Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0400 KIDD'S HILL ROAD - PLANS (2)
ry' NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS ------------------------------------------------------------------------------- 209 GROVE STREET NORWELL MA. 02061 TEL. 617 659 2617 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: SENCORP SYSTEMS INC. ADDRESS : 400 CONTRACTOR: ATWELD INDUSTRIES INC. DATE : KID'S HILL RD. HYANNIS MA. 02601 JOB # : 10-16-98 CONSTRUCTION: NON-COMBUSTIBLE OCCUPANCY: MACHINE SHOP --------7---------------------------------------------------------------------- DESIGN CRITERIA ------------------------------------------------------------------------------- NFPA 13 ORD. HZD. GRP. 2 WET SYSTEM 196 SQ. FT. PER SPRINKLER 0 . 64 in. ORIFICE SPKLR' S . K-FACTOR 11 .4 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq ft FORA DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA WHEN FLOWING 319 .42 gpm AT A PRESSURE OF 52 .48 psi AT THE BASE OF THE RISER INSIDE HOSE 2.50 gpm OUTSIDE HOSE 0 gpm RACK SPKLR' S 0 gpm ------------------------------------------------------------------------------- WATER SUPPLY DATA ------------------------------------------------------------------------------- WATER FLOW TEST DATE OF TEST 9-29-98 TIME OF TEST 10 : 00 AM STATIC (psi) 70 RESIDUAL (psi) 65 FLOW (gpm) 1320 ELEV. OF RESIDUAL TEST GAGE 0 LOCATION OF FLOW TEST KID' S HILL RD. TEST CONDUCTED BY BARNSTABLE FIRE DEPT. TEST DATA FURNISHED BY BARNSTABLE FIRE DEPT. -------------------------------------------------------------------------------- GENERAL REMARKS : SYSTEM ONE OF TWO AREAS MOST REMOTE. FIRE y. A j" q d. w NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 PAGE 1 ------------------------------------------------------------------------------- SYSTEM ANALYSIS TO SHOW MAXIMUM FLOW WITH ZERO PRESSURE REMAINING MN-NN----N-------------------------------------------------------------------- THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 75 11 .40 25 . 00 49 . 16 18 . 59 76 11 .40 25 . 00 48 .91 18 .41 77 11 .40 25 . 00 47 .31 17 .22 78 11 .40 25 .00 47 . 00 17 . 00 . 79 11 .40 25 . 00 47 .20 17 . 14 80 11 .40 25 . 00 46 .86 16 .90 81 11 .40 25 . 00 47 . 88 17 . 64 82 11 .40 25 . 00 47 . 50 17 . 36 THE SPRINKLER SYSTEM FLOW IS 381 .83 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO . 1 IS 250 . 00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S . [ ] YARD HYDT. FLOW IS 0 . 00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70 . 00 psi RESIDUAL PRESSURE 65 . 00 psi AT 1320 . 00 gpm TOTAL SYSTEM FLOW 631 . 83 gpm AVAILABLE PRESSURE 68 . 72 psi AT 631 . 83 gpm MIN. PRESS . REQUIRED 68 . 72 psi AT 631 . 83 gpm PRESSURE REMAINING 0 . 00 psi THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 4 FOR A BACKFLOW PREVENTER [ ] METER ] DETECTOR CHECK VALVE [ ] OTHER DEVICE NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 PAGE 2 ---------------~HYDRAULICCALCULATIONSATSPECIFIEDNFLOWNNNNM NMMNNNNM,NNNN NN N N N THE FOLLOWING SPRINKLERS ARE OPTEST ERATING IN:EA 3 ] REMOTE AREA [ ] TEST AREA 1 [ ] TEST AREA 2 [ ) REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 75 11 .40 25 . 00 41 . 16 13 . 03 76 11 .40 25 . 00 40 .94 12 .90 77 11 .40 25 .00 39 .54 12 . 03 78 11 .40 25 . 00 39 .29 11 . 88 79 11 .40 25 .00 39 .47 11 .99 80 11 .40 25 . 00 39 .20 11 . 82 81 11 .40 25 . 00 40 . 07 12 .35 82 11 .40 25 .00 39 .75 12 . 16 319 .42 gpm THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE SPS POINT NO . 1 IS 250 .00 gpm RE [ ] THE INSIDE HOSE [ ] IS 0 . 00 gpm [ ] YARD HYDT. FLOW THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70 . 00 psi 65 . 00 psi AT 1320 . 00 gPm . RESIDUAL PRESSURE 565 .00 gpm TOTAL SYSTEM FLOW 69 .92 psi AT 569 .42 gpm AVAILABLE PRESSURE 68 . 80 psi AT 569 .42 gpm MIN. PRESS . REQUIRED 53 .80 psi PRESSURE REMAINING p THE ABOVE RESULTS INCLUDE 6 psi FRICTION LOSS AT REF. PT. # 4 FOR A (�] BACKFLOW PREVENTER [ ] METER [ ) DETECTOR CHECK VALVE [ ] OTHER DEVICE NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 PAGE 3 ------------------------------------------------------------------------------ FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft . C (in) (psi) (psi) (psi) (psi) (psi) ------------------------------------------------------------------------------ 1 2 319 .42 375 . 00 51 . 89 140 8 . 07 0 . 00 0 . 00 53 . 80 53 .46 0 .34 2 3 319 .42 30 . 00 75 . 83 140 8 . 07 0 . 00 0 . 00 53 .46 53 .37 0 . 08 3 4 319 .42 2 . 00 18 . 00 120 8 . 07 0 . 00 0 . 87 53 .37 52 .48 0 . 02 4 5 319 .42 4 . 00 14 . 00 120 6 . 07 0 . 00 0 . 00 52 .48 46 .41 6 . 08 5 6 319 .42 2 . 00 14 . 00 120 6 . 07 0 . 00 0 . 87 46 .41 45 .47 0 . 07 6 7 319 .42 172 . 00 49 .46 120 4 .26 0 . 02 10 .40 45 .47 29 . 79 5 .29 7 8 319 .42 4 . 00 22 .48 120 4 .26 0 . 02 0 . 00 29 . 79 29 . 16 0 . 63 8 9 310 .96 12 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 29 . 16 28 . 88 0 .27 9 10 304 . 19 12 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 28 . 88 28 . 62 0 .26 10 11 298 . 71 13 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 28 . 62 28 .35 0 .27 11 12 292 . 61 14 . 00' 0 . 00 120 4 .26 0 . 02 0 . 00 28 . 35 28 . 06 0 .28 12 13 285 . 75 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 28 . 06 27 . 79 0 .27 13 14 280 . 81 14 . 00 0 . 00 120 4 .26 0 . 02 0 .00 27 . 79 27 . 53 0 .26 14 15 277 . 52 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 27 . 53 27 .27 0 .26 15 16 275 .43 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 27 .27 27 . 02 0 .25 16 17 274 .27 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 27 . 02 26 . 77 0 .25 17 18 273 . 64 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 26 . 77 26 . 52 0 .25 18 19 272 .98 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 26 .52 26 .27 0 .25 19 20 271 . 70 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 26 .27 26 . 02 0 .25 20 21 269 .38 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 26 . 02 25 . 78 0 .24 21 22 265 . 64 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 25 . 78 25 .54 0 .24 22 23 260 . 07 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 25 .54 25 . 31 0 .23 23 24 252 . 15 14 . 00 0 . 00 120 4 .26 0 . 02 0 . 00 25 .31 25 . 09 0 .22 24 25 241 .25 14 . 00 0 . 00 120 4 .26 0 . 01 0 . 00 25 . 09 24 .90 0 .20 25 26 226 . 64 14 . 00 0 . 00 120 4 .26 0 . 01 0 . 00 24 .90 24 .72 0 .18 26 27 207 .46 14 . 00 0 . 00 120 4 .26 0 . 01 0 . 00 24 . 72 24 .57 0 . 15 27 28 182 . 61 14 . 00 0 . 00 120 4 .26 0 . 01 0 . 00 24 .57 24 .45 0 . 12 28 29 91 .50 14 . 00 0 . 00 120 4 .26 0 . 00 0 . 00 24 .45 24 .42 0 . 03 30 31 8 .46 16 . 00 0 . 00 120 2 . 16 0 . 00 0 . 00 30 .41 30 .40 0 . 01 31 32 15 .24 8 . 00 0 . 00 120 2 . 16 0 . 00 0 . 00 30 .40 30 . 38 0 . 02 32 33 20 . 71 82 . 00 0 . 00 120 2 . 16 0 . 00 0 . 00 30 .38 30 . 04 0 .34 33 34 26 . 81 14 . 00 0 . 00 120 2 . 16 0 . 01 0 . 00 30 . 04 29 .95 0 . 09 34 35 33 . 67 14 . 00 0 . 00 120 2 . 16 0 . 01 0 . 00 29 .95 29 . 80 0 . 14 35 36 38 .61 14 .00 0 . 00 120 2 . 16 0 .01 0 .00 29 . 80 29 . 62 0 . 18 36 37 41 . 91 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 29 . 62 29 .41 0 .22 37 38 43 .99 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 29 .41 29 .18 0 .23 38 39 45 .15 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 29 .18 28 .93 0 .24 39 40 45 . 78 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 28 .93 28 . 68 0 .25 40 41 46 .45 14 . 00 0 . 00 120 2 .16 0 . 02 0 . 00 28 .68 28 .42 0 .26 41 42 47 . 72 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 28 .42 28 . 15 0 .27 42 43 50 . 04 14 . 00 0 . 00 120 2 . 16 0 . 02 0 . 00 28 . 15 27 . 85 0 .30 43 44 53 . 78 14 . 00 0 . 00 120 2 .16 0 . 02 0 . 00 27 . 85 27 .51 0 . 34 NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 PAGE 4 ------------------------------------------------------------------------------ FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft . C (in) (psi) (psi) (psi) (psi) (psi) ------------------------------------------------------------------------------- 44 45 59 .35 14 . 00 0 . 00 120 2 . 16 0 . 03 0 . 00 27 .51 27 . 11 0 .41 45 46 67 .27 14 . 00 0 . 00 120 2 . 16 0 . 04 0 . 00 27 . 11 26 .59 0 .51 46 47 78 . 17 14 . 00 0 . 00 120 2 . 16 0 . 05 0 . 00 26 .59 25 .91 0 . 68 47 48 92 . 78 14 . 00 0 . 00 120 2 . 16 0 . 07 0 . 00 25 .91 24 .98 0 .93 48 49 111 .96 14 . 00 0 . 00 120 2 . 16 0 . 09 0 . 00 24 .98 23 . 66 1 .32 49 50 136 . 81 14 . 00 0 . 00 120 2 . 16 0 . 14 0 . 00 23 . 66 21 . 75 1 .91 50 51 67 . 69 14 . 00 0 . 00 120 2 . 16 0 . 04 0 .00 21 . 75 21 .23 0 .52 8 59 8 .46 113 . 00 7 .43 120 1 .44 0 . 01 -2 . 17 29 . 16 30 . 65 0 . 67 59 60 8 .46 10 . 00 0 . 00 120 1 .44 0 . 01 0 . 00 30 . 65 30 . 59 0 . 06 60 61 8 .46 17 . 00 0 . 00 120 1 .44 0 . 01 0 . 00 30 . 59 30 .50 0 . 10 61 30 8 .46 8 . 00 7 .43 120 1 .44 0 . 01 0 . 00 30 .50 30 .41 0 . 09 9 62 6 . 78 127 . 00 14 . 87 120 1 .44 0 . 00 -2 .17 28 . 88 30 .52 0 .53 62 63 6 . 78 . 9 . 00 0 . 00 120 1 .44 0 . 00 0 . 00 30 .52 30 .49 0 . 03 63 64 6 . 78 7 .50 0 . 00 120 1 .44 0 . 00 0 . 00 30 .49 30 .46 0 . 03 64 65 6 . 78 2 . 00 0 . 00 120 1 .44 0 . 00 0 . 00 30 .46 30 .45 0 . 01 65 31 6 . 78 7 . 50 7 .43 120 1 .44 0 . 00 0 . 00 30 .45 30 .40 0 . 06 10 66 5 .48 109 . 00 7 .43 120 1 .44 0 . 00 -2 . 17 28 . 62 30 . 50 0 .29 66 67 5 .48 14 . 00 0 . 00 120 1 .44 0 . 00 0 . 00 30 . 50 30 .46 0 . 04 67 68 5 .48 19 . 00 0 . 00 120 1 .44 0 . 00 0 . 00 30 .46 30 .41 0 . 05 68 32 5 .48 6 . 00 7 .43 120 1 .44 0 . 00 0 . 00 30 .41 30 .38 0 . 04 11 33 6 . 10 148 . 00 7 .43 120 1 .44 0 . 00 -2 . 17 28 .35 30 . 04 0 .47 12 34 6 . 86 148 . 00 9 .90 120 1 .68 0 . 00 -2 .17 28 . 06 29 .95 0 .28 13 35 4 .95 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 27 . 79 29 . 80 0 . 15 14 36 3 .29 148 . 00 9 . 90 120 1 . 68 0 .00 -2 . 17 27 .53 29 . 62 0 . 07 15 37 2 . 09 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 27 .27 29 .41 0 . 03 16 38 1 . 16 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 27 . 02 29 . 18 0 . 01 17 39 0 . 63 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 26 . 77 28 .93 0 . 00 18 40 0 . 66 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 26 .52 28 . 68 0 . 00 19 41 1 .28 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 26 .27 28 .42 0 . 01 20 42 2 . 32 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 26 . 02 28 . 15 0 . 04 21 43 3 . 74 148 . 00 9 . 90 120 1 . 68 0 . 00 -2 . 17 25 . 78 27 . 85 0 . 09 22 44 5 . 57 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 25 .54 27 .51 0 . 19 23 45 7 .92 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 25 .31 27 . 11 0 .37 24 46 10 .90 148 . 00 9 .90 120 1 . 68 0 . 00 -2 . 17 25 . 09 26 .59 0 . 67 25 47 14 . 61 148 . 00 9 .90 120 1 . 68 0 . 01 -2 . 17 24 .90 25 .91 1 . 15 26 48 19 .18 148 . 00 9 . 90 120 1 . 68 0 . 01 -2 . 17 24 . 72 24 .98 1 .90 27 49 24 . 85 148 . 00 9 .90 120 1 . 68 0 . 02 -2 . 17 24 .57 23 . 66 3 . 07 28 75 91 . 11 49 . 00 9 .90 120 1 . 68 0 .22 -1 . 30 24 .45 13 .03 12 . 72 29 76 91 .50 49 . 00 9 .90 120 1 . 68 0 .22 -1 .30 24 .42 12 .90 12 . 82 75 77 49 .95 14 . 00 0 . 00 120 1 .68 0 . 07 0 . 00 13 . 03 12 .03 1 . 00 76 78 50 .56 14 . 00 0 . 00 120 _ 1 . 68 0 .07 0 . 00 12 .90 11 . 88 1 . 02 77 79 10 .42 14 . 00 0 . 00 120 1 .68 0 . 00 0 . 00 12 . 03 11 .99 0 . 04 78 80 11 .26 14 . 00 0 . 00 120 1 . 68 0 . 00 0 . 00 11 . 88 11 . 82 0 . 06 NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 PAGE 5 FROM TO FLOW PIPE EQV., H-W DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) ft . C (in) (psi) (psi) (psi) (psi) (psi) ----~ ry~ - ~~ ry --~ ~ -- ~NN - N~~ ~ ------------------------------ 79 81 -2906 1400 0 . 00 120 1 . 68 0 . 03 0 . 00 11 .99 12 . 35 -0 .37 80 82 -27 .94 14 . 00 0 . 00 120 1 . 68 0 . 02 0 . 00 11 . 82 12 . 16 -0 .33 81 83 -69 .12 15 . 50 0 . 00 120 1 . 68 0 . 13 0 . 00 12 . 35 14 .36 -2 . 01 83 84 -69 . 12 11 . 00 0 . 00 120 1 . 68 0 . 13 -0 .87 14 .36 16 . 65 -1 .42 84 85 -69 . 12 3 . 00 0 . 00 120 1 . 68 0 . 13 0 . 00 16 . 65 17 . 04 -0 . 39 85 86 -69 . 12 9 .50 0 . 00 120 1 . 68 0 . 13 0 . 00 17 . 04 18 .27 -1 .23 86 87 -69 . 12 11 . 00 0 . 00 120 1 . 68 0 . 13 0 . 00 18 .27 19 . 69 -1 .42 87 50 -69 . 12 6 . 00 9 .90 120 1 . 68 0 . 13 0 . 00 19 . 69 21 . 75 -2 . 06 82 88 -67 . 69 14 . 00 0 . 00 120 1 . 68 0 . 12 -0 . 87 12 . 16 14 . 77 -1 . 74 88 89 -67 . 69 8 . 50 0 . 00 120 1 . 68 0 . 12 0 . 00 14 . 77 15 . 83 -1 . 06 89 90 -67 . 69 11 . 00 0 . 00 120 1 . 68 0 . 12 0 . 00 15 . 83 17 .20 -1 .37 90 91 -67 .69 6 . 00 0 . 00 120 1 . 68 0 . 12 0 . 00 17 .20 17 .94 -0 . 75 91 92 -67 . 69 10 .50 0 . 00 120 1 . 68 0 . 12 0 . 00 17 .94 19 .25 -1 .31 92 51 -67 . 69 6 . 00 9 .90 120 1 . 68 0 . 12 0 . 00 19 .25 21 .23 -1 .98 59 99 0 . 00 11 . 00 7 . 00 120 1 . 05 0 . 00 -0 . 87 1 30 . 65 31 .51 -0 .00 60 100 0 . 00 4 . 00 5 . 00 120 1 . 05 0 .00 -0 . 87 30 .59 31 .46 -0 .00 61 101 0 . 00 4 . 00 7 .00 120 1 . 05 0 . 00 -0 . 87 30 .50 31 .36 -0 . 00 62 102 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 30 . 52 31 .39 -0 . 00 63 103 0 . 00 2 . 00 5 . 00 120 1 . 05 0 .00 -0 . 87 30 .49 31 .36 -0 . 00 64 104 0 . 00 2 . 00 7 . 00 120 1 . 05 0 . 00 -0 . 87 30 .46 31 .33 0 . 00 65 105 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 30 .45 31 .32 -0 . 00 66 98 0 . 00 2 . 00 7 . 00 120 1 . 05 0 . 00 -0 . 87 30 .50 31 .36 0 . 00 67 106 0 . 00 7 . 50 7 . 00 120 1 . 05 0 .00 -0 . 87 30 .46 31 .33 -0 . 00 68 107 0 . 00 7 . 00 7 . 00 120 1 .05 0 . 00 -0 . 87 30 .41 31 .28 0 . 00 83 109 0 . 00 2 .00 5 . 00 120 1 . 05 0 . 00 -0 . 87 14 . 36 15 .23 -0 . 00 84 110 0 . 00 10 .50 7 . 00 120 1 . 05 0 . 00 -0 . 87 16 . 65 17 .52 -0 . 00 85 111 0 .00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 17 . 04 17 .90 0 . 00 86 112 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 18 .27 19 .13 -0 . 00 87 113 0 . 00 4 . 00 7 . 00 120 1 . 05 0 .00 -0 . 87 19 . 69 20 . 56 0 . 00 88 114 0 . 00 7 . 50 7 . 00 120 1 . 05 0 . 00 -0 . 87 14 .77 15 . 63 -0 . 00 89 115 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 15 . 83 16 . 69 -0 . 00 90 116 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 17 .20 18 . 06 -0 . 00 91 117 0 . 00 2 . 00 5 . 00 120 1 . 05 0 . 00 -0 . 87 17 .94 18 . 81 -0 . 00 92 118 0 . 00 4 . 00 7 . 00 120 1 . 05 0 . 00 -0 . 87 19 .25 20 . 12 0 . 00 A MAX. VELOCITY OF 13 .21 ft ./sec . OCCURS BETWEEN REF. PT. 29 AND 76 Sprinkler-CALL Release 5 .3 By Walsh Engineering Inc. North Kingstown R. I . U.S .A. NORTH RIVER FIRE PROTECTION CONSULTANTS SPRINKLER PROTECTION DESIGNED SYSTEMS 209 GROVE STREET NORWELL MA. 02061 TEL. 617 659 2617 H Y D R A U L I C C A L C U L A T I O N S PREPARED FOR SENCORP SYSTEMS INC. 1998 ADD. JOB 10-16-98 AREA 2 OCT.20 1998 W A T E R S U P P L Y STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1320 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 39 .2 SENC4RP SYSTEMS INC. 1998 APWpTER$SLiIPPLYlDEM6NDAGRAPHT .20 1998 85 . 50 81.00 76 . 50 P 72 . 00 E 63.00 54.00 U 49 .50 R 45 . 00 E 40.50 t]Ps l 36 .00 31 .50 27 .00 22 .50 18 . 00 13 .50 9 .00 4.50 2 00 0.000 00 1000 500 FLOW C , 3 DP.AliVAGE CALCULATIONS - POURED IN PLACE CONCRETE CC BERM WHERE APPLiv. ENGINEER TO INSPECT INSTALLATION RATIONAL METHOD DA1 SIDEWALKS 3000 PSI MIN. Q = CIA = (0-4)(4.8)(9657/43560)448.${tj.7)= 273 sf REQUIRED PITCH 1/8"/FT TOWARD PARK�IG 2" BINDER, 1" TOPCOAT TOB SPEC. USE CATCH BASIN GRATES WHERE NOTED HEAVY DUTY H-20 F&G'S y< EXP. & CONST. JOINTS AS REQ_ 2 PROPOSED LEACH SYSTEM: LEACH TRENCH 40'X3'X2'(280 SF PROVIDED) 8 C BERM UNL CRUSHED GRAVEL H-20 OMH COVER W/H-20 RISER CESS NOTED 2 RGgp z t RATIONAL METHOD DA2 -------'--- 6" REVS M 1.03.1 TYPE B (ROLLER COMPACTED) TO GRADE a i Q = CIA = (.95)(4.8)(18968j4356O)448.8{1f.7)= 1271 sf REQUIRED 1, \i . Il ` CONNECT DRYWELLS 2 BINDE. 1" TOPCOAT PROPOSED LEACH SYSTEM: LEACH TRENCH 200'X3'X2'(1400 SF PROVIDED) > �,LLER COMPACTED SUBGRADf NATURAL GRADE WITH LEACHING TRENCH 01 $ CRUSHED GRAVEL RATIONAL METHOD DA3 WHERE SHOWN FINISH GRADE i a� 9 I > z MORTAR M i.03.1 'TYPE B o�` I BARNSTABLE Q = CIA = (.95)(4.8)(23673/43560)4488(1/7)= 1586 sf REQUIRED +Ewa MIRAFI 140NS OVER ALL SLOl?E I � �� °� MUNICIPAL PROPOSED LEACH SYSTEM: LEACH TRENCH 240'X3'X2'(t680 SF PROVIDED) a COMPONENTS 12"� HDPE H-20 PRECAST VARIES, BUT 2 RS vRPORr\� RATIONAL METHOD DA4 N 3" MIN. PEASTONE DHOLES(2) RISERS h TYPICALLY 2' `z / /� >w AT 0% RISERS -H w z SEE PLAN I Q = CIA = (95)(48)(17252/43560)448.8(1/.7)= 1156 sf REQUIRED SS SEl� TIVNS: MORTAR ALL- -g Z PROPOSED LEACH SYSTEM: LEACH TRENCH 165'X3'X2'(1157 SF PROVIDED) A COMPONENTS a r- _.�. ..->. ..;•.,.,::->v�-.: 12"0 HOPE d� � oR� Rom RATIONAL METHOD DA5 N TS 14 (WERE APPLIC.) 2• Q = CIA = (95)(4 8)(7153/43560)44$8(1/.7)= 479 sf REQUIRED / LEACH PITS & �FLLLINV. WHERE ROOF DRYWELLS: I ORTAR 1 ! PROPOSED LEACH SYSTEM: LEACH TRENCH 0'X3'X2'(490 F PROVIDED) J ` I RATIONAL Mc:HO� aA6 LISTED 6,0X6'-8' 2' BED (& \ TYPICAL INVERT 4 = CIA = (.95)(4-8)(4320/43560)44$.$(1/.7)= 289 sf REQUIRED H-20 PRECAST I ADJUSTING /GROUT` EL. AS NOTED N PROPOSED LEACH SYSTEM: LEACH TRENCH 42'X3'X2'(294 SF PROVIDED) c0 6'0 SDR 35 LEACHPIT BLOCKSREQ.} (TYF.} .I PIPE AT 2% MIN. C-B. TRAP RATIONAL METHOD DA7 � IN FROM ROOF 12 0 HOPE PIPE MORTAR ALL COMPONENTS Q = CIA = (.95)(4.8)(60,468/43560)448.8(1/.7)= 4058 sf REQUIRED ELBOW PROPOSED LEACH SYSTEM: (2) 6'X6' PITS & TRENCH 456'X3'X2'(4070 SF PROVIDED) ALL STRUCTURES TO BE _ 1000 GALLON PRECAST RATIONAL METHOD R0GF1 PARCEL 14 SET IN CLEAN SAND H-20 CATCH BASIN Q = CIA = (.95)(4.8)(5611/43560)448-8(1/.7)= 376 sf REQUIRED ENGINEER TO INSPECT PROPOSED LEACH SYSTEM:(1) 6'X6' ORYWELL W/4' STONE (439 SF PROVIDED) ALLEN J. WHITE LOCUS MAP SCALE 2000' 405 SOUTH ST. RATIONAL METHOD R2 HYANNIS MA 02601 PLATE Q = CIA = (.95)(4.8)(14479/43560)448.8(1/.7)= 972. sf REQUIRED -_ PROPOSED LEACH SYSTEM:(2) 6'X6'DRYWELLS W/4' STONE (1053 SF PROVIDED) ASHOK J. AGGARWOL STOCKADE 3/4" - 1 1/2" 3'X2'TRENCH +24' 3'X2' TRENCH 19 HARRISON ROAD FENCE RATIONAL METHOD R3 CENTERVILLE MA. 02632 \ 4' MIN AROUND PIT BETWEEN BASINS OR DRYWELLS Q = CIA = (-95)(4-8)(2950/43560)448.8(1/-7)= 198 sf REQUIRED \ ;�ss WASHED STONE 6" STONE UNDER GEORGE J. HILL JR. TR. i STRUCTURE SEE CROSS SECTION PROPOSED LEACH SYSTEM:(1) 6'X6'DRYWELL W/4' STONE (439 SF PROVIDED) GEORG BARNSTABLE ILL R. TR. X_ ! BELOW 30 RATIONAL METHOD R4 x Q = CIA = (95)(4.8)(45000/43560)448.8(1/.7)= 3020 sf REQUIRED BRUCE D. AMSTER, TR. _ DETAIL SECTIONS. PROPOSED LEACH SYSTEM:(7) 5'X6'ORYWELLS W/4' STONE (3079 SF PROVIDED) 119 THORTON DRIVE S rq✓ti -- MIRAFI 140NS HYANNIS MA 02601 t <1V� F N TS FABRIC OVER RATIONAL METHOD R5+ PVT \ Fy Q = CIA = (-95)(4.8)(1 1 2 50/43560)448-8(1/-7)= 753 sf REQUIRED JEROME R. DANGEL TRS. // \ CF PROPOSED LEACH SYSTEM:2 EXIST.+(5) 6'X6'LP5 W/4' + 30'LT (3283 SF PROVIDED)825 BEACON ST SUITE 1 ; 3" PEASTONE OVER PIPE NEWTON CENTER MA, 02159 CONNECTING SLOTTED 12"O CORRUGATED H-20 HOPE PIPE - --- - - / -_- 75"-1.5" DOUBLE 65 /66 k 2' WASHED STONE -� 0 3 / 6g TRENCH CROSS SECTION A-A 66- 0 j C E L PAR 31 G I 'ENT C ASTAL SUN :'MIT`D PARTNERSHIP HTINC SPECS AV! O T� 224 BLACK DUCK CARTNV-:';' uC PARCEL 12 3 �_ (APPROXIMATE) QV SERIES POST TOP 70 _ %' BREWSTER, MA_ 0263i AS SHOWN ON TUBE 172 � QVC540-M 400HPS \ FILED AT THE BARNSTABLE 6� 22"QUADRATE VERTICAL/ TYPE V LE^vNARD J. SCARES �, COUNTY REGISTRY OF DEEDS 6�� 0 25' TOTAL HT. 51000 LUMENS 86 THORTON DRIVE, HYA \ 32 COLBURN PATH - WEST YARMOUTH, MA. 02664 - r �� " `�- � POLE 4 X .120 SQUARE LEL (TENON) JOHN AND SUSAN MORRISON 179 LOCUST ST. 3 i HYANNIS MA. 02601 7t. T' F&C 67-0 F&G 66.0� ° -69- sg � \ JEFFERY P. LUFF I ��� � CONDUIT AND ANCHOR BOLT 4 MCN.WELL \\6> / �RCpOS POSITION TO BE OBTAINED POS �98 r G \ Jr , S 8' DEEP FOUNDATION REQUIRED I FROM LIGHTING MFG- // CUMMAQUiD, MA. 02637 Zl �66 O' CO 38 �RLTNf N FILL AREA N / INV. ,1.6 / � \ � RICHARD T. MILLER i f j POB 739 i ae/ � � +. F&G �_ � �� h '` -_� 2,i_ 24"0 EASE 8' LONG ASTHAM MA_ 02642 j 65 6' ` �' ° GATE/ACCESS TO REMAIN CLEAR ` 2' REVEAL ©'`., ASTM A-79 GRADE 60 STEPHEN L. AIKEN O/ 1 / IY !i 83 MAIN ST_ ' SAWCUT AND PATCH �� _ STEM 'S V 1" MIN COVER HYANNIS, MA 026Q1 �' /' / 6' , (4} 0 � -VERTICAL MIN. PAVE\i :`JT AS REQ. / / f S000 PSI MIN CONCRETE J ` T R0 EOSE6 BASIN C_ I ALR16;'R S LOPES SEE PAVEMENT SECTION , - LSTEELIDSwEEPANIZED 14 WALTON AV. (TYP.) \ ' o HYANNIS MA. 02601 INVERT OUT EL_60.0' f 1V'S 62.9 O v� {%3 STIR,.UPS A7 12"O.C. � F&G 66.1 DAMES J. & BONNIE DRISCOLL DzptER INTERIOR LOADING AREA 673 OLD FALMOUTH RD AREA <�I MARSTONS MILLS, MA 02643 NV S 66.4 -6?i O I I Jr FFti ( F&G 6 -68 / CF RE vi j _ \ II i / • �0__ NEW GUTTER `N,/5' SQ.(3.75"X5-25") DOWNSPOUTS AT 25' O.C. (TYP. SQTH SIDES) �/ 1 INVS 66f / ~ PROPOSED ADDITION 1 t� s, = e PROPOSED \ l F&G 70.0, 45,000 SF TOTAL FOOTPRINT CO 6'X6' DRYWALL W STONE �/ /111 X \`���\ , P S \ r/ 1 INV'S. 62.3' Qv (- WATERLINE a \- \ 0'•/ER APS 8,285 SF OF EXISTING BUILDING) SID'i?!AL �167i7�`• 6"OSOR 35 ROOF DRAIN J/ l • / _ ' S n AT 2% MIN. (TYP.) / \• \ ii r r � INS .8 / EXISTING HYDRANT Z' 9 / f 6"oSDR25 ROOF DRAINS / % MIN P UNLESS NOTED) J AT � i TY ; r` C- NV' 65,9' O / y x ST. 'G TAL ' / 3 z - JILD GJ,1 INvs ss.$ �04�3 801 S�EAI -6 PARCEL 10 /F&G 69-9 ! J ` j/ � 9.73 ACRES jT EA �T RONALD AND KATHYA PACHECO � 1 � I � �MA 14 PLUM HOLLOW R AO � y /. 5 BN' /GO c � / r o I , F l_ G���CLO -!RE '�E HC � / /' .z J � r�RE / i- E'�SDR S 66.0 CONNECTING r, S I l^7//rr J 9 yS Fl AL v TC OMP N W'' �- 7� MY �TED Ati - /4� NV'S. D6.�J A LEVEL BETWEEN PITS / 3�Q ( LIMIT NEW GUTTER q ND NOTE: FIRE LANE MARKINGS TO BE MU N WELL, , INSTALLED TO T.O.B BYLAW I 11 1 2 2 / +\ ! n' • / SPECIFICATIONS ALL ALONG &G 69.9' U U I f o f / ! PROP. r. CT 4 o EXIST. AUTO SPRINKLER 9n ) I ry' BUILD}NG v 7 CONCR ,E SIDE"�A7 K AGAINST I GD �� g�' �� Ur DROP OF' // 6 n / THE PP.GPOSE� ADDITION. TURN A,R4XJND 1 d( U OBSTRUCTION LIGHTS REQ. / (.y /: 1 jJJ ��� 1 SEE NOTE 1 2 {' IWiST 2+ LG /: �� 1 F&G 68.75' l✓ ' y�Otd. WELL NEV DOWNSPOUT REQ. HVA / f i ,1J PARCEL 8 v f/ EXISTING METAL PADS J / a p 1 , c� BUILDING ELECTRIC SLAB ELEV = 70.3' TRANSFORMERS J LEGEND: Q / 98,828 SF TOTAL FOOTPRINT q iT C� r, SIB / /' U ' + SLEEVE F}iST CN TRANSFORMER ly / Q / kqr L" EW-4 LINES /yV �� / I MICHAEL S. M1 G v t r INV. 65. �'ia BUR F c 1 jr ?OS 1 J OS SANITARY MANHOLE COVER CHNAY h RET. � . ;p LG1yC R� ✓E' ; ,/ n i REGS r } 30 THORTON DRIVE UNITE j y WALL _ _ • 0y.0 EA H PITS C R U J EXISTING CATCH BASIN HYANNIS MA. 02601 G�F G y �C '' GERALD P. MLCAP,THY TR. l /' NEW DOWNSPOUT REQ. a I ,� P 4 _ PROPOSED CATCH BASIN i CULVER NOMINEE TR. J / J ` hCP / './ �. W. DENNIS MA. u2570 F&G 69.2' l 1 f - �� qtA oap, /Off, �, 1 / o J C- � GUY WIRE RICHARD J. FLEMlNG A '\T\rs�,F&G 8.75' BCC J ) J I 7 CORPORATION ROAD n \ _ Nl pT // �'\ J' �� UTILITY POLE HYANNIS MA. G2601 F� 59..3' / 1� j I FILL EXIST. J ' f RICHARD AND BRENDA ELWELL BASIN !' \ l i' ) / 4 SPICES J J !NV'S 6d.75' / syoo HYDRANT s SO. SHORE YACHT UPHOL. TR. G I 141 ELLIOT RD. j /` • ) Q \ \\\ - ! CENTERVILLE MA. 02632 / / \ t I i {ram / / SO, O EXIST. DRAINAGE MANHOLE I 70 ' � i� / � �� 1 PROPOSED DRYW£Li INVERT 65-9' / f j, F&G 68.75� '� j r NET MANHOLE I / Q q • I i/r' `\� ` \ �� �o EXIST. LIGHTPOL£IBLDG. LIGHT PROP. HYDRANT /3 c�1 2j ti ✓ R OVE // � j:- / /61 Y ' / 407 PROPOSED HOODED LIGHT / U ti 91 PROPOSED LIGHTPOL£ I 1 O s8.6' A Y! -69- EXISTING CONTOUR / �I , � � 0 /� ti" 1 !3 JQ J 64.6' 4�`' rc Fpc 69 PROPOSED CONTOUR 1 / ♦ / OT 1 ("*� 1' ,' n l � / i 1 / '- / '•^ 'Lp / fir" ,(�, p�^y�, PROPOSED SPOT GRADE - -&G 69.9' �, ID .MAIL r ' / INV'S 646' iNV.659' PROP. BUILDING ! _� MOUNTED LIGHT i, I � G / EXIST. BUILDING WITH HOOD TO PREVENT�� h _ ! 1 MOUNTED LIGHT (TYP-) VERTICAL GLARE (TYP.) J'i ISLAN CONNECT DOWNSPOUTS WITH n` STE (tYq�� / SITE I' A1j REVIE W DA TA: -' 6 0SDR 35 AT 2 o MIN- Vl FNCE / mPcbt�c PROPANE SG,�� IGHT i��� 1 ' �' - `a STORAGE � �, PARCEL 6 1 h ?-.i� P i a! n 'o. ZONING: 1ND INDUSTRIAL T I / S REQUIRED EXISTING PROPOSED NANCY HICK TR. F / �/ / �4 4 / LOT REQ.: SIZE: (SF) i 90 000 392,481 423 871 ' '2 CARRIAGE LANE Ir f a _ BARNSTABLE MA. 02630 w t�' / NV.'S/�5. ,'C,4 v t 1 069 1 181 .78' / /wo �� FRONTAGE. 20 eu INV. 65.0..,,, ' �, / 6 `<,X' ^ 3 CHRiSTINE SABC ROBINSON 3 1 %BARBECUE / oP� GF WIDTH: L OO' 30O'+ I CC' 15 GUNTERS LANE Y PIT • / MASHPEE MA. 02549 SETBACKS: 1 a� ��;,� . FRONT:i: 60' 186' I 80.8' LAURIc T. O'SHEA TR. F&G 64.0' �' i !i/ ' ¢4 ' / G S�GT / �C„Q�SGPjF�� J SIDE: I 30• { 6b.4' 35.�' PRINCE NOMINEE TR. `\\ ti POS 1282 C°, /1 H'-20 LPIT 'S��c 1 ao i F J REAR: j0' N A MARSTONS MILLS, MA. 02648 0! F-Po,',%� s` �4 Q /' BUILDING COVERAGE: �SMAX 98,828 J23�) 135 543 25�* z'3 PARCEL 25 - 6'X6' W^✓4' STONE \ / 217 1pA - SEE DRYWELL DETAIL / O / PARKLAND PROPERTIES TRUST'., / (TYP.) / \. ��� ¢ J OVERLAY DISTRICT: GP IMPERVIOUS AREA <50% IMP. 206,183 49% 250 660 46�** >IjI `' O /' NATURAL STATE >30%. NAT. 19 1 o� 45ia 247,973(4 6io* ar!/ a1 F&c 6&4' o ' * WITH 2.83 ACRE OPEN SPACE LOT (32% WITHOUT) BENCHMARK �I / `a� j� /' ��� \� +# WITH 2.83 ACRE OPEN SPACE LOT (59% WITHOUT) TAG BOLT #31 1 I F� ,Q NV S;.63.25 ELEV. 6#31 WITH 2.83 ACRE OPEN SPACE LOT (30% WITHOUT) +2.83 ACRE OPEN SPACE LOT = 542,790 SF k p13 INV.'S 63-25' / AVIGATIGN 6$/ 1Sa LIGHT J 3� O T T 4ti P, CONTACTS: --,, 7'�, T 71 T INSTALL GRANITE / CU EXIS JT 2 T 9 CURBING AT ENTRANCE INSTALL CCSEPM ,4 /0 ' F&G EL-6 ` / 1 (TYP. BOTH SIDES) / �o / /' SS6 �+ PROJECT MANAGER: ED LAMBERT 778-9464 FAX 790-3227 L A 1 Cr�T / r! J APPLICANT: SENCORP SYSTEMS, INC. 771-9400 Arc 4 �•-87- �' QPJ O LAWYER: NUT ER, MC CLENNEN & FISH; PATRICK BUTLER 790-5400 �a 3 EXIST J N 63.25' CAUTION O J SITE ENGINEER: DOWN CAPE ENGINEERING, INC. 362-4541 FAX 362-9880 OF LAND IN DUCT 2-2 GENERAL NOTES: n z ?g h� GJti 67 F&G 67.25' US GOVT. ^ �� /! / =JJ N�� ti, v /,',/ ��� G� , HYANNIS (BARNSTABLE), A11A. O Q�� / /J 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 9 F&G-S EL.66.0' / �"le \�ti �/ // APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING SHOWING PROPOSED ,ADDITION z INV'S 62.0' " i 4� PARCEL 29 / CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- �, 1.47 ,SIGN 9- o o'� /" J J z AT 400 �IDDS HILL ROAD I/ O t 888-344-72.3) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR UNDER AGREEMENT TO BE PURCHASED FROM: EQUIPMENT IN THE CONSTRUCTION AREA FOP. VERIFICATION OF LOCATIONS. INDEPENDENCE PARK INC. PREPARED FOR n p F1{St pNFw . k / "SENCORP' / !j P.O_B. 1776 HYANNIS, MA. 02601 � grrE gc�'avE,4,�WT 48 69 W 1� SIGN / J 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ONG UNEEGE nl 0/° / (S WER AND UT;Li Y E.SEME"tTS TO REMAIN) I PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS F&G 65.7' O pq�F�` TOP / INSTALL GRANITE CURBING �' AND\OR THE MASSACH�USETTS DEPARTMENT To PUBLIC WORKS STANDARD SPECIFICATIONS SE1 T�+ SYSTEMS, INC. T • IGN� FROM BASINS TO FLCwuNE FOR BRIDGES AND HIGHWAYS AS AMENDED O PRESENT. (1 jj j y �OL� / 3. ALL RUNOFF TO BE CONTAINED ON LOCUS. J ,4 UE ER (BOTH SIDES) 1J DATE: EPTEMBER 17, 1997 I TRUCK ENTRANCE TO BE ��\ '� �4 ON OS7 STONE CENTE ' RADIUSED AS SHOWN `' �h\� d RR BORDE C ��\ TIE gORflEp PRIMARY 4. ALL DRAINAGE COMPONENTS MUST BE CAPABLE OF WITHSTANDING H-20 WHEEL Loaos. REVISED: NOOVEMBER 25, 1997 (ENT. & PARKING) ELEC. J 5. 4" LOAM AND SEED ALL DISTURBED AREAS; EROSION REVISED: DECEMBER 12, 1997 (ENT. & PARKING) ILL c�rj PAVEMENT \ \ l r i�� Z2 1' CONTROL NETTING ON ALL SLOPES > 10%- REVISED: JULY 31 , 1998 (ROOF DRAINS & LIGHTING) ENT -�= ALONG LINE � ' 6. SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA#13 IS REQUIRED; ALARM AND SPRINKLER ^+ �_�._� PLANS REQ- (BY OTHERS) L'Atil~;I1VC CALCULATION: _ 67 7. FIRE LANE MARKINGS REQUIRED SEE DETAIL ABOVE. 40 0 40 80 120 Feet MOVE ENTRANCE AS SHOWN 8. REFER TO LANDSCAPE PLAN FOR PLANTING LAYOUT/DETAILS. PARKING REQUIREMENTS PER TOWN OF BARNSTABLE = 19.3 SPACES REQUIRED 9, 8' DEEP FOUNDATION REQUIRED ON NORTHEAST CORNER, SEE FOUNDATION PLAN BY OTHERS. SCALE: 1" = 40' 193 SPACES PROVIDED. 10. OWNERS ENGINEER TO INSPECT DRYWELL AND TRENCH INSTALLATION, 24 HR. NOTICE REQ. HANDICAPPED CALL. - 193(.03) > 4 = 6 SPACES REQUIRED 1'. GUIDELINES FOR ABANDONED COMMERCIAL SEPTIC VOC ANALYSIS TO BE FOLLOWED PER STATE LAW. 1 off 5GB-362-4541 2. OBSTRUCTION LIGHTS ARE REQUIRED ON ALL STRUCTURES PROPOSED, COORDINATE WITH BARNSTABLE fax 508 362-9880 6 SPACES PROVIDED. MUNICIPAL AIRPORT, PH. (508) 362-2020. i j �l fjj�� DRAINAGE BMP: down cape en�cl-nee Ana, i.nc. TREE CALCULATION:: CRAINAGE SYSTEM UTiLZES 1. DEEP SUMP HOODED CATCH BASINS '..0)TSS REMOVAL " I 2. INFILTRATION TRENCHES E w(75)TSS REMOVAL Of �4J1';s �Jr- _TT�7T T C C?� `; _ ,_ c� - INSPECTED SEDIMENT S7-' .SS REMOVAL O$ j L1 V 1L ENGINEERS 193 SPAC>_S (1 >2" CAL. TREE PER 8 SPACES) 24 TREES REQUIRED BASINS i0 BE INSPECTED ANNUALLY, CLEAN WHEN SEDME � � {� K ✓ _ LEVEL REACHES 12" BELOW INLET HOOD = , LA T D SURVEYORS 24 TREES PROVIDED 2-PARKING LOT IS TO BE SWEPT ANNUALLY AFTER SNOWFALL SEASCN (SEE LANDSCAPE PLAN] # �� .� � 939 main st. Yarmouth, ma 026r5 n I ;-I. OJAt`` IL j Sencorp Systems, Inc 400 Kidds Hill Road Hyannis, Ma 02601 Drawing List Description Date Site Plan by Down Cape Engineering 7/31/98 98-220-01 1 st Floor Plan Rev 5 98-220-02 2nd Floor Plan Rev 3 98-220-03A Elevations and Cross Sections Rev 3 98-220-04 Anchor Bolt Plan and Layout Rev 3 98-220-05 Mezzanine Floor Plan Steel Layout Plan Rev 3 98-220-08 1 st Floor HVAC Plan Rev 3 98-220-09 2nd Floor HVAC Plan Rev 3 98-220-10 Roof HVAC Layout Plan Rev 3 98-220-11 Locker Room and Restroom Layouts Rev 3 98-220-12 1 st Floor Electric Lighting Plan Rev 3 98-220-13 2nd Floor Electric Plan Rev 3 1 2 3 4 5 6 7 8 9 10 11 12 13 ' FEW REW 300'-0" BAYS 25'-0" 25'-0" "` 25'-011 -25'-0" — 25'-0' 25'-0" 25-0" 25'-0" 25'-01' 25'-01$ 25'-0" 25'—O$' o J WOMEN'S co LOCKERS I ° ° o i) N w N TIME o CLOCK MEN'S g l ILOCKERS 0 LO VENDING - o of LO N N CAFETERIA C I MANUFACTURING 0 0l ul LO N N J Q o o CUSTOMER SERVICE p w l I U) Lo z FlI F GABINEIS o PIETRO PRINTER o l MRA in Lo N N E I H NOR KLOCK DEMO JAN. MEN WOMEN WOMEN CONF. IN I - MAC ENGINEERING (46) o Ln MATERIAL/PURCHASING ROOM N RECEP. OPEN � N MEN CONE. FILES PLOTTER/ KIT. K(TCHE'�— ELEV. F 0j OPEN TO I I FILES o ABOVE _ ! LL, J 0 l o PERSONNEL oNNE� MATTSON PARDO R H• OPEN ENG. CONF. CONFERENCE N CONFERENCE/ CONF. I� MCR• DURGIN LIBRARY N DISPLAY J.coels J v o o � - Li Jx 1 ST FLOOR PLAN Revision Date By Description _ - Project: Building Description: Drawing Title: G&TSS25.ADV t SENCORP SYSTEMS INC. BUILDING ADDITION 1 ST FLOOR PLAN 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" HYANNIS, MA. 02601 30RSL 90MPH MASS97 Scale: Drawing No.: Rev. 1/16 1 0 98-220-01 05 - 1 2 3 4. 5 6 7 8 9 10 11 12 13 FEW REW S 300'-0" BAYS - 25'-0" 25'-0" —25'-0" - 25'-0" - 25'-0"— 25'-0" 25'-0" 25'-0" -1 25'-0"--- 25-0" 25'-0" 25-0" MLOPEN 0 o LO LO N FUTURE PROJ. MGR. 0 B � o LO M MFR. OPS. 0 o LO LO N N OPERATI OFFICE PRO ECT MANAGEMENT DIR: OPS. MFR. OPS. OFFICE CHELEBEK o Ln in N , N —I BROWN/ 0 0 o GARNER D w o 0 U-) zo PICTURE/TEL O _ CONFERENCE o �I cn STOR GE LO I N N c E SERVER WOMEN PHONES JAN. WOMEN _ PAYROLL MEN FILES ACCTG V) - ` of COPY SALES & -J o 4Q . I N ADMIN.Z APPLICATIONS ROOM `` OPS SEC. FILES ADMIN. N o KITCHEN- MEN ELEV. FILES MAILLHO KIT. COAT CLO, ETTE FUTURE ENG. F OPEN TO o BELOW u7 LC o `n PRES. CONE OPEN VP SALES VP INT.. SALES SALES SALES SALES OPEN OPEN N SENCORP MOZIAN SALESF.-GIOVANNGNE CURTIS APPLN. CONTR V.P. A. CONF. N SCHRAFF MGR VANCISIN ADMIN. GIOVANNONE " WC G cn' wLIJ �-- -� ca o � o 0 Mi 2ND FLOOR PLAN Revision Date By Description Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING ADDITION 2ND . FLOOR PLAN 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27 -6 1/2" HYANNIS, MA. 02601 30RSL 90MPH MASS97 Scale. " - » Drawing No.: Rev. /16 1 0 98-220-02 03 cn i N , -FTW 00 00 e I I � I I e I 6 I I I o I----22'-0" -I- 28'-0"---t---25'-0" 25'-0"—�1-- 25'--0" -1-. . . . . . . . . . . . . . 25'-0" 1- 25'-0" 25'-0" 25'-025'-0" -25'-0"--�i 25'-0" 25'-0" -�25'-0" -f- 25'-0" 25'-Q I- 25'-0"� 25'-0" -I 150'-0" _I REW 300'—o FEW G F.1 E D C B` A 13 12 11 10 9 8 7 6 5 4 3 2 1 RSW LSW REAR ENDWALL LEFT SIDEWALL 00 o cfl r� I i N o �.. � � � � � 25'-0 25'-0" 25 -0 II 25'6-0�25'-0 � 25'—Q ' " ' " ' " ' " � ' " ' " � ' " ' " 25'-0 25 -0 _ 25 -0 ) 25'-0 ----I LSW SI- 150'-0" RSW FEW S 300'-0" REW A B C D E F G 1 2 3 4 5 6 7 8 9 10 11 12 13 FRONT ENDWALL RIGHT SIDEWALL 12 � 1 1/4 12 —I 1/4 CO O+ \ N p) cD O+ o _ o �� ca O N 0 � N= O N � N �II1 ..IhI L---_J L____J L_J__J 1I 11tt,, L_J L_LJ III L----J L----J L____J L----J L____J III 25-0" 25'-0" 50'-0" r 50'-0„ 50'-0" 50'-0" —>— 50'-0" -,— 50'-0" LSW i 150'-0" RSW I- 150'-0" LSW RSW q B C D E F.1 A B C D E F G CROSS SECTION AT FRAMES) 7,&12 CROSS SECTION AT FRAME(S) 2, 3 PHASE II PHASE I . PHASE II PHASE 12 1/ ,z 4 12 --I,/a 1 � 'Ulu - N " 00 o+ MEZZ.FIN.FLR.EL. 84' -4" ail EXISTING BUILDING L o 2nd FLR. 0 O I O 00 " I I N o I 2 O N fw N I N i a O N U FI'N.FLR.ELEV. 70,_4„ �-------- ---------- ------ -------------------- --------- o ,gcFLR. GRADE NEW ADDITION 150 —0 i`I L----J L----J L----J L' I 150'-0" EXIST. .BLDG. I , 25'-0" 25-0$$ 50'-0" —,- 50'-0" 50'—Q" . �.LSW 150'-0" RSW OVERALL FRONT ENDWALL q B C D E F G Revision Date By Description CROSS SECTION AT FRAME(S) 4, 5, 6, 8, 9, 10, 11 , i Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING ELEVATIONS & CROSS-SECTION 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" HYANNIS, MA. 02601 30RSL 90MPH / MASS97 Scale: Drawing No.: Rev. 1/16" = 1 '-0" 98-220-03A A. I 'IL`IhII'tIL,,JIIIIIIIIiI11Ii_Ii'III _IIII1III1LiI1�IiIILI --1---I 0-_--IO"-_--�T _1.-_-1I-/-4---„---J-D-A-.- 9., ----2-n---M2--nA- X--rII 3i1-/-4-"-DIA 10" A--2-2-5-�i-----1-0-`�-"»-I,MAX --- II ZI O 3 J^/I -4II-"- -D-IA- -. -0--10-0-2" -2A-'X ----- --"3IIA LIi/ 11 _41_i1IiIiIi1(III(IIIIII"0--JD-II'III- _A_.10" ANCHOR BOLTS 1DIA. ENDWALL 10" ANCHOR BOLTS ANCHOR BOLTS PROJECTED 1 DIA. ANCHOR BOLTS ANCHOR BOLTS - - PROJECTED 2� PROJECTED 2" NCH A T_0 S 4- PROJECTED 3 PROJECTED 2' 2 1/2 ANCHOR BOLTS I ENDWALL� L PROJECTED 2 1/2 o ROJECTED 2 1/2 _ ma W � Z 11 _ CD o CZ) 00 J J J I J - '--------iLII-1T_III1IIIiI1(I(11�IIII'I2 --4- -_ �,1�,III!III1Ii1IIIiII1 _3II�,IIIII1II1LI;I1It1III ' JII 1I - NONQNN ' FOOT„IN' .G. .. „SC HEDULE 1/2" 2 1/2" V -wCc oo cncN2„12„ - MARK SIZE RE IN FOR C I N G1FRAME FRAME EWPOST -AME - �- 1 FRAME CORNER COL. CORNE COL. F4.0 4'-0"x4'-o"x1'-3" MP 5-#5 E.W. BOT.DETAIL A225 INTERIOR COLUMN DETAIL A500 SIDEWALL COLUMN DETAIL A504 SIDEWALL COLUMN DETAI A528 SIDEWALL COLUMN DETAIL A545 CORNER COLUMN DETAIL A4 CORNER COLUMN DETAIL A554 EDWALL POST F5.0 5'-0"x5'-0"x1'-3" DP 7-#5 E.W. BOT. F6.0 6'-0"x6'-0"x1'-6" DP 8-#6 E.W. T&B INTERIOR INTERMEDIATE ® EXIST. BUILDING CORNER COLUMN Q EXIST. BUILDING F7.0 7'-0"x7'-0"x1'-6" DP 9-#6 E.W. T&B F8.0 8'-0"x8'-0"x2'-0" DP 10-#6 E.W. T&B F9.0 9'-0"x9'-0"x2'-O" DP 12-#6 E.W. T&B O FEW REW BAYS 300'-0" 25'-0 25 -0" -25 -0" 25 -0" 25 -0"- 25 -0" 25'-0" - _25 -0"- 25'-0" 25'-O" _25'-0 25'-0" u , t L _ L_ L_ L_ _ L_ L_ L_ - L � 25 TYPE F5.25 TYPE F5.2 TYPE F5.25 TYPE F5.25 TYPE F5,25 TYPE F525 TYPE F5.25 TYPE F5.25 TYPE F5.25 TYPE F5.25 TYPE F5.25 . A500 A500 A500 A500 A500 o O ° TYPE F5.25 to;- 4 - YPE 0 TYPE F5.0L . - . _J . A554 A554 A225 MANUFACTURING O TYPE F5.0 N ENDWALL COLUMN nl, rJ L_1 -� TYPE F5. TYPE F5.0 .0 TYPE F5.0 L ,III TYPE F5 ' TYPE F5.'0 TYPE F6.0 .0 . A554 A225 A225 A225 A225 flin 6" C NCRETE SLAB ON G AIDE p > p rlL--1 i REINFORCED WITH z F'c 4000 psi FIN FLOOR EEV 70'I-4 I , FT L0 j TYPE F5.0 _JTYPE F6.0 TYPE F5.0_ r A225 (CAL ED 0 -0 ) BY OTHE S 0 A554 A22 ff `LLr) Ln NI TYPE .0 77 � 4 rl L_� INTERMEDIATE SIDEWALL '- --- ---!- TYPE F5.0 � TYPE F6.0 L_ _JTYPE F6.0 L- - ITYPE F6. _JTYPE F _JTYPE F7.0 _JTYPE F7.0 L_ -JTYPE F7.0 L_, fJ A54 A225 A225 A225 A225 A225 A225 A225 1 A225 o TYPE F5.0 I I L_ F7.0 r r r r 554 O � t LI TYPE F7.0 'TYPE F7 JTYPE F9 'TYPE F9.0 IJTYPE F5.0 'TYPE F7.0 .0 I JTYPE F90 I 0I- - _ L1 1 '1 A225 A225 A225 A225 A225 A225 A225 L _ TYPE F7.0A554 A225 A225 o 0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 TYPE F5.0 A500 A500 A500 A500 A500 A500 A500 A500A545 A500 i i I I I I I .__- TYPE F5.0 o CU) A544 FOUNDATION PLANS CORNER COLUMN FOOTING P L A NS Revision Date By Description Project: Building Description: Drawing Title: SENCORRADV SENCORP SYSTEMS INC. BUILDING ANCHOR BOLT PLAN & DETAILS 400 KIDDS HILL ROAD 150'-0 x 300'-0 x 27 -6 1/2" HYANNIS, MA. 02601 3ORSL 9OMPH MASS97 Scale: Drawing No.: Rev. 1f16 1 _0i � I A J P KT�,Y�PE J JJ I I I A225 225 A225TY; - A225 I - A2 A225 J - F i I Y � F - 98-220-04 1 2 3 4 5 6 7 8 9 10 11 - 12 13 FEW REW - 300'-0" BAYS 25'-0" 25'-0" - 25-0" 25'-0 - 25'-0"--- 25'-0" 25'-0" 25'-0" 25'-0" — —25'-0" - 25'-0"— 25'-0" 0 0 c N o in \ LO N N N o B I — • M 0 Ln 0 0 I I N N C I I I I I I I I I ►+ MANUFACTURING FINISH FLOOR ELEV. 70'-4" MEZZANINE FLOOR DESIGN LOADS: o LIVE LOADS: 81 PSF o I DEAD LOAD: . 49 PSF N DESIGNATED AREA: 200 PSF N it o 0 0 0 u7 u7 N \ w O N O N MEZZANINE FINISH FLOOR ELEV. 84'-4" N x 20" DP JOIST 20" DP JOIST E _N P\ ` \ S `(�;LIVE LOA) IN THIS AREA IS 200 P31 3 N \ CN 10'—p�, o .� �,�Q °° ro c} I \ N F o k- 4Q/ .�. Ln T 0 /' \ O Ln , \ o N N / G crr' _j U D w © V) o MEZZANINE FLOOR STEEL PLAN T.O.S. ` ELEV. 84'-f (UNLESS NOTED OTHERWISE Revision Date By Description Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING MEZZANINE FLOOR STEEL LAYOUT PLAN 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" HYANNIS, MA. 02601 30RSL / 90MPH MASS97 Scale: Drawing No.: Rev. 1/16„ _ 1'-0„ 98_220-05 1 2 4 5 7 8 0 1 2 300'-0" I I I I i I I I i I of n f " I r� " f " - " 1i " i " " 1f , 25 —0 � 25 —0� '25 —0 ----25 —0 ---�25 —0 -�25 —0 —1. 25 —0 .1. 25 —0 �25 —0 - -�25 —0 --� 25 —0�'---25 —0 ----- I _---_-_ ------ -----_--_------_ ------- ------_ ------_ _-----_ ---_-__ a I I I I I I I I 0 LO ° - I ( I I i I I 1 i I ° LO N I I I I I I I I N N I I I I I I I I I N -------- � ( I I I I I I I I I - I i t-- LO i o N I I I I I I N iO — ----- I —V ---'�— --I --------------- '}--------- ______— �—_--.-_--- --------'{' ---____ {---_—_—_�_---_----- —_--_-- -- —� ® �1 II i I I II II I I 1 1 , r I I I I I i O LO N Wv— —0m I I I I i I I I1 I I I i 11 1 0 N 1 I 1 I I -00 NOA— i 11 I I I 1 I I i — -------I— } T. o T a N CV N _ I i I I LIP R R FLOOR PLAN SCALE: 1 /16"_1 ,_0" Revision Date By Description Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING 1ST FLOOR HVAC PLAN 400 KIDDE HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" HYANNIS, MA, 02601 30RSL / 90MPH / MASS97 scale: Drawing No.: Rev. 0 98-220-08 300'-0" 25'-0" 25$-0" 25'-0" 25'-0" 25'-0$' 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" o - — - a Ln N N Tu ulI —` 2D oLO Q N N TU ---, 1 F o o LO i I I I L0 o N I TU I N I 2-c L VAV D I I F III f A TU 1ENMI— o I I I %C) N N TU RTU 1D 2A RTU 1A o I _ _ o N i IC"y 00 L�_ RTU N j I I I I 1B tzj -ti i — I o I VAV 0 Ln I 01 N71 I I 1 G - TU TU 2B 1� BUILDING SECOND FLOOR PLAN SCALE: 1 /16,>_1 ,_O„ Revision Date 8y Description Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING, ) 2ND FLOOR HUAC PLAN 400 KIDDE HILL ROAD 150'-0" x 300'-0" x 27 -6 1/" HYANNIS, MA. 02601 30RSL 90MPH MASS97 Scale: Drawing No.: Rev. 1/16" 1'-0" 98-220-09 1 2 8 2 � 300'-0" 25-0" 25'-0" 25'-0" 253-0" 25'-0" 25'-0" 25-0" 25'-0" 25'-0" 25'-0" 25-0" 25'-0" TU 2D I o 0 CAP: 12,5 TONS L CURB: 0"X60" N N WT: 160D LBS: F1 CAP: 10 iONS r�' 1/1 CURB: 90"X60" o WT: 1400 LBS. o u7 N N I I I I I I „ 1x1� ey TU 21 u rx I 1 E RTU I CAP: 8.5 TO S I o LO N 2c ( CURB: 82"X47" N CAP: 5 TONS WT: 1300 LB�. CURB: 78"X44' D T:—B e E) L — rxy 'LJ 0 I I N I I I I I %f) N N TU — — — — — — — — — U — — — 10 I 2A I I I I 1A CAP: .5 TONS I CAP: 2.5 TONS o I CURB: 82"X47" CAP: 10 TONS WT: ..1 00 LBS. CURB: 90"X60" CURB: 90"X60" 0 N WT: 1400 LBS. WT: 1600 LBS. 00 TU FK I _ ( 2B CAP: 7. - - - - - - - - - CURB: 8 "X47„ RHO - 1c �Xy Tu o WT: 1050 LBS. i E CAP: 7.5 TONS o � CURB: 82 X47 CAP: 7.5 TONS N WT: 1050 LBS. CURB: 82"X47" N WT: 1090 LBS. G BUILDING ROOF PLAN SALE: 1 /16 1 ,—O„ Revision Date By Description Y Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING ROOF HVAC LAYOUT PLAN 400 KIDDE HILL ROAD 150'=0" x 300'-0" x 27'-6 1/2" HYANNIS, MA. 02601 30RSL / 90MPH / MASS97 sale: ,� Drawing No.: Rev. 1/16 = 1 -0" 98-220-10 1 2 3 4 5 12 13 BAYS FEW $ 25'-0" 25'-0" 25'-0" 251_0„ A E E J o 0 STAIR ELECTRIC MCC ROOM WOMEN'S LOCKERS JANITOR KITCHEN— ETTE Li » WOMEN WOMEN 1 —8 1 /2 o a co o o N \ / In N O KITCHENETTE C14 0 0 0 MEN MEN 0 Q TIME CLOCK 4 0" 3'-0„� a-'- CLEAR 9„ 3,_0,> 3,_4„El 0" 1 '-8 1 /2" y B 31 '-4 1 /2" F MEN'S LOCKERS FA FflqJ LOCKER ROOM LAYOUT TYPICAL RESTROOM LAYOUT TYPICAL RESTROOM LAYOUT Revision Date By Description Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING LOCKER ROOM AND RESTROOM LAYOUTS - 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27 -6 1/2" HYANNIS, MA. 02601 30RSL / 90MPH / MASS97 Scale:l 4" = 1'_0" Drawing No.: Rev. 98-220-11 1 2 3 4 5 6 7 8 9 10 11 12 13 FEW REW 300 —0 BAYS 25-0" 25'-0 25'-0" - 25$-0" — 25-0" 25'-0" 25'-0" 25'-0" - 25'-0" - 25'-0 - 25'-0" 25-0" A c� 4, i o i N to N O O B oVol 0 0 0 O Q o L, to N <. N .. Shade Pd.Uot switch O d � Y3 Three-Way Light Switch Na _ N LO 44 Four-Way Light Switch Duplex Receptade Outlet O ' o 0 0 C� Cl SpSpePu Recptotce OutletOO �t cial Purpose tr) Q 0 ,-f- Computer Data servfees Q - O >+ Private Telephone System Dwvim � 0 NN < + PagMg System Dewlcee �/ SSSIm As indicate Fluorescent d E r x 4'Troffer-Acrylic Lem E EA Light Arrow As Indicated Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q ® o Q Q � o Q �- o� o 0 Exhaust Fvn N 100 AM a (� Fen/Light unit - QQ QQQQ QQQQQQQQ � � . �� � Q , � o QQQ O Recessed tODW Mstd Hdke-Sjwr Cone F o Q ( LO �. E Q Q Q Q Q Q Qd3Q.O� � Vol dd dd �t E 4 4 E Y Y Y Y33 O N o�03 QQa Q ee N Q Q Q Q Q Q Q Q Q Q Q Q Q N o I � 0 0LLJ O 1S T FLOOR PLAN L I Revision Date By Description E Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING 1ST FLOOR ELECTRIC LIGHTING PLAN 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" HYANNIS, MA. 02601 30RSL 90MPH MASS97 Scale: Drawing No.: Rev. ^ 1/16" - 1'-0" 98-220-12 1 2 3 4 5 6 7 8 9 10 11 12 13 L FEW REW S 300'-0" BAYS Single Pole Light Switch 25'-0" 25'-0" 25'-0" 25'-0" - 25'-01' 25'-0" 25'-0" --25'-0"--- 25'-0" 25'-0" 25'-0" 25'-0" $3 g Three—Way 'Li ht Switch EA � I I I I I I I I I EO 4 Four—Way Light Switch o ao " 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 l oa000N Duplex Receptacle Outlet as Bo a a Duplex Special Purpose Recptalce Outlet u7 � � � � o 0 0 0 0 0 � o 0 0 0 0 0 Special Purpose Outlet E0 c� Computer Data Services LO o ao LO N an Private Telephone System Devices c ° 0 0 0 O O 0 0 O CO O O 0 a ao f a � � � Paging System Devices a-I . o N (� N Strip Fluorescent Lighting L� 08 0 0 0 0 0 0 0 0 0 0 0 0 —Size As Indicated D 0 0 a 2' x 4' Troffer—Acrylic Lens n f � n , a a E Exit Light Arrow As Indicated aoo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N oao E F Exhaust Fan E el a 0 $ (9 Fan / Light Unit °o o 10 o o o � oa Recessed 10OW Metal Halide — Silver Cone F o o � 0 0 Ln O 0 n 8'SiRIP(TYP) O oLO $ " � 0 0 . � N401 EJ] [0 41 [0 41 o0 N 0 � N v, o (n o 2ND FLOOR PLAN Revision Date By Description e Project: Building Description: Drawing Title: SENCORP.ADV SENCORP SYSTEMS INC. BUILDING 2ND FLOOR ELECTRIC PLAN 400 KIDDS HILL ROAD 150'-0" x 300'-0" x 27'-6 1/2" _ HYANNIS, MA. 02601 30RSL / 90MPH / MASS97 Scale: Drawing No.: Rev. 1�16„ _ 1,_0„ 98-220-13 I. r SHEETING TRIM MARK LENGTH THK COLOR (FINISH) MARK LENGTH COLOR (FINISH) PRW51 17 ' -0 112" 26 Egyptian White (SP) BT10 10 ' -3" Patrician Bronze (SP) PRW52 3 ' -0 1/2" 26 Egyptian White (SP) OF05 5 ' - 1 1/2" Patrician Bronze (SP) PRW53 10 ' -01, 26 Egyptian White (SP) OF10 10 ' -3" Patrician Bronze (SP) PRW54 6 ' -6" 26 Egyptian White (SP) EF20A 20 ' -3" Patrician Bronze (SP) HTS10 10 ' -6" Patrician Bronze (SP) JT05 5 ' -1 1/2" Patrician Bronze (SP) RFR10 10 ' -0 " Patrician Bronze (KXL) - U5 U3 U1 113 12 11 10 9 g 7 5 4 3 2 1 U 6 U4 U2 (30) RFR10, (15) EF20A R 5 N 7_4 (30) HTS10 , (30) DF10 N o t-+ P W 3 Ln t� h 3 (30) D F(39 ) TS10 N C (30) HTS10 , (30) DF10 N A (30) BT10 300 ' - Or1 WALL ELEVATION AT NORTH Pro j ky: 483 Bldg: 1 Plane: 3 1 . Install Sheeting From Left to Right Building Code : 5MAST 2 . WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld (W/O Trib Red) 25 . o psf Wall Sheeting 981016095356 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Coll . Ld (gravity) : 5 . 0 psf T Q 3 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION . Coll . Ld (uplift) : 0 . 0 psf Pri en Steel Buidin Co . In N 2 . PRE-DRILLING 1/8" DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS Wind Speed: 90 . 0 0 mph gg g c • da 10/16/9 MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP ogr,1A Wind Exp . Cat . : B Senc�orp Systems Inc . �/�� � : LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Ground Snow : 25 . 0 psf N� � , 10 . 2 Roof Snow : � 25 . 0 psf Hyannis , MA � ` ���_AU � r , Snow Exp . Cat . : 37?i1 r� ` Seismic Zone : 2 Sencorp Systems Inc Building Use Cat . : 1 sSioNt Auxiliary Loads NONE NTS Building Addition '� SECONDARY SECONDARY MARK LENGTH THK DEPTH MARK LENGTH THK DEPTH 3ZG1 28 ' -2 1/2" . 059 6 . 5 CW96 24 ' - 11 3/4 " . 059 8 . 5 3ZG30 26 ' -7" . 059 6 . 5 3ZG33 28 ' -2 1/2" . 082 8 . 5 3ZG36 5B ' -2 1/2" . 105 8 . 5 3ZG44 28 ' -2 1/2" . 105 8 . 5 3ZG47 57 ' -2 1/2" . 120 8 . 5 21CW84 12 ' - 1 3/4 " . 059 21CW92 50 ' -0 " . 059 21FBW103 50 ' -0" . 092 8 . 5 21FBW82 12 ' - 1 3/4 " . 120 8 . 5 22CW109 9 ' -5" . 059 8 . 5 22CW116 50 ' -0 . 092 8 . 5 22FBWIOB 9 ' -5 " . 062 8 . 5 22FBW127 50 ' -0 " . 120 8 . 5 CW86 23 ' -11 3/4 " . 059 CW87 25 ' -0 " . 059 8 . 5 U5 U3 U 1 13 12 (:10) J 8 5 4 3 2 1 U6 U4 U2 I 3ZG30 3ZG1 3ZG1 3ZG44 3ZG1 jAh - - - - 3ZG44 3Zb47 3ZG44 3ZG1 3ZG1. 3ZG30 I fU - `-' � CW87 W8 7 W8 7 CW87 W� 7 � - 22F W127 CW87 W 7 CW87 LO In I I N 1 3ZG30 3ZG1 3ZG1 3ZG33 3ZG1 3ZG33 3Z 36 3ZG33 3ZG1 3ZG1 3ZG30 w N I W 7 1CW87 CW8 7 W 7 CW87-- 21C;W 2 W 7 W8? W 7 I B BA1 W 7 1 W87 BA1 W§Ki B BAi W 7 1 BMF W103 BA1 B �87 BA1 CW 7 W 7 Cu CW B BA 1 Cu NJBC1 299 ' -0 „ 0 24 ' -0 �� 4 23 , _g „ 4 25 ' -0 „ 25 , _0 „ q q „ „ , cam 1111M25 0 23 8 50 0 25 -0 4 23 -8 24 ' -0 " 0 300 ' -0 „ WALL ELEVATION AT NORTH 0 3 -7 1/4 rr ® 2 ' -3 1/4 " 0 4 ' - 1 1/4 " © i ' - 7 1/4 " (TYP . LAP) 7 ' -5 114 1e _0 „ 0 3 , _0 „ 4 , _011 Projky: 4B3 Bldg: I Plane: 3 1 . UNLESS NOTED, USE 1/2 DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code : 5MAST FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS . Live Ld (W/O Trib Red) 25 . 0 psf Wall Secondary SEE JOB DETAILS FOR BOLT LENGTHS . Coll . Ld (gravity) : 5 . 0 psf TQ9 81016 0 9 s 3 s 6 2 . WINO AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll . Ld (uplift) : 0 . 0 psf Pri en SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS . Wind Speed : 90 . 0 mph gg Steel Buidin g Co . , Inc . 10/16/9 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Wind Exp . Cat . : B Sencorp Systems Inc . � '�"A cF n?gy.��,�r Ground Snow: 25 . 0 psf yems nc . ENE 10 '• 2 Roof Snow: 25 . 0 .psf Hyannis , DREAU MA I now Exp . Cat . : 3 7.781 ll Seismic Zone : 2 Senco S st`ems Inc jp�F Building Use Cat . : 1 y �`r� SEo�reL Auxiliary Loads NONE NTS Buildinq Addition SECONDARY MARK LENGTH THK DEPTH 4ZGO 27 ' -10 1/2" . 105 8 . 5 4ZG1 28 ' -2 1/2 " . 059 6 . 5 4ZG11 27 ' -7" . 082 8 . 5 4ZG2 29 ' -2 112 " . 059 8 . 5 4ZG24 26 ' -7 114 " . 073 8 . 5 4ZG29 26 ' -7" . 073 8 . 5 4ZG5 28 ' -7" . 105 8 . 5 4ZG6 26 ' -10 1/2 " . 082 B . 5 J G F E p G A RSCRRC15 RSC10 RKCIZ6C10 RSCkRC15 RSC10 RKCF6C10 RSCk RC15 RSC10 RKC1Z§C10 RSCkRC15 RSC10 SC10 RSCkRC15 RS91924 RKCIZSC10 o I 5 5 IIw 1n I 4ZGll 4ZG1 4ZG1 4ZG1 I 4ZG1 4ZG6 II !� I 5 GFA102 5 lt7 4ZG11 4ZG1 4ZG1 4ZG1 4ZG1 4ZG11 I CO (U 1 O o w 1 I 5 m 1n I 4ZG11 4ZG1 4ZG1 4ZG1 4ZG1 4ZG6 tD II of I 3 2 4 4 4 4 2 I I GFA102 to 4ZG5 4ZG1 4ZG2 4ZG2 4ZG1 4ZG0 II 0 iI l II BA1 BA1 EfU BA1 BAI BA1 BA1 IIA1 25 ' -0 " 25 ' -0 " fts do 25 ' -0 " Fall laq 25 ' -0 " 25 ' -0 " 25 ' -0lain " 150 ' -0 , WALL ELEVATION AT EAST n 2 ' -7 1/4 " ® 2 ' - 1 1/411 Q 1 ' - 7 1/4 " (TYP . LAP) R2 3 ' - 7 1/411 0 7 ' -5 1/4 „ Pro j ky: 483 Bldg: 1 Plane: 4 1 . UNLESS NOTED, USE 1/2 " DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code : 5MAST FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS . Live Ld (W/O Trib Red) 25 . 0 psf Tull Secondary TQ981016095356 SEE JOB DETAILS FOR BOLT LENGTHS . Coll . Ld (gravity) : 5 . 0 psf 2 . WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll . Ld (uplift) : 0 . 0 psf Priggen Steel Buiding Co . , Inc . 10/16/9 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS . Wind Speed : 90 . 0 mph 01510"It REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Wind Exp . Cat . : B Sencorp Systems Inc . �v%Of&4s � Ground Snow. 25 . 0 psf p \, 10 : 2 Roof Snow : 25 . 0 psf Hyannis , MA EAU Snow Exp . Cat . : 3 7711 Seismic Zone : 2 �Ap �c�;, tiq . Building Use Cat . : 1 Sencorp Systems Inc �` y'��ssr STIS AuxiliaryLoads NONE NTS BuildingAddition �`'* SECONDARY MARK LENGTH THK DEPTH 2ZGO 27 ' -10 1/2" . 105 8 . 5 2ZG1 28 ' -2 1/2" . 059 8 . 5 2ZG11 27 ' -7" . 082 8 . 5 2ZG2 29 ' -2 1/2" . 059 8 . 5 2ZG24 26 ' -7 1/4 " . 073 8 . 5 2ZG29 26 ' -7" . 073 8 . 5 2ZG5 28 ' -7" . 105 8 . 5 2ZG6 26 ' -10 1/2" . 082 8 . 5 A D D E F G RSC10 RKCFSC10 RSCIZRC15 RSC10 RKCBS C10 RSCRRC15 RSC10 RKCIZSC10 RSCkIXC15 RSC10 RKCFSC10 RSCIZRC15 2Z426,910 RKCESC10 RSC 5 O i t li 5 5 I Ln II 2ZG6 2ZG1 2ZG1 2ZG1 2ZG1 2ZG11 p I GFA102 t I 5 I 5 i I 2ZG11 2ZG1 2ZG1 2ZG1 2ZG1 2ZG11 in cu = 00 t 5 5 t Lp Ln 2ZG6 2ZG1 2ZG1 2ZG1 2ZG1 2ZG11 I m t _ I GFA102 N I 2 4 3 4 4 4 2 L I 2ZGO 2ZG1 2ZG2 2ZG2 2ZG1 2ZG5 I GFA102 ❑ I i I BA1 BA1 B1 BA1 BA1 BA1 BA1 IA1 25 ' -0 " MINI dn 25 ' -0 " 25 ' -0 " 25 ' -0 " 1�11111 25 ' -0 " 25 ' -0 " 01119 RUN loin 150 ' -0 " WALL ELEVATION AT WEST Q 2 ' - 7 1/4 " ® 2 ' - 1 1/4 " 03 1 ' - 7 1/4 " (TYP . LAP) 0 3 ' - 7 1/411 0 7 ' -5 114 " Pro j ky: 483 Bldg: 1 Plane: 2 1 . UNLESS NOTED, USE 1/2 " DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code : 5MAST FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS . Live Ld (W/0 Trib Red) 25 . 0 psf Wall Secondary TQ9,81016095356 SEE JOB DETAILS FOR BOLT LENGTHS . Coll . Ld (gravity) 5 . 0 psf �oF�-44,04 2 . WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll . Ld (uplift) : 0 . 0 psf Priggen Steel Buiding Co . , Inc . '�N , 10/16/9 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS . Wind Speed: 90 . 0 mph a �� ' REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Wind Exp . Cat . : B Sencorp Systems Inc . OUDR*EU Ground Snow: 25 . 0 psf 0 7711 i 10 : 2 Roof Snow: 25 . 0 psf Hyannis , MA '��o��`GISTER�� Se�smECp . Cat . : 3 FSSIONAL��' Zone : 2 Sencorp Systems Inc Building Use Cat . : 1 Auxiliary Loads NONE NTS SHEETING MARK LENGTH THK COLOR (FINISH) SSR1 39 ' -11 7/16" 24 Standard Color (GALVM) SSR2 40 ' -7" 24 Standard Color (GALVM) SSR3 30 ' -7 9/16" 24 Standard Color (GALVM) U2 3 U4 8 U6 12 1 2 U1 4 5 6 7 U3 9 10 11 U5 13 1 B I I S C i , I I I D I , S I o E ' ' I o S F > G . . S ) �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i__.. 300 ' - 011 0 Start Panel Dim . 1 ' -0 " (Cut Dim . = 1 ' - 1 " ) Projky: 483 Bldg: i Plane: 6 1 . Install Sheeting From Left to Right Building Code : SMAST 2 . PRE-DRILLING 1/8" DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS Live Ld (W/O Trib Red) 25 . 0 psf Roof Sheeting TQ981016095356 MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP Coll . Ld (gravity) : 5 . 0 psf LOCATIONS. AND/OR SECONDARY STRUCTURAL BEAMS Coll . Ld (uplift) : 0 . 0 psf 3 . ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Wind Speed : 90 . 0 mph Priggen Steel Buiding Co . , Inc . a�`�oF�Rs��� 1011619 REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Wind Exp . Cat . : B Sencorp Systems Inc . ENE , 4 . SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION . Ground Snow : 25 . 0 psf EAU �! 10 : 2 Roof Snow : 25 . 0 psf Hyannis , MA 7711 Snow Exp . Cat . : 3 0� F�',STER� �w Seismic Zone : 2 Sencorp Systems . Inc S°�14AL Building Use Cat . : 1 Auxiliary Loads NONE NTS Building Addition U2 3 . U4 8 U6 12 1 2 U1 4 5 6 7 U3 9 10 11 U5 13 r-1 174 r{ B C O OII OM MO O O o 0 o - O o o =I o v) CO n ' I 1w 1 O a+ 04 a a a a a a w a a a � Ena w aa a a 1 ❑m.cm�ti lI' I I I IIIN 1 I i I I i f I I i I I 1 N � I I I I 1 I I I I 1 i I o 1 I I I I 1 I i I I I I I I N E I I I f O I 1 � ll O i I i I � I I I I I I -0 1 I 1 I , N F I 1 O I 1 I I I I I L0 1 I O I I 1 i f I I I I I N - - - - - - - - - - - - - - - - - - '- - - - - - - -I - - - - - - - ' - - - - - - - 1- 1 24 $ -p „ 2 23 ' -g .l 2 25 ' -p ,f 25 ' -pIf 2 n� 25 0 25 0 23 ' —8 " S2_ 25 ' -p " 25 ' -p �� 25 , _0 „ 2 23 ' -8 2 24 ' -p „ q 300 ' -p " 0 „ Q 8 If M 16 -0 11 Pro ) ky: 483 Bldg: 1 Plane: 6 1 . UNLESS NOTED, USE 1/2" DIAMETER A-307 BOLTS FOR PURLIN LAP, Buildin Code : 5 PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS . g MAST SEE JOB DETAILS FOR BOLT LENGTHS . Live Ld (W/0 Trib Red) 25 . 0 psf Roof Secondary 2 . WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM Coll . Ld (gravity) : 5 . o psf TQ981016095356 AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS . Coll . Ld (uplift) : o . o psf wind Speed : 90 . 0 mph Priggen Steel Buiding Co . , Inc . REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Wind Exp . Cat ORss� 10/16/9 . : B 3 . WHEN SAG ANGLE SLOTS IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED, FIELD-BEND Ground snow: 25 . 0 psf Sencorp Systems Inc . EN A SAG ANGLE TAB AND ATTACH TO PURLIN WITH A SELF-DRILLING STRUCTURAL FASTENER . � ����, his 10 : 2 4 . SAG ANGLES ARE NOT REQUIRED IN BAYS THAT ARE 16 ' OR LESS . Roof Snow : 25 . 0 psf � Denotes A325 Secondary to Frame Connection nowExp . Cat . : 3 Hyannis , ,,, MA. , 7711 Seismic Zone : 2 Building Use Cat . : 1 Sencorp Systems Inc L�- ' Auxiliary Loads NONE NTS Buildin Addition ALL BOLTS 1/2- A307 U.O.N. (LENGTH AS SHOWN), USE 1/2" A325 BOLTS AT -SFB- FLANGE BRACES. ONE SIDE FLANGE BRACES REO'D. AT END FRAMES. 1 1/4" CONTINUOUS SECONDARY LAP VARIES 1 1/4" VARIES ¢ VARIES 0 — 1 1/2" LONG 0 1" LONG SECONDARY TYP, U.O.N. FLANGE BRACE PRIMARY FRAME 1 1/2- LONG TO ASSURE STRUCTURAL INTEGRITY, INSTALL FLANGE BRACES AND ALL CONNECTION BOLTS AT ALL LOCATIONS SHOWN ON THIS DRAWING. TYPICAL FLANGE BRACE CONNECTION CONTINUOUS PURLIN LAP SHOWN. CONTINUOUS GIRT LAP, SIMPLE PURLIN AND GIRT CONDITIONS SIMILAR. J F D A B 150 ' - 0 3/811 3 0 . 250 : 12 28 @ 5 ' -0 'l ❑ >� 0 ko in rl O O O 0 0 N d r-1 00 M O O p O O p p p CD M M M M M d� +� M OC14 O O p O CD U W W CT4 W W W W W W {� Cq Ln v M M M M O M N N N N N N j W W W w w w v v v WW v N N ^ U^- N N U � � v v i-+i tii f h I 0"X15 FL3 FL3RBX17 �XI6 FI'3R8X18 FL3RBX19 I ❑ I O O 4 IFB3037 '] O I FB3036 O O 6 I N ® O c I o o i I J� � 00 N N (2 ) FB3003 0 *-� H I U v w IFB2096 0 M W a M IFB2095 W _ I I L I (2 ) FB2071 I I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� a a 50 ' - 011 50 ' - 0 " 48 ' - 1111 F 150 ' - 011f 0 8 1/211 © 5 ' - 1 1/411 0 7 ' - 5 1/411 ® 3 7/1611 03 1 ' - 0 3/1611 Q 2 @ 4 ' -4 3/811� if - lit Elevation at Frame Line 3 Projky: 483 Bldg: 1 Plane: 9 1 . A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code : SMAST "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" Live Ld (W/O Trib Red) 25 . 0 psf Frame Elevation TQ981016095356 SECTION 5 (C) "TURN-OF-NUT TIGHTENING" . Coll . Ld (gravity) : 5 . 0 psf 2 . USE 1/2 " DIA A3 07 BOLTS FOR PURLIN TO FRAME GIRT TO FRAME AND GIRT TO Coll . Ld (uplift) :i f t) : 0 . 4 psfCo . , �� P P Pri en Steel Buidin Inc . 10/16/9 .n CLIP CONNECTIONS UNLESS NOTED OTHERWISE . SEE JOB DETAILS FOR BOLT LENGTHS . Wind Speed : 90 . 0 mph NE " . 3 . INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Wind Exp . Cat . : B Sencorp Systems Inc . e MAU 10 : 5 IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Ground Snow: 25 . 0 psf 7711 ; Roof Snow : 25 . 0 psf Hyannis , MA �� 4FrISTE.4'<;��;'�'� Snow Exp . Cat . : 3 IT ONAL Seismic Zone : 2 Sencorp Systems Inc ►�r�. Building Use Cat . : 1 Auxiliary Loads NONE NTS Building Addition EE t FL FL 1 ' -0 0 2 1/2" 2 1/211 .i iv l ` \ 2 1/2" 2 1/2" N N N Q - - ,Q Q - F QLO N 6 „ N 4 „ 5 „ 4 „ Cu4 „ Sol N - �-, 2 1/2" 2 1/2" 1 ' -0is (2) 3/4 " Dia . A-36 A . Bolts (2) 3/4 " Dia . A_36 A . Bolts (4) 3/4 " Dia . A-36 A . Bolts (4) 3/4 " Dia . A-36 A . Bolts (2) 3/4 " Dia . A-36 A . Bolts (2) 3/4 " Dia . A-36 A . Bolts Plate L=8 W=9 T=3/8 Plate L= 10 " W=8 , T=3/6" Plate L= 1 ' -3 " W=8 " T=3/8" Plate L= 1 ' - 1 " W=B " T=3/8" Plate L= -0 " W=B " T=3/8 " Plate L=B " W=9 " T=3/8 " Elevation= 100 ' -0 " Elevation= 100 , -0 Elevation= 100 ' -0 " Elevation= 100 ' -0 " 1 ' Elevation= 100 ' -0 " Elevation= 100 ' -0 " D1 D2 D3 D4 D5 D6 � g „ 5 „ 4 „ = 6„ 5„ 9ft4 „ 4 „ 5 ,� 4 „ o N _ N N !i ~ N N N Ez", EB N - _ - 460 cli N t11 ru IN, N 1 ' -014 N 1 ' -011 2 i/2" 2 i/2" N 1 _0 „ 4 ,1 5 „ 9 N N 1 , _0 „ FL FL (2) 3/4 " Dia . A-36 A . Bolts (4) 3/4 " Dia . A-36 A . Bolts (4) 3/4 '_ D,ia .,A-36 A . Bolts (2) 3/4 " Dia . A-36 A . Bolts (4) 3/4 " Dia . A-36 A . Bolts ,, (4) 3/4 " Dia . A-36 A . Bolts Plate L= 10 " W=B " T=3/6" Plate L= 1 , , -3 W=B, T=3/8„ Plate L- 1 1 _ W=B", T=3/6" Plate L- 1 0 W=B T=3/8 Plate L= 1 6 W- 10 , T=, 3/8Plate L= 1 5 W= 10 , T=3/8 Elevation= 100 ' -0 Elevation= 100 -0 Elevation= 100 0 Elevation= 100 -0 Elevation= 100 -0 Elevation= 100 -0 D7 D8 D9 D10 D11 D12 1 /2 11 DIAMETER CONCRETE 9 5 4 2 1 /2" PROJECTION (U .O.N .) ANCHORS (NOT BY VP) .' BOTTOM OF COLUMN EQ. — N BASE PLATE ELEV. — VARIES 3" _ ift BOTTOM OF — — m COLUMN EQ. BASE PLATE N J 1 1 /4" OPENING WIDTH 1 1 /4" STD = 1 /2 NOTE: 1 " PROJECTION ABOVE FLUSH = 0" BOTTOM OF JAMB CLIP W= 10 3/8 / 41 A . Bolts Plate LV6 „ TYPICAL ANCHOR TYPICAL COLUMN Elevation= 100 ' -0 " BOLT PROJECTION BASE PLATE DETAIL FRAMED OPENING DETAIL D13 Projky: 483 Bldg: i Planer i 1 . CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 5MAST Anchor Bolt FURNISHED BY OTHERS Live Ld (W/O Trib Red) 25 . 0 psf T0981016095356 2 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll . Ld (gravity) : 5 . 0 psf AISC SPECIFICATIONS (FY = 36 KSI) . ANCHOR BOLT LENGTH AND METHOD OF Coll . Ld (uplift) : 0 . 0 psf Prig en Steel 1 Bu i d i n Co . Inc . �,.� 9 9 0M � 10/ 16/9 TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed: 90 . 0 mph s9�e BY OTHERS . Wind Exp . Cat . : B Sencorp Systems Inc . GENE 3 DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS . Ground Snow: 25 . 0 psf - 10: 2 • o psf Hyannis, MA � � - REAu A . FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH . ANCHOR BOLTS MUST BE Roof Snow: 25 . p y � " 7711 ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT . Snow Exp . Cat . : 3 ��, Amp FGISTv.R�� � Seismic zone: 2 Sencorp Systems Inc '�ppFFSSlpNAtL� ` Building Use Cat . : 1 � Auxiliary Loads NONE NTS _ Bu i l d i nq_ Addition _ __ 1 14 0 2 3 4 5 6 7 8 9 10 ll 12 13 23 ' - $ rr 101 ' -411 231 _ 8rr 761 _4n 23 811 NORTH 0 - Ln N Ln N 0 0 0 0 0 0 0 0 0 0 D4 f ' D9 0 0 0 0 0 0 0 o 0 0 Ln Ln Ln Ln Ln Ln Ln Ln un Ln o - � O Ln N Ln N D D5 D10 o = Ln N Ln N 0 H c c = -W t c c c t O O O 0 O O O O p p a E W D4 D9 ,� s o 0 0 0 0 o O O o o W _ Ln Ln in Ln Ln Ln to Ln Ln Ln co 0 o i I I I I ► i { " in I I H N Ln F D4 D9 o = 0 Ln N Ln 0 0 0 0 0 0 0 0 0 0 (� D3 ' I I ' ' ' D8 go 0 0 0 0 0 o O 0 0 0 Ln Ln in Ln Ln Ln Ln Ln Ln Ln Ln in N N Jni SOUTH r2 24 ' - 0rr 01 25 ' _ 0ri 25 ' _ 0ir 25 ' _ On 25 ' _ Ou 25 ' _ Orr 25 ► _ On 25 ' _ 011 25 ' - 0n 25 ' _ On 2 , _ , _ 5 0rr 24 0rr 3 0 0 ' -0 rr BL to BL 1 ► Orr 0 1i _ 1rr Finished Floor Elevation = 100 ' - 0 " (Unless Otherwise Noted) Projky: 463 Bldg: l Plane: 1 1 . CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code : 5MAST FURNISHED BY OTHERS Live Ld (W/O Trib Red) 25 . 0 psf Anchor Bolt TQ981016095356 2 . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll . Ld (gravity) : 5 . 0 psf RISC SPECIFICATIONS (FY = 36 KSI) . ANCHOR BOLT LENGTH AND METHOD OF Coll . Ld (uplift) : 0 . 0 psf Priggen Steel Buiding Co . , Inc . '�'� O s. 10/16/9 TRANSFERRING FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED Wind Speed : 90 . 0 mph q� BY OTHERS . Wind Exp . Cat . : B Sencorp Systems Inc . GENE �� 3 . DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS . Ground Snow: 25 . 0 psf PEAu V3 10 : 2 4 . FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE Roof Snow : 25 . 0 psf Hyannis MA ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT . Snow Exp . Cat . : 3 y Seismic Zone : 2 Sencorp Systems Inc ` ►►;pA Building Use Cat . : 1 Auxiliary Loads NONE NTS Buildinq Addition I _..,.,. ... .....w... ......,.., ,_.,._,.. 47 I f Ik: I _ _ : e 1 ,;) 0 _... '.._n _. , 1 � I _.. 2 .: _. ? P R _ T,P�» N � 4 41 a/...».B l , k S 1 F1 : 6 `� i /�{� i i i i i ogT . 1 : } r ,,....1,,..F;,.,?49"..4`AR ar , .,,,.,...._ ,. .,......, ... .., ,. �T «�+►.a„ ,,»..u. _ .. : _...... _.... ....... ...ram+. ..C .. 1 4,4 r r . q lr _Fr.AIAI.11.0 ,__TM III V _.._...m_ ?�L�.��•.� _ _ __�:__._.__ _i.�\�:.'Lrl._`�:.�U LET 103..� ,r r ,wXNy" I 4 «47 _ _�'e.._ y a I is _=o`.. s l. C9t' ' NO. REVISIONS DATE _ PRIGGEN STEEL BUILDING CO . 133 FRANKLIN STREET WRENTHAM, MASS.02093 PROACT..SEt�CO.�E ...:., �`!'.' I"EN� ::_E 4C.9 , SCALE ORAWNBY :KI �}6) ,:il .::.::.. o LtT' .. t.►, j _. W _--- C . C - _.__ .� T .r , .__ _._..1 s1 ..m. _ ...... ., APPROVED BY u a DESCRIPTION DRAWING NUMBER uj W -4—DATE DRAWN _ ,._.. 14 O�-F.R ► gym, F'CttJf;i "°� 11 ��t7� �+I� ,1 �.-L -_Cc.��.izz-`�_E,..-.--._Tca ..._ .�._.__. � ap E s C. oo a W - it ' (. L J L L J L J ! I I L ( L J tv , I t i 3 f ------------------ 1 _ _._ _. __.__ :_ . . I _ _ I LL Lw J J LJ L ra -� I I i ; I }} I N I t , ' N — - -t - w . E , .... .: Owl X14 DREAD 7,7iI � r� F No. REVISIONS DATE PRIGGEN STEEL BUILDING CO. .133 FRANKLIN STREET W RENTHAM, MASS.02093 PROJECT. SCALE DRAWN BY APPROVED,BYm DESCRIPTION DRAWING NUMBER a a DATE DRAWN _. FQ t1t4D- ."'t'1 A�.T,.: 1-LA 14 or- ,R q t�4V .�.1. !�► � ►► ►r..-C' �"�.-_ ,, ���, , �'r.._,esTTc... W.._'::�SG"'T to k'.sty. 1° _ . .._..._n1� _ �.f. � ,..�_..,s��, 2 15: 4._ , . 2. _ ,0 Q 45 , C3 4ol t 4 I _ o r I , : TtE ,JC)t3'T I v i a t I I N F , y { d I r y .. - - VC y , 3 f4 L F---- N 94t = t _ _ _ _ = z 1-1 T. C3 N - ; , ' a , _ _I° : . :1. . ._'tom" `r ►fit t ,.. L: et Co IQ'C IR IS , DIE 77 ► k" "C « 4-14 tkk OF r� ZEAU 7711 v G`9ST �� q No. REVISIONS DATE PRIGGEN STEEL BUILDING CO. .133 FRANKLIN STREET WRENTHAM, MASS.02093 PROJECT ,5 {° <)R,P::-"' SOLE DRAWN BY �. I' Z C-a p I L't C APPROVED BY o :: . «_ .. DESCRIPTION MIZ *a`?I hJ DRAWING NUMBER x _ DATE DRAWN EXISTING UTILITY PRIMARY 2000 KVA 750 KVA UTILITY NEW TRANSFORMER F'*'�"—n 480/277 V 480/277 V MAIN SWITCHBOARD — 3000 A BUS — 65 KAIC 480 / 277 V MSB-2 SWITCHBOARD EXISTING 1200 A 3000 A MCB MSB-1 GF 1 2 1 2 3 4 5 6 7 8 9 10 11 12 600 A 400 A 1200 A 600 A 800 A 400 A 400 A 400 A 200 A 200 A 125 A 70 A 70 A 70 A 480 V 480 V 480 V 480 V 480 V 480 V T-1 T-2 T-3 T-4 T-5 300 300 KVA KVA 75 KVA 45 KVA 45 KVA 45 KVA ( NEW 1200 A r-y—m Fy---,m ry—m Fy�m 120 / 208 V BUSDUCT IN 240 V 120/ K-13 120/ 120/ 120/ EXISTING 208 V 208 V 208 V 208 V MFG. AREA EXISTING 600 A BUSDUCT 600 A, 480 V 800 A 800 A BUSDUCT BUSDUCT BUSDUCT IN NEW IN NEW HVAC-1 HVAC-2 MFG. AREA MFG. AREA PANEL PANEL LP-1 LP-2 CP-1 PP-1 PP-2 PP-3 480 V 240 V 120 / 208 V SWITCHBOARD EXISTING DSB-1 2000 A CP-2 CP-3 CP-4 Builder: Project: Building Description: GEMCO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD ONE LINE DIAGRAM FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN DYE APPROVED DWG. PlO. 1018198 PD C00-2104-E 1 TRANSFORMER SCHEDULE PRIMARY SECONDARY PROTECTIVE DEVICE PROTECTIVE DEVICE DESIGNATION KVA VOLTS L❑CATION SIZE FEEDER VOLTS LOCATI❑N SIZE FEEDER SERVICE REMARKS T-1 300 480 MSB 400 A 3-500KCMIL+G 240 6-500KCMIL+G 800A 240V BUSDUCT K-13 T-2 75 480 MSB 125 A 3-#1+G 120/208 CP-1 225 A 4-4/0+6 CP-1 T-3 45 480 MSB 70 A 3-#4+G 120/208 PP-1 150 A 4-1/0+G PP-1 T-4 45 480 MSB 70 A 3-#4+6 120/208 PP-1 150 A 4-1/0+G PP-2 T-5 45 480 MSB 70 A 1 3-#4+G 120/208 1 PP-1 150 A 4-1/0+G PP-3 PANELBOARD SCHEDULE BREAKERS _ BUS TOTAL DESIGNATION AMPS MAIN LOCATION VOLTAGE PHASE 1 POLE 2 POLE 3 POLE POLES MTG, REMARKS AIC HVAC-1 400A ML❑ ELECT RM #2 277/480V 3 10-30A 30 S 65KAIC SR HVAC-2 400A ML❑ MFG 277/480V 3 10-30A 30 S 65KAIC SR LP1 225A ML❑ ELECT RM #1 277/480V 3 42-20A 42 S 65KAIC SR LP2 225A MLO ELECT RM #2 277/480V 3 42-20A 42 S 65KAIC SR CP1 225A 225A ELECT RM #2 120/208V 3 33-20A 3-60A 42 S TVSS 22KAIC CP2 100A ML❑ HALLWAY 120/208V 3 42-20A 42 F 22KAIC CP3 100A ML❑ ELECT RM #1 120/208V 3 42-20A 42 S 22KAIC CP4 100A ML❑ HALLWAY 120/208V 3 42-20A 42 F 22KAIC PP1 225A 150A ELECT RM #1 120/208V 3 42-20A 42 S 10KAIC PP2 225A 150A ELECT RM #2 120/208V 3 42-20A 42 S 10KAIC PP3 225A 150A MFG 120/208V 3 42-20A 42 S 10KAIC V❑LTAGE; 277/480, 3 PHASE, 4 WIRE SWITCHBOARD SCHEDULE BUS AMPS; 3000A MSB-2 BREAKER CONDUCTORS DESIGNATI❑N FRAME TRIP FEEDER SERVES REMARKS MAIN 3000A 3000A 4 SETS OF (8) 500 KCMIL SERVICE ENTRANCE PROVIDE WITH GROUND FAULT PROTECTI❑N 1 1200A 1200A 9-500 KCMIL + G 1200A BUSDUCT 2 600A 600A 6-350 KCMIL + G EXIST. 600A BUSDUCT 3 800A 800A 6-500 KCMIL + G 800A BUSDUCT 4 400A 400A 3-500 KCMIL + G 300KV A/800A BUSDUCT 5 400A 400A 4-500 KCMIL + G HVAC-1 PANEL 6 400A 400A 4-500 KCMIL + G HVAC-2 PANEL 7 225A 200A 4-3/0+G LP-1 8 225A 200A 4-3/0+G LP-2 9 150A 125A 3-#1+G 75KVA/CP-1 10 100A 70A 3-#4+G 45KVA/PP-1 11 100A 70A 3-#4+G 45KVA/PP-2 12 100A 70A 3-#4+G 45KVA/PP-3 Builder: Project: Building Description: GEMCO ELECTRICAL CO. Building Addition ® GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD SCHEDULES l FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BY, nn APPROVED DWG' NO. C00-2 f 05-E2 f011198 L L i FR❑M MSB-2 (7) FR❑M CP-1 FR❑M MSB-2 (10) FR❑M MSB-2 (5) FR❑M MSB-2 (8) FR❑M MSB-2 (9) FR❑M MSB-2 (11) 210' 20' 20' LP1 CP3 PPi HVAC-1 LP-2 CP-1 PP-2 43.5' 37.5' 43,5' 2 4' T-2 T-4 T-3 32,25' ELECTRIC ROOM # I. ELECTRIC ROOM # 2. 1 ST. FLOOR 2ND. FLOOR ELEVATION ELEVATION 5,81' LP1 5,81' CP3 5,81' PP1 HVAC-1 LP-2 CP-1 PP-2 20' 20' 20' 18,07' T-3 T-2 T-4 24' ELECTRIC ROOM # I. ELECTRIC ROOM # 2. 1ST. FLOOR 2ND. FLOOR PLAN VIE W PLAN VIE W SCALE: 3/4" = 1'-0" Builder: Project: Building Description: GEVICO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD ELECTRIC ROOM PANEL LAYOUT FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BYE APPROVED DWG, NO. 10/8/98 PD C00-2110-E3 s $ LP1-1 P P 1—1 E Single Pole Light Switch LP1-2 $3 Three—Way Light Switch $4 Four—Way Light Switch Duplex Receptacle Outlet Duplex Special Purpose Recptalce Outlet PANEL LP 1 v LP1-3 Special Purpose Outlet .w. LP 1-4 PP 1-1 D--�— Computer Data Services PANEL PP1 LP1-6 LP1-8 LP1-9 >+ Private Telephone System Devices LP 1-5 LP 1-7 ti. PP 1-1 <>+ Paging System Devices $ F �. �� � Strip Fluorescent Lighting —Size As Indicated $ 3 PP1-1 �^ C� 2' x 4' Troffer—Acrylic Lens $ $ �. PP1-1 _ r, E E Epp E O Exit tight Arrow As Indicated E E PP1-1 $ $ $ $ $ $ $ $ $3 $3 3 F Exhaust Fan E Fan / Light Unit PP1-1 PP1-1 PP1-1 PP1-1 PP1-1 O Recessed 10OW Metal Halide — Silver Cone PP1-1 1 ST FLOOR PLAN SCALE: 1/16" = 1'-0" Builder: Project: Building Description: GEVICO ELECTRICAL CO. Building Addition ® GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD 1 ST. FLOOR ELECTRIC LIGHTING PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BY- APPROVED DWG, NO, 10/19/98 PD COO-2113-E311 LP2-7 LP2-8 LP2-9 LP2-10 LP2-11 LP2-12 LP2-1 Single Pole Light Switch $3 Three—Way Light Switch PP2-1 I I I I I I I I I Four—Way Light Switch 4 E Duplex Receptacle Outlet Duplex Special Purpose Recptalce Outlet LP2-2 Special Purpose Outlet d—�— Computer Data Services M PP2-1 Private Telephone System Devices E I I I I I I I I I M OfPaging System Devices LP2-3 Strip Fluorescent Lighting —Size As Indicated 2' x 4' Troffer—Acrylic Lens M PP2-1 EO Exit Light Arrow As Indicated PANEL PANE L LP2 PP2-1 PP2-1 Exhaust Fan H w PP2-1 E L Fan / Light Unit LP2-13 E ^ R R ,m R Recessed 10OW Metal Halide — Silver Cone M R R _ E E 3 LP2-4 $ $ # $ PP2-1 PP2-1 PP2-1 LP2-15 LP2-5 LP2-6 LP2-16 LP2-17 LP2-14 2ND FLOOR PLAN SCALE: 1/11�6" = 1'-0" Builder: Project: Building Description: GEMCV ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD 2 ND. FLOOR ELECTRICAL LIGHTING PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BYE APPROVED DWG. N0. 10/8/98 PD C00-2114-E4 PP3-1 PP3-2 PANEL PP3 PP1-40 PP1-2 PP1-41 PP3-5 PP1-39 PP1-3 PP3-4 PP1-4 se0Po»wtS-ft PP1-5 1, M--WW LW S."a' 4 Four—Wq Ugm SW"di o" PP1-37 PP1-8 PP1-6 � DWfw Puy ««M PP3-3 � �� R.P.°� PP1-17 PP1-22 PP1-24 PP1-27 PP1-32 10,+ Canpax U.s.rvioeo PP1-9 PP1-35 PP1-33 PP1-30 PP1-29 PP1-7 PP1-16 PP1-15 PP1-26 >+ ft&T*PtweSye w. PANEL PP1-38 �� F—a � rdt'o 2'x V TrvRr-Aa*Lms L E� Eft t."army As bd 00%d CD UL PP1-10 KJ F. 0r& RO Roomed 10OW Motel H"—S#m Com T'� QD PP1-11 PP1-36 PP1-34 PP1-31 PP1-13 PP1-14 PP1-18 PP1-19 PP1-20 PP1-21 PP1-23 PP1-25 PP1-28 PP1-12 IST FLOOR, P LAN SCALE: 1/16" = 1'-0" Builder: Project: Building Description: GEMCO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD 1 ST. FLOOR ELECTRICAL RECEPTACLE PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BYE APPROVED DWG. N0. 10/19/98 PD C00-2115-E5 PP2-2 PP2-3 Single Pole Light Switch $3 Three—Way Light Switch I I I I I I I I I Four—Way Light Switch 4 PP2-4 Duplex Receptacle Outlet PP2-5 Duplex Special Purpose Recptalce Outlet Special Purpose Outlet ®—�— Computer Data Services PP2-10 �— Private Telephone System Devices P P 2-11 OfPaging System Devices PP2-15 PP2-12 Strip Fluorescent Lighting PANEL —Size As Indicated PP2-13 -PP2 PP2-28 PP2-37 PP2-34 PP2-8 2 x 4' Troffer—Acrylic Lens PP2-16 PP2-14 PP2-27 PP2-31 PP2-39 PP2-24 PP2-26 PP2-38 PP2-9 O Exit Light Arrow As Indicated PP2-34 PP2-19 PP2-6 PP2-33 PP2-32 PP2-17 E F Exhaust Fan Fan / Light Unit ORecessed 10OW Metal Halide — Silver Cone PP2-18 PP2-7 PP2-20 PP2-21 PP2-22 PP2-23 PP2-25 PP2-29 PP2-30 PP2-35 PP2-36 PP2-40 PP2-42 PP2-41 2ND FLOOR PLAN. — SCALE: 1/16" = 1'-0" Builder: Project: Building Description: GEM CO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. ® 753 DAVOL ST. 400 KIDDS HILL ROAD 2ND. FLOOR ELECTRIC RECEPTACLE PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATE, DRAWN BY- APPROVED DWG. NO, 10/19/98 PID C00-2> 16-E6 HVAC1-1 RTU 2D CAP: 12.5 TONS CURB: 90"X60" WT: 1600 LBS. HVAC1-2 RTU 1F CAP: 10 TONS vi CURB: 90"X60" WT: 1400 LBS. vj RTU w 1E HVAC1-3 RTU CAP: 8.5 TONS 2C CURB: 82"X47" HVAC1-8 CAP: 5 TONS WT: 1300 LBS. HVAC1-10 CURB: 78"X44" WT: 800 LBS. vi HVAC1-4 RTU 1D RTU RTU 2A 1A CAP: 8.5 TONS CURB: 82"X47" CAP: 10 TONS CAP: 12.5 TONS WT: 1300 LBS. CURB: 90"X60" CU RB: 90"X60" HVAC1-5 WT: 1400 LBS. WT: 1600 LBS. RTU 2B CAP: 7.5 TONS CURB: 82"X47" 1 cv RTU WT: 1050 LBS. 1B 7.5 TONS CURB: 82"X47" CAP: 7.5 TONS WT: 1050 LBS. CURB: 82"X47" WT: 1050 LBS. HVAC1-6 HVAC1-7 HVAC1-9 PIMPOSED BUILDING ROOF PLAIN SCALE: 1/16"=1 '-O" SCALE: 1/16" = 1'-0" Builder: Project: Building Description: GEMCD ELECTRICAL CO. GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. Building Addition 753 DAVOL ST. 400 KIDDS HILL ROAD HVAC ELECTRICAL PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BY- APPROVED DWG.NO, 10/21/9 PD C00-2117—E7 i WOMEN'S LOCKERS 0 4 TIME CLsOC MEN'S s xLOCKERS VENDING ns DUCT SMOKE DETECTOR O CAFETERIA T� REMOTE TEST/RESET SWITCHES x x x x x x x x x x ® MANUFACTURING PULL STATI❑N AND HORN/STROBE g HORN/STROBE ® SMOKE DETECTOR CUSTOMER SERVICE 0 HEAT DETECTOR x STROBE ONLY O FlLE PIETRO MANUCABINETS PRIWER SEOaAGE x H'NOR KLOCK DEMO ELEC. ® WOMEN WOMEN CONE. MEN O H 0 JAN. MACH. ENGINEERING (46) ® MATERIAL,ZPURCHASING ROOM_ Jj L A RECEP. OPEN ® s KITCHEN— MEN CONE. 0 FILES KIT. OPEN ETTE FLY. PLOTTER ABOVE TO x l _ FILES x O CONE. PERSONNEL PERSONNEL MATTSON PARDO PORCH. OPEN ENG. CONE. CONFERENCE CONFERENCE/ SEC. MILLER MGR. MGR. LIBRARY DISPLAY J.COBIS 1 ST FLOOR PLAN SCALE: 1/16" 1'-0" Builder: Project: Building Description: GEMCO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD >ST FLOOR FIRE PROTECTION PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BYE APPROVED DWG. Na 10/21/9 PD COO-21 1 8—n FPt O I I I I I I I I I I OPEN FUTURE PROJ. MGR. MFR. OPS. ns DUCT SMOKE DETECTOR T� REMOTE TEST/RESET SWITCHES OPERATIOLI OFFICE PRO ECT MANAGEMENT PULL STATION AND HORN/STROBE g HORN/STROBE DIR. OPS. MFR. OPS. OFFICE L GIOVANNONE CHELEBEK ® SMOKE DETECTOR Q HEAT DETECTOR BROWN/ O GARNER STROBE ONLY s PICTURE/TEL CONFERENCE w) STORAGE J L� ) SERVER NPHONES ELEC. WOMEN MEN WOMEN JAN. FILES ACCTG cn FUTURE ENG. COPY SALES & MACH. ` sO ADMIN. O O APPLICATIONS ROOM MACH OPS SEC. FILES ADMIN. M— KITCHEN— MEN ELEV MAILLHO KIT. OPEN TO COAT FILEs ENG. O BELOW g R&D s CLO CLO PRES. CONE. OPEN VP SALES VP INT. SALES SALES SALES SALES OPEN OPEN SENCORP MOZIAN SALES E GIOVANNONE CURTIS APPLN. CONTR PAYROLL ENG. V.P. A. CONE• WC SCHRAFFT MGR VANCISIN DURGIN ADMIN. GIOVANNONE We 2ND FLOOR PLAN SCALE: 1/16" = 1'-0" Builder: Project: Building Description: GEMCO ELECTRICAL CO. Building Addition GEMCO ELECTRICAL CO., INC. SENCORP SYSTEMS INC. 753 DAVOL ST. 400 KIDDS HILL ROAD 2ND FLOOR FIRE PROTECTION PLAN FALL RIVER, MA 02720 HYANNIS, MA 02601 DATES DRAWN BY. APPROVED DWG. N6 10/8/98 PD C00-2> >9—EW �PZ _____ _I____ ___11 7—______---------- ______________________,______- ________-,-,--- -,-----------,--------------------------------- ---------- --- --------- -------- -- --- --- '-' --- --- -,--------------------- - ---- ------=------ -- - I - � - .- " I I I -I 1. I 1-11 - I � I - - ---------- -,-�------------ __-------------,---* _ I I I I I I I I I � � I I - I I I - I I I I - ", — I-— - � - . - I - , I . I I . . - I I � - 1. , I f I 1- 1 . -7�'-07:�,, . I � � I - -1 I - -- I . I I. � I � ,� , I, , - -.,_!ll_l�, � I - - I -, � I I , " �il��I��. I �, I . 11 - I , I I - . I I - � ; - � I I � _ �- I I � � I I I - � � � I - -_ - � I I I I I . � ��I I - -,",,�� ,- � , , � � - , , � I, I � I I I I I I I - I / . �-, T'-.,-,��,- , , -,� �I � � �, , . - . . I I . I I I 11 .1 11 I ;- -4 kf" ,- -1-1 . '�' ,�, I � - �l . � I I � I I I I I I I � , 0 � 1,I-,,z 1, "- I I I � � �"I I I I . . I . I � I I I - � I I I - I—— , I �I . �.�� - . -�� - K - " ,�___ I - 1 ', -� � , , , - I - I I I I - I I � I I -_ - 11 I I . I I � � . - � I . � 11___ I I� 1, ,- 1 I� , I �� I I I I I �� I I I � . I I � I _- , ," �, I - - . - .11 I I I - � - I I-, , ,, I I I � I I . � I I � I I . .�I I - I ",I '-1,I�, I I 1. I � I - I � I - � � � � I I I I I � I ', 1 ��,!;.,�, 3,1'�l , - - I I I -11 11 I I I I I I, I I I I I I I I /' , - . I 1, I I I � I 11 - � I I I , �" ��,' 1�,, i I 11 �11 I � I I - � 1, �I -I 11 I, I� I �� li I 1,-- � , � _� � I . I � . � I � � I I I . I ,_1 I �J — ; , - ,� . . I I -� I .I I � I I I j ,, -1, ,, � ,_, - I , , � � 11 - � I I . 1, - I � � /' 4�1- I -I I I ,I I 1. I I I I :,�,� 'il I I:, I I I - I I I I I I I I I 1 I I I - 1�1 I 11 I I - I I - I - I I � I I . I I . � 4 , �,�," , "!-, 1, I I � .i: � . - I I I I I . � I 1� I . I I I I ; � ��:-� "�I�Fiz 11 I- 1, ,-,:-� " : , , ,� ,, I � I ------ -_ --- , - , - I I - - �I �- , " I " %wommumoramamm I R"=��,�_�Wmsxmkamlala�,UbM�-Zw I � I I � � I I I I I 11 I �', - ; _� I- ' - � I 9 ', I .,-. , , I . I I - I I I I I . ;l �, ; ,.�''- , 11 I I � . 1, �� I I - . I I I - I 1, I � . .I I I -11 I .. I I I � � � � I I 1 ;1,21 1 1 �, I I, I 1. I I �- I I I I - I I I I I � I 1. I � % I 1.�� - � ---, I I I � . I I I I I I I I - . I " ��l , � , I I-e I - � I I I I � - I _. I I I . I .I �.l I- : -9 - I � I I I X.,I� i, . �. I - I I I I I . � I I I I I I I I ; .� , , 11 �, 11 11 � I I - I - I I . . .1 '�!l;.,, �,��,; �,, ,,-" I -I - I I I I I I I j � " -� - , I ,I I-I 1,I"",� "I I 1,- �. � , 11 I I I I I I I -1 I ,. � � I I I I I � I � I I I I �"'�.1 I -.,,, " - I . I I I - r, I .., 11,P -"I I �,I � .1- 11 � � , - �� __ :J , .1 I . . I . � - I I— _ �,� ,:�,�,�,,, I , '_ I . I .,�.,� I �__ � , �_' I� 11 I . I I I I,- I I , — - �I I I . - I . - I I - ,� .." I I I � I I — . 1�, � � I � - � 11 � � . � . I - zl.l� r. , 11 I I - I I I I . I I � I . � I I - _! s ,,,1 a,�.4� - , , , �� �1 , , � - � � I - I I - I . '. I , � _,��� I . , I , , � . I 1 , f , 1 .11,I - � ti ,� �,� � i - I I � I - �l I � �, I . I . . I I I _�� , ll�_I i I � , . � I I . . I ",I -11 -L,I ,, I I .1 I 11 I I . ., � I I I I I I I I I I I � I I X. , ,7,�, "" I 1, I , I I � 1 I I I I I ,� I I I I . I - � j . 1, � - ". ,I , I �, , I I 11�, � I I I - I I , - � I � ,, , I - I I I i,� � _� � , � I I I . I I � I , o -, , � I I - I � - : I I I 11 I J I . , � �_- - �, � . - -11 - � 1 3 1 � I . � , , � � _1� 1� I �;��-j . -1 � 1, � � I I I I I . I I I I I . I ? I � I I . I . 1. .� I I . " I I , � I " . I - � - a , I '. �f" �. 1, I I 11 - I � I I I . I I 1 I i -�_� �:l ` I , - I I ,� I I I I I I I I I � . � I I I 1,_i ell'. , ,�� I � I I � I � , I : - I . � . I I � I I I I ", - � ,� 1 1, I I - - . . I� I - � I I ", `�--f* I �� I . I g i , I I - -, � � I I I I I . I �- � - ,� I��l� I I ,, , , I I I I I - I - I I� I :1 I , , . -1 I- ,,I I I� � �� , � : I -I � I I I - I I - � � . � � - . I - � - I I -1 I � -� I. I I I I I I - - I 11 I I - .. ,� I i, , �,, - � I � . I I I . I i- I I I I � .� ,��` , , I - ,� - � I I . I I I � I� . ;1'I,I .- � I,: � I I � � - -,,- � � i I � I I � I i I fil - II -1 � I I I � I � I I ,�,� , - , :il -� , I I - . I � I I 1"; - I , I I . . . I I I I I � I , , I;.. � I . � I I I I � I :I 1, I, . � I I I �, I - , � � . I ..;. I--_1�":- I I �l " � q I , I I . t I I I I ,� I - - I � - . . . � I I I I I . 11 � I I � " "',- - � - " I " : I I � I I I � - I I � I . � I , � % I - I �1�_ - , I I I I - I ��, "' "� , - , I I I I 11, 1� ,� I I � I I . I ,� . I I I - I '. . � I � � � �j I 4 ,:1- � , - - I I � I I - I I . I - I .1, �� ,, , I" . - - I � I � I I . � I I I I", , I 1,: , I I I - I I I I I -, ,.:� ,�,�-� 11. I . , I I I - . - . ,�� � , - �.: I �. 11 11 . I, I I I I I . . I . I � I I I I I I � I I I� 1 ��',ll� - i,-1,,,��"_" I'.. -I I I 11- �, � � I, � I . I I I I I I I I I 11 'j�,,�I ". ll_� ', 11 ; -, � 1� 11 I I 11 I. .1- - . I I I � I . -I -I . . I . I � I I � I I I � . � � �11 ,� I I , ��, � "- 'I , I ,� I I - I - , I I I I I ,. . � I � I , - , , � -� I I I I I I. I I - __ - 11, � I I � � . . I I - � I I I I , I I ," , , �, �� , , - � � I I � p :,,, ��, -,-'-�,:, , " I I I I . - I I 11 I � I I I - � � . � I I I I 11 I I _. I , , , I I I I I , I ,--� , ,__ , ,-, - ",, .� -I . . - I � - I - �, ,� I � - , 1, Ir - I 11 I I I I . I I I . I, � - "I �_" , I I I - ��"' ."' , ,��, -1 I I � �� - I - I � � I I . I � 'i � , ,� I 11 -11 I I � � I . . I � , 4- I "�,", I N �, � 1, .. I- I 11 -, -- 1. � . . � � I I I I � I � It, "' - I 11 . 11 I I I� � . I I . I I . I ',��, ,, �;,, � � I - I . � I I " " . I ",__ , I �I -1 � � - I � I I I . I . � - � � I I I I I I - , ,": ......�,-',_�" I ;, I "� , I � - 1- � � I - . . I- ,,� .t' -,,-) - _,� I - ,-,, i 11 I. I . I � . I I . I I I I I I 1 4� ,� , , , � I I I . � I - , -,, , I � . I I � �_: __, ,i, - I � � ,: -. , � I � I I I I , � - : � I , ,, �� � I I I I ,�.; ,, "- ,1- ,'. I I I � - . � I I � I . . � I I I I - I, .x- ... - .- I � I I , I - I . I I ;,��, -A" -,,,,. � . _,� I I I I , , � � I "I I I I . --�I I 1� I - I I � ., � ' - - I - . � I 11 I I .1 I I I � I - -- .1',I �,li,�1- �. , ", 11 I . I ------ __ -- -_ I � � I - � ,Y ," ;l��, " !�', �i� , " I � ,f .1 , � I 1. � � , , �, , � , I I � , I -1 � � . �� � !,: � � � I I,,I , � . I - , , , "I", ,� � ,, , , I - I I I I � , �� � . I , , - I . I , ,�,. ,. - I I I I I " .V� �, , � -,�, p�%,I 1,,I, I 11 -1 I I 1 I I I � � I I � I I ,, - I I I I - 011, I . I I I I -, , 1�� �� ,;-_ - , , , I I ", � I . ,�,_:-:, � I . � I I I . I I . I I � , � . � 4 , I - I I I I I I , � � ,,, , � . . I I I � � I I I �..__ �'.c� , " ll��I I , , I I I I I I. . � I I 11 I -, , - , �"; - , I I I I , I - I I I / I I � I I �: -` "" I I�. .,,�,, � I I-�,1, , �. ,, , 11 ,� I . I . � , I � ", " �I- �, ,,�: �,� �;" � I!, ,, , - I I I - - � . " . , I I, I , '', , I I I � I I - I ," _,,�, � 1. I, I I �I- I z I . I 1 I I I I I - . " . I I - � I I I I I �4 I- - -- " I I � � � , ,,-, ,,��,:"�1'�,I." I I . 1,I . I I 11 � I I -1 I - � I . '', 1�. I . ,i . 11 I I I I I - I - . I . � I �j , ; 1 .,.., � .I f, ,,� ,," ,, , , 11 q 11 I - - 1, 1. I . I I � � I 1� �': �'11�� 1,� - � �I I I I I I - I " ..; . . I � I I �I I I I � 11 I � ,,,�I , --�,,,-� I'll � � , I - I I ",, ,�, ,�S "� _; , I � I . 1. I �l . I ': -"" - - I 11,",,,,,-��I � : I I I 11 I I, I .�1-:1 I . I I I I I I.."- I I � I I � , . --, - , I � �I 1:1 . I �, � . � � I 1� - - I � "'. - - - , . I ��_ � I . - �I�, �� � � I � I I � I � I I -_ � I - . I I I � .I I I . ! ", , , - I I , I il,,�", ���I,1'� "�I, , , . - , , �I ��;, ",,I, ,I � I, I I I , I I . I I I I I 11 - I I I I I,,'. ,� , -,� I I I I; _" I I I � I I . - I I � _ , " , �. � � I I . � I , � � , I � ; I , I ", �' ��--, � , . I'll � � � - - I - I I � ��l�'; �_,'I, � - "I , � " �� �- ''. - .l .I I I I I I I I I � I I I / I I I I - � - I I � I I I I I . - I I 11 �', ', �1�, ,,, , :� � I I " , , - � 1� I . I I I I 11 I I I I -, � . I I � I -,1:, �, ,n I ,�l �,�,�"I I, I I I I 1,�; �. I ,�, � , , I I I I - . I I I I- � � I I . � I � -� , 1,;I, -I , -1 � � -, I ,� I I I I I 11 I ,�� - . ---1 , 1 I I �; � - I I � I I . . I I - �, I I I - I I , I � I ,.I I I �� �-."���: ., ��� ",�1'11.���, � I �� j - I I I I - I � �. I � I I � � I I I I I I I I I , f� 1 � I� _. , I -� I I,- � , 11 I - I . . I � - I � I I I ,� I � 1, ,� , , I I :_,e .� . I I I I � I I - I I �,f _ , ',, I . - I I . I . - , - , , I �I, I, I � I i I_� ,- , �, ,f - , , , -.,#-, I -1 I-- I 11 - � . " , �, ,�4, , . �1, "� �, " r - , � I 1�t 1, . I - - I - . I . � � I I . - , � , � I I I � . - :A,-,� .I I� r �I % , ,. 11 - . - I - � I .1 �,_�,�,� ,- " - ,I I I . ��' 1. I �: , � . I I . - �l -� � I I I - " - ,� I I - -,I I� I I I I- I I I I I r .1 , - � , : ,-� �, ,�. ,I 11 �, I - I. I I I I . I � .i I I ,,�, li - - � I I . I I I I I � , � � � -;� :, I, , -- - 1��. I 11 , I I I I I I � , - :-,, - I ,,, , . I I ,__: , -, , .: __:�'� i 1, 1. I I � - . � . - , - 1 *�_ � I � I I I I �.', , � o - " . I , ,,, �" . , I I I � � � I, - � 11� , - I I ,. 1, I 1� I I . � � I I .-- , , - � 1�fl, , � I I . -� I . � I � � I I I �� ,,,, :,,-�t,',�.,,;-;� � I I I I I I� I : , I � I I I I I A I - ," , I. , 4 1 �, - :;�-4 , i_ -, ; , I I . ,, I I � I � I � � I I , I . I I I -�, � I--, 1�1 ,I - � I I I I I I ,. , I I I I I I I I I - �� ,-- ��t�� ,'-'. - ,-I ,I I � - � - . � I � I I I I� ;", � -;,,Y: �- I I '' � ` . I - I I � I I ', , , I , I I � I I k I . I . - - , , -� " ,, �141 � - I �. � - I I I,�I I . LIP-- � . I I I � I - I 11,�,, j",� �_ � C,-, - �,I I 1, �I - , - � I . I I . I . I I I I w--%- , '_ I i� , , - � I I I I I I ", I ,,�i I, �,, I ,f I J, 11 � . I I . I I � . - �s �1� , �-, I ,I I I I 1, I : � - I �� , I ,� I I � I I I I - " - - ll:,� 11 ., � I , - : � � � — �_ I 1,i I I , I - I � -�l ,' ' I I I v � I I 1, I - ,I I � � I I I I I , I I I I ,I - I I- 1, I I I . I __ I I I , I-, � . ,sl:,��-:, ,� ,,,�, � � I I . "I � � :. I �I I � -, I I � I -;_,, ,I" I I I I ,I I I I I I I I�l I - I I I I I � I I � ,�I ";�- , -�;l .-. � I - 11 ________ � � I . � I I - � I - 11 I I I I - I I I I I �� , . I I I I 1 4 � - �,i-,_ I 1� .I I .;� z �,-,- I , Izo C I � I � I I - .k i� -, �,�,.� . 1 1 _ , , :-- 11 I I , I � rz.F_5tDvP,�.4's- r90 *Low I- 'IPM . I � � I I , - *I I � �"k 1��, I I � - ---F�') -�,,,,,,�., ,�'l � , ,,:,--."i,- I �I I I I I I - R r ,!5PrA,r%L '76 V51 I 1. I � I - k ., ,i 1, I t .3- t ," . � - - . I 11 Nt ��. . - I I., - I, � I. I - I - ,� , I'� , , , ,� I i�!�X I � a 11 I � � � ,� I 1 4 - I I , -�,- .I I I I . � I 1�� ll, I I ; . I � I I � I ,I � I � - I � � I ;:� l-, , I , I 1-1 I 'll , " , - + I i w � :'�,,, 1- '. . I � I : _ 5 7-19/�z-5 .I I", .,�, I I I //_.__--------,-- ,------.,.-, __;_______ �__.... ...............W�l_ ____ _-1. _____T�-7 I . . � I I � �t 'I- - I 1 I I I ! I � 1 �4 I_Z, ,i�_ 11 -, I 11 I I - I 11 - � ! i - � - - I___,,'�, i:l: I; , I ' ' I � ��l 11 � I I . , , ; Cy 1 ,% I I-zq- lie I I - I I I I � . I - I �! I ,_ 31 "; 1: , �! � � I - I I � - I � I . ; I I . � I I I I I I . I I I 11 I "� I I I I . - � 'N' , : I I I 1, I . I c I --11� ., �, ,� , � . I (<, i 00 I I ", , , , , 1,i� I I : ", - � I , I � I - I I �l '' , 1� 1 '_;l I ''I I I 11 . 1 I I I . 1, I � I � � . I . I I � " , � I I 11 I :11 I I I ,�,, ". � - , , I I I . 1, I . .I N ��: i -,I - I � I � - I - I . ,� I ,,, , � ", r 1. - 1� I � I I . � I I 11 1 11 -11 � 1— 11 � I - I I-, ". I I I I 1� I �11 � _�, I- - i , I I I - I 11 � I I . — I . k - , - , ____-, - - , , � I I 1� ��__,�11 I .I,Y�,I I I I I I'I, . i � 111 I , � "-_----,-,-"-,-,------,- � V _ I I 11 I I I I I I - I I I � - I I � I I I I � I " 2 : 1.� 11 I I �, I . - . " � I I I I I � t�� � � .�� I '1�1 . I b O An I I - ;I'I � . , , : i, ;-,, I - � ,_��11 ,I I I� I i 11 I : , I � , ,! � k . , � 7 I . ,� I I ,� I - I I I I �. � I ; I I I 11 . I I :1 "' , , : , ��- I I I I I .' - I I I I I . � I I -1 I I I I I� - - �,� 11 1,�, ,1'. I � I - � .� I � � I I �. I I . �\ I I �, I I I � ; � ; , I � I � � - ..�- I 4 I I . I � I , ,- '-� I I I I I I: � I . I � I '' ", I i I I . � I � I I �I �,-, , , ,_,,� - � j I � J I � -fn & � I I � I I I I I - I i �','�' I'� :. ,�� I I I - ! � � � , ,�, , - 1 . , 1� I � I , ,_ I I I I I I I � � I . - I I I . �' , '11� - , ;,: I ;l . I I I, -1 I I � I I I I � �, , "., � - '�l I ,�,- I I � I I . : . I I I cz� IV ; � � I I - I I I I I I I - I"I i � C'� 4, 11 , - I,,,:, � l � I I�,�. I � , \ � . i I �� -I - I I I I 11 - I � I ,� i . I � � I i_�.��: ,--%�- " ,� 1. . I � 11 I . � I I I - � � $ o "I I I I . . I ! I I I I � � . � � , - - . � ...I - I I I I � r � � I i �,, � � - 11 L�_ I I I � I .. � . I 1, I I I � )Z, ? I I .. . . � I I � . I - _11__ . I I ': I ., � I I . I I I � � I . . I I I . . i � 1, .� 't_',�, �l , I I 1. 1". I I �l I — � � I I I ;� � I � I ." V_ —, I j . I I� � � I I � I I , I . I I I I � I � . I I I I I _�l I I§�. .11 I - , � �," I - � I I . i I � I � � I I , � - � , I ! I , ; � � , I � � I � I I , � I - �, I I . � I , I I I � ) I . � I ,: "1� . - � �� I 11 I I I I I � .om%_ - ! - � I I � � � � I % . 1, I I "I� 11, � ,,- :11, , �, , � I . . I i I I � ; - I I � i I - � . I : I "I, I. � I I I . I I I I e , ,,�' , - � - I - . I � . I I . I � ! I I - � � I I ,,, ,- . �, -,� -I I� I. I I I I I I I I � � . . I I I I - I I I i ;',�, , I, .1 ,��l I � I : 11AACHINe .S H OR � ! I I I I I ,- .- - I I I I � . , - , ,� "., - I - . � I � I -I' � I I I I .� I I I I . _,_ , - , , I � � � I , t I �' � , � � � � I 11 � I I . . I � !,,�- "" ��,,_��,., �,'"' xl .11 11 I '. � I I . I I I # I I I ;, I I � -1 , �-:�,--�"' -- �, �,_-, � .1, �l � I " I - , I . I I � 1 . 5 . I 10% . . � I I . I I F , I . , I I I �l I I . I � 11 I I - I - I I 11 _-I ' I' ll , - -1, � - 1. I I I i t , I I I " 11 � I I - I � , , , ,-, I 11 1- I � � - I I � � I � 1;_ ,� , ,; - - I I � , I I - � I � I : �_, � �� ,� v I - , " I � I I - I . I I I . , I . I I � I � I I . , I I ,7 Fb" . I . . I � I �'"�"� �, , 11 . , I i i I . � � f1_1 ." , �, " , "I � , , . i � I . I I I . I . � ',� ,,," -"_� :- �', �c, , � � I I I I . I I I - I I I I I I I 4;e,� "',-, ;�_�'ll , , " � ' 'I I , I 11, �� . I . I � I I I I : I 1 J� , " - �'' � I I " � I � I . � I I I ",�I , I, ,�,,�, �� I , � I � , I I I . e I - � I � � _� " , _"� - ", , I - I � I I I � I � I I , I ,-, "I I , I I ; I I . � I I I I ', ,� , - ` I I � I 1 r, I I I � I I I I I - I � � I -, , �,.,- , 11 ,,,, �l , - .1 1, I . .1 I � � - ll_� ' ' __ ' I �, - � �l ," I , I � . I "I. ,,-_ '', m.-�- . � 11 I �1111 ' 'I .I I. I I . . . I . I I � - �, -a - I I 1,� - i I - I I �l 1�11-1- �� I � .1. �- . - . I � I I I 1, I � I I � � I , . - , � - , I . I I I I � :1,` 11 . - ; - . ; I � 1�� I � : I � I -_,�,:, .; !�;�, ��_,�,�,_,,4, i i I * -1 I I i - �'l� ,- ''."'; , � "I . � -1 '', , � . � 1 4 � I - , I �,- ,:,-, I I ; I . I . ,��,,� � �:_i:, �_�,s , � ,�' ,� I ,�,-,;� _�1, 11 I I I . I __ - I I I 11 I I � I � __ I . � � 11 - -_ � � I � I � � , � I -, � I I . I - � tv . I I I I ��', " ", 2 ll�, , 1-111.4 I "I '' � -i / --- -_ I . - �:�, ��;.� * X,� :''l I '� I , : " ��, -�, .1 I I 11 I I . I � I .I I I I I I �. � . .I- I �l - - - 1 1. � -I 11 1_.l_,__7__,.______ I'll - I .-�-I 11 I I— -I _..-__--.1 11- f __l______..._- .1 I-- -11-1-�---..,.",-"---,---"-�� - I I I � . � - - I I I I I I I . :_ I I � - : I ,�,. , ,:. -- -- "'t I , I . � I I I . . I � � I I I � I i . � I , - , I I I 11 ,:", - , _"; ':, ,.�'I, 1� � � - -I I I - ; I I I I � 1, I �� I I - I - I I - � I I � I I ; - I I I I �, �', I I I .1 I I " I I . I . . t . � I . � � ��l ,� '. , - ,�,��,, , �. -�� -,,,� I . 1 I .11, I � I I � I I I � I . I I , �': ,- , '_ I � 11 � . :1 I 11 � : L , I I I I I i . � I . I � 11 - � , � I I I I �` �� - I � I I � I I I "."; , � i:,-,�,_ .11 - 1, -r �l 1 I - � I � I � I . I I � I � -r ` � I � � I � � I . I . I I - I . I I I ,- " , :�`'1� �, � I 1 - I' ll I . I I . � I I I ,�, ;� , " "- , ,� I I I 1 7 1 - . 1 . � . I I I I �� ., " '�,"�."', � ., �_,: � , - ", , - I . I I I � I I 1, I � -�6 P I I I I I - I I I , I � �-,;- �� 11 : I ,� , 11 � I I I . I . I i /V)t�cm)He S , � I � I . , I'll ,�,v�, " � , , 11: I I I ,� I I � I I I I I � � I � I I �_ " �," I I - . I I i � � I I I � , �,�, � z - ,, � - I -� � I . I I .- � I - . , - ' ' , . � - , I I � � � I � I . � I . I , - - - , . � I w I I T � I �'�l -I 1�'�, - -. r � I 1 2 1 1 1 . � I , , I� ,, I I I, � I I ""4" �I I� I � I � - I � I I I � I . I . .1 � , I � I f I - I -1 I � I I " " "I � - I , � I I ,I � I � , I I - . I I I � � I I � . � I ,� 1, I � �1 : ,:_��,,� �11 , ,�_ . � i�, ,,, . I I I I I � I . I I � I - I I I I �l ," I "I � , �, I I ''I � I I , I I I � I I . � � I I I I ,� ,�,� , - 1. - lll� I I I , I I . � I I I . - I . I 7 . - :.�,�l - � ,� I I ; 1, : 11 I I I I I I I - I � I I I . 1� "- 11 � . I I - I il 11 . I I . I I I - I ll,�" , ,,I I 11 I I i � I I I I . 1� �_ : � I I I -1 I I � I I I I 11 I . t , I I � . I I I � � I I �, --�� ,; _I- � ,f_. -1 ll.��l � I � -- � ,I I � I I I � I - � I I I .� I I � �- � I I I I � � � �, ,� � " , , : I'll - I I I I I I i I I I I � � . � , - � %,"" " � 11 I I i ,x ��� - I � - �I I� I I - I � � � I - I � I � I I . 4�I ' ' , �� I I ,� I %# �! 1 / Zia 1 '� -11 �1_1 � I I I I I I I I � I I I I I I ,� 1 . �: ,, , - . 1 I I I I I I \ I -1-1111 1.11 - . I - I - . I I I x - I 1 , , � I � I - . - I � � I I . _.__.____.__lll l__._l ---I __l_11�- -- I � I I - � I � I _�� ,� � ."", . I I I., I I - I � �. 11 - I I . . I I I . . I I I I I � � � . � - I - i," , '__ -, ,; - � I I � I I N � I I I I . �llz, . � 11 � , 1, I . , "I i I I I I I - I I I I - 1,- I ,,, 11 I I I I - I I � I I I , I I I . I I '.� "-, ���, , '�' -d 1 .1 I I , I 11 I I � I I � . . I � I . I - . , I I I I-- 1,I� 1'�,1;'ll I '. 1- I "I'' . I 1. I -- I I 11 . 1 . I I I I I , I I I - I I . I . I I - � , �� ., , � _�� I . I I I I � � � I � � _ : ,�,'�:,.�-� '4� 1 - I I �l I � I � . I . I I t 11 1. I ; � I I,� : . ., I .: - - I I ,)'I�rlcz5 I - I . . I � z: : � � - , (3 � I I � I I I I I I I - ," " � I . I - I . I I I - I ,��,-, �_ �i 11 I . .1 . I I __ I I I � I : . I I , I I -I., - I I ,. I I 11 1_� I " I I . % . I 11 � � I I . I I I I - � � � I I 11 I I I I I ! ,�, , -, I_1� I-. - . � I - , I I � I I I I � . I , 11 . I ,� . I . I � � I I I . I � I ,A , I �� I "� .1 � '' I I , � IP - � I � . I I . I I . I ' ' - , I I � . . I I I I �, " ,�.;- ; I I 11, I .,. 1, - I � z� � I � � I 1 2 . I I . � I e - , � I 1. 1, I � I � � � 1, _� '' - I 1. . . I I � I I . i ., -1 I ,� I'' 1 7 . I 1 . I I . I I . I - I - _______ - .-.--,-----. ____1__ I---.--,--------,---�.-I-�,�-----.-"------!!4 I I � — � I �- I I I I � � _ :,:,l'l �. I - 11 ,� � :".- . I - I -.4 . I I I - , I I . I I I I �I I �.��,ldl,l _��*,� ��,�" I �_, I I -111, 11 � I I 1, I I - � SCI)LE 1":: 50 1 1 1 1 1 I I � I I- I � I I I I . ,I - - I - I 1 P4,0 - I t � , 11 - 1. , I . �!_ I — � /. , I -'': . -11,1 11 I � . I , . I � . 1 . , I . 7 I I I . I I I I - I I � I ; 1�, , " I I , —_ I I I � I . 1 /2 6RID I , I I � � 'A - - I -, I �- __ '' , � . - I I � - 11 ------, I I I - __ 1� I I - I I � _____T . I �',_ ,�. � - I I � . . . I I t . - � I � I 11-:,,�� '' , � , . I I I I I I I � I I -------- . ____ 1 _4:____________! � I . I "I' ll' ', I I", 1:, I- I � I . � . I -- .--_- ----------+-- I - - , I . � I I . I . I I 1_1 I . I � :, l- , ", �.�, , -1 I I �I I .� ,,"I -I � I � I - I ._�_____________ I �l -________- --� I - � I 11 ��___-_ -_ -_-1 .; I ,4 � � I - __�),1, I i 11. I �I" I I I � I . il N I I I '� - , , - __ - --- , I - , , , , - -,--- � I _____��,__----.-=--- ---== - I � I - I :i I 11 I I I � I 1-1 F . - I � 11 - � I ,� - �. I I � I - I I 1, � I I I I I �___ � I I�_1> I ___� �� �" , p,t' * � 11-1 I� I �"- �_, , � � I � I ,I I I \ I 11 I . I --- I I _,_L�� - 2z I :�,;,�_ �, - -I � I I I I I - I I - I I . � I I I I I - I I � � 11 �l _ ., - I , ., I ,q,c,= . 5"&rf OPF . 11 , �,,�I ''_ - �` � ,� . � � -11, � I � A , , � - -1, , , - , i � -! - I I _11 � , . -1_ ,� - I - 11 I . � I I � " __ I VOW SP - 4 1 1 1 1 1 1 1 1 - I ��,,4�_,. - � � I I I I � � I I I � I I — ,,, �i 1 ,;l ". I I I I I __________, I I � . � - � i I I �I ,,�-- , , , - I � I . I � I� , I I ____Z�� - -- _. I I . . �� I 11 - I I I � I I - I I , --" , 11 I ; I I I , . I I I I 1, 1. .I 11 I I I I I � , --- __—, --- 1 � -� - , I. I I 1, I I I 11 I I I I � I ----- -, —- I - I I I � � , , I ': , ,I I� I � I ----- __. -�1( -�—, — � 1� , - ;, _'ll" , t�, -� . _1 I e 1, -,) Vj . � ��,� I - . . . , . -1,-----____._ ______ . I I - " r��l "': - I I - —___�__ I � I 1, I ,- � . I - *i - � I I I — ____7-___ , \ � ___......_., - I N I � 2 1 -_�, - I I . - - - I I I I I I I I I I t,' ,.' ,� , , "� I I- , � - � � j ---------- __ . -__-- � - - I � . . I z I ) � �o ", I I �, I '' I- t * .. 1. I I -_ 1 _______7"7__ � I � - �' , � ,, 3 . I . I I I� I I I I I I I : - I � � 1. � I 11 i I .-,J� I � � , � I -.--,--__ JAPIff . � _+ , --1 -- -____ -----,.,-. - ! I I - � I �- �_, �11 � I I, I I'll I ____ I I - � I . I I I I I . I I - " ll� 11 .11 11 1� I . f /_______��- I I I . � �l" I I I - I I � I I -,-7' ��,�_.. 1�'I, ,� I:, - -11 I . I I 1. , N" 1� I � .1 11 I I I . I I . � I . -I___;P__ * Cie P'J's . I � I I 1 75 ---------, JL .. I I I I � I . . I I .1 11 j , I �_ ,� � . - 4 1 1 1 ''- , , _S 4 �) . � F 11, I .1 '. .1 � I I v � I " I-� � "I 11 I � � - � , �,, - I I I I . I � I . I I i I ,4, I I 'i�:% :, I . � �l � I I I . . . � I I I . . � . . 1, � � I I . I , .� --l", _'ll I I. � I ,. :1, � I I � I 11 + . I I I i . I I , . . I i c I I ll I I� I ! i I i I "r. I - I . � � - I I ! . eoH a" - ,I I I � I.. I 11. � I I � I , . . � . . I - " -."", , 1 ,� t .,� ,. :,�; I I I I �� I � ,� I I I - I I 1: I � I I I I I I I I I I I . I I I !i: , , , - , I � I . - I I � � I I I . - i , 6?AP joisr I I , , 11 i I I .i I . - I " � , I � � .1 i � I I - I � 11 I I �_, I of I ' 'I I I - � L_ --_;;_-,__- ___4_=_ _______�____-_ -I,,,----1-11-- -1 1-1-1-------,----,-.---,-.-,----- - - - - - _ _ - - - -_ - - - - - I , ,f � � I I 1 - 1 I I z - -- -- - I I � I f . I . . - . � - - - - - -_ _ - .- - - - -_ --- , - ,- - __ ____ __ - -- - - --_ - _ - , - _ - , ---- -- - I - � I I I - - - - ___ -- - -- - -�W_ ____ -, -, ,:--- _�,__�-, - ,, _ , - - _11 I I I. I � . I I r I I I I I k i , , --- -t_ --- -_ I -- -- - I I �� � I I - � I I . , . ---- --- EZ --- - - -, // x /,7.6 � - -___ - - I * - __�f - ,� ��' I �11 . A�l i 2 � A - z - I N . J- - — - --- - - - - _�!, - — --- - — --- - — I - ,_ � : I '� ., ,,�I ,fr I - - \, I I 7- I . I , f- CF74/'��7 , � . .- I � f, I - I I I . , I k ,I I . - � I � I I . � : ��� I s. ----? I I � I I 11 i I I I. I � - I . - �- , - - I I � I , " �,: - � I il I I � 1-0 F- le-b /Vep �jb �-(. I I I I . � , � I ')I . I t-1 �� . . � � I ! I I i I . - I � i I I � 1* 11 . , I I I 1, I � � I - I . � � � � 1 � ! � i I I "� - I I I I I � I I I � , , I I I . . I. I lq-v "I , � i i I I � I � f, i 1, , I I I ,I , ., � . <Q I 1� i , I . � I I I � '. I � � %_': � ,,�"� , - , I � . � � � ,,ll� I - I . � I I . . I � I �.. I I � . I .. I � . I- I s I I ,� I I �l " - , .I � , , I - t i I , ! � I I I : 1. " I I . �,i-, - I % I I I � . . I I I I i � . � I I � i . � I I f . �I I,�", �- I � T I . ; -� ; ,� � I, , I � I I I . "t I � I I - ! I I / . I e_ I I I I - I 11 � I "t I L . I � I � I I -0 " � I I I I I � � . , I � I , I � I I ! - ,. . , I - I� I � : ::, ,1, I ,, I� , I ,I * I . I % . I I � . I - ; I - . - I I . ll� � -,I I 1. I � . I � I - � I I - N - � ) I . � i i 11 . - I I . � " I �' '. I ;- L I I . : I I . I � <4 . � I I - . ! 1 11 I I I 1 1575 � 1. , - � I . _�, � - ,I 11 I . I I I � - , I I I I ; � � i I � , -_ � " ! - ,i` I ,� I I I � � - I 11 , I . , I I I I � � I � � � . . � I - � I I I . I � 1� � I . . : I I � I � i - - � I " . � - I i . , i� � I", I � , I -1 I 11�-�' 5 . I I I a , I : I � ,�, : I �l :_ 1, � '�� I I " _. - I I � I I � 'l- - . � I � I I J - ,� I . I �. � I . I I I I I . I - I � I I � I � , I <�< , . -; I � I - , I I - -6- . 0 , , �Pl I I � ", , � ,, I � I I I I - "s,S)rl,v,c ove, I � It I I 1 15 - �� . . � , � , - I- �l � - . I . 1. � I � - i < . S: L . , /9,?,g 'Opp. � . � , �., I,, ,� 't , I , � I I I : � I -1 . - - - - 11 � I � � . - � I � - � I # I I I ��: , I'll I I I I I � I I I � I I I I I � . I � I 11 I I � . � I � I I .�� I A I I -, � - '' I I I I I I - I I . I I , 11 - 7- z . ; I' � _:i , - .. I I I I I I " t I __ . . 1 -8', . � - I , - I . � ., q ". 2 6 1 f� " I , 1� ,,�,,' ,,��, 1, I I � . � I � ; I I 1 30, -rf-f - . . I - , �; I " I - I - . I I I I . . -, .161,0 OCA-) C�5 P,_'*;-_ F I-,_�1 IL"i V/-)t !/L-- I . � . I I . p ,'Ili � ,.4 1, , I - I I I I . IvEvq�(17701) 6, /9 6�4:5 L'!� 1 �4! 5" 1 1 ELEV ,50c) S/DE � I � I I I I ,_ �� I I",�5 1 � �l " I I .1 I . I I . I I I I . I I I � � I � I I . . I � I � . � � .1.1 �: I I 1, I'll I- I , . � - ,� � I : � I _/Z V - 11 I .1 -11, I - I I I P6 19/Y ,/ I . I I � i I �I I I ��,l .� I. � - . � I I � _4' CE"l �L MOD G ,Pt-FNR,N\ IV^'-\JS SHOP I I I I � I I I I � I "I �l : �_�: i I �1, ,� I � � I I .1 . � I - I I � I I . � . I I I I � , - I �� I I I � 1 � j. I . � I � I I I - , , � I - 11 . I . I � - cc-fr,i�r�TF � -6,'O I I I I I I I , , . -)L R R m s I 0 i��E: V& -9 � P;f;�" I I I - � 1, � , I - 11 � . I , .F &Y'SrJ/ / ,_ ,5 V,5 T 1, I �: ; -�� - I I I , � I 1. I � I � I � I ��__.. -_ — I _f -) TO . I " . � I I I I I _� I - �z , �; __ - __' I 1� I I = ---'L ' I -, I I , I I I I - I I � , - I ...-,",�,". � I� 1� I I I ;I I I� � I - � : ")S ,O ily rl-fi� zOt_f)l_ Fll?"f OEP7 , � � I I � � � � I I . I -_ , -1 I I 1, - I -V� : 11 . � I I .. I � I A 0 q D 0)7 , /�?ol,F - I o . I I . : - . . � I ,, , 11. ; I ': i �, -, - . ; . I I . I I . � I . . I I 1� :, ,:":, %1", - �i , � I :.� � - : , I � I I I . � I I I I, � - �_, ,4� - I � � � I . � I I I I . - . 1, - I . iI � I I . I I I , " I I I � I I I I I I , 11 I j ,f I , I � I - � 11 ,,,, 1, I - , , I I I I � � I I . - I ,,� -�l I 1, ;,, I 11 - I I ���, I :, -1 — - 1. 1 (3 � I I � - I I � I I � �, ' ' I I � - . � I I � . �;l I � -, I . I I - � I � I Q_- - I � I � I I I I I I I � - . I I I - - 11;, I " I . I I I . � I - .11 � I I I - I I I � I I I , I , I � 11 I I � - I I I I 11 I , I . I I , , ", , . 11 I . - I , I � I I I 11 I I . I , I - I I � - , I ,, I , � i I I I I . I � I - I : , �111 � "� � I , 11 I I I - . � �. I I � I . . � � I I I I I � I I I . I � ,. I - �, ,� , ,, ��-1, 11 11, I . I I 11 , I � I I 11 4 � I � 11 I I . I I � . I 11 I ,� . I 1� - . le I � I I i . I - . I I I . I . . I I I . I � I � - I I I I .� �. , - t . I . � t I I : I � . I I I I . . I am& . I � I . � � I I I - I I " 4 . i, , `� I � I � I . �l I � � � I I . . I I I I I I ,,, 1 , � I - � ''I ,g "I I � _1 I I I � I 1� � " I I � I -� " I I I I I - � I t, j -I"- I I . I I � 'i , � . I . I Ic � I . I - I . I . I . I 11 �ll�_:,l 11 - " I I . � I % - � ......�___ . I - - - __ I I - i- — , , I —I I I I 1� I I I I ; I -- I I - � - .� ".1 I v. - I I I �: � 11 I __......_� - I I I ------"Tl Ir I I I , I � : % * I . I I I � I z , " 7, ,,, I .1 I I I q � \ � . I i . I . I . - I � ) - ��ll - I I I I �l 11 I I I � I I . - I I I � � I � I I - I - i"i I I ,� � I -1 " I � � I � � I I - I . I � � I - I � I � ,� �. I � - � I I I I � i I I I; I I I I , I I I I I i I I . � I - - * , I ,� v I I : - " !I 1. I �� I "- I N I 11 I I I I � � I I -1 I 1� � . I I I I � - I � I . I .VRMF-1 __ 1-1 1�I I I I " I I 1; I I I � !, �, I 11 I I I I 1. I I . I I . � � I ;, I I - � I � I I . I I � -1 � I � I � I . . I I I I � ;_ I I I .� I � I -, . ! I , 1� , � I I � - I �l i" : . � .I . I - � ; I I I ii � 11, - I I I I .. . I I : I - � I I f �,_r I I I 1� � I I I I I . , , I �I ;'': , - I I I I I " , I I , � I I - I I I I �. - � I I , I . 1 11 I I 1� I � � / � . � � - I.." � � - � � I ; I � I I 1 . � '' I � I - . � F2T71 I llt I I � , I I � . � . I I I I I . I I I I � '. - . I - � �, I / ,� I I I I I . � ' ' ___� I 11 - - I I 1 /1 I . I . - I I I i " `-` I I I : , w w I � N 1?� I � � _ . - , � I I . 4 oft n %11 N_1.111�1 I : - I � I - 11 � I I i I I 11 � I - .1 . i- I � v t , ,e 1 :I- , I _�111- I- I 1. I I I i I I" , � u� - . � I . I, - � I I I � � I I I I . I . - ____ 1. t __ , , ___�1- � -_ , - 1. 11 in' ....._ t .. I - 11 I -1 � I -1 1, I : I � ,, � � i 11 i . � .5r,4/k - I lla�s I I I ; 1 � . I - I L� Mr it - E) I 8 , 8 - - [!� I I I I I - � b ! ., ._... — - I I :1 1-1 � I I - I I I 11 ()_ I , ,'Ib 1 /2-0 1 12- 0 � . 8-16 I E?-6 ' \"F 7-;6--U 1 I 11 ____-_-__ _ ____l ____ in I . �� I - :1 I I , '. I 1 . I I I i 0 i I . �_�, I I ' ' I ; �. I I I , ,�, I I . I � I I ----.o - . - I ll�_ . . , i I: , I I . I I , � 11 I - � I I -0— _V1 /4-0 I . I I - A 2-4 1 � :� -- � -1 � 4 I I � I I -- — I I I I I 11 , - I � I� I � �L���,- =! � -V ?, - IV I - � I - � � � � . I � I I I I . I I I I 1��l , I I I I 11 11 I I I � I I � 7 � I I I - A - , 't, I � I . .,� -I I I � I I � . � I I � I . I 11 I � I I �. . - --*-- I , I f I I'' . I . I ; i � � , I 0� I � .A . A ' 11 I I 11 , - 1 11 I I �I "I (b . I ; il, , I . 2Z�6 - I � h1b, I � I A A . I : �._, ,"I �� - I !, -1 . sro9lz-s, I A � I 1. 1 I . 1 � I � � I � I .i,� � . 11, I . I , - I r 11 - � I I � I I � (V �7 1 1 1 1 . I — � � I � � . - I I I. , I I I - � I __� 0 1 1 1 �' I " I I . � , I I � I � " I �� � I I . � I - I � � - I I � 1 -4 �;.,. � I- �,-, : 7 1 � I I � . .1 � 1 116 () il 1 . I I I I I I I I . .� . I . - � I I I . � � � - I I � I , .."z I 11 - I I I . I I I � I I " . � " I - I I � ..— � - I I I I � � .1 � - . — I . . — , . . I . � I � . . I . 1� 1,�l, 11 I I I I I I I . � I lll' - .. � � I I . � 11 I I . I I - I � I � � 11 � I , I 11 � I � . - I I I I I . . I I , � I 11 I I - , " �l ,,� ., 1 . 11 I �l - z��! I � - , . I � /if I . N i. � I I I I I I I I I I I . . I ,I � I I I � I � � _ , I � . 1. ) I I - � 0 F r-1 C-F. I I I I I I . � 11 I I ; I I - _ � t I I I I - ,Whyo� � �'. XWOG� - I 1, � % .I - �� . � � . . I � IF./W4- T�F__' + , - I � I �. 1, , I . I I I I I � I I i . 14, V4 �, , � , , - I , - , I - I I . i I . It � I I - � - " ", , � � I I I I �, I I 1: I 11 � ,_ I � I ,I �. � I I I - 11 � i F . I � . I 11, �_ � - � . � ll� I I 11 I 11 I I I I I U-0� � I L "', � . I I - I 11 - . I . I � I ,! . I �� I I I I - ; I - � I 11 , . I -�1' I - � " � I ': I - I �;�l , � - - _� . 210 � , " I . � . I I I I � .,� , � � I I I I - I � I � � , I 1 I , ! I I I I I � I . 11 I - I I �I � � I I � I � I I I . I I- - � I 11 I - , , 1. � I � I I � 1 14, 1 1 10% � ___^ I .1 I— _ -_ .1 I I I I "I I I I I � I , � %Is I - ,I- 1, 11 �I I � I - ,:'� , I I I I - - I - I I - � I I I - I t I � I � I I � I � . I I I I I . I , , � I - I I L , % � � I� I I . I I �� 11 � � I� � I � I 11 I - I I-1* 0____o %a , I - t 1, I � �- I - i 11 I z I lj� �,��, , I I � . I � \ . I I - w -. � �� , I I I I � I I I I . ;, ,;- . --� � � , ,,, I , � 1, �> I I le)-0 &-o I . t, 'lc� , 11 I I I .j I ' 'I , 1 .1� I I % -0 -1 11 - 7-6 - 4 I I � 1� 1 ,,, - 1 , � - j ,4 I ,. - I 1 8 - � - I I . � A I .� , "A, im N . � " . . I , I I I I I \ . I I I 11 I , , I . , � : I I � I -, .") � . I I I %� I , ; �',� �,, , I I � - N , - I 11, 1 .,:, _- I � I I � -: � � , , , , , I I I � - I I I , I I , " I . I I I I _ . I � � - I � k L - I � I � II - � 1��__� I I �I I I I %I � �� I I I I ; I I I I � I I , - , I . I I I �I �� I - t,I'-, "'I,ll�,�,w.,_ " ',� I. I I , .4 1 1 1 � , I . � I I - : I I I la,LAo V, � . � I I I I I � I I . I I . I I I I , I � , f - I - I I 1.:l . 0-11 '' I il� , � 11 . I �l- - - L� I / � � , . I . I . � I I I I -A 11 . I .I - 2 I I .1� : , .I .I � I r i -I-A- --- I �, �I� �� I'� ,� .I, , , - I I I I;T - I I - . . I I I - 1, I -k - I - 4 _ . I � . I *�...', '' I I -�� -- , 11 I - I , I 11 I - 11#1 � I I L ;-;_,�,= :�:= � " I I , I , � . I /44 746 , 9,-�t. - - I . , �� , � I ", � � - 1. . I 11 , , ,:1"*, , i I I 1, L I, -o - : ?-0 "I : - , � I � �� �l : 1, I I . � .11. I � 11 ''I � I -0 ----o I I , , � � I I I- - 0 V I -%Jol %W k.l� I - , 11 � � 1� � , � 11. 4 � � I � , � � �, , � - I � :�� �. I � I I 1 7 1 2-0 11 I � I , I - . � � I � :_',� 1, � "I 1. I.. 11 11, . I 11 I 1! I-- -- I -_ s I � I I A !_ - ,_ . I I I I I I 1 ____-------- I I . I I � — � ,, I I I� � ,� 1� I - O'cWN 7,0 �qg Nk 'If I I -101, '41 �I I - /k k, I A A A I \6 I I . 1: I -.1 � , (a 9 � 9 I t , F � 4' _.,�� ,,= I .4 . � � I - � . I I I 11, , 4', � ':��2� - 1, ,� - . I . I I 1� - 4. Is I � I I I I - � . I I I I m " - � - I _"N I L " I I I -we.--- I - , I , 1 �,: , � 11 �l I I Ln I I - I - I A I I �1_ ., 1 , � I 11111 " � I I I I I � I � ... _ �, I 1, � I � - � __ ,�- - � . 11 I � . - . I � - � - I I i �� � I . I I I , � I I I I I . . I � I I I 11 , _ _ � I - I I I . , � I . . - 1 : , "_ ; �l 11 I ,- I ,,, .1 I 11. 1 411 � I � -1 - I I � I I I I � I _; � I J � , , � I 1 - 1 I I I \9 . I . � - , " 1 ,� : I I . . � � :, � I �l I I- � . I q ", '_1 , I k � 11 I/ I I � i '" , 1 _ - 1'' . . I I � I I I I 4rt" -, . I I � � 13- o 1 1 1 1 , : I - I I I � I . / 4 - , I I . 11 � . I I I I I 1 I I � I , I I , : I I I - I � � , I I I ! '_ ,_ �,_:� , , 1 - - 1 . . . � 7 � I � . � � I -0 1� �: � � � I I I I I � ,� . . I I . - 0- 'I', .. - , 1. I . - � I I -� , d I � I I - � I-, �,�, -� I � I I i. � I I I - � L�_ C) � t � I I 1 6 : � I I I*A I I I I .1 I I. - I 1, , i __vj � I - � I I � I I � It-lb a v , I , I- - I " - I - I � I %&I , N.f - � I I . �� I I i ,�I�, ,����,,� I I I -_.I . I I . � I , " , I -6 I I I I I I I I . - I I I .� I � I I I . - � , , ,� - . , � I I I L . I k �, .� I f,�_,)� 3 1. : , - I I �l � . I ," �; I, I ' I I :,��1, I "I I . . . 1 7�j ' , ,� 8-C. I I I I��,S,:�, , 1. � I � I I - I I � I I ", "I ',-,- . -, � I I . I I . I I I - , � I I 1 7 1 - - 11 .---I I I � � � � �, , ; I I � I I I I - 1��%,,, � �� I r , �, 1 - 11 I , � ,, I, 11 � I I I I I \ I . A , I I I � il , , I � I � ; ,�.,.`_11�1'__�, ,� � " , I I 1 I I I I I � 11 � . I �, - � __ -". � 1� . � I I -_ -_ I � , I . I I � I . I 1, I I � "',--l- � - � I., I I I I I I I-- _, I I I _., __ . I .. - I � - 11 I I I I . . , � I - I I I I i I � I I 11 I I I I I �� I . � I I � , I � I . . I I I I f " , .- .,� I I — : I - �__ 'r I I J, � I I ? � � -, , , , � 1, L �. % �, I 11 I I I -, ,�_ , , I I . � , . , i�l 1. - I I�,��� 11" - I I I _i - -.4 %� I I . 1, - � - I .1 I � � I �11 - . I I" I � I � I � I I I 11, . . I , I . I N, - I �, , 6 ,-It" � "' � , I . I I . 24 ,� , - � I I I 11 I - I I . I I ,_1 ": , � � , � 11, � . � I I .1 I I I I I - , � � \ '. � . � � �:i, , I - 1. I I I I I I ". I . I I � 20 ) I � _, Is , I - . I � I . � �11- I, I � -11 ; ,� --1 � I � I I N'% ",- � � I I � � I I - - I , I ) I I i �", . I 11 I S,. , 03� -. . I - I- . I I ,,, — ___ . - . I , "� t � I I I I - 1 ':,�, 1. , I - .i�l_ � - N ,,,. � I I - I � . I �,)c - .? - . 7 1 j I , f- �, �, I ; _, , I i I I I I I I I u(o . --I----___�� , (3 I I ! . I 'I 11 I �l ,I , , ,-,,,, � . .1 - -, I � - . I . I � I - __ __ , I I - I I _lc_ lic I 1. � , z ull I I i ' 'I I I . .", -1. � I 1, -L I I I I -f j ,, � , � I I . (a I (�) a I I / I - ��l � �� �, I �'l I I .1 � I I ; I I . . - I , 1 /_7 1 - , I I � I - - --- =_�: I 1 60- ____. - I I - - , 11 1 3-10 ,:�) - I I I I --- I C)L-- -_ _1_____ - -- I - - � " - � I'll, . k � J� - f [� - --- 11 I -0 - 0 1 1 , ., - . � Al. , I I I - I-� � _ __6 � i " �, ,1 ; . I , , ,: - , A --- _.i(i - ,- I I /Y - -----4,D , � 1. . a - i //-,6 Vbb�� /4� 0 1 1 14.j V � 76 6(nov � 17--co .- � . � ; .1 I I . I I "I I' ll . . ,;I - I - I � D__ 0"— !I I 43-d- , - � I - I I - f t I , , I ,- , , I � � . I _,� -, I I I - 0— %W w ' 12-0 //-o . -0 0 . /46- 1 ,�� -�, 11 I 1, . I I I � I I � 1 //_�$ -�-o 12,d I , 12-0 -0 12-0 . 12-0 .9 � � I - I ,,, .,�'-� ,I,I , , 1, I � 1 12jo 1 I:z � I / I . � I A . . . I , I I I I . I � I I � I � I � � � I � ; _� � I . I 1 4 1 � - .� I � , � to I � I � I : I I 7 14� 1 � I � � � I 11 � 10 . I I 4 I , 4, . I I I I I I I I t I I lll �_ , I I , I � I . 11 I I ; I I I - � ,Z��t.I ; , A , , . . . , I . ; I I � I - , I i I I � I " " `� I � -, I I I � I �,�l - - �l I . � . I I i- I I I I I 1, � I I .1 I 11 I � - . P � v I I 11 � I �11 - I . L - � . � I I � I - I I � � � 1. 1- ;, I ,; I � . - I . � . 11 , ) I � � � , - �I � I I I - � l 11 � - 1, I I I I I I I - � �. I I 1, � I � I � I I I I I � I � ��:� '' I I 1. I I I I I -1 I I 11 . I - I I I I . I I I � I I I ,q v*/�F,gR,g IN , I , x . I I . I . � I I I � � I . 1. I I I . I I 1. � . I - I I I I I I .- � I . i I � - � lll�ft��_ll.1 �� I V P, z,!* , , � , I I I ,I .1 � I I I I I I i , � I � I � , . I . I I � , - 1, - I I - 11 I - , , I � ., '' , , , I �. � I , 'I , -I I . � i - . I I - 1 . I I I�,,I I , � � � I - I . -I - 11 I _--�t -- I i 11 I . - � - "I i I-- I . -"', -1 I , I I /(;-o I - _T . � I - " ` � - I I I \I 1-il I I ..A.,I A , � � , I , , I , I I , I I - - I , , I , . 4 . I I � -- - --�,,.-,�,.��-��-..--.�.---,----Q-�-�,-�-.,---.---- . __ : __ -I A . I I I - __- �� � I I� ; -,- � �,'� �l , 1_,��,�� �,i , 1___4________jj___ _1 - - . I I I . � , � . I � I -- _______.,______.____---.--- ------- '-- - - - I I I _ I I I --I--- I I -_--- I �'i� �_- I 1 . 1. '..�-I....17- - -1 I � - � I'li-: 1,� I I� I I . I � - - - _. I ; I � 11 . I I . . I - . I � , � � i I ��l I - , � I I � � . I I , . ..,,� I . . � I - . I I ,"! 11 .. I - I I � I I � //-o 4 � - I I I I . I - . � 11 I I . "I I I I I I I ,1 :', � I I I . I I I . I . I I . I ; � I ,-I� � . I I . . . , I I I I I I I 11 � , I . � I . I I I . : . - I I� . I � . I I I �l I � I - � I � , I I I � I 1- 1 � , � I I I I I � I I I I , A . � ��, , � I", 1.� I , . 11,11.11 - ; . I I I " . 1� I I I . . - � I - I.L r� � � ,� - - I I - 11 I I I 1, I I 4 . I � I I 11 � � I " � - '' I I 11 11 I I - I I � I I I I � � I I - 1 4 . , �1. � I �.� I I I I I � I I � I . I I I I I I ., � I I I I I 1; : � 1, ,-. -, I � I . I I I _. .1 I . -,4_rll�s r_..-"Z,:4 cfaA_� I I .I I I I I � � I. I 1. I I -_ mmonommm""MMO l"mmm"mmmm-mmml"_lv*w~"fwwwm4 18- . 11 I -0 DF - � . . I ; - I ,� I I D_cwl'AMC� ,� 0 F F I C e 5 - Ll a o4-r � MAZ Af�ID '. Sy Sr&M p r=Si G-M At-LD I Ks"L P,TIOM :tO Cc m r-O IzM w17'4 - M.F--P-0) -i3 ar4l) MA-ST5TF- C - I - . . I I ,� I , I I I � - � � 11 I . - I . . � . - . . I I I . I� I I I I I � I . I �, I I 1, � I I I I � VA '' � + I I I . I I � - . Co.- ' __N I * OZ60-1 _ I � I I - -1 I I I I � I 1 . I I 11 I �11 I :, - - I I � �_ I I I � � 1��.,_''-" � 11 I . I . � "I _-------s EN C 0 R P I-1 1 N' 'Ir _N_'N�5"_MA I � ' 'I 11 I � 1.111, I I I �, I I - ,� � , " I 'ENDIED C6Vr7qR6-rZ L��lff RA-ZAvm 11 . I I I, � ,1, - � , I I -&f q_t N tc Lp_v-S,,, -�CE tiliX A L -r,L 0 L H ia 0 1 C4<- lZESPOMSF5 F-VT . , � . � I I I I . . I � H I � �_ - - - I � I 1 � � I � I , I I 11 � I - taq It K- F ow-To tt,k I 1, I rtmv. ,6 s7 0 r-. pis ri V e mr. i o I T 0 T4 L v4l 5 PLAN - � I I . I I I � I . I I I I -1 ��I '. I I I � olloFic-e _�. I , I � I I - 1, . .� ,,,, 11 -1 I,11.I-� ��l A : . I � � " I I - I I I I - I 11 � I I I I 1� . - . - I - - . . 11 - I . , , . I I -- I - - - ,, I— 11 I 11 - 11 I I I - - I I I . � . � I I - , . I -11 I I r I I I I . I I � ., 9lPrMVlrf2e-l ,�., 1 -9-9� - D - 11, I 'll 1. - - 1 _. I I - 1 11 I I I 11 I I . . 1 I ___ __I ' --- A - -D -OFFICE ,4\(k - , 11 � L I I I �.I,�,�'_ -I 11, �� I � I I I I I I I I I _s , - " "' - , I � :� I-' . , I - P E G I c,rj . , I 6 ,4 I& Fr, 5 pp��Jm& mjrAjrAvt4 r-L.&W rr-sa. !;FP,Jt4j'cLaP, .Z4.4fm , MM_ PlZE5lvv-e S,2- P.s-l- 6 A.S. CALCULATED I I . I - I I � � 1 � - I lr_ � I ,_'�,"I '' I � . . -1 t I I I z _2 S � y . HOP I I I , _ 1, , I DErJSIT�f .1 &PM NF?A 13 x I - jolpo , __. � I I - I I � � I . - . .,-"-',-.1 . I I I ,I, I �, - i I I- I., I I I � � I - I j � I Plffl.`�.. � I I I � I * I . . , /sr. rO7AL FKV3 Jf*rPL. &FFjr-e 20, 660 Z "* FzL. oFF-(C,E __e.o,000 _MFC., 1,r , I I �� r I � j f .1. I I I I I I I � r I I I �� I ' 5- -Prv% I . . � � I I � I �. I I + I I I I W."*., 11"MAV, - I - L_--��_ '', I'll 11111111111- � Pm � I it I ,,�. li� I :0 0-1 a �j I I . I ._ 1. � I WYARE-roft-777 - � I I I I � , ": I'll-`y I " I I i I I � - I I 11 - � I I I . I I � W. V'r � I I �_l - I I ,� I I I I I I I I'v �,f. � _kmc. MA, , "I I � � , . I I I I - ,JAM I -VUSTtkI-E.� � --' . � I � , I I OF Ar - , I � I I �� I- I 11 I 1, I I � I - I I I 1 W e, T\ i I I I I I � , ��'�L''"i i i i 11 I . - I 11 .,.y,.r7 Q (A v I-c c -�0 F_S I G H �_12 RTA- � A�2 ,66 C,Pm ./I r �_/-�_P it&5 5'. �OA 4,�% 75'Ps;l, /q,r _,R,ffR-,-)Or, - ror,9L 5ysrom .j=L-ow 467.306 . � �'� i, , 11 I., " I i "I 1�1, _/_/ . I I f "", - I i . � , I �,�, , I I I I I I Iq I-L- /e CtLj/r,m C-tvr_ .ro 5 i� ,-UL_ I-I 5 fe-p- A 14 D ,F f,�% F�A P V-o V a 0 1 P F-F-a OR f-0,-� H A M(rSlZ_S tO �3 t- /MSTIALLfat) :..PF-k+M-f-,.F-_J�, V3, I � � I I . � I I 1, I I I e. I --A Al E-,L,D- -A N_ I� e4 �6 $ i � 1� . " _� I I I I . . I . . I I � I . - �� ,L I I � I ill ,I 11,;ll I � , . � . � - I - I r 11 l__11______l___l..l lll _. I'll- .- I - 1-1+-.-, 11 I .." � � - � - � 1 111 . I ., - I I I I I I I � - . . I . . � - ! _ � � I I I I I � I ., I � I I I I vl -, . . � � I . I � i/l I I I I " � . - I � I I I I I I I � _V f-I I I � � � , , _ � I _1 I I I I I � r - I , , � ___.______,____ � - �:- ��_ � 11 � I I � � I 11 _Oc"4 1 i I __ , � 7 , ; � �_� 1 1 1 . I I I r - I I I ZE 1, � . — -___-7,__,,_ 11-1 - 11, lil- .11- I I I . , . e � - - � I - I � I I . I I I I I I .. � " 1, d, � '_,�zn , , � I I � - I � I . . - 11 I � I I 11 � I � W. I ,--k . I � � � I . I I I I I - , I I f-) 56� (�_ ' - - 151yos,_,16 _49149 ___1 711 11- " '' I 'll. I I I . . I � I I I I - I I . � � I I � I . . . ,P No._375 , i_D_rZAw,Pjj'yr_pf---f 'D'-V Lo+i Cr _.- � ,-I � _L � I I ,�: - r' ; "I - I . � . � _� I � . I � � � � I I I .1 I I I I . .,.a I - I � � � ,li:� � - 1 , 11 1. . . I I I - - - I I . I I I 1�1 I T I I I � I I 1� � � I I I I I � . I I J^. - 1, � . I I I I - I , 11 � I I - I I . I I I - I - ... - i I �, - 1, :- ,- -+- , I : - I I I I . i � � - � � I I I I � . 11 I I I - I - �,_ 11111 . � 1- 1 , I I , ,, , � , I 1 I I I I I I I , I 'r, , _______l___l__1___l.__llll 11 I - � I I I I I �l �� � , I , � . I - ,1�1',� , , I I . I I I I , �V - - , i ","'", I - .1 I I I . I I I � 1, I - "�1:i.A�� -1 1, � I ,�� I I I I - I I � . L "' I ". - I I .J� P�*_%_gow - � I - . I . z � - I - I I � I I � I � I I I � I I - I I r I � I I I I I � � � I - � I � . I I � I � I I I I � . I � . I . . I - -��719- QC'T(';SEP"rZZ"/'7'78'-"'I I ' �' '5 C.11 40�-* 'I�K/ � "', , "- , , � 11 11� I I I I � I I I I I I. ,� - � � I � I I I I- � 'T I I I - -_ I 11 - I I I � I I : �, � �� , , - 1, I � I I I � I I . � I . I : �, �. ,r: , 1, I . I � I � - . � I � I � I I I I I � I . I I " 11 � - � " I �'ll . . � - . � I . I I - - � �,� .* I ---,---,-�--,---,-----,---�-r"-'I_ - --- ._______�� I I �1` �� - I I r I � I I I I I I I . I , - I - I - �!�_ , . - � , ,,-�� �%." I .: ''I . I 1, I - I � I I 1 I I _. I I- . I - I - I . � i I I I � I I I I I I I ' � "I ; 11 � � I - I I I I I I I I - I I I I � ---.-_-_ I I -- ___ -, i , - r I I I I . . - , I _ y I I �,_ % . I I . I I I . -P___T9,N__Z_-OF,2 I -, , -, " " � I I I - 1, I � I � I . I . . I I I I 11 I I � . I � I . . I I 11 I - - 'I � q� _ _ : 11 I ,, - I I I 11 I :1 , , , I _; � I I � i , � r I I I I I i��'�m .; // f F� �l I 1 1 7 I I I I t I i �' - r`::�__ t I , I - ,A� , ��������� __ , I I , ,___� I ,-,�N�!� 11 - , !! I 11 i - - s � i'l I I I I 1�11 ,I �__-11 I I � � I I , - I I- _�-_ � 0 7-11 I I 11 I 1 6 1 I. t, j - I I C% N��i I i '11 -4 T , � f ll� li T li r 11 � , , �1�71.`�"�"`i I '-- 0-�8 �:,� ���� "W�� 11 I ,t2-,o ---O----,. - - , 'i , 4 ` ,_ I TV* I I �__� I .1!�1. 1 4140 , I __�l V$::�ll 1 , .1, _ 1, ,I I_4� - I I - I- . j I � - I I I � . - I I I I I � I I . . I I . __. I I I 11 � I I I . I I i i � , -: ,: I � 11 I � I I I I I I I I - I . II . 171,11 , 1, I I I I - . I I I . I "I I I I I I I � ,� -, I . I I � � I I 'I, I I I I I I Il- I . � . � . � � - . . � .1 I I . . . I I I I I i11 �, ,11,�,+ 1 ''I" , � � . 1L. I . I I I I � I I I I I I I I I I I I I I �, I I - - I � I � I � - - - . I - : I � � � I � � 11 I 1. -1 I _ . � - I I I � I . I � � . � I � - - -_. � -, I � � - . I I I I � - I . � � "'ll �� I I I . I . I � - I -1 - -1 . � � I � I I I I � � . I, ",- % I � , 'T I I I �I I I � I ( I I. . � - I I I I r I . � � I I I 1, I - I I � " -1 _: _ I I � I � L � 1 - I � . I I � -, I��, . � . � . I � I - � � I . � I � � I I . I r I � - � I - ,. � � I . . I I I I � I I I . . I I I I I --- . 13" . I I . __ " , I - -, I - ________ q - � , - .11-1 .1 . __ I I I � W",MMW -- ,rm� I - -I � n_Pl"v__Vm_l ll��MAlgl__�`,W_7�`_1 �___W"M.Wx"ll=ll__ I I l___._____l__ I I - 11 � L , _""?WTmw ,� , 7_717_7�='F_.==,� 1-11____-11.- 1 " -L I � - � I - , I ,, - . . vwtzw�-! N owlift-_-",- . - - "- ,7-, 1 � � , , � I � � ----�,, �!--- I 11 -, . I � 11 I � � I- , , - I I I I__ . - I l__l___ _______l------ , - � - � , � I I �1 I I 11 I -1 I � I . - I . I- - I I��I _ ---�l I I 1� I j�........ l-,- - - - 11 � - 11 "�I I " -1 _ - - - 11 I I/ - - I I 1��l 1� , I 11 '., - - " .. . . I I - N - � I I 1� I I - I . � I __________ - - - � 1-1----- -- -1 __ - . I . I I- 1. I I � . I I I I I ___________ /' I I I . I I . I I I I 11 � -------T- ------- ___ - I I I I I ; I I I � I I I I --- I I I I � . I " I � I � I � � . __' ; I �l I � 1. � 11 1- z I _�-_�' . . ____I I . _=�, - _..,�____���'_-�___.__"__'�--w--w '"WWIF " - � " � � ...... d -- I �I - I--, z- 11 � I �-I lm:� . . I � . , � WIRRM! - - 11� I I . � . I - -- - - �,w�� _*��_4�� - , w �� - . I-... I 1 I- I--r-ef. � _ - � , . - � "�' . I �_�X.��L�.�-.=_�__��- �rt-_.";.'��;!_;'. " '���� - '�_-- � ,e � I� I I I I �� - .m "I - W."lln"I..'' � . I 1 11%� -1- - MMmM"v"QwMl".WA"r"�w _ V;=*=Vl=�_�'_ - � =_ __4� - :"' , I ' - - � - I 1 6 1 - I -_ ,- -_ - I - - I - I �' 6 11 I-r . 6 .- - � I � I ------,, � I '' - ._ _W_mfv"I� -.0.7", "!'R., .1. 1� --, _- ,, � � - 1 - - , - � ��.� 1. � - 1. . I / I I" , I � I I------' 11 6 I i . . - . 6 11 11 " 1" 11 I I I � . I I i - I I - - . I '� . I . ' - �I I 1 6 - 16 - 2- ", I . 1 6 1 1 '�'� - . . I I I - I I . I- .. �. , I I � I - I I . r "I . I 1 -6 1 1 6 1 I..L" . 1 6 I I . I . I I � - . I 1 6 / - 6 . .. I 1. ZI I.,,�. . I I p, 4 1 � 11 ,. I � 6 6 1 1 . . I I � 6 1 I . ! . . . I I I ' 6 1 1 1 1 . ." . I '_ I . I I ,. . 11 I I I I� I I,- 1 1 1 1 . I I \1 I I I i I I I . I I I I . . . "�� , I d I I r I I . - I � .' ' 6 , ; I 11 � I .I . I I I I ..,-- '� . 1 6� . . I I . I I I .�I � . � - � I I � .�I.." i6 6 . �I . I . . - I . I . " I - 6 1 1 1 .__ 6 1 ;, . � I - . � . - I � . I 11 6 ; I I " -,"� . ,� I . d - � �1. 11 11 � W I " - I I 1 6 .' I�' �' I I''i; - . V_ 6 1 � � I -, . I - . .I .'..I I . - I - � � l.il . 11 . I ,, , I I I , �!.' 6 16 1 ,m . I I � �, I . I I 'i - :� 1 6 1 1 . I I - I - I ..� . I . � . I . I . � - I I I 1 61 .1, . I . I . I .-;,,-'.,. . I ; I � 6 . I . , . .- I I I 1 6 1 1 1 - I I I I I . I I -,k�"_-,' I I I . � . I . - - ..�V'_ . � I � � I I � � - I., � I � . I . I I � �. I I '� � I I . . I - . . I . - ; I � � 6 6 . " I I I I I . d . � -1 I � : � I'- �I I- 1, 11 .' - I . I I 1� � I � I.1 - I;_ _� 11 i . I � I I . I I I � I �' I I I I .. I . . 6 � � " , .l! . I I I I I I I I 6 1 1 , � . � I I I . � , , � * . - I . 11 . I . � I � � . � I j 11 1�� I I I 1 .6 . I . . I I - 'i.. � 11 '- I � I . ��' , I I ,I -1 . . .. I I I I 11 . I I . I I .1 . I . � 'I � 1 6 612 1 " 6 1 1 1��'"I 'j'� . ,'r '.�,' , : 6 1 1 1 1 1 I'-� �']�"'.'. I I 1 6 1 d . : _ 6 , - �'�k&�v'W . I �' I � '_ � 6 6 1 - i I �1'4_6_"' ,i fl"t"i- I . I I I I . I .-. - . , 1 "4 6 .1 � . . I - �,r"4iv �-_ 's .I � I I - � "'t, 1 6 �' , � . . �- - I .. . I I ,'4"'-'0'. . � � . , I I � 6. 6 - " I � '�'." - d . . ,,- � �,- I I I � I � 6',��rl"�-"'!m_'- 6 �'� -, - 6 1 1 6 1 6. " 1, - 1, - - . 't . . . I . � . - ''.I I I I '. . I I 1�i'r�,t . . I I I n 6 . . . �' ��11 I z I I . I ;, � I I -, `_ltl . " . I I 1 6 1 .. 6 1 1 i I , 6 ,,, 6 � . I I -1 .. 11 ,6t . 6 . I . � . . - � � I - I I I_ I . . 1 6 7, .I. _6' I � I �ft�. , I I I I I . . � "I I -I '� , I I I ,, I- � I 1 6 1 � - �' I . � . 11 . I I I- I - I I - .. - 6 . lh I,I. I..4.I� 6 1 � . I. Sl , 0-7 ro I �� / ; .� .6 1 1 � 6 1 - 11 6 " A I I , , �- I . I (/ . 6 " ' " ': I I � � 6 1 - lob 0 i-�__ :� 7 I - . , �' , t' 1 6. 6 1 .. � i . @ Ql/ 1- .� I '' I '' 1, 6 - I ! I - d I - 7 , i - �� ; I � .1 I , I I I I G (�_) T- I I � C (�_). & I . .� I � i . ! . :: ; 6 -T. . � 6 AL,Llll . - -- i i - I - I . 6 . . I I . 6 -: .,I � ' r I -,I. I . I I I V..._;7 lW_ .:I I I I ! , I . . I _ i I .-- 74;7 - -1 I . 40 1 6 1 1�w'T '�I.,- 6 , 7 Cr 1 / I . � 'v- t, . .1111, A+ . I I\"- T��7 Y" ?A/ \ I . '_ 11 - . , � d . -I I I . 61 1 / >'." ,vl�,` \� I i I � I /� Iii ! � \V/ i 7 . , - - - N/ , I 7 , 1014 ""/' /- � \I/ - . 1 4 v --- . --- I ___, , , . I. � ' ' Nij '1/' 0 , I I y V, 7 - I I I I I � 6 -7 1 1 \ -� . I , I t IT I 1 �6-I- --- 3 f \1 ,- ! '� ,� I I *11� V "� �lj� 71� IV,- \i - i I � 6 - I '. "��, - ' \ I i" --� 0)" ' '�' 6 1. , � � I I/ / I 7 , - v , v ! 411 . I, '; - - IV� It A , � I __ ' I -_ ------.I— T -- �I --_- .-� � --R. .,_11 -'t "1 � I11-.1 - I- __________ll' = '_ - , � ": , 'c � \� � 1. ,/ V A ; I I I -------':'- - I . 1 6 � I'. 6 1: - I -.0 . I- - _ _6- r --I-" -. ---- -, ___F_ � ____ _____'__._ ___6___1_____'____" "".."l-111-,-."----,.---"-,,-. l__._". -- - -_ _�' "_14 Z. - 6 � . 1 -6 1. j�. 1'11� � -4.�1_'� - .____l_______'_L:� _1__.__6.. l__'____. - 1. �- 1-- ___l__._'___I-----,-�_.___-..- ,.r_ --I--- ___ -1 _ __ - --�- - �------------,----------------.-, ___ _' � , 7 1 . I I I - -- ___, - -- ; , '�' I .--.---- ---'. � - - � �-11 �_11 1.61.1. 6 --'- - I . -d I -I. ,�61 ,�'2 1 1 f - - '" , � - il x- . - - 11 W. 6 ..I I - ___ I I , I . i /-f-0 6 i 6 - I i I i I � I � I 2_7 i . . 6 1 1 � -I-,--0 '<'s' s)'l 6 . 1! I I 7 1 . t . . . � - I I- � ''. I . I A - 'l_ t'____"___ '_____ -,. --- 161----,--. -1 -1 _l____.11_l_ _'-. 1 . . 61 1 ---"'!-'I I t .' I ----I I � I ' I A ' - ��- ". I. I I ' . I I I i . . � . I � I I I I I 44 1 6 ll� � �� 1�6." 1 1 : j 1 6 1 1 . I -, � 4 ' ' 4 A-7- : � I I I i � IV � - I - I . � � I % p I lk I i I - . I . . . . . ,� \ - . - 11 I - I I I _r � � : I . I'.� \ ryie, I I � . I I I I I I lllq .6 1-� f � ,I N " � - I I ItI.- 1 . .6 '�m ' tz� � 1 44 i I I * I I . I 11 j � I I I- r 6 I I I I I I I - N" ) . �E 6 %A : I k I - . f " . I � 6 1 " , .�" . . I I I 1 6 ' � , I I I I ' I , I . I I I I I 1 6 � t 6 6 1 r � 1, d I (I'll - i I I i I I w_ , I �� . � _ I � I ' - I I I - 1 14) - I , ! I ' 6 - 6 1 1 I I . 6 ' I I 0) I . I - -- ;' :� �l , I i . ' I . 6 11 I � -- I �% 61 1 � '�' I I � I . I I __ - 6 i 11 6 1 � 1 6 1 - 6 I f' 'i - � . 1 r . _f - , i . I - . � - I - . . I .." 6 1 9 I I I I . I � � 6 � 1. � � - � mc=-."__�� _.." Z��_' ",_ � .- 4. I .� -- i � I I I i � � : I I',, � � 6 � 6 6 1. I � I I ; I i �c: � ,,, � �: I i 6 i I I I - I . I"! . I I ! . I ) I � � ' ' 10 - ") il i � k ! 6 ', . - " % � . 4 ' I - 1 6 1 , 6 ,, , I . I 1 6 1 . -I 1..-1 I 11, _ , 0;' , , 1� . � I . � . � ; 6 I I I - - I I � 6 1 . -11 % I ; I i I . � . I - I I . 6 1 . - I '� I . I -L '=':-:'==' ___4 ! I �' I I I I q ! M � I '_�.'�iw.'_ _l=':_m�___._.__'____ __ - . . t I . '.':-'� I .1 ; , 6� I � __l___' '��_ - t I ; 6 1 1 i I � - � 11, � I :1 '� �1' 14. 1 11 i w . . 6 1 1 6. 1 _ ! . �', d I " I It I I I I L . I I . � 1 ! I I I " 1 6 C. 6 1. I I I I - I I I � - I .. 6 I i ; "I I I I k --- ,--,--- -_ ' ----,--- ��_'_ � i . i I . 6 1 � I I .� -1 I t -1 . I () . . � I I I . � � I ; 1 6 ". . I �� - ,- . 4 1 � I � i I 1 6 6 - .' i � � I . � I i I I I 1. I - � . '�l I I . I ! . ! . I I I � ��' I I i � I I I 1 6 �' I I 1� - . . I ,I ' 6 � � ( i " 1 61 � . - . ! I I I , i - . . I .. . � i I i� I � i . � i I � , I I I N I � I . � I ' �" I I I I 1. I � I 1 6 1 ! I I � ,, I., 1,z I . ("i I , , ' � I I � � I . - I I � I � - - I I . I 4 6 �. ' ; I � 6 6 1 1 I I I � , I --1 ll� I I I 11 6 1 1 � . . 1 6 1 1 1 ,I -I� I z- �' I . I �._' , i . I - 6 6 t i . . I I I 1 6 1 6 d I I - � - " . 6 : ; � I I I I � i i 1 6 � I I I . 6 1 1 1 . I � I 1-1 ' I � 6 . � � I . , i i i I I I I � � � I I I .4 I . ; I � � I 1 I 11 I i-Y. 3/I ,, � 6 . I. 71 1 � I t 6 � . I , . 6 I I � Z_ I I , - � � I � � 1 6 � I . . 10 6 1 1 1 �'6 1 �l .: I 1, , I I I`� � � I ! -- olle I f , 3 � - � I �� I . I I - 6 1 1 (� 0'(jrLC-r = oc . I __0(_ 0&. A.-C)c i --Oc' i li ,1, \10 , j . . . I . ' i � , I - I � i ' � __or- , oc 0(_ I �� 6' . . , ; . . -- ,,, , , �" I I � A. , 40 0 c (16 I-�jlc . I I � , :_ I �' I i � : I -u_(� .-Or- C.U0 PL I q C, I I j, 1 ; - � � I �C:I":\- � = : , .-O(-, I __( .-(_I f- I . I 0c 6 1 1 ,,, . t, ; ; -)c ! I I . �d . I �, ., � I . - .1 I N . ! � 6- 1 1 1 1 . 1 � 4 i : I � I � .. . � . 9, � I I - I I . 6 11 � r I' I \ f I � I I I � ! i . I ,� � -, j I----_=_=_=�_ �'.t�� 6 � � ; . -� I I ,." I d" �� 1� . I I � - , I f . i I I I I I ' � I l , I 11 - I I ���6 :, ; ' 10_"��' _m_ 'I 6 1 . I f I I I I I ! I I I ",: ��" ' , - � - 6 1 ' � � : I F� . I I ; . �i - . . � I - : I - I � I . I I - ; I I " . � � I . : � I I � � � " i I 1. . . - I . I � I � ' �'�� . � "I'� . . - - . t I f I I � ! f I I I 4 � 4 I z � ,,, , �I kl. � I � 6 1 � ' I I ' . ! I - 1 6 6 ) ," I �' c � ' � . I I � t I . , , I, I I � ; *� � � , - " , � I 11, i � �I : I I I . i . . �'I ���" ,�' , I .� . � 6 1 i 11, , . 01 I I 1) ! j � I - I , I I � r I � � I � . I ; 1. 61' - I . q e 1p 6 j I I I . . I I ; . I \ I I i': ' __ , 11 � � i ; I : 6 1 � 1 21 " ';lr I a 'j ,-I ? �' I i � . . : � I I i - .1 I I I � ; f� ", -I j ; I I I � �' ". -';�'- '' . . 6 1 1 � . \ � 4 I . ,I j i I - I � I I . i 1 i - I I 1 6 .r � I : I - � ! 1 . � � I �_'" -� " -'' '.� I I �' I I 11 . i III I i � � � ; I ��" .�,t I ' 6. 7vi - � A I e � i . I � I I I i I � � A ' - . . I � . I . � I .1 � 11 � I I I I 1. i i ; - I I - - I I I I 1 I i � I I : � I I- � 6": ,r," - 611, � I I- � I : - ' I ! � ' L�, . t;! ' d " . .,- �� 6 � I i ! . I � I ! j p - - a i I I_' - I - I ' � k : ,� ; 1 6 1 � ; , � � 6 1 ,,, i ! i j - i I i 61 �I � � 1. B) I j I I I i I -- � I I ____�' 5, , - � -,- - I . � ' IC4 1 i 6 � ! I i ..- .- -- I I . �' -, , , -- � 1, I I - . . M. . __ _" � I 4 , � ,, I I . -��j r � - 111) I I � .. I I -11 .'�" � ':�' I I I t 6 . 1 ====7_-=:-_Z-!=n7 7�!=%===T=� 4� .. I I a . I i -- - I I . . � ! : I) . . f I I � I- i 1 6.1 . I v A - I .d I - � � i I i I � , I : . 5 � p w � I ; i ! ; I � I :1 _ \1 i !!, , , I I / - 6 ' ' � I,�- _' -- : � I I I :1 \ ! T i . - i 6 � - . I � 1 z , �:' . � � I I I � I ! � I - ) I - � . I I I . I �" I 1, I I I� � � ! I- �� . ! I A . � I i i I i 1 6, 1 1,11 , I : ! : I �-1'�-�:� . '� '' I I I ;I I I ; � � I . I ! � 6 1 � r I'll. I � 1. I !_ r I �11 . I .1 . i � ; ! "I-� I �_ 6 , . , :' � . .j I 11 f I i'* . . . ! ; I -, , � - , - _ ! � I . I I . I., � 4 . I I I 1 6 � "_ 4 I - � I 11 i I � . 1 1 1 _�I�I " , . I , i ; I I I - q r 6 �bl�. 11 -, I 1-1 1 1 * - I ; I - i I -" ��' , �: , .. 1; . '� I i . I i 1 6 f I . I -1 I . � � I � CD i �',' 6 .6 �J' � L I 1. I i .11) in 4 � . I i . 1 6 1 1 1 ! I I �_ -I 1.11� 1 6 � I I I I � t)loc I - I � . I . I ' 11 - I ' ' C::i CV � � . I I I - . ' �,j_L .''i"6 � , MCI I 1 � �' , �t I i � i I - " 11 1-: 1 1 6 �' . I _1 I I ; . . � i I i I � . . I � � 6 . I '�k , 1- . . -I I � I I z i � i I - I I 7'd � 616, �' I I . ' ' - ( r � ; %.A I I � . I . . � I I - -1 . I .) () (� i i : . 6 i I I I I � 6 � I �-I - I _ : _ ! 1 , I I I I . I - -- -1 � I I I . I . � I I . . i" � ; f t . I I I . .6 1 I ; I ' I i I I � . � 1 611. . I - I A, I I ? '� f I I . - 6 . 6 . i I . . t I I I 1 6 1 - �_i 1, .": � 1. :� 6 1 1 1 61 11 . 6 � .. I I �# t ' I . � I I I t I d . 6 1 � . .. 4 lr______.6___'_ __._l'_____"_- i I I I I I I I . �' - , i ; I . __ . -11 I . " I I L----�--.------.--.�----�---,--6,t J . I . I -1 .- -. . 1 6 -- � 6 1 , � -4-* . . . . - & I - , I - q '_ -1 I . I -- . -- -- - i I - - <d 6 . t 1 ) - . 6 1 - 1_61� �,- I I ii '1. I OD . I I i I I i . - - I I - I I , 11 . t! - ! K", ; � _Y . 4L � - - LL __ . �� . . 1 11 -- .< - " ' I - -c - ===77, I- _'_�__� . I I : � . I - I ,,,, , I , - , ',:�_ __ .- ___________ � . ; � I . I , " , 6 � '14 ; \ : __ " I � ; ; I . 6 � I I I � - �, ,,, I I . I I . I I I i - , @ , � � , , I i . � I A I I I I - I e 16 � ! � � .' I " I I t I I I . I 6 6 1 1 " . 1 6. A : ,_ Irl) � , , ,I I I . . � I ! - I I - I . 1, . . I 1 6 1 i !, . t I I I I I I I . � PkEP - � . .� . I I: k I I I ' . . 4 I ! f i - I I DE s law 2)1.�_Oosq 6 1 , I" - I I t 1 I I I I � . I �' , I . - i . . . I I .' � 6 . I ; � I d oFtp HA7_ c-R ?_ I I L ; . I I d : I _� I I . i 3.e � L! I I ! I I 1 6 1 � . I- , I . 11 I I - "I �I I v P . �' () " I I i I . ! 1 6 16 1 � I � I " . i � I I' i 6 . !- .k I- � d 6 . '� I L I I .q I ' I 1") � t� ; I , I I � ;I � � ; . � - I - , i I . 14'f-14' PS SPACING � ! , ,� , , � � I I I � F '6 1 '� , -I I i : , I I � 141 � I I I I I I 1 6 1 -I I � � I . t' �l - I i � . I . 6 1 - . . . I VF* ,2 ,CPM "I i � I 11 - : I 1) ' � , I I I i 1. �� ,� i 1 . I I I . . . - I .- I . * 2� . ; ! I t I � . I . . � i t I I, � �� . I � 0 t � : i �' d' I , f �, I 11 � -''T ' - ; � J 1 6 1 i . I . I � 1 6 1 1 . SFRIYWER,F,e 0 W 3?,9 6 rl" I I , . I � I, ll� , If I , -, I I i . 6 1 . i % I�' \ I I i . . I t � ri I . I I � : , I � I d i i , 'i 6 $ 1! , ..i i � � i I � I .I ! i I = ,Q V 11.,6 'ps 11 '��I I I . I ' 'I ' I I '=:-=-�-- -,�___!_, -:,- --,-_- - i ' I PR'_S 'RF ./. 11 1 1 � � , . � 1 6 1 1 1 1 1 6 1 1 1 __ 1- I ;' 6 . 6 1 � ' � ! I � . I I . 11 p � ' I 1 I I 1 � ! I - _�7_Z7��:,'- �:__�_"*" ==-,. . [ : , � . I.1 I * 6 i I'� I I , I ' , 14) I ; � z I I . - I " 6� ::, 1 6 � . f " . ' I I . I . I . � 1 6 6 . I ; I - I '� , ,,'_11 ' I`'-' I I � - - I i ! ' . I 11 - ,-. I- I I- � . t I I . I i i# I I I i I 1 6 1 : . - . 1 6 . - I � I dd I I 1 6 . I � ! � .� I I "I I I __ - - ____ . i� - � 6 I - I � I 1 6 6 .q 0 c ! 0c, �' -] G-e � . I '� " 4 ,,, �' I � lb , " d � i ' : I 1! 'e-, -I I - 11 :'_ "_ - . I , ,� I I --- _______j i - I a C . A. . CC jF! I 1, ;.- - A� 1 6 ._d�c , , - �'� -16-1.41 i - - 0 r I . I I 0c -0c I 0( I i � I I 9 1 .------.. , I ! 'Ild 1� I CIP � � ; � 1 7, -C)c .-0c 4 ..rlf 6 - i f '6 --c"( 6 1 0c � I I - . . . 1 6 1 1, 11 � . - - . . I 1 6 1 t .' '- - � ' i � : I I i I I I 11 6 1 i �' 6 .1 I I � t I i I , 11� " � .I I 4 � - I � �, � '6� -1 I I .: .% � I I � _' � ''. I � i i . I 1 6 6 1 1 1 � I I ..� ! I 1� _.� ,�- I -F__�- i I � � � - I �' 1 S4,1 "I�' 6 1 n-13 4 � �C)c -CC 9 ao-e)c .-0 C I .- L C�(' �'0(_ . () 1 -47-41 � , I I I I "I . � ;1� I I ' )d f; I , . / 6 1 "ZI 6: 1 1 1 d I . ; I I I I � . 1 6 1. I �'� I I I ! i : I I I i . I I I I . I I "I I I I I ; :' I . 6 : I � � I I t d � i . 6 1 � 6 1 .. I r t " I I I I I : - ' I � � 1 6 1 1 1 1 . � _� I ; . I I . I i I I \'0 - � I i I I � I d . I 1, I I I f . I ' . I � . I j .:-�. , , � . 1 6 1. - I I I � :1 �'� 1 6 1 � I I . I f ' � - I I ;� 1, , '� � I i I I i I I I � . . I I f I ,�1 6 1 1 1 *L' �� I "", . 1.� Ill � i I i t . 114 1 i 6 , I 7-ME67-P- L .,..W6ZK I,Iqcl I - � . I I .p �' ' . I I I 1 6 � I i I f . .6 i I ; 1 6 1 � I I � I I I", I I i ; I� i t . I I I � I I - I . I I I k - . i I � 1 , I � .I . "I 6 i 4 . � . 1 21 , I I j '�- i I I M PC H I tq a. 5140 p I I I I * I�- 1 6 1 i I '6 1! I I I � :i � I � I . I'. - I I � - . I 1 6 . � I I ; 6 1 �' � 1. 11 � I , I 11i 6 �!' , i � 111. i . I I � i � . . 1� I I I I I � 6 1 .; I . . 1 6 , ., I I I I . I � " I ; � I � I I . . 11 I I .' I , - - . I 1 6 1 1 1 1 . I I I I I 1 6 1 � L' , . � �I I ,- , I I I I I ) - I ; I I 4 1 6 z � 1 6 1 . : �l ,r:'i 6 � I 1 6 . I I I '. . I . I I o � I ':�"' ll�� . I � ., L 1, 6 1 1 f I I � ; i " I I i It � - � I I I � I I I I , I � . I I � I � � � . r I I I I I . I I I . I I � . � , � .. I i - 6 1 - I . I I I. -1 6 � I I � . ; .. I . I I I I 11 I , '� . I , � ' ; I I . I I I � I I I . I. I I I ; .1 � ; . ; 2 I I I 1 ' "I- I I It A -1 , I � i ; � ; I i .1 I ;'�' I 1 6 . I I I � - I 1 6 1 1 . . I � !" � I . � _'�'I, � I- t'. � . 1 -4 � .1 I I I I i ; i 4. 1 ,, '� ' ' . 1. . ; I I ' I I V I, . I � 6 � I r I . . I -1 - � "I" ,� 6 � I I : ' - '0 , i 1 1 1 - I I -V 4� I , I � I � I 1 6 . 0. � I .. 1 7.1- t � I " -- I �' Irl) , . 1 6 m.' I 6 � I I I '�_� �t -6� �'. ' ' �. I I It) i I - , 6 1 . I () I I -I' �i ! j � �_ .- . � , I I '' I � I . , .- I ' . I .j . . � I 1 6 ,I li . *- . , I - --i,------""-' � . . L I 11% � , � ; . . i 6 k .,�, � ; , - \!. I t i � - I I � 6 - 6 I . � 1 6 � I � . r �l I I '� . j I I � , � I I I I 1 6 . I I . I � . I I 'I \� I i � �q . I I � I - �' . I I 11 I 1 � � I i � - 6 .% , " I . i ' . I I I I p \0 i � I I t . I i I - . � "I I I :f , I . � � I � . I . - I . 4 . � ' I� I - 4 - I . I ; � I � '�� � 1 6 " . \ , ; * I � I I I I ; : '.I I � I I; I I 'll 1. I I ; - I I � 1 6 q . . . . I I ; ,; . I � 6 1 , - I � I : I �"' I i " '" i I I . 1 6 � I � , � I' . I ! \ � I 1 6 1 : f- I . I . I I I I I I � k I \ � � I I . I I . -1 I . li i� I - I I ! . " I I I I I '1 I . � , ,I i I 11 i j; I . � I I I I d 11 16 6 ' I I I � I I i, I I I I I I I T . � I � . I I . I % - I . I I I I ' I *t 1 6 1 � I I I - I " 1 6 1 . I 1�j 4 � - . i � i . 6 . I - . . I I 1 6 " . � I . - 6 _"' - . I 11 . . /A,l � 4 I I I s I 1* I I I I . I I . �F) i . I I . I 11 . ; . 1 11�4 - a I wo . � I I . I � ; � I � � T I I �' " I I i - I i i� . t:\� f - i ; . I I . I i 4 1 - .I . # f I : "I I . I I M , j , �oc 1; 4 1. I 11 � I � I I . �'� I __ , '�'�" : I - I 1, 0 � i i � I i I I ( 6 6 " I I I I . 1 6 . : \ � , I %� �6 r I I I� - 1 4 1 . � . � r!� i k I e I I d X.� . Z; 1 7-611 ! �-� t ' 'I %k I I � I I . lk � I ' . . I I z 1. ' . I .� ". I I' - !;. It , ; . I . �1 66 1 . I i 6 �' I I I _() , opialce 11 6 . . . i I � �.� I . " I - I I . I � ' � I I . . . ?f () I - i I I . 1 6 . I . � I I � 11 . i� i " 11 I . " I I � '�- 61 �I - . 16 � f � 0 1 ii I � I � I I I t � . . I I I ! I p I . i I � ' i �r,� ".' "I t I I I I ! - �' - I - 6 _��' i; I . � � - � - t it - , ., I . � I I I I I I :. I I � �� , � . ' I I � I I - i I.. :' �" � I t I � I , � i , 7 . I I ! � I I I . I I . � I I � I I � I I I � " .A I" . I . 11 I I . - 6 " i .. � �f .' 0 I f 1 1 � � I I - I � ... I I - . I 1 "i'll I . I ! I. I I � � I . W.�c I 1 66 _.el�4 I . I I I i I I ! � I . 1 , - --' . I - t I , A � *�< I !,�." I I � 11 � - 1. . 6 " ! � 7 1 I , I I o � .. h.- I I ' i I I � I I I � , � I I I ; I ;i I .- I , 'a-p I - ' . f� I - - I I , � I i - I : 6 1� 6 1 0 w I 4 . � 6 6 �' , ' , , � I I t I-, I . . I.'� . I � � I I .LW a m I 1 6 1 - . 1. . I- - I�'� � .1 � I I I� I �' d . . I I I - I 11 . t I I 1 6 . . I . , I - 6 6 � I 1 6 �; I �' V . 1 6 1 1 1 � I � � I I � 11�� 6 1 . I : I =_=_L___,; :===:==__=:. I . I I I I I I d I 1 6 . . � 1 16, 1 ; 6 6 ra k I % - I I , � I .- I ' 1 6 � 1 6 �_ . I I I I ! ! . I I I � . ; t I I : Xl� I I I I i � , � �� I � ; I 1, . I I � I I p ' % � * I I I I 1. � � !�l . j . I I I I 1� 6 1 % \6 ii 66 1 - c t - d . I 0\ llt� \& I .'�j I I I I � I i i i i 1 6 % I . I . I I � � ,� 1, 1 6 1 ' I �\ �� I "I '1� tN q�6 , I I I 1 .6 1 1 1 1 N\ . ,i I . � � I i I I 1 6 11 I. \ . ld I I I 6 6 1 � I I t , i i�' I , . , � I I . � . 6 - �! I � I i 11 \ 11 __ I i �' . � . . I I I � � I - Id � z � ' 6 1 I I I - . � ; %h I Is, I � ; . . 1, I . !'- . 11 . ,I I I I IT . I � I I "� . Z� I I I 11 %� �\ . I 1� - " 11 I ., 6 i - . N I I I I I ? . I I � i - . I . � � - ; I I z . . � � I . ! � .,�,____d_--"-- ____________ 6 ___.____'.�_'_ -_.'__'___' - . - _________________ , __� ,." - _ _____ - ' . I � , . i : I I� R, 'L - , - . . __ � __ I . �' i I 1� -=,.-,-- L 1__"-I--.........____'__� 4 ___.W'-__l___'___'--_'. -�- �1-6-1 ��.__ - , _"__________ ' ______- - '�_M :=_�� == = ___ .- - -" d . - = = - �7=_:_:�_l___=_=_____-l_l �_'. ______ ..--,.-...��--,---.�'-----i--"-�:�:------ -_-___._-_____' ==_-=_-==_-==== ------,,-,,.,---,--.,-'-,-..--=��-.�.---- - __._____--_ '__-__---_-_-----_---4-- --- -- -"-, --- . '- -, ' I1 6 . . -1 . . I—-I: -.1-11-___..__l_____"6_" .�l------�.�-------,7----,,�,-,---.-.,- . ________l_.____ ___6__'_ll____ - I . , I :' I 6 6 , , 1'1(:� : - ' ; i ' � -.-.-.- - - - _ I I � I j.'�' . I I f r I ' ' i'� , I 11 't� - 111.______ - I - - . . . I � I I 1 61 1 6 1 1 1 _�. - ' � . f I . I I I I 1 6 i# q I I . I I I . . I . . I I 1, I I I � 6 . � 1 6 U� " I .''I ; � I I �' �! �! ,I I *� I . I �. 5-0 1 6 1 1 1 . I .1 .I . . - 6 1 1 6 1 � ll�. I r I I 1 6 11 I w 6 : " 1 N. 1 1-1 I , � - � 11 6 1 1 ' ': � I -",-,-"" -,__ \0 I � I � . I : 6 - ' , I t� � ' , I ; � I .r I I - i4 - 6 1 � , 1� %, � I � I � --",\ I ,, I � � 1 :6 1 - ;' I . - I __ I " , , ��'�,, ; , � I I I I . . . I 1� I ..1, ..c . I -__ -- , I . j ' I il - 1 - i I , () , , 6 , "I �! 16 1 . cirl, , , ""� r 61 'I ! ! () () I 0 . _� - I � I I 1 6 .1 : T . 1 6 i!� 6 I . I I I . I . � . 6 . I I I - 11 I . I I I 1 61 1 1 , I I I I 1 6 1 1 1 - ; 'i � I . � ' \_ (),.- "I _/6!rllj0 sa .lcrl : I �' � " () il I I I . �; , c . . 6 � � � 6 DES)atf _'q'eEp('5) ,. 1, � �:,� � r �' : I .' i , �6 � . , I I � I I -1 () I I . I ..0 ' , � I ' ( ^ r- f) j I N' � . I I f� � - - I �' . , I - I J, - 116 1. - I ,� I I-(, I P IlLsc - I r,j -r-) d I lz 1 I ,am eX - I .c�z �, I I I - I - - ' I ; 1 �" 6 .- � __ I � 6:1 . I % . 6 I I � ! 'I I� I I�!6 1 1 � 1 6 r I�6: I ,6 .i ;.'cl r I t;� ,j r i 1, �� I �_11;�, I : 6 - " 'Ci ' 6 1 � . I I - . . . i !I I 1[ , $ I- 1 61" . � . . 6 6 ' % 3-4 -�' d . �) , I �) 'f' -0 RV �9R2 C-C I . , �i (' I . I . % I �. I � I 0k; , I . 1 61 1 1 1, . I' I \ i �) � � . '_ li , '-:� , � � . , I- z 6 (� I . I 11 - I . ; , i I I . "-.'�_ - ! I �' __'_'6___1_1_ 11 I I I I 6 1 � qjr_ 1 6 b 61 6 1 - . � I 't- ;p ii I,qyl,l '95 S,Ppc//Y,C- 16 ' .1.1111-. d-..-- I . I I I I I I I ! � :1 , a .� ' ---I '� .---" )<44 .1_____-.1 I I I . -- 6 ,, ": - � I- 6 1 Ill. I I I � - - - '.'__'___' I - 1.1-11--.1.111 I c� I . I I I t . , I I I ' I � ''I 11 __.__6_'_ �-_- __"'_ �'*6_�'_=.!�_'_.':�"� �-'-_'.".':"_-"l-_'�� __ . I - .- � __-j I I I . I " � I 1 6, � I I I . I 1 6 1 I 1� !I - � I I d . I � 6 1 , , �' _4_______'_._._�_. 1 �� I I :. __I I .1 � , - I I. , t . = _=___l i ,#' 0 - .I ; . . I 11 I , � i I I I I . 1 -, - __.- . I I I � 1 1. 1r.- /'/ ,/37 CPAO I - �.11 " I I I It "I X 11 ! � . 1 6 1 1 � 1 6 1 1 � . _6.� I I r i 6 , ?l ( ;:� - I I 1 6 i - I - , - _�-___ - 95 I � , . ' ? \4 I .1 I I I I I I . I i r � i �il I i ,I i �a e I�' - =P ,fZ0lU ,Zl?.4 ' . .� 1 - -", I 4 , - 1 6 li � 1% I � I -Z -.--!,,' I - I 1 : I . I I - �!_r/_6 v . . !�'!-'�_--'�l -�-.,-; ..'_'t--�.,I,"' '. � � ,,S'p R IN R/_S 9.4 � I i � f � . I ( I I I . I � I - �llis �� I I,� '�" � � � I I � I . I I it I () \1 . . ; I d� -7 PSI I �l i . I I 11 � .1, 11 !I'll , 6 . I - ___Ll I . i L . I I � I , I , � I � 1 1 � 6 6 : \0 , I 00iFfo 1, I i �719CH/I�e I I I � I I .' I d' I I � �'�' . j � () ;t PIZE 5-K 9 I " I , I ' .Oft 6 t I . � ��i I - : ' " I i '' 0 r /it vip� t 6 1 � I �I I N. 1 6 1 1 ; .dl I I I I , I 'I - I 11 . � I . H � I - ,,j-, '� � � � I I I , � I I . I i ' I ) \ 7-o -� I 1 6� . I ; V --v 0 'i __-,__ - . ( V lr� I I . I � . I I �� - I '�� - I . 6 - 5 . , _-__:: ,-,:--,-, I I - d . I , � . � I . . 6 1 6 . - ' i;" , I - . . ! - � 6 � 1; � I . I 1 6 . �I � $ I , �"-�.�'I I I L-_._�', : I I ��6 _'_ . � I /.i . � 4 1 ll� I- . - - "I : , I 1_0 d N 'S . I . � I � , :r, " :' - ' , :" . I I . I . 6 �'� I j! %�b I i , � : , t I � I � � - ,� � t 1 _'�_.'.'6"_._"'___ _'."' I . I i 6 1 1 1 1 1 1 1 "" 1 6 ! i I I I , , 6, , 11 I, I � 1 _��4 1 " I %� e6 j - " . I I I ;' I . I -1 I F�. -I eo ';f 6 1 , I . 66 . � . - 6 � . I �� I., . �� I � .1 6 1 \ I I . , I . i - � . 11 � "' . I I I 11 I i I C) , . , 6 �' j,� r I I - , i __'_ (.) -- - - � � I t . � ! I ;'�' I - , � � 0 i* .__m I . I I I I - � ", , I � � � n�_� , I�� . _� 'I, . � i : ' � %I, . � �' � -1 I . - I . .1, I. - 1� , I � - I . I . I . ! , 6 � 4. � :1 ' I I . I -� � I I ' i -, I ,I � %Z_t I I I I I - , ' I __' ' --- - t : I , . I Ll� T 96 1 . �k4 , ��� � .1 � I I . T, __ , _-, 6, ----r! , I I � 1 6 -" , I � -ry ro veto 1� - , i I I I . rl � 6 �� 0'pr . 4_'___________l_______ __'______ ' I . � , 14 1 1 () \Irl I %q - ., k� I ' 1 6 ; I 6 "'\ �____. I I I . . ! �' . I . i. � \ 4 . I I � � � . ; 61 1 it I t� I f . f I z' � I I i I . I � .I I . I; I i � . .� I I / ';" I I * : I 1 6 .1,- I ' 1 6 1 6 ., I I I r i I F, (�_ : I ,I I I I , - 11 :� I .' � ll��' 7-1 0 � I t 6 1 � I I� I - - t, I .. �" 66 it - I i I I \10 i . f � I � I I i �' ; ,1 L,-;- '0 �I 1, -I - . . * () � �� i I � - ." I I i ,, I I I * % � . i I 1 4 , . c� I � �I � 6 1, I � I ";l 1 6 � rl� - . I ' \a, - 11 I '_ . I I - .. I I i, I I I I I 0 r'cicers . 6 .I � I . I i.6, . I _' d � ; , -1 � I 1-1 iN k�-'/4 �i 'I . 1\4 1 1 4 . - I I � �) . I ! .1.. - I � : ''I I I I - I - )---.� . I � t� ' � 1 .1.6 -A 6 % 1 t�' I ! t � - I 'rzzw/ I,- t I 1 6 1 1 - 6 , 6 1, , I . I I % .I'0 4 1�1 I I r . � 1, 1 6 1 � I . I I 1. 1 6 1 �il .1 I "�1 6 � i I f 6 i � , -1 . I � I - z 11 � �' i 6 . 0 1 , '0 -I!- 1; 6 0 - ",f-6 , i I ! I I 1, �', 11 1 40 1 z , . . I �- . I � '_� - 1 1 6 C,J': 1 6 -1 -, I .11--ii / i ; I . � I I il i I 1�11 �6 1 11 . ' 6 ,r . i .� 1 6 1 � I � I a i 1-1 6 1 ; I . ; I - c d,:, 1 6 - ' � , 1 6 j,I 'd (""; I'll I- ";. j I �. lir i I - I I �__ --- i I i . ' ' ,- I - '.'�_ L.1_1________'_ I l'. -___ �_ 7'i'�� _____ I _1 --__�''__*"' - '- " �' '__' ' ,' I I ,I I " I . � 6 1 1 f; <Ij 1 i I ,\ i . " . !, () I . ---- � "I ---__ ! I I . ' . ,_ s , , . 6 1� � � - -' ' "I I 6 1 I I � 1 6 . "'r 11 11 I I , � v I I I IZZ) 6 1106, :11 - 6 1 - ____�_o C%/) I LL�'o ,' � i I � � I ' 0 � . - . I I %11 I I � � I I I I I ClIf") . ! �" I - I I 1 - � xd, - - i i 6 . , 6 � *1 I *-, I . _�'Q1 - I :I I I I V/ .N . a! P 1 t 1C.-S . -�_ 11__*� ! I ,__ _�____.-d6_6�l-__.__-- _.�_ _�_ I-- __-_� v- I 1 6 1 -1-1 -IL-__ z:,__ L___7 -.4 -11-1-1 -1, . ____6 - - _' - - '4' 4 1 It - :1=1 i I - -, ," i ; I y I , I / '4.% -- - , - ----,.,. ,. I � 1 6 1 i I . 1!� I . � , 1 6 1 � 'I) r / _ '____d.____ , . .6 - -- . 1 6 1 i N � 1 6 1 1 6 1 . I I � '.�' I I � I I - 1� 6 . I I I i I ) I -6 . � � � 46* I I . I . . . 4Q.. Q 1 1 - . I 'Q� - � . I - I I I I � - ("� ;� '�� : 6. 6 1 � 1� I I . : # .1 I � � I , � . I , �. �' � I � ; I - I . t4l m I %_ "I 1 '�' , 6 U'r I I I I � . - I - �l j 6 1 0 1 j V.-I c � - . : I=' ��' - -��_ ___A_ I , " - I I I � . I �O . a ; I I _:�� I if V, i.. � I a 6 1 1 1 1 . . 3 ' ;'l . , I " I I . �__ 6 .r I '' I � 6 0 1 1 �. 1 4_� .. . I . ,_ � .1 " �' I . I .1.1 6 " I I - " -, � K I -1 / k�.' r-11 . " - - �� B I t %'�. I . � � 6 - I , I I - ,'r I - , i I 6 � 11 ,- I I/ () () 11 � I " _ 116 1 1 __ 6 . I � I " ' � I I I I() . I ()_ - L I I ------- -6 . 1 -N \ . I I I I � _ . , I I () , 6 6 . I I 6 1 r '�' �' �__ 1_111��=_ _'7__ . I . ; I � I 1 6 1 1 � I I I i I.... - I � 6 . $'110 � 6 6 . 6 r . .� I ,I t I I I I 6 1 - . . � % � I . . . I � , � � - I I - I I .J--,-",,---,-. . I -.1 - i * I � I -----. � 1 �_rw-V � =- �-,:.-_,__._,,_.----,, I � - I . I . . ----.I- �___ .-1 6 '�='%6 -'lzl� - , d . I I i \ - --- .I-- _____ - __ --!: -__ ___- I�.I--I-- I , .6 6 I. . . . . - � I - . 7 -11[._ I .d .I . -1 - � . --- 11 '� - ------- - __ - - I . �. ,,, 6 1. . � r . 6 �a ;� � I I 1 6 � I 1 6 �i I - 1 4z) 1 1 , - I % �r i 6� I --__, . I I . I 1 6. 1 , I I t I I I - _'____ "---,- -"--- I I � �. 6 -6 ,� 1 6 1 -I I I 1, I t I I I I � I i � . - I I . , " ,� 1 �. I I I , - z ,1! I . 6 1 R) � t I I . : � � I � I- I � ' 1 6 6 . .I - . 1 6 1 I I - � d I ." lz� � 6 ' IN I- . 1 6 � I . � 6 1. I. I - I� _� I .. 6 1 - I � i I I i i I . 1 6 . 1 6 1 1 �-' I 6� i 1� I U 6 1 . � I I 1 6 1 1 1 1� 6 .I I I I 1� - ' "' __'_t______'" I . 1 6-I .1 ' "I 1 6 1 1 / -' 1___"___ __ 10 � 1. I I I . . �<'4311110 ) . � . "___'__-_' _'.'____.__��____ ------_____�_' I �' I � I � . . � I I , ) #_ . .---�,.�Ill'-,--,-16..--�-�,�.�..-�-�--.--., 111-11---6-1-1- .1.1-- _.'-_--__'.___.__'.'.__ ......d' _'_'_" 77=77:7�' 7 77� ______.�___l'__ - , . . ' . �_____' I . _____ __ - ___! ---I 43' � . I \ � � . I �,:� " 6.'' I 1 4 -- ,I - I I __ 6- 4 -6 -"-,-- --"- T-'-"----- I - ______'T . _1 1.--- � � , " - - ---I-----__ I 1 16 16 - 6 1 ; . � � - I I 4 . i�1 1 1 1 1� 1 6 6 1 -� 1 6 � I I I� 03 �' I I . I . � I I �. I I I I I I I I A , � .. I �' � 1 �6 '� I )_ �' i I I � � 6 1� I I . I I I I I 1 6 1 . �l � . : � . I I � I I I I . �,I 1 ')661 IN I I I . 6 i, I ' . I I 1: I . ' 'I I ' 11 I, - 'I', . � . f It � 6 v . �. I . 6 j � I j� ; I I I � . I � � �. � � -- ' ,I " * I I I ?I 1" . 1 6 . I ' -.1 1 4 1 1 11 6 a to , . I . I ^ I I 14 I � , _� t, -- . r" I I I 1 t A I ' __ - I I -A 1 :6 1, I I ; I Vi - I I r ( i 6 � - ' I- . -0- 1 I I 2�1 J,_10%, - I I ., I ' 5,_ I � ; . ! I ; � I . --- - I -wrl, -, � - . I � I � 1 . I - i � - - 'I � (D-- !� IF-6 ____u i � . . I i - I I I I . ;<4__� � � I � e.q'� � -( . I ()_ 'i t:� - -0--5-6 %") 7-0 -2-0 I�� 4 QLS) I,� I'll I I � - i ,, ( I I I I. � , 1� . a ! I / . I � F t4o > ---,%.f -0 --PL-�0 -14 . I I I I I . ,r I I I 'q I t - Ai I / 5%.6 t p I �, (_9 I � 1 1-6 4 1 (1-6 I I . i i I I . I I . � I 16'a - 4 i I I �' � li "I.- I I I I 'd6 � I., 6 1, . lki� I�' . i i ; - I I I I A - 4 I � I I I � : I I I 1 -'�4 ll� I I . i -4 , 11 1 . r i 4 i I� . I I I e I i, . I i V I -6 '!, I ,, i .I- . I 1 6, 1 ; .. - I � qz) 11 � -,140)7 1 �)' i! �l � I I I i . ! A�L __ � � ��N' 4 1 . t I k� 6 � sp....'," � I 1, 11 I I � � .111 , - l4o, , 1. \ I %'; ; � L ii . _.- . . I I i f. - 1 16 1 6 i ... I 1 6 s I " ''6. . _�' I", I I 4 , .11 i4l�: � -11 --,- \1 ,. � I I f I 11 1 6 ! 1; � # 6 . - I 0i -0 2" - '16 1 �I � � ��: N I I - I I � V__ft I I . i I, -W-4" .i f / I I I I - � I i 6 /I a "d # I I r,# I I I , , , I i I I . i I i0c i I I 2 - , I � I . - - L- 4 1 -7 D*&v0q eT I I I I : � ff . � , . 11 . 6 h I I .I fi� - .1 A - .----- I 4 4 , I I __ 9 -- --- __--f� - - I ' ' I . . 2 f 9 j 4 u __'�_V.__16--1__ -%, � I - . I i . - - I - - I -I- I i - I __ - 77...I , � ,_i -111 . �f I . . - . 3� 1 ;i ".11111 --,21 --A-1�", I I .' . , ,I I , , I + v r�' 'tAr � I . . Ill 1 6 : 11 I . . . I 0 -S I � / �'4 i - 1� 9 - ,ti I - t t I < 1, ( C-- ----4- 11 - - 4 t� . ,- . - _____�__ _ _ _____ 8- --___6_ 1 1_kj'.__.__�'__Al_ i __ -.1-1- __ ----. - � ----. -,--;�,--,--.-,---------�-''.-",---"-_'_____'_____-_'__6'_____. � __'_'.".___6_6_____'_ _'_'._____'____i� - I - I ",\ : I I . *% ,� & - - 'i, "I .- - __.' 1�_'__ -----"-- ___ _.- ...__'. ... .� ____�_ ____ _________________-1__ _____ __ I— .__.___________' __ __:t�� � /1" 6 . . -.1-1114t __"'__""__4i -.1-111 __ _____ -i" t . -----i ; 11 __ __'_________- __ - -----.-, I I I _'� . I ' _ -, -- ' -I____- I... .. - I�......_._',"_ �i_-__' �__'. _'1_1.d__A'__'_ "�. 1 _" -,.-.,-,----�-"--.--�-�,�.-�.,�---"",-,..��,---���', ___l_.l= - __ - ______'.._____'____ , . , 6- ___ I'!- ' - p 1# 6 � . I L I - %p__ I . I � I 1 6 1 / \ . 11-n I I I ,, . 11 2 - / 1, 't�pT 42� \1 - I . Z90\ 14 � � I I -t I 11 1, I , � __ ' '�: 6 /1' / 'I I , , I � �' I'' A � A , 6 14 - I i �� I I __ v I 'A, 1 6 . -,� .1 - �. \ �___ , .�"f - I -il ' ,A P�, . I A-,,,, Y A% I _�_V�l -1. Z�_\;" '�;� I �I I . , A�\ A$\ � zol - I I ' i- ;l 6 , I I , / 37--_ - A,, /'�"�' Zj Z45\ � ____ ________ " 1 6 �. .I I I --- ..;I- .----.----, , I 1 Z4 � I � - I 1: �y � - " I , 1, I "W' ,��"I'"� � 11 )� I I A-; '46� � . I ��' \_ I �"':�_'�ft\ Z'i I � ' � I I I I I I I I I , I I L . . I . --."- " :1, I - I �'' � I ".� I . li. I , . . ' 6 A. T -, A-- I, A . �I . '- - ?.�-w' -_ "-!-6 " m ----A .................Rv� � � ' � ' � ' I ; .'��a I I , - -.1-A I A Alm A - A L 41 11 I 1-1 I � � I I I I I . , I 1 6 . A , 'A A A A - - - ?� A A A , A 6 ll� I I � 1 6.11 . I I _ A I . zt, I # - ,� I ." - I . . " " . I I I, I 1 6 1 11 ' �' Psno_="r /;�9 - _.��., ,� 7111-5 r-���-�, I - ! 6 I I I . - S EN CO . I . . 6 . - _0,�F51CoY .. ,09RRA (/) 151�6 90-_F*C � I -,SPR)Nl-1 LERS-, C5/w-,R�9L F-1,0 -1(r, Cre r-9 0'q &P/?/G)yr/,? ' 3o 0 . I I L'. . 1 6 I- 0RaNpzARr> ag. / 1 3/1 H,PT 0)QF1C_E , 64 IN. k- /A I � � � I I " 1. �' I I I I I , 1, I I � 'RP SYSTEM.S ! NC. - I 6 . 6 1 1 L �111 11 ,PA7 I I I . I . - � . . 6 1 - I �' I� I /4%/4 _-'rj0cfH'rr ,06,y.cay ./5,(!r . c: !_ . I i -//&\ A/YPR tq V L4 C /We IOAJV-^-'C Jf ,R 0/&r S /_0 IZ ,00 /'C-5 f 'f -1- S y r 7'4=M I I I. . . 11 .. 1 6 1 1 6 1 . 616 1 1 -14tv 38.4 C-ff" � I . I I . 1 6 6 1 1 6 . 1. �Sllvzwiets,k s I I . -11� 1 .6 1 1 1 - � - - I I I I I . . I 3 � I � 6 . - I . .11 � I . I I I I I . I -100 1<1DDS HILL RD, HYAN1141 ""'m .�02 601 m I . - , . . � � d tofEss. ler a I D. I/.3 p 1�/- , I . I . . I I I I, 6 . 6 1 � I I I I . .--�V',I'!�,tv-pt,�,rv*rl-f,rfri,*r,:.o�.).t,., I I- I -, - . 6 1 1 1 .- I I � . I � I I � I 1 6 if'. .e. - '."...'�.... . � -1 6______ 1, � � I I I I d . - . . - .l! , . - �� , 1 6 ' - . 1 6 . . d r� . I . I I 7 �. - -6 1 -I— 6 . I I � I . � I I . I , __ I I I f � d 1 6 . - 1 6 1 . . Ll ~ 1 6 . . 1111-1 . �� . -./_/YDP,MVLVC T)SSICM MO.57'69EMOTE ,QRE:A(l) .. . I 1.1/ I I � I t� '� OF 4.4 __ -/,?C?S PDD) rION - OFFICE � SHOP ' I I 1 6 � I I I I I I 1 61 L I I I -1/,0,3- G�P VA- AT .T17, 1.7 P,r/ P r RE F. A01H7' 4. 1 1 1 � Ir . ____ Amp 1 1 � 1. � I .1 I I I ' . I � - . I . %. � I - � . W10 .5pA'l?4r_L&iz.s ('") L ' - ' I . - . - -A%VAW*WW*AW-U.�_-- � , � � . , I - 5&,A*. . I I '' _ _" I I 11 I 1. I I I � - - . Ze � fp c'n . . - L)�i�,Ay,'2� 001048 1 . I I � I . . I I r�, Clo/y)'A�RCT40plll , � . - MP � - . I - � I . I . I—, I � 11 I . . � I :9 __4 1 1 � I I . ppom � � I I � 1.0 - it . I I I I , 11 I cp I � I " ATWELP INDUSTRIES . 4C. , RAMDOLY14 MA, " " . � . IL �' - I I . 1 I � _ - -� �� I I I ,� I I .� .4 *Pw.3 5w 1 -I I � . - . I I I - � I I � . I ' ' I . � . . � I . 11 I �� - 1. � � � - -�. . � - � d i- - * - - :11 - 11 z I I r I I . . , I I - I I 11 I "-0;: , I . . .1 - 1. � ' - - . _c I I . � � '� . ' ' I I LONG � , JOB NCL - -7 -B 1�1� � - - I � I � . I 1. � I I I'll I I . '. DRPWN ,BY ,.,.R, ,F- Du /0 15 8 A I . � . I . . I i � � �.- I d . I - I - - I '. . � j 'L _ '':' I I I I I . I � - I � � .-..... - - r. . I � NTE. /0 _Z0, 0/8 ,ZALE� V M' I � - - .11 . I i � I I I I � 1� . ir I � - � , � . t. , I I - . I I � . . . I I . I I - . . V ' - 1 " ' . ' I . 1 I . .. � 1% . � 11 � . I I . . I '�. I , " ;'- ' . I I - I I I I . __ I I I I , I I I I . . I I I'-, ��- �',"I - ,- L . I .. . � I I .- I I . .' . .� h I - __ - . �' - . I ��11 I . � ; . I I . � . " 1, :I �� . . � ' � , ' I I I I I � I I � - - 1, � . 4.. '... .. ..' I � . I I . I '� � t I �- �. I . I I ' I I I I � I I ' - 11 ' I . d I .. ... I . . 11 . ,, .1 w I :� , . I � .. . I A I � � - . . 1-1 I !�" � . - - I . I I 1. .� "�.1, .' I . "' ' I. I I I I d I I - . . . . I � - � - I ". I I - _� , � 1� 1. I � I I� . ��' - I; d I I 11 .� � . I. L . . I .1 �I I " " ," � :� .1 � I .� . I . ,1, . . . . I I d I I � - . I - "�_'_. . __ I " � : - -1 � . I d T- .. I . .�'"'. I :� . . I . '_�I . - a . " . ' . I I .. . . . I I I I . - ' I I _� . I _ � � I . . I l! " - . � , -* . - '.:�' -,.� . � . � . I d � . �� I I I I . I I I I 11 '_ - -I - I e'i - I - I . . I I . 1." , � I I I - .�I I I "�.� I I .1 ._� - ,- , . , . '� . � ... :.I - I - . " . � . .. - I I I � _' . I I . I I I I I . I I . . I � . , . " .. . I I . . .' .1 I - I . . I � 'I" '. - I . � .. . -1 "I I I �-.d-_:.I . . ,"�� -1- - . . I I I .1 �, - ' ' - - I . I I.... � I . � I I d . ,� I '.�' . . � I ,,, d - - I _. I " � - I I - -' I __ � , , - , - '. I'. - . �_..-� . _11� " . I I I � . I � �' '' I , I - I �. . '� � � I , �,. - ;t . . � ��z_.:'..1:111 I � �' I�1' �_.-c r' �11 I 1. � 1, � � � I I I I . I � L I I � I " . � - .1 � . -, . I I . I � I I I .. � - � - . . �. �: I . I - I -1 . I '* ' � I <! (1) I @_ . ______ s'V�" 11 . . I. $ V1.6-ki 'p " I � , I � , I , I - - I I I I i (I I I ",=- I I i ' I I I � I I i I " I I I I iz; I I I I I I - j 'I � I I il (' I � (�_jl X1 I , - , 11 ,1 -4 1 1 _p � f 1. <4�6 � . ,I tl j I � 1 I i, z � I -.--" t I! " �T� $ -1 .-I- - i I I I 11 1 1 it 11 4 1 - I I ' I 0 I-'e" I (I � Ill t - I I I I I I . I I I 11 � I � 9 I �� , , I � I I � - I d I I I � I 11 I � I - . .I r I I - � I I I I I . I .d I I 1. I '� . I I --- � I . � �I I " ' . I � 11 � . . �- � 11� � � ' r I I . . - . �11 . , �,:;� 4 . I. ,� I I � I. I . . . - __ I I . � , I I I � I . - . I I I I �� , '' . , r � I I , � I I __I---__ __---___ _�' � I � � I i . j '� � I - - '_'_ -_ � -_ I L 'e . "I I- I I I _ . I ,� I - 100M.W.Worms N!FAIIN,l.p.owp"vp�monw~Op-o - .d. . � �..... - .--- I I - I � . � � , ._____l____ I--------------- _______.______l__ 11 - , - I I � - I � - . . - I I � . I I � � I I I I � � I I � I I . . . I I . I I I � . I I . I - - � � I - �