 13.::2 5.60 20.2 16_3 213 1388 ()..46 1342 5_60 20_5 16.3 214 11 .27 11.27 5_60 18_8 16_3 815 125 0_41 :12.54 s..&: 19.8 16.3 216 13.74 0.96 18.79 5.60 20.0 16.3 217 15.45 1.75 13.70 5,,60 20_7 1.63 available at; suppl y Percent Ref . Excess Pt. c:_c:: 201 5.5•% 202 20% 10.44. E)'+ 14_'7% 205 16.6% 206 10 .4% 807 4.3% 208 9.8%. 809 1.1. ;8i:) 13% 211 212 2.5.8% 213 15.3% 214 21.5% 215 816 27.0% 217 c::F J'::L ll<: I. 'r e.ciI F 1 'JIiEi job t:ci ESCROW TRANSFERS S CaIcs Byn 4FF' 5 /15/01 ::'.i -Ell .3b Nc EE:C,RC)4 Eiev. REF. Fic Pt Pf PE Pt REF. EI. F R IC 110 N L 0 S S C A I CU I A Ti 0 N S kle iocity ft. POINT qp pi ps pE.i pi POINT ft. Leqth FiitnQ arqth Total P1/ft Di C F1 iw iE 08.831 :.: 63.9 :. 14.13 -2.47 0.00 i1.6 6 204 3.83 i.so 1 o 3.30 0.297 1.416 120 69.9 i+.o 8.83 1 (<124.6 (< 14.13 .17 0.36 19.65 A 8.00 0.83 1 9.02 9.35 0.423 1.650 120 124.6 19.6 9.33 1 ss. :> 14.13 . o.2 12.52 n .33 2,25 1 6.80 .os 0.201 1.414 120 55.8 2.93 2 >> 71.8 1> 15.35 -2.67 0.00 12.48 211 8.33 1.50 1 6.30 8.30 0.322 1.416 120 71.8 1.6 3.83 2 )> 40.7 >> 15.35 -1.47 0.00 13.98 213 3.33 6.25 1 4.90 13.05 0.112 1.416 120 40.7 9.3 8.93 2 < 112.6 (< 15.35 3.45 0.34 19.14 B 8.00 0,83 1 9.02 9.85 0.350 1.450 120 112.4 16.8 8.93 201 <( 1.6.3 << 9.45 1.29 0.00 9.74 202 9.83 7,75 4E 9.51 17.24 0.075 1.037 120 16.3 5.6 3.83 202 << 33.5 << 9.74 0.. 41 0.00 10.34 203 3.33 7.75 7.75 0.079 1.414 120 33.5 6.8 3.93 203 (< 50.8 10.34 1.31 0.00 11.66 204 9.33 7.75 7.75 0.170 1.414 120 50.9 10.3 9.83 205 << 12.7 << 11.16 0.75 0.00 11.91 206 8.83 7.75 7.75 0.097 1.027 12 13,7 6.5 3.83 204 c< 37.7 << 11.91 0.39 0.22 12.52 XI 8.33 4.00 4.00 0.098 1.414 120 77 8.83 207 << 1:3.0 << 10.37 1.94 0.22 12.52 XI 9.33 10.75 2E1 10.70 21.45 0.090 1.037 120 18,0 6.2 8.33 203 17.0 << 9.20 1.40 0.00 10.60 209 6.83 7.75 4E 9.51 17.26 0.091 1.087 120 17.0 5.9 9.83 209 <( 34.9 << 10.40 0.66 0.00 11.26 210 9.33 7.75 7.75 0.085 1.414 120 34.9 7.1 8.33 210 <( 53.1 << ii.2 1.42 0.00 12.68 211 8.83 7.75 7.75 0.124 1.416 120 53.1 10.8 8.83 212 (< 20.2 << 12.02 0.84 0.00 13.88 213 8.83 7.75 7.75 0.111 1.087 120 20.2 7.0 3.83 214 <: 13.3 << 11.27 1.68 0.00 12.95 215 3.83 7.75 4E 9.51 17.26 0.099 1.037 120 19.8 6.5 3.03 215 << 38.6 (< 12.95 0.79 0.00 12.74 216 8.83 7.75 7.75 0.102 1.416 120 38.6 7.8 3.33 214 c< 59.7 (( 13.7 1.71 0.00 15.45 217 8.93 7.75 7,75 0.2-21 1.416 120 58.7 11.9 83 217 15 '5 321 0 c 19 7 3 383 1 5" T 91 8 C87 1 4' Li 4 8.83 3 << 79.4 (( 18.67 1.31 0.36 20.94 C 3.00 0.83 1 9.02 9.85 0.184 1.650 120 79.4 11.9 8.00 A (< 124.6 (( 18.65 0.51 0.00 19.16 .3 8.00 14.00 14.00 0.034 2.731 120 124.6 4.8 8.00 .3 <<237.2 19.16 1.67 0.00 20.84 C 8.00 14.00 14,00 0.120 2.731 120 237.2 13.0 0.50 BOR ):; 314.5 >> 43.43 -1.84 -3.91 37.39 TOP.9.50 9.00 9.00 0.20 2,731 120 316.5 17.3 0.50 BOR <<316.5 (< 43..3 0.32 1.52 45.43 U31 -3.00 8.00 L 10.75 13.75 0.017 4.280 140 316.5 7.0 9.00 C <<314.5 << 20.84 17.71 -0.65 37.89 TOP 9.50 73.75 2L 13.07 86.92 0.204 2.731 120 314.5 17.3 - -5.00 SOP :> 316.5 %::.•> 47.34 -1.50 -0.97 45.42 UGI -3.00 SS.So 319 39.99 94.39 0.014 4.240 150 314.5 7.2 C::1c:E. BY FF F. th 8u.c1-1i' I ivt.: '..v; E::FJIt- j,,-!b ic:' 5/ :L./Oi. 13','sk;ecc: Principal path eds Path:2 at Pt:! Path:4 at Pt:B Path:5 at Pt:B , Path:6 at Ft:C Ref Ele,Pressure psi icw IqpP1i 'eoc 3'aa Actual F ftiig Fitting Total Frict.L,,ss Elev. Loss 1e Ref Pt. ft. Pt Pv Fn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi ;ft.) Press Pt. (CiEO) 01 3.83 8.45 3.45 5.60 16.3 16.3 5.61 1.037 7.75 4E 9.51 17.26 0.075 1.29 9.74 202 202 8.83 9.74 0.31 9.43 5.40 17.2 33.5 6.80 1.416 7.75 7.75 0.078 0.51 10.34 203 203 8.83 10.34 0.72 9.63 5.60 17.4 50.8 10.33 1.414 7.75 7.75 0.170 1.31 11.66 204 204 8.83 11.66 1.32° 11). 34 5.50 13.0 53.7 13.99 1.416 1.50 T 6.80 3.30 0.297 2.47 14,13 1 1 3.23 14.13 14.13 55.3 124.618. 65 1.650 0.33 T 9.02 9.85 0.423 4.17 0.36 0.33 113.65 A A 8.00 18.65 13.65 124.6 6.81 2.731 14.00 14.00 0.036 0.51 19.16 B B 3.00 19.15 19.15 112.6 237.2 12.95 2.731 14.00 14.00 0.120 1.57 20.34 C C 8.00 20.34 20.34 79.4 316.5 17.29 2.731 73.75 2L 13.07 85.82 0.204 17.71 -0.65 1-1.50 137.89 TOR TOR 9.50 37.39 37.89 316.5 17.29 2.731 9.00 9,00 0.204 1.34 3.91 19.00 143.63 BUR {C140) 809. 0.50 43.63 43.63 314.5 7.04 .280 8.00 L 10.75 13.75 0.017 0.32 1.52 13.50 145.48 (131 (C150) UGI -3.00 45.48 45.48 316.5 7.17 4.240 55.50 3L6 33.39 94.39 0.015 1.50 0.87 (2.00 )47.84 EOR 3019 -5.00 47.84 AAA/cA Ft;!"i --Ft:- l-°°c: ii El. Fed by path No.1 (We = I = s = Path:3 at Pt:XI Ref Elev. Pressure isi) K Flow (gpa) Velc.c Diem. Actual Fitting Fitting Total Frict.LOE.5 Elev. Loss Neit Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Prose Pt. 1C120) 205 8.83 11.16 11.16 5.50 18.7 18.7 6.45 1.087 7.75 7.75 0.097 0.75 11.91 205 204 8.83 11.91 0.40 11.52 5.60 19.0 37.7 7.66 1.416 4.00 4.00 0.098 0.39 0.22 10.50112.52 Ii Xi 8.33 12.52 12.52 13.0 55.3 11.33 1.415 2.25 T 6.30 9.05 0.201 1.32 -0.22 1-0.50 114.13 1 1 8.83 14.13 AS,AA./ A AAAA Path K°--Fac: tc.r 14. 83 ii 13 Fed by path No.2 Ref Elev. Pressure 1p511 K Flow 1pe) Yeloc 01aa. Actual Fitting Fitting Total Frict.Loss Eiev. Loss Next Ref Pt. ft. Pt Pi Rn Factor Added Total fps in. Length Suaeary Length Length per Total Psi (ft.) Press Pt. (C=120) 207 3.33 10.37 10.37 5.60 13.0 18.0 5.22 1.0.87 10.75 EET 10.70 21.45 0.090 1.94 0.22 (0.50 112.52 Xi 11 8.33 12.52 AAAAA }f 1- V-F........... L;31Cei By 4' L°iec-k,='d By' - I r t ['-i 1; h St.. '•' Fr n toi.t for EESc:Fnw TRP:3FE:Rs Job No 5/ 15/01 System Dia',t I Fed by path No.! - ef Eiev. Pressure (psi) K Flow (qps) Veloc Dias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref ft Pt Fi nt Factor Added Total fos in. Length Summary Length Length per.ft To I tal Psi tft're: (N120) 203 8.83 9.20 9.20 560 17.0 17.0 5.36 1.087 7.75 4E 9.51 17.26 0.081 1.40 10.60 209 209 8.23 10.60 0.34 10.26 5.60 17.9 34.9 7.10 1.416 7.75 7.75 0.035 0.86 11.26 210 210 8.83 11.26 0.78 10.48 5.60 18.1 53.1 10.78 1.416 7.75 7.75 0.184 1.42 12.63 211 211 8.83 12.88 1,43 11.25 5.50 18.8 71.8 14.60 1,416 1.50 1 6.80 3.30 0.322 2.67 15.35 2 2 8.33 15.35 15.35 40.7 112.6 16.84 1,650 0.83 1 9.02 9.85 0.350 3.45 0.36 0.33 )19.16 B B 8.00 19.16 AAAAA A.'..... Fet.h K-fec:f;c' 25.71 Fed by path Ho.! - Ref Elev. Pressure (psi) K Flow (qp) Veloc Diac. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) PrCE.E R. (6:120) 212 8.83 13.02 13.02 5.60 20.2 20.2 6.97 1.087 7.75 7.75 0.111 0.86 13.83 213 213 8.83 13.83 0.46 13.42 5,60 20.5 40.7 3.27 1.416 6,25 1 6.80 13.05 0.112 1.47 15.35 2 2 8.33 15.35 15.35 71.8 112.6. 16.34 1.650 0.83 T 9.02 9.35 0.350 3.45 0.36 10.83 )19.16 B 8.00 19.18 1, /,A ,.A ,•-hh .._F ec_t;:.25 71 Fed by path Ho.! Ref Elev. Pressure !psi) K Flow (gpa} Veloc Bias. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Py Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 'C=1201 214 3.83 11.27 11.27 5.60 18.8 18.8 6.48 1.087 7.75 4E 9.51 17.26 0.098 1.63 12.95 215 215 8.83 12.95 0.41 12.54 5.60 19.8 38.6 7.85 1.416 7.75 7.75 0.102 0.79 13.74 216 216 8.83 13.74 0.96 12.79 5.60 20.0 53.7 11.92 1.416 7.75 7.75 0.221 1.71 15.45 217 217 8.83 15.45 1.75 13.70 5.50 20.7 79.4 16.13 1.416 1.50 T 6.80 8.30 0.337 3.21 13.67 .3 3 8.83 18.67 18.67 79.4 11,88 1.650 0.83 T 9.02 9.85 0.134 1.31 0.36 0.33 )20.84 C C 8.00 20,84 AAAAAA F't;b ::--FE:*c.y-= 1'7 3c' Ce]. cs Ety'a FF Cbs's ks'c:) }3y. f3 r''r. ''j -• :c M ILJ i.... :r :: i () C3 FR EL.E3: ti: F;:C)LJ "c:::-..r-. --------------------------------------------------------------------------------- EEB Jefferson jefferson Street Car l sbad Ca in :1 tt s_c::ll ----------------------------------------------------------------------------------- ALPHA FIRE PROTECTION P.O. 8u 598 Vista Ca 92085 Spec ific at ions Wat er Supply Informat ion System Demand Density M 0.100 30:: psi @ OOC:' qpm 65.07 psi Design Areas 1500.00 77.00 psi ) 1350.00 158.4 ppm - 100 q:cn Ho se EE1,•'i. ::p:-.anri ;Ii) 4!E:31 !25i t:li is. i. .-ty c: ii.. . -s AIR)! ------------- 39 ( -~p4e',t' Ji4X List of Fitt ing Abbrev iations Eccicp:Ls. 'E2TC' = one Std. Elbow, c. I., TEE and one Check Va Code Mescription CodeDesc:.....ir..I..jc:.1 Code :Description L:dDesc ....ipticn Vic 45 0 B Butt "flyVa I g Vic tee F CF:Vc::: 9p C i Check Va j a e 1 0 CFVC TEE :x: B Drypipeva K z Wafer chk R i:Fi ON RUN Y i Copp er Tee St d. E::1bc. L L.cT..-iEi S c::Fvc 45 Z 2 C::p€- 90 45 Elbow '1 T C.I.TEE Li '.j c:Fv: cc:.Ir: C:klc::E. By FF 0hc:!::sd 5/15/01 -h. r.::f.-.........- ,,... ..................... Of.. ................... .... 66.0 60.0_ 54.0 46.0 42.0_ 36.0 30.0 24.0 18.0 12.0 0,61.5 i 0.0 0 1000 1500 2000 2500 3000 3500 4000 4500 102.0_ 96.0 90.0_ 72.0 74.! 3 258) Freure v Flow o . 77 00 1350 00 0 4BL2.89 3L: FR. [3J r::Fr;;c E?EE3 .J &i -ti- .c:!1j-1 E3 t; r€i :i •.!1•:D Lc:1 i--q. EEr 1•C:it. h.. m-: 1. s'r .t.;rj E-::." F 1. Jcb Ncr ESCRO1. TFr.SFERS cri dens . J. S u p p Led fl. c vt atd pressure based c.:n psi if rp3 i - <U.dJ, ti t: i. cns perfcrrmer_i by yp]• 'r t' pressure ms'thcd Ref FRESSURE K FLOW Fe c: tcr r Ac: tu.e 1 N in i mum 301 '7;73 7'73 5 15.6 :L'•E 3(:'3 e.:Q :),3J 8,3i i:)j. A.48 C:3 94E3 C:':, 8.83 11.41 122 1O.l.9 1 7 .9 143 305 b99 S99 :L'8 3C:é 8(:8 02é '7.82 30 J.37 148 '' -i 5.D) :17.3 30% 23.47 25..47 3é,0 28.3 148 L lebie el supp1y .r ... C:e}.cs By AFP Chrc:ked siill Esc::Ro.i TFN1;FEF3 Elev. REF. F 1 ew Pt Pf Pe Pt REF. Elev. FRICTION LOSS CALCUL4TIONS 0iocity ft. P01141 qpi P.-" pai pai psi P01141 ft. Length Fttinp Leng th Total Pt/ft E-jaFs C F1ci fpi 04.50 301 ee 156c 7.73 0600 953323450 1251 135017109720 15 5 3450 302 ' 31.7 859 A.89 6.00 9.48 303 34.50 1251 !2.5 i 1 +ic 12 31 34.50 303 43.4 ee 9.43 1,93 0.00 11.41 304 34.50 12.50 12.50 0.155 1.414 120 43.4 9.3 34.50 304 << 66.2 11.41 8.59 0.00 20.00 5 34.50 24.25 1 6.80 31.05 0.277 1.416120 66.2 13.5 3?.25 305 (< 14.3 << 6.99 1.08 0.00 8.08 306 39.25 12.50 2E 4.76 17.26 0.063 1.087 120 14.3 5.1 39.25 306 <( 30.5 3.08 0.92 0.00 8.90 307 39.25 12.50 12.50 0.066 1.416120 30.5 6.2 39.25 307 46.6 (' 8.90 1.80 0.00 10.70 308 39.25 12.50 12.50 0.144 1.416 120 46.6 9.5 39.25 308 <( 63.9 (< 10.70 8.04 0.00 18.75 6 39.25 24.35 1 6.80 31.05 0.259 1.416 120 43.9 13.0 39.25 309 << 28.3 << 25.47 1.73 0.00 27,25 7 39.25 24.25 1 6,30 31.05 0.057 1.416 120 23.3 5.7 34.50 5 < 66.2 <' 20.00 1.25 0.22 21,46 E 34.00 0.50 T 9.02 9.52 0,131 1.650 120 66.2 9.9 39.25 4 63.9 18.75 1.75 2.28 22.73 F 34.00 5.25 1 9.02 14,27 0.123 1.650 120 63.9 9.4 39.25 7 28.3 27.25 0.39 2.29 29.92 6 34.00 5.25 1 9.02 14.27 0,027 1.650 120 29.3 4.2 0.50 80R >> 158.4 >> 62.18 -0.51 -3.91 57.76 TOR 9.50 9 9.00 0.057 2.731 120 158.4 3.7 0. Si BOR 158.4 62.18 v t 52 3 9 HC1 -3.00 8.00 L 11 5 18 5 v . 29' 1 I3 35 34.00 2 '< 66.2 <' 21.46 1.31 0.00 22.78 F 34.00 10.00 10.00 0.131 1.650 120 66.2 9.9 3.00 F <' 130.1 '< 22.73 7.45 0.00 30.23 H 34.00 7.25 1 9.02 16.27 0.458 1.650 120 130.1 19.5 34.005: 26.3 29.92 0.32 0.00 30.23 H 34.00 2.47 T 9.02 11.68 0.027 1.650 120 28.3 4.2 34.00 H <' 153.4 30.23 7.40 0.00 37.63 I 34.00 32.00 E 5.59 37.59 0.197 2.115 120 158.4 14.4 34.00 1 158.4 << 37.63 9.50 10.63 57.74 TOR 9.50 31.50 bE 16.77 43.27 0.197 2.115 120 158.4 14.q -5.00 SOR >> 152.4 65.07 -0.42 -0.37 43.79 UGI -3.00 55.50 3L9 38.89 94.39 0.004 4.240 150 158.4 3.6 9 t F'a.t:1li Pricipai path Ref Elev. Pressure (psilK Flow qp,.i} Veloc Dias. Actual Fttq FittirQ iotal. Frict.Loss Elev. Loss Next Ref Pt. ft. Pt N N Factor Added Total fps i::. Length Sueeary Length Length per.ft Total Ps (ILl Press Pt. 301 34.50 7.73 7.73 5.60 15.6 15.6 5.37 1.037 12.50 12.50 0,069 0.86 3.59 302 302 34.50 8.59 0,23 8.31 5.60 16.1 31.7 4.44 1.416 12.50 12.50 0.071 0.39 9.48 303 303 34.50 9.48 0.65 2.33 5.60 16.6 43.4 3.32 1.416 12.50 12.50 0.155 1.93 11.41 304 304 34.50 11.41 1.22 10.19 5.60 17.9 64.2 13.44 1.414 24.25 1 4.80 31.05 0.277 8.59 20.00 5 5 34.50 20.00 20.00 66.2 9.91 i.50 0.50 1 9.02 9.52 0,131 1.25 0.22 f".501, :21.44 E 8 34 (0 21.44 21.46 64.2 9.91 1.450 10.00 10.00 0,131 1,31 22.78 F F 34.00 22.73 22.73 43.9 130.1 19.47 1.650 7.25 1 9.02 14.27 0.458 7.45 30.23 H H 34.00 30.23 30.23 29.3 158.4 14.43 2.115 32.00 8 5.59 37.59 0,197 7.40 37.63 1 I 34.00 37.63 37.63 153.4 1.43 2.115 31.50 18 16.77 48.27 0.197 9.50 10.43 (24.50 (57.76 TOP TOP 9.50 57.76 57.76 158.4 8.65 2.731 9.00 9,00 0,057 0.51 3.91 1 9.00162.13 BOR iC140) 80R 0.50 62.18 62.18 153. 3.52 4.230 8.00 L 10.75 18.75 0.005 0.09 1.52 3.50 163.7q U6i 1C15c( liSt -3.00 43.79 43.79 158.4 3.59 4.240 55.50 3L6 38,89 94.39 0.(110 0.42 0.87 (2.00)65.07 SOR SOP -5.00 65.07 F'tt;h K-Fo::t.c'i= 19 4ZZ. 1: li ".1CI d by path Mo.1 Ref Elev. Pressure 1ps11 K Flow (epa) Veloc Diaa, Actual Fitting Fittircq Total Frict.Loss Elev. Loss Neat Ref Pt ft Pt Pv Pr Factor Added Total Fs it Length Suea y Length Length per .ft Total Psi Jt.) Press P t. (Ci20i 5 39.25 6.99 6.99 5.60 1 S 3 5 1 37 12.50 2E ', Th 17.26 1a3 I 8 8.08 306 36 39.25 9.08 0.26 732 5. AGO iS? 36 a I 12 120.066 0.812 SQO 37 307 39.25 8.90 0.60 8.30 5.60 16.1 46.4 9.47 1.414 12.50 12.50 0.144 1.30 10.70 308 303 39.25 10.70 1.13 9.57 5.60 17.3 43.9 12.99 1.416 24.25 1 6.90 31.05 0.257 8.04 18.75 6 6 39.25 18.75 18.75 63.9 9.56 1.450 5.25 1 9.02 14.27 0.123 1.75 2.23 (5.25 122.78 F F 34.00 22.79 AAAAA Fath K-Factcv = :13 .39 C c By:: AFF Ch.ackad By Hyperc:a1c: Prc rarc by C:rc<t1f'/ C)aasi.cin E;rcup 41. Succcriit y F I it:'ut fcr ECROW TRP3FEF3 Job. i1c: 5/ 15'o1. Fad by path ?o.1 Of Pt. ft. Pt N' Pn Factor Added Total fps in. Length Summary Length Lanqth per.ft Total Psi ?ft.) Press Pt. 'C=lEO) 309 39.25 25.47 25.47 5.60 28.3 28.3 5.74 1.416 24.25 T 6.80 31.05 0.057 1.78 27.25 7 7 39.25 27.25 27.25 28.3 4.23 1.650 5.25 1 9.02 14.27 0.027 0.39 2.28 15.25 )29.92 6 6 34.00 29.92 29.92 28.3 4.23 1.650 2.67 1 9.02 11.68 0.027 0.32 30.23 H H 34.00 30.23 AAAAAA AAAAA Feth K-F:t:'r 5. 14 C c F3yF7 P Checked By - *3)35:j.* Hyerc:a1c: Pcoqr em by Cro1ey DeIcn Group9 (2.1.E:'--337--7OO 0 E.Q. Brace Analysis for garage Most demanding zone of influence includes: 2 lines at end of tree and 30' of 2 1/2" main Spacing per plan feet of pipe size Dyna-Thread totals 53.5 * 1.97 lbs/ft = 105.40 lbs 46.5 of 11/4" * 2.82 lbs/ft = 131.13 lbs 1.6667 of 11/2" * 3.47 lbs/ft = 5.78 lbs 0 * 4.86 lbs/ft = 0.00 lbs subtotal= 242.31 lbs feet of pipe size Dyna-Flow totals 0 of 1" *1.28 lbs/ft = 0.00 lbs 0 of 1 1/4" * 1.82 lbs/ft = 0.00 lbs 0 of 1 1/2" * 2.45 lbs/ft = 0.00 lbs o of 2" * 3.46 lbs/ft = 0.00 lbs 30 of 2 1/2" * 4.76 lbs/ft = 142.80 lbs 0 of 3" * 6.55 lbs/ft = 0.00 lbs 0 of 4" * 10.44 lbs/ft = 0.00 lbs 0 of 6" * 23.03 lbs/ft = 0.00 lbs 142.80 lbs sub-total = Total 385.11 / 2 = 192.55 lbs Method of attachment per NFPA 13 table 4-6.4.3.5.4 Brace material to be 1" Dyna thread up to 7' and 1 1/4" up to 9' Connection to steel w/ 1/4 bolts per fig. "F" @ 60-90 degrees Max. allowable load = 650 lbs Bracing safety factor = 70.38% 0 0 E.Q. Brace Analysis for attic Most demanding zone of influence includes: 2 lines & 16'of 1 1/h" main Spacing: 40 lateral * 80' longitudinal feet of pipe size Dyna-Thread totals 82 * 1.97 lbs/ft = 161.54 lbs 161.5 of 11/4" * 2.82 lbs/ft = 455.43 lbs 16 of 11/2" * 3.47 lbs/ft = 55.52 lbs 0 *486 lbs/ft = 0.00 lbs 672.49 lbs ubtotal= feet of pipe size Dyna-Flow totals 0 of 1" *128 lbs/ft = 0.00 lbs 0 of 1 1/4" * 1.82 lbs/ft = 0.00 lbs 0 of 11/2" * 2.45 lbs/ft = 0.00 lbs 0 of 2" *346 lbs/ft _ 0.00 lbs 0 of 2 1/2" * 4.76 lbs/ft = 0.00 lbs 0 of 3" * 6.55 lbs/ft = 0.00 lbs 0 of 4" * 10.44 lbs/ft = 0.00 lbs 0 of 6" * 23.03 lbs/ft = 0.00 lbs 0.00 lbs sub-total = otal = 672.49 / 2 = 336.25 lbs Method of attachment per NFPA 13 table 4-6.4.3.5.4 Brace material to be 1" Dyna thread up to 7' and 11/4" up to 9' use 3/8" * 1 1/2" thru bolts per fig. "F" © 60 -90 degrees Max. allowable load = 519 lbs Bracing safety factor = 35.21% 0 o 705 Light iIt Weight Coupling 0 706 U Grooved mom M1111111111111 Reducing ' Coupling 707 Standard Coupling 0 720 Threaded Outlet it 0 722 Grooved Outlet J 771 Sway Away Coupling J 772 Super Sway Away qw Coupling 41111111 EJ 41 Flange .9931k-, - Fire Protection Equipment Submittal Sheet This document is a submittal sheet covering grooved and threaded Submitted By: fire protection piping products. All checked boxes are intended to be used on thec '/Z€' V721 Date Submitted:________________________ project by Project name ,1._I 2I1I ,',2 cI Approved By contractor. - contractor name Date Approved Manufactured by: Central Sprink, Inc., a Subsidiary of Central Sprinkler Co. - 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Grooved Couplings Ductile Iron Threaded Fittings 811 90° Elbow IJ 818 Coupling Elbow 81290° Red •, 0 813 45° Elbow Li 820 Cap 814 Tee 4F Piece 0 815 Reducing Tee - Q 827 Hex Bushing 0 816 Reducing Coupling 0 830 Brass Seat Union 817 Cross o -719 Plug Grooved Fittings 0 110 900 Elbow Q 11145- Elbow Li 120 Tee Rr LI 121 Reducing -Tee - . or Grooved 0 150 Reducer 0 U 160 Cap 0 750 Adacap 9 Welded Outlets 7013001b 10 TIVA Welded Outlet (threaded) - 7023001b -• SEA ••• Welded Outlet (grooved) No. 18.0.0 4_91i l l~ -.~ - a __ ~~4Second Check _ Module Assy. .91 14 'p ":.. W. First Check Module Assy Relief Valve ES-9O9RPDA 6 , Series 909R.P.DA Reduced Pressure Detector Assembly Sizes: 211/21', 311, LI.", 6", 8", 10" 64, 76, 100, 150, 200, 250mm Series 909RPDA are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. BENEFITS: Detects leaks . . . with emphasis on the cost of unaccount- able water; incorporates a meter which allow the water utility to: Detect leaks that historically create great annual cost due to waste. It provides a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly ac- cess. All sizes are standardly equipped with AWWA epoxy coated, UI] FM listed OS&Y resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief vale is located in a zone between the check valves. Features a modular design concept which facilitates maintenance and assembly access. All sizes are standardly equipped with gate valves and ball type test cocks. Pipe Line Center Relief Valve NN Body Flange Relief Valve Seat Relief Valve 'Piston Relief Valve Piston Assy. Wiper Seal Bottom Plug Spring Assy. Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance' Furnished with % x 3/4 (16 x 19mm) recordall meter Model 25, bronze NO SPECIAL TOOLS REQUIRED Suffix: OSY• with outside stem & yoke resilient seated gate valves CFM - with cubic feet per minute meter GPM - with gallons per minute meter LF. less gate valves (4 - 10)(100-250mm) A Reduced Pressure Detector Check Valve/Backf!ow Preventer shall be installed on fire protection systems when connected to a public water .supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed OS&Y shutoff valves with FM approval. Including an auxiliary line consisting of an approved backflow preventer and water meter. The assembly shall meet the requirements of ASSE No. 1047; AWWA C511-92: UL Classified File No. EX3185; CSA B64 and USC Manual 8th. Edition. Watts Regulator Co. Series 909RPDA. HOW IT OPERATES The unique relief valve construction incorporates two channels: one for air, one for water. When the relief vale opens, as in the accompanying air-in/water-out diagram, the right- hand channel admits air to the top of the reduced pressure zone. re- lieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous negative Supply and positive back pressure develops, the relief valve Water Air uses the air-in/water-out principle to Patent #4,241,752 Out In stop potential backflow. Now Available, WattsBox Insulated Enclosures. For more information, send for ES-Wa or ES-WB-T. A LEADER IN VALVE TECHNOLOGY _tA"k%JWATrS REGULATOR .........Since 1874 Watts Industries. Inc.— Water Products Division • Safety & Control Valves Size 21/2' to 10' ( 64.250mm) have epoxy coated cast iron body, bronze seat and disc holder; stainless steel trim and durable, tight-seating rubber check valve discs. zes furnished with bronze body ball valve test cocks. Furnished with out- Is e tm em and yoke (OS&Y) gate valves UL'FM listed. No. 909RPOA bypass unit Consists of an approved No. 909 reduced pressure backflow preven- ter assembly and CFM ¼ x 3/4 (16 x 19mm) water meter. ASSE No. 1047; AWWA C511-92; CSA B64 ULClassified File No. EX3185; UL/FM USC Manual for Cross-connection Control, 8th Edition W1;t.iTL1I ASSE: ULIFM Approved by the foundation for Cross-Connection Control and hydraulic Research at the University of Southern California. PRESSURE - TEMPERATURE - Sizes 21/2' through 10' (64-250mm) are suitable for supply pressures up to 175 PSI (12.1 bars) and water temperatures to 140F (60C) maximum. .1IIir.I[ Series 909AG AIR GAPS When installing a drain line, use Series 909 air gaps on No. 909 back- flow preventers. Air Gap Dimensions Iron Body For No. Drain Outlet Dimensions No. 909 Sizes Size A 8 Weight in. mm in. mm in. 11 mm I in. mm lbs. I kgs. 909AG-F 2½. 3 64,76 2 51 4% 111 6¼ 172 3.3 1.5 'gOgAG-K 4-6 102- 152 3 76 5S/is~ 160 91Yj 243 6.3 2.8 909AG-M 1 8-10 203-254 4 102 1 7/e 186 11¼ 286 15.5 7.0 poxy coatea NOTE: Piping for 3' 909 will start from #1 gate valve and Connect at #2 check valve. II1IIII1I11u1 Dimensions Size A C 0 0' E. E F. N 13 I. R I Ti Weight mm in. mm In. I mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. I mm I in. I mm lbs. kgs. .3 64,76 42¼ 1070 18½ 470 5¼ 133 4¼ 114 12 305 8 203 7 178 26½ 664 14 356 9 229 7%194 230 104 4 102 55½ 1400 23,/4603 6 152 5% 149 17 432 9 229 9½ 241 37 940 15 381 13% 346 11 Y4 299 470 213 6 152 65½ 1664 32½ 826 6 152 6 152 203/1 527 10½ 267 14½ 368 44½ 1130 16 406 13% 346 11 Y4 299 798 362 8 203 78¼ 1988 39¼ 997 93/4 248 8% 219 26 660 111/2 292 181/2 470 551/4 1403 17 432 1814 470 16Ys 416 1456 660 10 254 93% 2378 48 1219 93/4 248 8% 219 32 813 13 330 21½ 548 671/2 1715 18 457 181h 470 16Vs 416 2230 1012 2 Typical maximum flow rate (7.5 feet/sec.) S .. bars psi 21/211 909RPDA * bats psi 3" 909RPDA * #* .3 5 .3 5 o 20 40 60 80 100 120 140 160 180 200 220 240 GPM 0 30 60 90 120 150 180 210 240 270 300 330360 GPM 0 76 152 228 304 380 456 532 608 684 760 836 912 LPM 0 114 228 342 456 570 684 798 912 1026 1140 125.4 1368 LPM 6 7.5 10 16 FPS 5 7.5 10 15 FPS 1.8 2.3 3.0 4.9 MPS 1.5 2.3 3.0 4.6 MPS bars psi 411 909RPDA * 2.1 30 1.7 25 1.4 20 HFHH+FH 1:0 15 .3 5 ,.00 0 50 100 150 200 250 300 350 400 450 500 550 600 GPM 0 190 380 570 760 950 1140 1330 1520 1710 1900 2090 2280 LPM 5 7.5 10 15 FPS 1.5 2.3 3.0 4.6 MPS bars psi 611 909RPOA2.1 * 30 1.4 20 1.0 15 0 200 400 600 800 1000 1200 1400 1600 GPM 0 760 1520 2280 3040 3800 4560 5320 6080 LPM - .5 - 7.5 10 15 FPS 1.5 2.3 3.0 45 MPS bars psi 811 909RP0AM1 * bars psi ou 909RPDAM1 * 0 200 400 600 800 1000 1200 1400 1600 1800 2000 GPM 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 GPM 0 760 1520 2280 3040 3800 4560 5320 6080 6840 7600 LPM 0 950 1900 2850 3800 4750 5700 6550 7500 8550 9500 10450 11400 LPM 5 7.5 10 15 FPS 5 7.5 10 FPS 1.5 2.3 3.0 4.6 MPS 1.5 2.3 3.0 MPS. Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. SSU DEFLECTOR 6 irn, A PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A QUICK RESPONSE, 3mm BULB TYPE, 1/2" (15mm) ORIFICE, 1/2" NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 Frame 3 - Gasketed 4 - Bulb 6 - Deflector 2 - Button Spring 5 - Compression Plate Screw (S * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A 1/2 INCH ORIFICE MODEL A PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS The 1/2 inch (15mm) orifice Universal Model A Pendent, Recessed Pendent, and Upright Sprinklers (Ref. Figure A) are automatic sprinklers of the frangi- ble bulb type. They are "quick re- sponse - standard orifice spray sprink- lers" intended for use in fire sprinkler systems designed in accordance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Recessed Pendent, and Up- right Sprinklers all produce a hemi- spherical water distribution pattern below the deflector. The recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon (Ref. Figures A and C). The F700 Recessed Escutcheon pro- vides 1/2 inch (12,7mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of adjustment from the flush pendent position. The F700 has a separable two-piece Printed in U.S.A. 4-94 design which allows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of a fin- ish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink- lers. The adjustment provided by the F700 substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7mm) wide flange which provides ample clear- ance for covering the mounting hole. Laboratory listings and approvals for the 1/2 inch (15mm) orifice Model A Pendent, Recessed Pendent, and Up- right Sprinklers are given in Table A. WARNING The 1/2 inch orifice Model A Pendent, Recessed Pendent, and Upright Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as applicable standards of the National Fire Protection Association, in addi- tion to the standards of any other au- thorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well as possi- bly void the sprinkler's Approvals and/or Listings. The 1/2 inch (15mm) orifice Model A Pendent, Recessed Pendent, and Up- right Sprinklers are rated for use at a maximum service pressure of 175 psi (12,1 bar) and they are available in the TD515M fl SPRINKLER FINISH TYPE TEMPERATURE RATING FRAME COLOR CODE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED I POLYESTER COATED (All Colors) PENDENT d UPRIGHT 135"F/57C Unpainted Orange 1,2,3,4,5 155F/68'C Unpainted Red 175"F/79'C White Yellow 200"F/93'C White Green RECESSED PENDENT- 135"F157'C Unpainted Orange 1,2,5 155F168'C Unpainted Red . . 175 Ff79 C White Yellow 200"F193'C White Green NOTES: Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers. Listed by Underwriters' Laboratories of Canada as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation as Quick Response Sprinklers for use in Occupancies.The FM Approvals are for wet sprinkler systems only and exclude occupancies 100F/38C) flammable liquids or flammable hydraulic liquids. Approved by the Loss Prevention Council (United Kingdom) as Quick Response Sprinklers. Approved by the Scientific Services Laboratory (Australia) as Quick Response Sprinklers. * Installed with 1/2" Model F700 Recessed Escutcheon. Light or Ordinary Hazard (Groups 1 and 2) involving low flash point (less than TABLE A LABORATORY LISTINGS AND APPROVALS C .U.U.e..I...U..U.UUUUUU..U.,4lU • .............-.............. SEEN MEMEMNEFANIMEMIN ! .I....1m.'I' 'iui•uuu • .....................:::'....... .......................i.u...a. ....n........s...- •••.............•...l ...Iu.u.uuuu.uuu....::......... - •UI••UU•UUU•UUL. lw MEMEMENGON •.........u.uuiu..riw4 I•••• ' ....•....•...... lr••UU•UUr, •••••••••• V no I us so MI no I on - :00:000800, NONE ............ ..........•. •••••••••••• I • A iuuuii•uui' SO MME .•..u•...... ' V U U .•...•...... U UU •••...•..•••.., UU U. U U• ••••••••••••'áii...ui... '4 . uuiiiiauu•u ........• .U•••...UU••• UUUUuUUUU.l.rU UUUIIUIIIU UUSUUUUU.'4•••••UI•IUIUU .4..Uu.•.........uiJ(' • ••• U_U..... VA'a UUUUUUUU.u.u•uuu.. __________________ ..uu... Ill U.... 000V1U!!1••!!!!!fl!!!!!!! ;te1sIJ;k!j temperature ratings and finishes indi- cated in Table A. Recessed versions of the Model A Sprinkler are obtained by utilizing the Model A Pendent Sprinkler in combi- nation with the Model F700 Recessed Escutcheon. The F700 Escutcheons are available with a chrome plated fin- ish or a coated finish in any color. The nominal discharge curve plotted in Figure B represents the flow "Q" in GPM (LPM) as determined by the fol- lowing formula: Q= where the nominal discharge coeffi- cient "K" equals 5.6 (80,7); and, "p' equals the residual flowing pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 5.3 to 5.8 (76,4 to 83,6); however, for hydrau- lic calculations, a K-factor of 5.6 (80,7) is to be applied. the bulb liquid color as a function of temperature rating. The F700 Recessed Escutcheon pro- vided for use with the Model A Pendent Sprinkler (Ref. Figure C) has a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non-perpendicular- ity between the Model A Sprinkler and the ceiling. NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble is approximately 1/16 inch (1,6mm) for the 135 7157 `C to 3/32 inch (2 ,4mm) for the 200 F/93 "Crating. (At higher am- bient temperatures, the bubble may be barely perceptable for the lower tem- perature ratings.) Installation of Model A Pendent Sprinklers in recessed escutcheons other than the F700 will void all sprinkler warranties, as well as possi- bly void the sprinkler's Approvals and/or Listings. The Model A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior to installing pendent sprinklers and if applicable, verify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. When installing a Model A Pendent Sprinkler with the F700 Recessed Escutcheon, for best overall appear- ance, use Dimension "A" indicated under the "Fully Recessed Dimen- sions" heading of Figure C. Other- The Frame of the Model A Sprinkler (Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated OM. The Button (bulb re- tainer) is phospher bronze per ASTM B103 (C51000 or 052100). The Gas- keted Spring Plate consists of a Beryl- ium Nickel (N03360) disc spring that is C sealed on both its inside and outside faces with a Tefloni gasket. The Com- pression Screw is bronze per ASTM B140 (C31400) and the Deflector is brass per ASTM B152 (011000). The Model A Sprinklers utilize a 3mm diam- eter frangible bulb. Table A indicates DuPont Registered Trademark Eng"U&-aU Groov 16'Light Weight Flexible Ductile Model 705 oupling Coupling Manufactured by: Central Sprink, Inc., a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Model 705 is a flexible grooved coupling which is used with 1' through 8" piping to provide ease of installation. It provides a proven, dependable method of joining pipe ends faster and easier than threading, welding or using flanges. It is intended for use with steel pipe and can be used with many of the specially listed thin wall pipes. In earthquake areas, the model 705 provides the needed flexibility to allow differential movement as required by NFPA 13. This could occur between floors, such as in a high rise building, or between roof piping with mezzanine piping below. Combine model 705 flexible grooved coupling's with model 110 grooved 90's to make a seismic separation assembly for crossing building seismic joints. Technical Data Model: 705 Style: Light Weight Grooved Coupling Approvals: U.L., U.L.C., F.M., M.E.A. (See Central Sprink submittal sheet for exact Listing/Approval information.) Max. Working Pressure: 300 psi (see chart on p. 2) Standard Finishes: Galvanized or non- lead orange paint Gasket: 1) Grade A EPDMA, violet color. code (ambient to +150°F) fire proteëtion systems. Not recommended for hot water systems. 2) Grade E EPDM green color code (-30°F to +230°F) Groove: Standard Groove (see groove specification sheet Weight: See chart Material: ASTM A536 Ductile Iron Approvals The Model 705 is U.L. Listed and F.M Approved. (See Central Sprink submittal sheet for exact Listing/Approval information.) Installation 1 . Check to ensure that the gasket is suitable for intended service. Cover edges and outer surface of the gasket with a thin layer of silicon lubricant or equivalent. Install the gasket by placing the gasket over the pipe and ensure that the gasket lip does not overhang the pipe end. Bring both pipe ends together, ensure proper alignment and slide the gasket into position, properly centering it between the grooved portions of each pipe. Place the coupling housings over the gasket so that the housing keys fully engage into grooves. Insert the bolts into the couplings and rotate the nuts until finger- tight. 3. Tighten bolts alternately and evenly until proper bolt torque is obtained (see chart). Caution- uneven tightening can cause the gaskets to pinch. Note: Piping systems must always be depressurized and drained before attempting to disassemble or remove any piping component. fl Care & Maintenance The Model 705 does not require special on-going maintenance. However, the entire system must be maintained in accordance with NFPA Standard 25 entitled, inspection, Testing and Maintenance of Water- Based Fire Protection Systems". fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, type of gasket, EPDM "A" or "E", model and style. Availability and Service: Central sprinklers, valves, accessories and other products are available through- out the U.S. and Canada, and inter- nationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. No.1 8-2.0 Central Sprink No. 1-1.0 Grooved fittings *,Ductile Iron 900 Elbow • 450 Elbow Tee • Cap Concentric Reducer Manufactured by: Sprink, Inc., a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description HData Weight: See chart Groove: Standard Groove (see groove specification sheet) Material: ASTM A536 Ductile Iron The Central Sprink grooved fittings provide a fast efficent method of changing direction, adding an outlet, reducing, or capping grooved piping systems. They are available in all sizes up thorough 12" and up to 24" by special order. They are intended for use with Central Sprink grooved couplings. They are listed with roll grooved schedule 10, and roll or cut ,.grooved schedule 40. Model 110900 Elbow Model: 110, 111, 120, 150, 160 Style: Grooved Approvals: U.L., U.L.C., F.M. (See Central Sprink submittal sheet for exact Listing/Approval informa- tion.) Max. Working Pressure: 300 psi Standard Finishes: Galvanized or non-lead orange paint Model 111 450 Elbow Approvals Central Sprink Grooved Fittings are U.L. Listed and F.M. Approved. (See Central Sprink submittal sheet for exact Listing/Approval information..) Model 120 Tee r Nom. A Part # Part # Weight Size inches Std. Galv. Lbs. MM kg 11/4 2/4 72010 72139 1.3 6.9,9 0.6 1'/2 2/4 72011 72140 1.4 69.9 0.7 2 31/4 72012 72141 2.0 82.6 0.9 21/2 33/4 72013 72142 2.8 95.3 1.3 3 41/4 72014 72143 4.7 108.0 2.1 4 5 72051 72144 7.6 127.0 3.4 5 51/2 72016 72799 10.8 139.7 4.9 6 61/2 72017 72145 18.0 _ 165.1 8.2 8 73/4 72018 72146 30.0 196.9 13.6 10 9 72198 75656 49.0 228.6 22.2 12 10 72199 75657 88.0 - 254.0 39.9 Nom. A Part # Part # Weight Size inches Std. Galv. Lbs. MM kg 11/4 1/4 75201 N/A 0.9 4.45 0.4 11/2 14 75202 75209 1.0 44.5 0.5 2 2 72111 72170 1.6 50.8 0.7 21/2 21/4 72112 72171 2.2 57.2 1.0 3 21h 72114 72172 3.3 63.5 1.5 4 3 72118 72173 5.3 76.2 2.4 5 31/4 72117 72174 7.7 82.6 _____ _______ 3.5 6 31/2 72115 72175 12.0 88.9 5.4 8 41/4 72116 72176 20.0 108 9.1 10 43/, 75200 75210 29.0 13.2 12 51/4 75203 75211 44.0 20.0 Nom. A Part # Part # Weight Size inches Std. Galv. Lbs. MM kg 11/4 2/4 72124 72147 1.5 69.9 0.7 1'I2 2/4 72129 72148 2.1 69.9 1.0 2 31/4 72121 72149 3.0 82.6 1.4 21/2 33/4 72125 72150 5.0 95.3 2.3 3 41/, 72126 72151 7.0 108 3.2 4 5 72122 72152 11.7 127 5.3 5 51/2 72120 72153 16.8 139.7 7.6 6 61/2 72123 72154 27.6 165.1 1-2.5- 8 73/4 72119 72155 39.0 196.9 17.7 10 9 75400 74500 64.0 228.6 29.0 12 10 75401 74501 110.0 254 49.9 No.18-1.0 P. .2.JdIik Threaded Fittings iDuctile Iron ANSI B16.3 Manufactured by: Central Sprink, Inc. a subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 p., Product Technical Description. 91Data Installation Central Sprink Ductile Iron threaded fittings conform to ANSI B16.3 and are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties of the steel making up the fitting. This is accomplished as it is with all ductile iron by adding Magnesium while the ,,,on is still hot. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Model: 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 825B, 827, 830, 719 Style: Elbows, Tees, Unions, Caps, Extension Pieces, Bushings, Couplings and Plugs Approvals: U.L., U.L.C., F.M. (See Central Sprink submittal sheet for exact Listing/Approval informa- tion.) Wrench: Standard Pipe Wrench Thread: N.P.T. Material: Ductile Iron Maximum Working Pressure: 300 psi Weight: See Chart Apply Teflon tape or pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight. Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fitting is stronger than the pipe and over-tightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half a turn difference between cast iron and ductile iron fittings. Apply Teflon tape or pipe joint compound on the pipe threads and tighten twoto three turns beyond hand tight. Approvals See Central Sprink submittal sheet for exact Listing/Approval information. ii No. 21-3.0 11 The Model 720 and 722 mechanical outlet tees may be used fcr any tee connection Mere a - threaded or grooved outlet is needed. They may be converted into a cross when necessary. Model 720 and 722 Mechanical Outlet Tees are U.L. and U.L.C. Listed and F.M. Approved at 300 psi. Technical Data Model: 720 & 722 Style: Threaded & Grooved Approvals: U.L. F.M., I.I.L.C. (See Central Sprink submittal sheet for exact Listing'Approval information.) Max. Working Pressure: 300 psi Standard Finishes: Galvanized or non-lead orange paint Gasket: Grade A EPDMA, violet color code (ambient to +150°F) fire protection systems. Not recom- mended for hot water systems. Grade E EPDM green color code (-30°F to +230°F) Groove: Standa-d Groove (see groove specification sheet) Weight: See cha-t Approvals The Models 720 and 722 are U.L. Listed and F.M. Approved. (See Central Sprink submittal sheet for exact Listing! Approval information.) No.18-6.0 Central Sprink No. 1-5.0 _ik1t1 Meich anical *Outle ees Threaded Model 72 Grooved Model 722 Manufactured by: Central Sprink, Inc., a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Model 720 Mechanical Outlet Tee (threaded) NMI v'• fill Nam. Size (in) Hole DI Dimensions /mL - - Part # Galvanized,Standard Part # Net. Wt. Box Run x Branch Hole I Max. A B C D E 2 x 1/2 11/2 1% 1 2½ 5% 3 2 1% 72830 73489 2.4 24 38.1 34.9 63.0 136.5 76.0 50.8 41.0 1.2 2x% 1½ 1% 2½ 5% 3 2 1% 72831 73450 2.4 24 38.1 34.9 63 136.5 76.0 50.8 41.1 1.2 2 x 1 V/2 1% 2½ 5% 3 1'/ 1/ 72720 73451 2.6 24 38.1 34.9 1 63 136.51 76.0 47.6 1 41.0 1 1.2 2x 1'/4 1% 1/ 2/s 5% 3% 2'/a 1% 72721 73452 2.7 24 _________ 44.5 47.7 73 136.5 92.1 54.0 41.0 1.3 2 x 1'/2 1/4 17/9 2'/s 5% 3% 2¼ 1% 72719 73453 3.0 24 ±_ 47.7 - 73 136.. 92.1 54.0 41.0 1.3 - 21/2 x 1/2 1½ 1% 2% 57/9 3 21/4 1/ 72832 73454 3.3 24 38.1 34.9 69.9 149.3 76.2 1 57.2 48.0 1.5 21/2 X3/4 11/2 1% 2/4 5'/a 3 2¼ 17/a 72833 73455 3.3 24 38.1 34.9 69.9 149.3 76.2 57.2 1 48.0 1.5 21/2 x 1 11/2 1% 2/4 5/e 3 2Yt6 1% 72722 73456 3.5 24 38.1 34.9 69.9 149.3 76.2 52.4 48.0 1.6 21/2 x 11/4 2 2¼ 3% 5"/s 3% 1% 72723 83457 3.5 24 __________ 50.8 1 54 80.0 149.3 92.1 61.9 48.0 1.6 21/2 x 11/2 2 2¼ 1 3¼ 5% 3% 27Ae 17/a 72724 73458 3.8 24 50.8 54 80.0 149.3 92.1 61.9 48.0 1.7 3 X 1 11/2 1% 3¼ 6¼ 3Y16 2'/4 21Ae 72725 73459 3.5 1 24 38.1 34.9 80 159.51 78 57.2 1 61.9 1 1.7 3 X 11/4 2 2¼ 3'/z 61/4 3'3A6 2/4 2¼ 72727 73460 3.5 1 20 50.8 53.9 88.9 159.0 96.8 69.9 54.0 1.7 3 x 11/2 2 2% 3½ 6¼ 3t3/ e 2/4 2% 72728 73461 4.2 20 50.8 53.9 88.9 1 159.0 96.8 57.2 48.0 1.9 3 x 2 21/2 2% 3½ 6% 1 4¼ 2/4 2¼ 72729 73462 4.8 15 63.5 66.7 88.9 155.6 108 69.9 54.0 2.2 4x 1 11/2 1% 3/e 7½ 3Y16 2/4 211A6 72770 73490 4.0 20 38.1 34.9 87.3 190.5 78.0 1 69.9 1 68.3 1.8 4 x.1 1/4 2 2¼ 4'/ie 7% 31/ 3% 2% 72730 73463 5.0 12 50.8 53.9 103.2 187.3 95.3 85.7 66.7 2.3 4 X 11/ 2 2% 41A6 7/8 31/ta 3% 2% 72731 73464 5.0 12 50.8 53.9 103.2 187.3 95.3 85.7 66.7 2.3 4 x 2 2½ 2% 4 7½ 41/2 31/4 2% 72732 73465 6.0 12 63.5 66.7 101.6 1 190.5 114.3 82.6 66.7 1 2.7 4 x 21/2 2/4 2% 4 7½ 4% 27/a 2% 72733 73466 8.5 10 69.9 73.1 101.6 190.5 117.5 73.0 66.7 3.9 6 x 2 2½ 2% 5% 9½ 43/e 41/2 3% 72767 73468 8.0 6 50.8 66.7 133.4 241.3 111.1 114.3 95.3 3.6 6 x 21/2 23/4 2% 5¼ 9½ 43/4 4¼ 33/4 72734 73469 8.5 6- - 69.9 73.1 133.4 241.3 1 120.7 104.8 95.3 3.9 6 x 3 31/2 3% 5½ 9½ 5¼ 4% 33/4 72735 73470 13.0 5 _________ 88.9 92.1 139.7 241.3 130.2 111.1 1 95.3 . 5.9 6 x 4 4t/ 4% 5% 91/2 6½ 4½ 33/4 72736 73471 14.1 5 114.3 117.5 149.2 241.3 165.1 114.3 95.3 6.4 8 x 21/2 2% 27/s 6½ 12% 4¼ 5/ 43/4 72768 73472 11.4 6 69.9 73.1 165.1 1 324 108 136.5 121.0 5.2 8 x 3 3½ 3% 6½ 123 51/4 5% 4% 72769 73473 13.2 5 88.9 92.1 165.1 324 133.4 36 1.5 121.0 6 8 x 4 4¼ 4% 6½ 12% 6¼ 1 51h 434 72744 73474. 15.0 4 114.3 117.5 165.1 324 165.1 133.51 121.01 6.8 ® P011ER 'BELLS o Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 PB Series - Vibratory Bells These bells are designed to provide the loud resonant tones that are desirable in fire alarm and life safety systems. They may also be used in burglar or general signaling systems. These units are U.L. & ULC listed and FM ap- proved. They are also approved by The Cali- fornia State Fire Marshal. They will mount on a standard 4 inch square electrical box. A weatherproof back box is available for mounting when the unit is to be used outside. ORDERING INFORMATION DESCRIPTION STOCK NO. BackBox, Weatherproof--------------------------------------------------------------------------------------------------------1500001 6" 6VDC Polarized, 4 Terminals -------------------------------------------------------------------------------------------1700606 6" 12VDC Polarized, 4 Terminals -------------------------------------------------------------------------------------------1701206 6" 24VDC Polarized, 4 Terminals ------------------------------------------------------------------------------------------1702406 6" 24VAC, 4 Terminals ------------------------------------------------------------------------------------------------------1802406 6" 120 VAC, 4 Terminals ----------------------------------------------------------------------------------------------------1812006 8" 12VDC, Polarized, 4 Terminals ------------------------------------------------------------------------------------------1701208 8" 24VDC, Polarized, 4 Terminals ------------------------------------------------------------------------------------------1702408 8" 120 VAC, 4 Terminals--------------------------------------------------------------------------------------------------------1812008 10" 12VDC Polarized, 4 Terminals------------------------------------------------------------------------------------------1701210 10" 24VDC Polarized, 4 Terminals-----------------------------------------------------------------------------------------1702410 10" 24VAC, 4 Terminals---------------------------------------------------------------------------------------------------------1802410 10" 120 VAC, 4 Terminals------------------------------------------------------------------------------------------------------1812010 dB Ratinas 6"_ Gong _Size 8" Gong Size io" Gong Size Power Source Current Minimum Typical Minimum Typical Minimum Typical 24VAC 0.32A 81 95 84 98 84 102 120VAC 0,065A 81 95 84 98 84 102 6VDC 0.4A 84 97 87 102 87 104 12VDC 0.18A 84 97 87 102 87 104 21-28VDC CCC klntt n.j nr,rnort'Inr 0.11A 84 97 87 102 87 104 PRINTED IN USA F010-A PAGE 1 OF 2 ri U.S. PAT. NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM approved for use on steel pipe; schedules 10 through 40 sizes 2" thru 8". .LPC approved sizes are 2 1/2" through 8". The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, cast aluminum housing. The cover is held in place with two tamper resistant screws which require a special key for re- moval. A field installable cover tamper switch is available as .an option which may be used to indicate unauthorized removal of the cover. See Bulletin 763 for installation instructions of this switch. (BPOTTER VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD Potter Electric signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P. 0. Box 28480 1967 Leslie Street St.Louis, Mo. 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800)325-3936 (416) 441-1833 UL & ULC LISTED, FM & LPC APPROVED Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of S.P.D.T. (Form C) 10.00 Amp. @ 125/250 V. AC 2.00 Amp.@ 0-30V. DC Resistive Conduit Entrances: Two openings for 1/2" conduit Environmental Limitations: 40°F/120°F, 4.50C1491C Caution: This device is not intended for applications In explosive environments Sizes Available: Forschedules 10 thru 40 sizes 2" thru 8" LPC Approved Sizes: 21/2" through 8". Service Use: Automatic Sprinkler NFPA-1 3 One or two Family Dwelling NFPA-130 Residential Occupancies up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch OrderStk. No. 0090018 Kit for Outdoor Use: Order Stk. No. 1940036 INSTALLATION: See Fig.2 These devices may be mounted on a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6 inches of a fitting which changes the direction of the waterf low or within 24 inches of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" and 2 1/2" devices require a hole with a min. dia. of 11/8" to a max. dia. of 15/16". All other sizes require a hole with a mm. dia. of 1 7/8" to a max. dia. of 2 1/16". Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vanes so that the arrow on the saddle points in the direction of the watertlow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs.of torque. See Fig. 2. The vane must not rub the inside of the pipe or bind in any way. PRINTED IN USA A016 761-E PAGE 1 OF 2 TD____ INCORPORATED CORONA, CA • (714) 731-5549 57 FIG. 105 COACH SCREW HANGER ROD Size Range - 3/8 thru 3/4 inch rod. Material - Carbon Steel Function - Typically used to suspend pipe from wood joists. Machine threaded on one end and lag threaded on the other end. It is recommended that pilot holes be pre-drilled to prevent beam from splitting and to aid in starting lag threads. Finish - Plain, Electró-Galvanized, HDG, and Stainless Steel. Order By - Figure number, rod size, length, and finish. MACH. ROD ROD THREAD LAG SIZE LENGTH LENGTH LENGTH 3/8-3/4 4-8' 1-1/2 2 3/8-3/4 8'& up 2 2 FIG. 106 TIE BOLT Material - Carbon Steel Function - Primarily used to secure connection of steel riser pipe to ductile iron riser of fire service main. Approvals - Conforms to NFPA Pamphlet #2, Installation of Private Fire Service Maintenance 4" - 12' pipe size. Finish - Plain, Electro-Galvanized, HDG, and Stainless Steel. Order By - Figure number, size, and finish. Custom sizes for thicker flange available. 1 MAX. SIZE 3/4 0,A. TIE BOLT UNDER GROUND PIPE PIPE RISER ADAPTER GROUND LEVEL ALL THREAD ROD DUCTILE IRON RISER TYPICAL APPLICATION .LHEH. FIG. 910 D Al' PIPE HOLE WI SIZE A B C SIZE E F PER 100 1 2 1.1/2 3 9/16 2-5/16 2 88 1 1 3/16 1 6 3 9/16 2 5/.6 2 j6 99 FIG. 910 FIG. 4A TOTC 0 110 INCORPORATED .L tO CORONA. CA • (714) 737-5599 FIG. 910 SWIVEL SWAY BRACE FITTING Size Range - 1 & 1-1/4 inch bracing pipe. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbances. The building attachment component of a sway brace system; The Fig. 910 is used in conjunction with the Fig. 1000 "Fast Clamp" (or with a Fig. 4A Pipe Clamp), and joined together with a brace pipe per NFPA #13*. Features - Universal swivel design allows Fig. 910 to be attached at any surface angle. All steel construction eliminates deficiencies associated with casting type attachments. Application Note - *Length of bracing pipe per National Fire Protection Association Pamphlet #13, paragraph A-3-10.3.5: 1" Schedule 40 bracing pipe maximum 7-2'. 1.1/4" Schedule 40 bracing pipe maximum 9'-2". Approvals - Underwriters' Laboratories listed. Note - The Fig. 910 Swivel Attachment and the Fig. 1000 "Fast CIanp (or Fig. 4A Pipe Clamp), make up a sway brace system of U.L. Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA). Finish - Plain, Electro-Galvanized, and Stainless Steel. Order By - Figure number, pipe size, and finish. Note - Specific weight load conditions may require more than one fastener to the building structure. Sway brace attachments may be ordered with multiple and/or larger fastener, mounting holes. Consult the factory. tII. 010 INCORPORATED 120 CORONA, CA • (714) 737-5599 FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT Size Range - Pipe size to be braced: 1" through 8" Sch. 10 and 40. Pipe size used for bracing: Y and 1-1/4" Sch. 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment com- ponent of a sway brace system: Fig. 1000 is used in conjunction with a Tolco 900 Series Fitting and joined together with bracing pipe per NFPA #13*, forming a complete sway brace assembly. Features - Can be used to brace Schedules 10 and 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace. All steel construction eliminates structural deficiencies associated with casting •type sway brace fittings. Comes individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector that necessary minimum torque (5 lb/ft) has been achieved. Application Note - Fast Clamp need not be field assembled. Position Fast Clamp and tighten two hex nuts until leaf spring flattens. *Length of bracing pipe per National Fire Protection Association, Pamphlet #13, paragraph A-3-10.3.5: 1 Schedule 40 bracing pipe maximum 7-2". 1.1/4" Schedule 40 bracing pipe maximum 9'-2". Approvals - Underwriters' Laboratories listed. Note - Must be used with Tolco U.L. Listed 900 Series attachment. Finish - Plain, Electro-Galvanized, HDG, and Stainless Steel. Order By - Order first by pipe size to be braced followed by pipe size used for bracing, figure number, and finish. C' / ) OTL C To - INCORPORATED a CORONA, CA • (714) 737-5599 FIG. 200 "TRIMLINE" ADJUSTABLE RING HANGER Size Range - 1/2 thru 8 inch pipe. Material - Steel, Mu. Galvanized to G-90 speci- fication. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Spring tension on swivel nut holds it securely in hanger before installation. Swivel nut is easily removed. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, type 10, and Manufacturers Standardization Society SP-69, type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized, HDG, and Stainless Steel. Order By - Figure number and pipe size. MAX. APPROX. PIPE ROD STOCK REC. WEIGHT SIZE SIZE A B C SIZE LOAD LBS. PER 100 1/2 3/8 3.1/8 2.5/8 1.3/8 16a x 5/8 400 11 3/8 3-3/8 2.5/8 1-1/8 16qax5/8 400 12 4,17 gP or 1-1/2 3/8 3-7/8 2 -7:8 1 16gax5/8 400 14 Ti 2-1/2 3/8 5-58 4-1/8 1-3/4 16gax 1 600 27 lal 3.1/2 3/8 7-3 8 5-1/4 2-3/8 16gax 1 600 34 .r ~j EIT 22 5 1/2 9-1/8 6-1/4 2-3/8 14gax 1-3/16 1250 66 8-3/4 3-1/4 12gax 1-1/4 1250 136 CTLCO INCORPORATED . CORONA. CA • (714) 737.6599 67 FIG, 124 SPRING TOGGLE HEADS ONLY Material - Carbon Steel Function - Used with threaded rod in hollow walls. Finish - Electro-Galvanized Order By - Figure number and size. APPROX. DRILL HOLE WEIGHT SIZE SIZE PER 1W 1/4 5/8 ••3 tUJJiffJUhIff1IUJflhuiJ 1/2 1-1/4 - 10 - FIG. 125 DRIVE SCREW Material - Carbon Steel Function - Equivalent to a nail, but has greater f holding power. - Finish - Plain, Electro-Galvanized, and Stainless _______________________ Steel. APPROX. Order By- Figure number, size, and finish. S17JE WEIGHT NUMBER 111GTh PER 180 16 2;: 2.2 FIG 126 LAG BOLTS GIMLET POINT Material - Carbon Steel Function - Designed to fasten metal to wood. Lag screws are made with hex heads in lengths of 6 inches or shorter and square heads in lengths longer than 6 inches. Both types have coarse lag threads and gimlet points and are available in diameters of 1/4 inch to 5/8 inch) inclusive. Square- head lag screws are also available in 3/4, 7/8k and 1 inch diameters. Finish - Plain, Electro-Galvanized, and Stainless Steel. Order By - Figure number, bolt size, length, and finish. Hex Lag Bolt Head Dimensions .LAG BOLT APPROXIMATE WEIGHT PER 100 LENGTH SCREW SIZE 1 1.1/2 2 2-1/2 3 4 1/4 1.5 2.1 2.7 3.2 3.8 4.9 1/2 11.0 13.3 15.5 17.8 22.3 WIDTH WIDTH LAG BOLT ACROSS ACROSS HEAD SCREW SIZE FLATS POINTS THICKNESS 1/4 7/16 1/2 11/64 1/2 3/4 7/8 11/32 & - Size Range - 3/8 thru 7/8 inch rod in 1 inch increments. Material - Carbon Steel Maximum Temperature - 750°F' Finish - Plain, Electro-Galvanized, and Stainless Steel. Order By - Figure number, rod diameter, rod length, and finish. - MAX. REC. LOAD LBS. ROD ------FORSERVICETEMPS. -'S1ZE 3/8 610 540 1/2 1130 ------1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 FIG.100 -- ALL THREAD 'ROD FULL LENGTHS•• - - Size Range -'1/4 thru 1-1/2 inch rod in 10'0- lengths. Material -:Carbon Steel - - MAX. REC. LOAD LW. APPROX. ROD FOR SERVICETEMPS WEIGHT Maximum Temperature - 750°F SUE Finish - Plain, Electro-Galvanized, and Stainless 1/4 240 215 12 Steel. Order By - Figure number, rod diameter, and 1/2 1130 1010 53 finish. 84 3/4 2710 2420 123 1 4960 4420 222 10m, Ur 36O L 1-1/2 1100 10370 510