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0041 BODICK ROAD - 344-82
0 I- F-0 v b4 �J t •44 Nkt� SET' 114 'PO LE: �daD I cz-y— Fz1�) EL= �•to 'Pc..AW t=o 2 GAPE -r;A,2v LoT 4 g 'DATED + A t c CElzT11=1EL7 pt_bT PL /�N A �. iFO X=: .. � �-=--- F3,4 XT C tZ � �-►Y F t of G- aeGtsre_c.:eD ��o Su�v`Yoc�s T1-llS VLAW IS LIOT 126ASEt:) 0" A6.1 lW,;rC'tJ.cAEtJ; ¢ TAE-- Klt.t" (') a•S L-d 1-6 D e r c-L'M i►.!C lO T L.t i �, i Pat-o%kage ., F t el f .-a- buildig, SYSTEMS HARSACK ROAD SUTTON,MASSACHUSETTS 01527 1-617-866-5671 cticm ,--, r it],� } iols wi cc%0- U Of ENE O N V JOB : r'' r �--r y �a�T N O DAT E JOB DESCRIPTION : LZ-9- a.-- icz ROOF LOAD - --RCCaSE W I N D LOAD -Z_CRZ-f- . DAY SPACING ;�:., +b`'�„..,w�..- ti,,,... w,.a:,.;,�,.;:,a,.,.,;s,. +,.y,�_.t,,, cl�,,,.,,� �""°",yr.� � ,. .� •kw. �y -�' �%. y�; .. ai� , L BEAM DESIrQA !Y ION . a a a a AB 60- 70i1 SPAN . . . . . . . . . . . . . a a . . 60 +00 F.r. �'�A Y a • ♦ • • • a ♦ . • s a . a a a a • 20400 FT SPEC. YIELD FY . . . . 50. 00 KSI WEB YIELD FYW . . . . . . . . 50 . 00 KSI DESIGN LIVE LOAD. . . • ♦ 30 . 00 PSF _ DESIGN DEAD LOAD . . . . . 5 . 00 F'SF I�U�I HEI i 14 i a . . . . . . . . . 10. 00 1N END WEE PLI • T X L a . . 1875 1N X 10 . 00 FT MID WER_PLT . T X L . a . 1375 IN X :_'0 00 FT (�' r� /5 TOP ! {�{�4UE W .X T . a . . . 6.00 1N XO . 50'0v� IN BUT FLANGE W X I . . . . 6 . 00 IN XO.5000 IN C0NCEN!Tik rED LOADS: LOAD (K) P1. 0,..' p1- PPP . . 0.00 0. 0.0 0. 00 0.00 DIST . FROM LT . EQ ( =T • ) 0.00 0 + 00 0 .00 0.00 40 END MOMENTS ( 1- I -n) a a a ♦ a . 0. 00 0 . 001 RL== 20 .767-- R=-- 201767 _ FORMAT OF OUTPUT : 40 SEG H T RATIO A WED A SECT s X SX IX NO . ( Its . ) ( IN. ) H7T (SO IN) (SO IN ) (TOP ) (BOTT " FVA FV RATIO FDTA FT FUCA FBC FBCA/ ( KSI ) QSQ FVA/FV QSI1 (KSI ) QSI ) QSI ) FBC_._.__. MOMENT ( -FT ) SHEAR (K ) X CO : ORD (FT . ) 1 12 . 19 . 1875 65 .0 2. 29 8 .2', 40 .9 40. 9 269 •7 8 + 52 16. 53 0 . 515 10 , 94 30Q0 10. 94 30.00 0+36 5 37 . 30 19 .47 1 . 85 2 15. 90 . 1875 34 . 8 2. 98 8 .98 55 .2 55 . 2 166 .0 5 .66 11 .57 0. 489 22.77 30 .00 22.77 30400 0,759 104 . 69 16. 87 5.56 3 19 .60 . laK 1.04 .6 3 .6S 9+, .6++��t�8� 70 .3 70 . /3�/� 724 .0 3.88 , 7 . 61 0011 27 . 74 30 + 00 27 . 74 30 .00 0.925 162 . 44 14 .28 9 .27 4 23 .31 . 1875 124 . 3 4 .37 10.37 860 860 1048.5 2 +67 5. 38 0 , 497 29a30 30 .00 29 .30 30. 00 0.977 210a57 11 . 68 12a98 5 27 .,'? . 187U 144 . 1 5 . 07 11. . 07 103 a 1 103. 1 1444 1 . 79 410, 0 . 448 28 .99 30. 00 28 . 99 29. 86 0*971 249 . 08 909 16 .69 6 30 . 73 . 1.875 163. 9 5 . 76 11 . 76 120. 8 120 *8 1916.3 1411 3. 10 0 .364 27 .61 30 .00 27 .61 29 . 28 0 .943 277 . 96 6a49 20 . 40 7 34.44 • 1870 183 .7 6.46 12.46 139 .3 139 .3 2469 . 1 0 , 60 2 . 46 0 .245 25 .59 30o00 25.59 28.55 0.896 297 . 2.1 3 .89 24 . 10 8 3S . 15 . 1675 203 . 4 7 . 15 13. 15 159a8 i58 . 8 3107. 5 - 0. 18 2 .01 0 .090 21 ,. 19 30 .00 23 . 19 27 . 69 0 .838 306 . 84 1 . 30 27 .81 9 38. 12 . 1875 203 . 4 7 . 15 13 . 15 108 . 8 158.8 3107 .5 0. 18 2 .01 0 . 0?0 23* 19 30 . 00 23. 19 27 .69 0 . 838 306 .g4 --1 .30 3 # 51 10 34. 44 . 1875 183.7 6. 46 12.46 139 .3 13913 2469. 1 0.60 2 M 0 .245 25.59 30 .00 25.59 28.55 0,896 297 . 21 -3. 89 35.23 1. 1 30 , 71 . 1875 163 . 9 5 . 76 11 .76 120 .8 120.8 1916 . 3 1 . .".;.<. 3. 10 0 .364 27. 61 30. 00 27 .61 29.28 0.943 7'"" 277. 96 -6. 49 38 .94 40 1 27 . 02 . 1875 144 . 1 5 .07 11 . 07 103 . 1 1r13tl 1444 +4 1. . 79 4 .00 0 . 448 23 . 99 30 .00 28 .'99 2? - ",�s•6 0 .971 249 . 08 -9. 09 42 . 65 13 23 . 31 . 1875 124 . 3 4 . 37 10.37 86 .3 86.3 1048 .5 4 S7 t `?. 67 5 . 38 0 . 497 29 . 30 30.00 29 . 30 30.00 0 . 977 210 . 57 4 -----1 1 ��i"i A L . � 14 . 19. 60 . 1875 M . r 3. 68 9 . 68 70 . 3 70.,E 724 . 0 3 .88 7.61--- ;}.`;111 27. 74 MOO 27 .74 30.00 0 .925 162. 44 -14 . 28 50406 is 15 15.90 . 1375 84 .8 _. M 3198 55 .2 55.2 _ 466 +0 5 . 66 11 . 57 0 . 48 22 . 77 ZO . 00 22 . 77 30.00 0 . 759 16 1.2. 19 . 1875 65. 0 } 29 8. 29 40 .9 40 .9 269. 7 = 1 0 ,365 -- ---- 8. 52 16.53 ''} x `�1" 1.0. 94 30a0{J 10 +94 30.00 LIVE LOAD ft i=LE.GT i 99= 0 .0000 REL . STIFFNESS @ '. 7 . END A } = 36 .444 REL. STIFFNESS@ RT . END ( B) = 36 . 444 ( BEAM WT. -..lz F T 4 FLANGES ONLY= 2184 . 2 NOTE S HE A^' 2 , FVA APPLIED F V -ALLGWAB LE TENSION DUE TO BEND . . . . FBTA-APPLIED FBT-ALLOWABLE OMc' . - DUE TO BEND . . F;BCA-AF'iP-IED FSC-ALLGW H LE r A . B .M . A . WIND LOADING iJ.L .+ d. t :.. —A. + V .. W[{- r1;i-1, x r, - 0.241 6 . 25 e, ACTUTAL MOMENTS7 SHE:ARSy AXIAL LOADS WIND LATERAL LOADS ( FT—K'j Ml:j:- —% . 9,6, HW= 2. 31 HL= 2. 77 RW RL= 0 . 4t3 fICTL irL REACTION'S DUE TO UPLIFT ON ROOF (K) l._0AD CASE :!. LJLRi...= 4 7`1 AC T= r'iL R -A- `l E 'i' 0ra _itUE_- TG DEAD L.IVF LOAI,S (b`) Lary ;.ASS v 1. ��Z.. .i GN D I:CF-14 .;,?a LL;iIi (:t=t •F is - , ta 7 � _!_ ,_,:,,. s�! f_.Ci r'1.C:�a F;F' �U�:w C�?:� R`t' AF i�l is T���; C F- ,. . A_� tatJLumtlii - - TRY U BX13 A- 3. 84 I- 39 . 6 aX= 9 . 9 FX=3. 21 __--. RY=G.8'� RT=1 .01 I►/AF=7 .83 Kk_ SLENDERNESSn RAT:CO= (L)/RX= 92.46 —_.._ �E '11 E RHESS RATL0 K L>IRY- 8 5+4 1 != r _,J . {I.... / 1. . R7 !L41 1 . 6-1A FAA/FA+CM ( PBB)/( 1-FAA/F E) FB=0 . 4v LEE-SIGN LEEWARD TBCF-10 .25 LOAD CASE 1 i)LL DESIGN LOADS REDUCED BY A FACTOR OF . 75 TOF OF COLUAN TRY W 8X13 A= 3 . 84 I= 39 . 6 SX- 9. 9 RX=3.21 RY=Q . 8j RTM . 01 TE/AF- 1 . 83 KX=1 .7? i SLENDERNESS RA T i D-fti A PRO 66.06 _ SLENDERNESS RA T IO=K ( L ) /RY= 85. 41 FA=14 . 7 FB=21 .2 FE=34 . 22 I _FAA=P/A-1 o 4;/ ,:: D . 1 . _,'-1A AA/F A_l "M ( "r"BB) 1-FAA/F i=i .s"B=0 . 7 EQ+ 1 . 6-1B FAA .( FY ) +FIiB/FB=O . 4 i NOTEa ALL DESIGN LOA:.i'= REDUCED BY . 75 IN ACCORDANCE WITH SEC l `= F' 5 -.22 OF A . I . a . C . PIC . BENs lMG . . . .FBB(ACTUAL) F {ALLOWABL.,E) AXIAL ,. t t . . FAA( ACTQQL ) FA;ALLOWAF.:LE ) s s . s s a t . tfi`t SIT.tJE L..Ot.h4WI8C — -- -- — -- — FR T 1 Q---`'___ REACTI0N.:.. . . t 4P03 1 T IYr- U P aJA R IE HORIZ='tidTOL REACTrC1E'1= . . .F'OSITIVE TO THE F;IiNT Al" Llf��. 0 .,51_LS 1 .OWL ` I - OCLY 1 . ODL.. �AY BAY LOAD LEFT RIGHT BEAM .v 6 Sh L.... , ,',r� 1 1 . .. s. 12 il0 t TM;1:1 , mni''i m0"i, "v Lt F'LATE MOM . F'LA T E END T A E 1--i i t,• t F E z' T-rt a r"'LATI E POINT Pi0m. F01NT F`LATE !_.E::F T E:r-4 MAX HT a ,J S Tf�iRT .CC G F ' ;'LATE �10IM } F'LATE —_—_ ` •,n > 0 . 00013 0 } 100 c 17, 21437 21 . 4969 —21 .4?69 1 � s :i — �... zZ � .. .3 ,17 � . 4961 ... , `-Fr %y� 5. 3917 —21 .4969 _21 .h959 0 . 0 9 .99-1 PS 11 . ?987 J .000 20 . 0 n i i 1 ENDWALL CCLUNN ECF-16 . 17 LL= 30. 0 BAY=20 .0 TRY W 8X10 A= 2 . 96 I= 30 . 8 SX= 7 .8 RX=3.22 RY 0 . 84 RT=0 . 99 D/AFC 9 . 77 EFFECTIVE HGT .=193 . 0IN , i:LiRX_- 61 . 49 KL/RY= 55 .61 !-A : 1 i 13 t=i9 . Sit FIc1iJJ3t - 26 . FE ( 1 . 33) = 52.53 �. FS UNIFORM WIND LOAD=W= . 246 1:' . is.' !'Q . 1 . 6-" FAA/•FAiFBB.f FB=0 . 6J F' 1` 3Y. DESIGN CORNER COLUMN C:CF 1 '+ .52 SL -30 .0 BAY 20. G CORNER C(;'i._Ut'N IS SUPPORTED BOTH WAYS BY GIRTS GIRT SPACING NOT TO EXCEED 6.0 FT . TRY W 8X10 A= 2 .96 RY=0 .84 AXIAL LOAD=P= KL/RY= 85 . 61 FA=14 . 7 i AREA REQUIRED PrFAQ- 0 . 26 AREA FURNISHED= 2 . 9,:5 tit10 5 2 K—SUPPATED B_i H WA :S 4;T GIRTS _ GIRT�. .;T SPACING i:.i C.0 T TO EXCEED 6 .0 c'T. -' AXIAL LC`sAI P= 3. 85 - ----- -------------- -- EFFECTIVE HG T . = 72 . : W ( {- l'JRMAT FOR OUTPUT: BAY E+A y L0AID LEFT _ RIGHT -PUR,LIi4' i- SIZE (K/I- T ) I-ION REA T IOR DF_::,IG1 STAKI KWHI END ZERO MAX . ZERO START LAP POINT MON . POINT LAP EACH LOCATION vLEFT END MAX . START RIGHT - - i OF LEI) - - LAP MOM . LAP 1 1 19 . 0 0 , 1650 1 . .1.580 1 , 9770 6Z-23.97 LLL r� 0 .0000 W0000 4.0635 -1 . 1926 -7 .7806 0 . !000 :) . 0-3 24 . 6272 -7 . 2278 - '3.5776 0 . 7 2 20 . 0 0 . 1650 1 , 7796 1 .5204 67- 1 # 97 L LR � 7 ♦ 7806 -1 .9822 1 ♦8162 -3. 7503 "5♦ 1887 0 . 19 3 20 . 0 0 . 1650. 1 . 6093 1 . 6907 6Z-21 .97 --5 . 1.887 -3. 6619 2 . 6597 4 .3930 6.0020 -•15 . 7233 •-22 . 1931. 16 . 1193 -26 . 6291 -18. 1878 0a44 tt a 0 0 . 1650 ry 1 . 6907�,} 1 . 6093 fa.L-..�. :`7 i [ { i I] -•L 44t`.t n«f� --4 .3,! 38 2 .6597-3 . 6619 -5.. 1887 •� =1. 16 . 1193 � 3 3 -_ 'J: A W) {] i� f(J.i.. • -�n • 1 9,J 1 •�••1,J f 7 :0 .y44 3 20 . 0 0 . 16 0 1 . 5204 1 .7796 6Z-24 ;•9.7 LLL - 1.8 `- 1 .8162 -1_98 -7.7806 ------- ---- - .. -- 9 , 2146 4 ,fit;,, k-�._._-�---------- ------ 66 --15 - 7233 22 . i 321 11 .0075 -12 ,01.31 23 5776 '.} , 1 9 1 . 1530 0�1 t / 97 LLR 6 1:] . ',! 'J . 1.0 u'� «. . '"�.t�,i} � LJ L"-;�..3 s 7 . 7506 --1 . 1926 4 .0635 0 . 0000 0.0000 PACKAGE INDUSTRIES, INC. 8*'Z 16 GA 50 KSI 10-31-80 80041 TYPE= Z TCTAL DEPTH= 8 .033311 THICK.= 0.0610" FY= 50.00 KSI AREA=0. 85( IN2) WEIGHT= 2. 97LB/FT TOP FLG BOT FLG RAD a FLG E WEB"= 0.1250 0. 1250 WIDTH OF FLGT' = 2.3880 2. 3880 FLG SLOPE(X "/12) = 0.0_ _ 0.0 ( += OPENING, - = CLOSING) . - RAD @ FLG E STIF= 0.1250 0. 1250 STIFF ANGLE(DEG)= -45.0000 -45. 0000(+= OPENING) -'STI FF IAIDTH" = 0.7645 0.7645 GROSS SECTION PROPERTIES: CENTROID:X= 0.0 it Y= 0.0 " I X= 8.17 I^I4 I Y= 1. 15 IN4 RX= 3.0943" RY= 1. 1596n C(TF) = 4 .0003" C(BF) = 4.0000" I-MAX= 8.81 IN4 I-:MIN= 0. 51 1,1114 R-MAX= 3.21 IN4 R-MIN= 0. 77 IN4 IXY( IN4)= 2.21 PRIM. ANG= -16 . 10 BEG(+ = COUNTER CLOCKWISE) BENDING PROPERTIES UNDER FULLY BRACED CO'UDITION-- WEB - H/T= 129 .15 FVC= 4.99 KSI FBW= 31.18 KSI FV= 4.99KSI TnP FLG IN COMP.- W/T (LIM )= 31.2 W/T(ACTUAL )= 34.8 WIEFFECTIVE)= 2.0010" FB(ALL)= 30.0 KSI C= 4.03" SX= 2.01 IN4 M(ALLI= 60.37 K-IN STIFF I( IN4)=0 .001299 REO'D=0.000853 ALL COMP( STIFF )= 2T.83 KSI BOTTOM FLG IN COMP.- W/T(LIM )= 31 .2 al/T(ACTUAL) = 34. 8 W( EFFECTIVE)= 2.0010#1 FB (ALL )= 30.0 KSI C= 4.00" SX= 2.01 IN4 M( ALL)= 60.37 K-=IN STIFF I ( IN4) =0.001299 REQI D=0.000853 ALL COMP (STIFF )= 27.83 KSI BENDING PROPERTIES FOR UBLY = 60.0t1 AND CB = 1.00 TOP IN CCMP-- L2 .SXC/D.IYC=1610. 2 FB(ALL)= 28.21 KSI BOT IN COMP-- L2, SXC/D. IYC=1610.2 FB(ALL)= 28.21 KSI PROPERTIES FOR AXIAL COMP. 0= 0. 59, 9A= 0.63, 0S= 0.93, REDUCED A= 0 .54 . IN2#MIN FC= 27.83 KSI WHEN AXIALLY LOADED AND LATERLLY BRACED C UBLY= 60.011UBLX= 60. 0" CC=107.9 CC/S0R.7 (0)= 140.6 K KLMMAX) FAI ( KSI ) 1 .00 77.7 13.03 1 .50 116 .5 10. 10 2 .00 155 .3 6.30 WHFN AXIALLY LOADED AND SUBJECTED TO LATERAL BUCKLING XO= 0. 0 IN, RO= 3.30 IN, BATA= 1 .00, J= 0 .0011 IN4 , CtiJ= 6.05 IN6 K SIGMA ( T )SIGMA( E <) SIGMA( TF ) F*EX SIGMA( E 'X) FA2 ' KSI KSI KSI KSI KSI KSI 1. 00 53. 80 834. 9 53. 8 393. 13 763. 1 13.27 1 .50 24.63 371. 1 24.6 176. 95 339. 1 10.T8 2.00 14.41 208.7 14.4 99.53 190. 8 7.52 RESULT OF ANALYSIS FOR GRAVITY LOAD FY = 80.00 K. ;. PACKAGE INDUSTRIES, INC. 80066 01-02-81 --- PACKAGE PANEL ( INTERMEDIATE STIFFENERS NOT EFFECTIVE) GRASS SECTICN- PROPERTIES PER ONE COMPLETE SECTION OF PANEL PANEL GAGE T WEIGHT THEORETICAL I-NA S-TOP S-BTM IIN.•) (PSFJ COIL-WIDTH ( IN. ) ( IN.4) (IN.3) tIN.3) 26 0.0174 0.80Ct1 13.248 0.0426 0.0434- 0. 1546 24 0.0239 -1.0673 13.230 0.0562 0.0572 0.2047 22- 0.0299 1.3342 13.212 0. 0694 0.0707 0.2583 SECTION 'PROPERTIES- FOR ALLOWABLE LOAD DETERMINATION PER ONE FOOT PANEL�WTD7 OF "ZOVERAG1 _ COMDl'rJGN PANEL I-NA S-TOP F-TOP S-BTM F-BTM ALLOW. HOMT OF ,I BENDING--- GAGE ( INS 4) ( IN.3) (KS I ) ( IN.3) (KSI) (KIP-IN. ) TOP OF 26 0. 0327 0.0318 -48. 00 0. 1483 10.29 1.5267 PANEL IN 24 0.0496 0 .0494 -48. 00 0. 2015 11.77 2.3722 COAPRESSLONk 22 0. 0653 '0.0658 -48.00 0.2531 12.47 3.1570 BOTTOM 26 0.0205 0.0329 47. 50 0.0326 -48.00 1.5642 PANEL IN 24 0. 0292 0.0450 48.00 0.0487 -44.35 2.1580 CCMPRESS.ION 22 0.0388 0.0573 48. 00 0. 0677 -40.59 2.7494 ALLO'WABtE UN'IIFIORMLY DISTRIBUTED LOAD (PSF) AND CORRESPONDING DEFLECTION ( IN IP:PUT W STh (IF COVERAGE OF ONE COMPLETE SECTION = 12.00 IN. ? TT SOP-AN GA&E Sill MPLE SPAN T60 SPANS THREE SPANS ALLOW DEFL i ;_T.'.I h&AD DEFL . LOAD DEF L. LOAD DEFL. L/180 L/240 3.33 ZOO, 9Z,..8 0.23 94.0 0. 16 117.5 0.26 0.22 0.17 -2 f4+ 142'..6 0.25 129.7 0. 16 162. 2 0.25 22�' 1toA.8 0.25 165.3 0.15 206 .6 0.24 4.00 "'24, 6S .6 0.33 65.2 0.24 81. 5 0.38 0.27- 0.26 93B -8 0.36 89.9 : 0.23 112.4 0.36_ zz iaiL .5 0.37 114.6 0.22 143.2 0.34 44- 50 Z& 59D .3 0.42 51.5 0.30 64,4 0.48 0.30 0.22 24t- 78 . 1 0. 45 71. 0 0.29 88. 8 0.46 zz 1IX3 •9 0.46 90.5 0.27 113. 1 0.44 _. 5 00 26 4-0,.7 0. 52 41. 7 0.37 52. 1 0.59 0.33 0.25 K 63 .3 0.56 57.5 0.35 71.9 0. 57 84 .2 0.57 73 .3 0.34 91 .6 0.54 5. 50 .'26 33 ..6 0.63 34.5 0.45 43. 1 0. 72 0.37 0.27 7X4k 52..,3 0.68 47.6 0.43 59 .4 0.68 22_ 6G':..6 0.69 60.6 0.41 75. 7 0.65 6. 00 26 2ZL 3 0. 74 29.0 0.53 36 .2 0.85 0.40 7.30 24 '41 9 0.80 40.0 0.51 50. 0 0. 82 y 22 5 5 y 0 .82 ,, yy .y5.0.91 0.49 { y63 .6 1 yy0.78 y{ yy t Y _� ',` # r �M M `i'�i'- 7 'Y' � Y T � M M � M � M �` � M '` � M � T •� � '�M` M � � Y # M M NOTE- Al GWABL�t,, ('ADS CAN BE INCREASEV BY 1/3 IF LCAD IS DUE TG WIND. b 43 fL Ey D ' a � % I,IV n� Bsfs . (h J V n ti v 1 . n u• a� e• I;v y 111.4 f \ r- ' Q 00 LJ N ,1V / 77.f3 a � 'o' L' ,S'iCN Cs�ev .D- WM' P. G�'L'rrcZ • �,• .vMpv�-s,770.vS 8R v o.v FIZOt�T MINIM UM 4tJILt�11�1a SG1f' I vE REv.rz O Q VC UNOA 10W N H O L To P-x D o f�N15,a G�v� May, Zjo ; rGLE W1141k ONE- FOGT OF ON ISH GRAVe OVER LEACH AREA — — 2 � of PGA STONE Fba (IG'MIN) 24' DIA, C049 � D►513ox N IMPEAVIOU S cvv%� -m %a"/Foor� �„��N. -- I5T2�vEi. PRE�IENT11.1ES F$ oM J >✓i IrJFIL'fYLAT'ff,ka tJE, i CJ4'(IROW Z'MIN. �N. Pi CH T (/20W. it LEAGN ;oWAS►-CEO II �'k -7, �T/C1� ( STONE INVERT GALLON 4�n+M,r1- INV� IJ RT I ALL G '01ACITY . , 4'� DMA. W.C. 771 s+: /.o' w/+w -rwn Al2OUPJV Se-. V l G T'M K 111�/ERT PIPE p�<FyLt, r"4o+.D soiv j L° ^/o_GARBArGE GR1t PSP\ Ihl >,, 4 yaF f�. 4.9U do Tj - — ----- ---- -- 20 M I av "i -- 7777._,it i P E TA ) L 4' - sEPTIG sYsTEM CoNSTRUC-t1oN VESI�it4 C_QM0j'rA-rIQNS : ALL CONFORM To THE MASS.5N NN :ei=z� � 1II RONMENTAL COPS TITLE g r..y ��. r ,�- s REV ISED 1-77 T O p��jlGl�! FLQV�I . �•;,:: :�o"' eC+e-- r 00A1ZV OF "SALT14 126CAL4I.AT101--15 — L EA G►-� 11�1 Ca RAT - : to n,. : _ ti, ;Al R E Q 'O. LEP►GI-� . GAS PA G 1 TY AND LEACH 1Nla Q4 T To 5S of r:• REIrJFoRr.I✓v coNciziGrE I M PROPoSEV LEA�F4C�►Ppc1TY uN CONC46 F, �STi�NC�2 951 — — — — H IO L0A[)1t4cq txz WAY1 NaT To DE LOG,A-M-P -' ; 0sPLA Jfr F OVER �S"fE.M C1N LFS►� ^ \ [i 9E514AN LOAP11442 Pr P - t-t- 1F� Z'o _ LOG A i3 VJATegariiG HT i 1 1 ��I/ \ • - REFER EN G E Q BARNS. &A, of VEEvs ENGINEERING CuRn DESIGNING BUILDING _ SHORT INC. _NEAI.Tk ACa� APM0\/AL DENNIS, MASS 385a2831 ^3 t �� �• � '� car% � • �� _s'oi G Lo G 14743 q Ile l Y, Q45 a 1 - yy 0 o� 1 1 � � � o � _PRopos�-• n h 1,KIV > axx�. 40, tx� i � 6 LJ v N O % - k ' �' TAT ,•4oGE .� ,'a,� �a�• io ;y8� i Mit4jMUM 61JJLDItJ a 4b ef rc O _Q �OUNDA l0 J�hAN N D►. MISH WITNIN ONE FOOT OF GRAVE OVER LEACH AREA OF P6A s-roNE Fog (lo'MIN) 2,�''v1A. GOv�1� �� 6vTivrr ` (MPERVI0L) S CVVV-R- � t sr PR Ev,>rN T * 1,W eS FROM ' Ih1FIL3VA11I -k �v �'nntr�_2'`Mi►J. !^!P1 cH 1� T Iz'rv�. a 'I o �'MI •/ I r MQ� lit T T C" V V.4 J L.✓a._ T d'NUN. 1 Q,� f _ -2,� A FAQT 0{A• I LEACH INVERT GALLON MIN. IKVEIRT N 1 QT GA_P�GITI/ 4 B. /9 4 Pi A. «� WIW STANP PVC., t7ow wso/a K ItJ�IERT PIPS *-o r,vaer %- (�! _c AT E PIT) j L GAPi3ACaE GRItQ0SP\ -SYST -PA SEPTI G sYSTEMA,�coN STa ucMT1oN �` P��� MS:'"'.s` =iZo S ALL CONFORM TO THE /AASS. I !; ED\N.�yU NV/V`�T/1� � �Lf rc7E SAW4 Stac .St. � I RONMENTAL CODE TITS-E Y 1 ' — — — — 1Z5V I SEO 7- 1--77 ry THE OtJS I w� �Ro OF "SALnn REcau LATi I tt L EA GN k r\1 Ca RATS • �t s .. 7 -> N�:.v. 5 E ell G-TA N K , 01 5Tz I aj 1 o tJ ew)e . A�PA G ITS `Q G' P. D. AN 0 I.EACF4 IMl.x PIT TO 13S ot= REQ fl. LE.AGI-4 G 1 R>=ItJF•oRraEv GoNC42STE PROP05ED LEAC-HCAPAC.ITY Mu�.Je,R>F�E r? NG zooDn P5� N 10 1.DA D I nl Ca ,� t paj,j>*►y r4o To EOE t-ocArmv :� -. .\,.^ -L, ; I T-e Le N ipES14AN LaA170444 USED LOGA'nOtJ ' _ n �1 L{.. TO �e �-1T �� gy�T� � aS 0r4 ��M aaSE �►at . Rom. OF VEEPS> 'CEE 5 : GAS �Ra� oriL PEE-CAST DAB; ' — . ENGINEERING CmRm DESIGNING BUILDING _ - - - - - -L NEAI.TM INC. AUwJ�TA �o�At. SHORT DEN NIS, MASS. 385m283!J n s+ \ 3 k yam. a F W Ir t a Y + h S ttX J 1 e ZZ o iN "f �57-1,4 ES- -cx75 ES �S-2 �5-Z E 5- �� ooS iSr"'? 1 _ c� S- E CtI c`� G, - I_g 45"ccoS q C�►�- 19 ,45 4 _ lob 19 45 _--- - �9'A' Ge-i9 `?�4 __— 'z' t6.45 -apm } v, ap �j' o SC}- ia SA- �a Sq- tp sc� �o �� - Ip Sa- lo SA- lo SA SA-ip SA- , p -16 x 2 A 3ZS F,005 (TYP) 1 3o . 7 OCR ---__ �-30 _ _ CaU F3 -- o .' - — ln; to>' - ►"i 14� -- Ust c 3-a , o aqi CLIP�ryP) ----__-_(0_. 1-9- '-1—G, __-------__ 1 ,4 19 -0o o ES-a0 _ ov0 s EsT- 1 ,4 q1S aJ po I �� lad - r� LAI tL I t I ce J ' _ ..-��`• W; � / � ,r ;� � �!-! � 4_ 5�1- to SA � O SA - ► O r �. t�i0 j(�• 10 5A- 10 5A ICJ Sp - tp ,,p 10 SP► to 10 U17 �9 xY4rt ..— �� r l ;! 9 -- , I i i j i { tit01 t` - } O / 0 / `a- ( j r { r,� M 9 �T ` © m CT- C� cC` r C` C� C5— * q© "3" •9 f c� • ` rt9 �9 9 9 �"' r- i-- tz r' j v00, I _ , r , LL - f I • ! Q to va) - �, .9'1 ooS (� - 1fl 1,g'1 Cod q'1�, _ �IrL ! � � 1 --- ��-a -��-, � � ��-a3_-a� � cos EST-1.4 G, 19 • Cos 0 ES •ao F-S 1✓s- vos csr-1 4 NF, �(ZO �4-X ZYZII A3Z 5 Bo(,TS 7y P) ,1s ^1"B-(0c)-70Ca j B-(o0 -`JOO 'E T I � -t - �0� _ s-ao ._ _. _ _ an dr ► 4 ik P & Z REALTY TRUST A=344-82 1 It � - q ��- -14\ fl;. lot #3D 41 Bodick Road 19 ,4� Hyannis too - C� 4 - i - - - ,4 bZ 'iS nis I _ � � � �,�� « di ~J PERMIT #23569 October 20, 1981 4, _ V ? _ _ _. ._ _ _ ______ _ 1 _ n° Po h �. T�//4 Ole v 75,08 5q-Iv oq.w s� � o �� - �0 5A ►o '�a•- ►o -)A-Io t q r0 5�- cap sR- 10 sq 10 -tom L�1216 GTE � FUG' Gc:"-i �C .�-% .�=��c�Dv�.�s T PACKAGE STEEL BLDG'S PACKAGE BUILDERS, INC. (11 OF Al.4f HARBACK ROAD, — BUTTON, MASS. 0I527 � r § a K < x,', ��� , o? yG .fir •?' r EAU SCALE DRAWN a a s v/ /�r�f EVISED v 1 ' DAT! AriROVED SY DRAWING NUMBER Y � 1__13/09 6vs L2Z� MAKEPEACE P•2580 ,r - X. 7;11 r, ,„ .:.. .+lad.!:r: ,.:•:: rt�" _;..,,. ., %t �.� .. . - .. _ yr r. �t. 'N�� ��y ��n:�. � °mow 5,��•nil� � �h. "4 ti r Y1 tl 4 I,4 S- — � y -cv S-2o -2o S Z o E S-gyp cb! V 4� CCN k 45A• 10 Sq- ID 2-to •c�{,�- �� S6� ►O to - 10 SA- to _. ... _ Af Z A3Z5 0005 (TyP) ao- - . F_r r` USE cS c IS �o _ C��P�TyP) °4 (of.- Iq1"15 0 _ g Es-a,� ES o �5-� 0 �s"ao �S �G- nay si- i ° °� ! 9 po/ 190 Lk kL ib - 1;o __ _ __S A , Sa t o 5A t o o � r � � o � { �a�4 , 10 01 a M o _ S M t V I 1 pl— cr It G I 1 , a - s to Q 0 o k► ( 3 ! 1 f i �9 ' L" c- r � da t� r �- r- f ,9 ,9 s O cc\ p czlj i V l 1 1 ! �. p ' O � � ►- � � 1 I i ( ' Clad I 9 d4.y a l _. � c.� vo5 4 Es- H - oc)'S S-cz U ES -a© E5 -a0 ZQ %4 XZ� 3Z �iOt.T ac,s tsr-►°4- C ) z A 5 (Tv P) f Coo-Ioo z T8-(oo --7oo , 1:n lk 1} Gk I o4-o ' - „Z - rc ' (;�� I4.1S In _1 q 6? 1419S t4l �l Tolbi _T17zr1 1/ r L5eczl c� �c o 5A to 4--AN 10 I �Q to "jA lo S A- t'v 5P1"10jc Fak 2 � a 4. •��r � +.f �k ; A-�' � ��. .a�` k"�,.� f s'X�•`a� ,yg f" 'y+ k .,.Y Axc�; '^.. •,,, '„�rx^k c , - PACKAGE STEEL BLDG'S -` � SS PACKAGE BUILDERS, INC. �� OF �1 HARBACK ROAD, — SUTTON, MASS. 01327 EIV on a. .., SR �w REAU N /' �•'� //�" /y f . SCALE RAWN BY D F- NAL REVISED I�•a ay^� rF"ryy P. sa d>•J�µ s .-.,J A ��;. e aM• ,.,. .. � 4���+1'�+� w '�x_:.R��a ",rn a"{ ,. � PPROVED RY NUMB DATE A DRAWING M k „ I . 6�firdiifs■Afvr. !.�. ; REVISIONS .. �.. NO. DATE DESCRIPTION ctv t� , I t - _ , I r"J 20 � - 2a � r4 i ( NA? 7- -7-E D FXF�i)A/SIGN rJ--/P' I p M is o -- �— - -- — - - -- - - - ----.. ---- -- - 1 - - --- — - -- ----- --- - - - - —- - -- 'I I 2- '�'S T r i � • /_o T. i I F-ou1yo 4 T'/U/`/ PL.,9N rrr — — )4. ! i 1A/A z d O _ . n //Z C �� I -- a = I i ( I I`,�C�R?h� L�L ,F'Vim%T/0,N --Daor - /o- i o I TY� i t I I - f S/7" �L rq N /N //y'o 1.'1.. 1 M SS Vi4 �U/`!' - Fr�I� ' r /C�1 . �y — — —— _ _. — B PF't�SON, 1R. �— " SCALE: j / "G APPROVEDY DRAWN BY . No. ZIS 3 8 DATE: —%U3-t r-..• � ' / DRAWING NUMBER W TEL EDYNE POST 18AB-20S REVISIONS f NO. DATE DESCRIPTION BY 1 / 0! 3 2, cu _-�- �' z0' 20 o' �c -�i /312„ 4 1 r I :r ------ z • - .. -• I yz u r"Q It I � I ' J Z 40s VEA-7- C3 /;o47 „ : T I I F©OT/NG f c L AL Y ---- --- -- — — — - - --- _ , iL Mika- /N ( o eo7 N 7 of //o. ,J ! I a n I T- - -- 1VCJR71-1 LPL FVA,T/r-,,",/ _ { D002 - /UX/O Of i ! !jr V / L t �',✓ 1�/ f C IA/ — —. ..--------- - -� -- APPROVED BY F� H �n . SCALE "G DRAWN BY SC . 1 . A Flo, 22u1$ DATE: ' DRAWING NUMBER , 'K?ELEDOE POST 18AB-20S r,. ....