620 112TH ST SE SPACE 208 2020-02-25

1 SECTION 2.0 POST SPACING,POST TYPE AND FOOTING SIZE FOR LATTICE COVER Ground Snow Load: 42 psf Live Load: 20 psf Roof Design Load 35 psf Wind Speed: 130 MPH EXPOSURE C or 150 MPH EXPOSURE B Seismic Ss=100% Seismic Design Category D Freestanding or Attached aideradr ro' silk 10 eibk 8122 wWraellQY aWlbOesY aWFe4r3"d euMefeeling Y ebfeiealned" o r 11.41 aWNa03Y amlekmned ablelhar3Y 7btlaLLr Cambfled Lombard 020:122d Ctnetard 2•00811 ed CMieMtl Contained Climbed Ca2arad Con3YW Calebened Conbedd 06 Mb 4Ift Fading ON ub MM Up. Fo0th11a) ttb MM Up[* Pasta 116 trlb MM Up* Frees 021 41$ MM UMI* Foa03(M) Mb MM 1121 Rang lin) ffi Wm 11p5* halm(16 40 MM WON hatini(MJ Mb Min 51*5 0a31$6) bib Ma UPIIR Footing Ml kb Mb Up* Fears On) 110 Mb Up. Foam OM Pea Odes Waal W. Pett Pi40n{ Ms Pat23 Pat recta Ma PosttMph Pat P etbl We Pea La. Pae Pea4 Ma Pat len. Pott 0014 Maderbin3 Pat 102'3 145222112.11 Nae Foam Mocha wadi Pea hang Mix Fait Lon. Pew 400• PlIns Flit Langth 14t Mini IW Pot tomtit Pae wog Ma PtaLan24 7 a IMI 4 17' IV Toa 4 fa 12' 1s Tar tat V 11 74 81.' Tan MI 4 12' 121 I1,r�� 14. la 12 11 . Mt V 17 12 38 71Ie M4 ,y I 1Y 14 Tea las V 37 34 � T4na M1 /1 1r 3'10 Ta IMI 4 17' SP AS Mat tlmm 1 11 14 iWae lira1 V 22' >4 00 ODB 104" A 84M417 14" 74" A 0,1' A S3" A Meas A 417' A 44" A 34" A 8 A 414717'•' 1.401 /-V' A 17 21 1 U 84' 17 21 31 3 44" 17 28 31 M 747 1 17 27 10 32 74" 1 II 27 1 31 1.1" 11 21 20 51 014" I 3 266 29 30 41" C 18 26 3 M 47" C 21 35 28 29 54" C 3 22 27 29 4110' C 19 24 27 21 44' C 19 24 27 28 DaW 891x' 11.25 1427 C 11 52 13 37 3127 19 31 15 57 374" 20 11 54 23 11117 0 20 80 84 M 144' D 3 30 13 15 .103" 21 1 21 55 410' D 21 29 32 34 47" 0 21 29 31 34 441" 0 21 28 31 M "14' 0 22 28 31 56 741" D 3 27 30 32 7'4• D 3 27 10 Q Double a" .5" WI MT C 11 21 32 M 11-1" 19 1 12 34 147 3 25 33 M 2017" C 13 21 31 33 Y-/" C 30 27 84 22 44" 20 27 30 12 411" D 200 27 ID 31 84" O 20 27 30 31 64." D 21 1 79 31 13" D 21 21 1 M 7,• D 21 2$ 28 20 427 D 22 24 29 M 3868MNC IAM 18-10" D 20 23 57 M 154" 20 3 36 86 14'-7" 21 32 35 25 1547 0 21 11 M 37 13110" D 21 30 24 36 112" 21 80 31 SS 1174" D 21 78 3 a 147 D 21 29 32 34 14" 0 21 1 61 32 740" b 31 27 80 22 71" D 21 27 80 11 474" D 11 26 29 51 1401401 C L1.33241" 0 52 M 81 41 184" 22 84 SI 40 17'4" 3 14 37 11 74" 0 3 M 80 31 1455" 0 3 3 85 17 1840' 21 15 M B7 13'0" 0 25 8I 84 21 12'7" 0 22 31 34 M 114' D 25 80 13 11 1214" D 21 SO 35 3 94" D 21 35 30 14 447 0 21 1 31 3 120140 C 1405 +3114" 0 1 17 41 45 228113" 24 36 40 45 334" 24 M 40 Q 3310" E 21 M 40 42 2410' 1 29 15 II 41 7142" 21 M 29 41 11747' E 28 14 31 40 144' 1 25 34 U 40 1711• 0 27 33 17 19 134" • 27 33 M 35 .214" 0 27 33 Si 38 1416" 0 27 1 35 37 13641•1548tWC 11.21 214 D 25 37 41 45 14111• 24 97 41 Q 2451" _ 23 3/ 40 41 1113" I 25 30 40 42 24" E 21 II II 42 3142 21 35 29 42 2111• 3 27 II 38 41 2410" • 17 13 M 41 1411 N 23 35 M 41 114' H 31 M M 40 714 N 21 38 1 40 118" I 20 55 57 51 D AM146 Steil C MS 2714' 0 24 38 Q 14 114" 23 37 41 44 2347 1 S7 41 a 2411" E 21 37 41 43 21W • 27 M 40 42 2711" 77 M 40 42 574" N 27 15 40 Q 234" H 26 88 M Q *1' H 22 35 30 4124401 I M 33 M 14 41 0" I 30 33 M 41 144' I 10 34 II 40 13441212412441C17"8M.IC 1A21 11E 25 31 Q M 2214' 26 25 Q 45 24.5" 1 38 41 41 514" 1 27 M 42 44 2411" H 21 4•17 41 44 2121 17 41 44 i13LT H 1 37 41 43 20_" H 29 17 41 43 242" 1 M 81 40 48-..-21.4" I 21 M 40 42_,Z24" J 31 36 40 43 330 1 32 M 19 42 . . rn 1... .T;ro 1 r.'. •.-;Qf I. ... r n i.- Foam' M FUOMI 12 + I. ...roe . . ..n 141 ... In r.. .., Pat rears Alta la li Pat Footing IMAM Lop Fat FOtbg 10000(4.24. Pat Sada Ma Pat lars0 Pot Was Ma Pod 4124. M Mae MooPerim/A Pat Footing Ms Font Lome Pot rows trandrealmean let hang Mr Pat L4424 M Mho Ma halm. M Excell WmPatl.405 M Pot4 Mer Pat lml0 Hu* 08{15 as Jae al 8' 12' 14 7 Wise 110 5' 22' 11 721 7Wp b4 I' 17' 1V 4' Tor tai V 12' 1V 1L8' 1W. 010 `' ,3' SV 31 Mee 1101 V 11' 12 88' lova 011 1 17 13' 31 Tree 00 8 3Y 14 20.[ 7Wr 011 8 12' 1r 11 701 Oa 8 3Y =V Top m1 4 12' 11 Nei W1 V 122 14 Ons OM 3'4" A 517• A 2W' A 2 7" A 24" A 3 A 212" A 71.0" A 111 A 147 A 14" 14" A 0A47e7s1" 1204 44" C 15 23 27 M 44' C 11 21 21 10 314" C 57 26 51 M 47 C 11 26 23 31 34" C V 25 29 31 24" C 19 27 10 31 9'4• C 19 27 10 3 170' C LI 23 31 51 1137 C 11 71 32 M 24" C 20 2 31 35 14" C 20 29 3 24 Y$" C 20 23 3 34 DAM L125 74" 3 17 27 70 31 04" D 25 27 30 21 45" 3 37 27 30 52 617 0 23 27 M M 417 0 1 27 M 23 401 0 1 27 30 22 43" D 23 27 M M 64" D 21 21 37 32 4.1" 0 1 1 11 M 1410" D 24 288 11 83 414' 0 34 25 12 34 44" 0 24 73 82 34 Double MS" 1221 018" 0 32 1 29 11 47 D 22 26 23 31 432" 0 32 26 29 51 44" 0 72 27 M 31 14" 0 12 27 20 61 54" D 25 27 30 3 3"417 0 18 17 BD 32 44D 35 29 31 12 4b' D 21 81 51 3 44" 0 228 23 91 II 4W' 0 211 21 23 24 44" 3 23 13 51 34+ 114Mal C LAOS 41" 0 31 M 3 30 47 3 21 20 28 20 42" D 80 M 21 50 4121' 0 21 26 1 51 4.7" D 30 10 29 31 44• 0 3 27 30 11 411' 0 21 27 30 32 411" D 21 21 31 32 313' 0 21 2I 31 28 814 D 21 78 57 3 sr D 21 21 3 34 24" D 31 23 3 U 144 1051C 1114 2141" 0 3 22 21 3 717" D 28 1 31 3 77 0 3 21 21 22 611" D 23 1 11 51 44" D 3 28 31 32 5110" D 73 23 II 32 401 0 23 35 31 32 44" D 15 21 51 12 34" D 34 36 81 3 447 D 21 2$ 11 M 47 0 25 31 32 34 41.0" 3 25 29 32 24 1265.11C LAOS 2354' H 28 31 55 39 120" H 21 2 25 1 12.2" H 40 M 55 37 117 H 23 52 3 37 7111" H 40 52 M M 204" H 21 32 M 11 2004" H 25 35 25 31 141" H 26 32 M M 401 N 23 3 M 86 14" 1 23 33 M 1144' I 29 51 M 382 5W I M 33 51 81 Dada 313641C 11.26 184" t 10 M 37 M 1541' I 30 U 87 31 183" 1 42 34 37 M 244" I 11 14 U 40 243" 1 44 54 M 40 130 I 51 34 35 40 1310' 1 31 14 21 40 17-37 J 22 15 36 42 721/" J 82 35 M 41 234-7 J U 35 89 41 114' J 32 M 3/ 42 114" J 22 ss 85 41 D ada 145 SWIG 1225 78-11 I 33 54 21 40 347 J M 35 M 41 374° 3 45 53 3/ 41 17-2" 3 82 25 M 41 147 3 40 M M 42 110' J 31 12 33 Q 14.7' J 3 M 40 42 141" J 30 86 40 Q 147 3 54 M 40 45 147 3 14 M 40 43 34W J 24 37 41 Q 2444' 3 84 17 41 45 DaaNa126Steil C 11.3 214" J 35 35 1 41 411411" J 11 36 40 42 304" 1 47 26 40 42 10.0' J 34 37 43 43 21.1' J 41 57 41 43 194" J 33 57 41 44 1411' 1 35 M 42 44 3317" J M M 45 45 LW L 38 21 42 45 114' L B8 M 41 43 .174" L 57 51 48 48 1714' L 27 M 43 41 mak 040 0ule Ground Snow Load: 42 n f Live Load: 20 Taro9J'psf Roof Design Load 35 psf Wind Speed: 140 MPH EXPOSURE C or 150 MPH EXPOSURE B Seismic Ss= 100% Seismic Design Category D Freestanding or Attached ,. alhyY euMe "d" afa4932"47 aWfootIned• aWfea red abieb4 I9"d nth Waned able 'd" atlebe2ro'r able fears'11" ableAlM1'd 44 kW 5. Constrained Cadnlnd Cantata OS.0iled Cn013W.d m1Mtrelnd Cata0V nod - CHletr•iad CM4IIsd anksIned Cw.MYnd dr0niled 170 Mb Uplift Rata On) Mb MM UPMC kaki On) t10 Ma Up11* FaM3Ml Mt Ma 141131 Fooes014 Mb Ma Ups* Foam MO V0 MM Uplift Praia 26 tri Ma Uplift Feah30r4 bb Mn 42111 Nees 121 Mb MM Up* PooM4 I) lb MM UPI* kali On) alb Mb Upik Poona On) too MM 11318 Footing MO Pea Nati MMM 405. Pont Faw5 Mat Pot With Pse Haas Ma Pat2Opa M 0t4 11aPeat WW. Pea roans Mw Pattap1 Pot 0000 MM Pat Walt Nat P4*3 Marcel Len. 444 hake MaPat 1o60 Per PO*3 Mahe L POM has Maham. Na 0etis Alec hallo. Pea F"aW Ma0041 $ Hear Dao X 2182 MI 1 12' 1S 221 lone Ont 1 17 1.1 ts' 14 (Ml V 11' 11 1 710s Ml 1 17 14iteo IMI V 37' 34 4' Trp fa I" 27' 12 41' Tr 114 4 12' 33' 4 141 3lnl 8' 1r 33' '18 Tne OM V 12' 131 V Tae Ona V 12' 14 t1 tine Pod V 12' 15' 7 Ta 01 V 221 14 Oe Pleb 01510 104` A 1-11" A 47 A 640" A 312" A 41T 417 A 311' A 45" 111" A 2111" A z- 0.0041344 (104 2'4' A 16 10 3 35 4.4" A 13 21 12 M 14" 1 3 23 52 54 7-5o 1 11 1 11 1 47 3 27 20 M 41" C 19 27 30 11 401 19 1 29 51 54" C 20 20 18 M 4170" C 1 3 22 M KM 20 25 3 19 44" C 20 28 1 30 417 C 20 1 1 21 DaW6"1." LASS 144' C 20 M 87 M 242" C 20 32 311 24 224" C 31 12 M M 114" 0 21 31 33 37 144" 22 31 24 M 47" 0 72 M 23 15 411" 21 1 31 54 14' D 28 3 82 34 7111" D 3 11 18 1 7' 1 28 51 U 74" D 24 3 31 11 447 D 24 17 30 32 Double 2265" 1225 1217" C 3 M 24 30 112" C 1 M 33 BS 114" C 20 10 U 53 104" C 21 1 3 M 44" 21 21 11 Ii 45' D 21 1 11 22 111" 22 27 M M 74" D 21 27 M 31 74" 0 22 15 21 11 0110' 33 26 M 1 44" 0 23 28 1 31 47 0 1 35 19 33 11364.42 MS 74201 3 31 24 81 40 1214" 0 3 84 37 31 14.7" 0 1 M 17 59 124" D 22 R M 31 122" 22 31 15 57 31801 D 22 30 Si 3 14" 3 23 20 34 7114' D 22 25 22 M 77 0 21 21 22 3 r V•' 73 27 30 33 41' D 3 27 1 31 401 D 22 25 1 81 1443441c UM 111" 5 22 36 40 Q 184" 7 0 23 I6 39 42 170 23 35 11 41 144" 0 24 34 37 M 73'3724 M 16 M 11.7"2D 24 87 M M 117 24 31 55 17 704" 3 23 51 14 35 115" 0 13 30 M 35� 410" 13 79 32 34 11" 0 21 1 32 34 RT D 21 3 31 $5 1262:441C 1A05 314" 0 24 31 42 45 47D 73 M 42 44 114• I 3 37 41 44 12 2 I 27 37 4 48 314' 27 OS 40 41 117 E 1 35 M 43 174" 35 55 M 41 1314' a 21 34 13 40 1141' 0 3 1 37 18 1411" 29 M 57 31 334" H 1 M M M 124" H 29 53 33 M ' o DW303aa12 1424 2811 0 25 16 48 45 " E 3 47 31 41 43 2E 25 31 Q 44 2241• E 27 57 41 44 210 1 57 41 a 74-10" i 21 M 40 45 71.11" 1 36 40 42 I94" H M M 40 42 144" H 31 15 M 41 177 I 11 35 M 43 164" I 51 34 M 40 11" I 11 54 M 40 ubISSI IC IAte 27'4' D 23 Q 19 4s 714' I 21 7/ 45 46 �3'-11' E 25 31 43 43 742 [ 7J i# 42 44 2911' 75 17 Q 44 22'3" H 1 97 41 43 714" M 37 41 Q 117' 1 IS 31 40 41 11.1' 1 81 M 40 Q 734• 1 #2 M 40 42 I 38 M M 42 i1334" 1 #3 M M 41 04I4 D ouW1151MtC LAM 131"-1' 1 1 40 45 47 304" E 27 40 44 47 1213" I 21 40 44 47 1710' 4 29 30 43 M 114" 30 M 43 45 721•7• H 31 M 42 45 1413" a 51 M Q 441331 1 32 37 42 44 27.5" J 35 27 41 44 121.0" 1 3 87 41.!4'3 211-1-1' J 84 17 43 42 21" J_ 85 88 40 42 r A Mn ( halls On) 01$ MM 11p1i111 FooWN bI6 Ma Up8* Fa01M1)14 ab MM Up[* Feeling IQ tri MM WM Pea33Un) Mb Min WM PalaiOrd MO Min lJAit hoes Mi MM Mb Up1* halm$4 Mb Ma 14.1 hang 0.) 016 Min UPIM 5•804(41 $b W Foam)M) tit Min Uplit hang On) "2'. _ Pat hag Warelae3e I Pat haft 410Wtl.sth Pal Paths Ma PotLge I ht 10404 AW Pest1.s0 I Pot 0040 MaPne W. Pea 0aa# MMPptWph I Pat hare Ma Paateth I Pat Pacts MS let LA*I Pat Naas Ma halvah ha Pato We Paths* ht Feria etaM060 Pat Fa14 W7Palr. 1 004 On1M11 7.1 14" kw 741 5' 12' 11'A 217" Tan 1101 5' 3Y 131 55 Ma Ml V 12' It A 11' Tor 011 V 12' 21 ;4 741 001 4 12' 12 0'' Toa Ord 3' u' 11 13pr Two 011 9 f1' 13' 13177 lar Lal V 11' 12 lL1 Tar 011 4 1Y 14 lit ilea Oe1 4 I2' 1 7 Tao ani V 17 18 1SC Two 0d 1 121 11 A A 0.04390'0" TADS 311" C 10 37 3 33 INT C 1 17 20 82 I4" C 20 27 M 32 57 C 20 1 11 U 511'• C 1 28 12 15 57 C 20 3 32 54 ICY--111033,' C 22 1 M 84 74' C 21 23 33 14 24" C 21 M M 35_24' C 22 M M BS 24' C 21 M 34 21 14" C 21 IL 34 #I D ouble 1W (All 54" 0 24 27 30 3 67 D 24 27 30 32 540' 0 24 27 M 12 401 D 24 1 31 39 44' 0 34 28 Ii 3 4' D 23 1 32 54 41" D 25 1 82 34 4110" D 25 1 M 84 47 0 25 SO 13 95 47' 0 35 M M 31 447 0 25 M 54 35 47 1 25 31 34 M Dable2"0.3" 1AU 3117 D 28 27 39 51 51' D 24 27 312 32 44' 0 24 27 30 31 54• D 24 1 51 33 41" D 3s 28 81 53 447 0 24 1 51 34 44' D 24 1 52 24 44" D 24 1 55 54 44" D 25 M #3 3S 44" D 3 M 55 55 44• D 21 M M M 411' D 23 31 34 M 4654012 LAM 21,2" 0 22 27 30 32 4112" 0 22 27 1 82 417" D a 37 10 32 44• D 22 35 3 M 411" D 21 24 Al 15 3111• o 3 1 SI 34 34' 0 32 29 52 34 47 0 32 M 33 34 34" D 3 BD 33 55 34" 0 22 M M 11"85 30 22 M 34 35 37 0 3 11 14 BL h•' 140 SaeC LAM 7.1" D 1 1 51 52 5151 5 3 3 31 31.41" D 31 25 31 13 5117 0 23 3 21 3 401 D 25 33 31 13 34" 0 15 1 32 84 247 0 26 3 32 34 4.47 0 35 29 11 14 417' D 25 30 M M 441 D 25 30 33 55 44" D 3 30 54 SS 44 0 25 31 24 M 125SAC LAM 12'l" H M 52 55 57 774" H SO Ii M 57 117_ H 30 32 36 21 144' H 30 82 16 M 104" H 50 3 M 3S 403" H M M 51 25 401 H 31 33 10 M 914' 1 51 15 35 11 910' 1 31 M M M 84" I 31 33 M M I4' I 51 M 37 39 4.8" 5 31 S7 17 M Double 16.8aalC 1,11 14-1 I 12 54 87 M 147 I 8I U M 40 144" I 32 34 M 40 WM I M 34 85 40 144" J M 54 M 40 12117 1 31 M 56 41 124" 1 11 8S 1 41 124" 1 34 35 33 41 117 J 54 IS M 41 114' J a S5 31 41 3.14• 7 84 85 29 41470'41" J 24 M M 42 4. 114221.1463MIC LUG 174" 1 U 35 M 41 17.2" 1 34 15 M 41 147 .1 U 35 M 42 154" 1 54 24 M 3'7''41 1J SI M 40 42 342" J 35 85 40 Q 147 1 M M 40 43 14'4" 3 M M 40 45 344' 1 M 37 41 45 384" 1 SO 37 41 43 1144 J 30 37 41 43 11311" I 35 17 41 44 Double 12.7Ma1C IAM 20-21' J 51 15 40 Q W0' I 16 8 41 41 14.7" 1 IS 57 42 45 114" 1 37 37 41 44 131.7 J 17 M 41 44 11.7" J 37 M 42 43 147 L M M 42 45 3"-7 L 55 19 43 45 177 L M 11 43 45 174" L M 60 43 46 174" L M M 44 40 2414' L 40 40 44 46) Ground Snow Load: 42 psf Live Load: 20sf Roof Design Load 35 of Wind Speed: 140 MPH EIFOSPRE C or 160 MPH EXPOSURE B Seismic Ss= 100% Seismic Design Cat 'nr D Structures are Attached to Existing Building able Magn d" s•leb" able nell. able learned shin ahkfears'd MMebeneer cublefaaal"W awe+ 5'd" abkoUroY $5 ihMnl nen ate1babs'd WU 5.324 CaMtrand tblrimd Coranhad 2.Mkalna0 CM3Mdo d 027424192/ C04.Mild 2.A,Mabred Cankebd ti Cerrrd Ot44500 Co13Mlbld j. trb Mb UpSfl halal* Mb Ma WM 1340204 0b MM Uplift P440.53) 40 Mln Uplift FeaOm Ont Mt Mb Uplift Footing M) tri MM 446 FAINlinl 00 Mb WM FAA 1112 Mb Mln Uplift FoaMe Ml lb MM unit Fetal 122 tilt MM 1413 Foray On) 0b Mb Up[O Fiala Ord til MM UpIO ho1411,) Pot rows Wefts WA M hare MS ha Lar90 Pat roans Man Palm. Pat Fat4 Manna aph 01. Foaaa WNW WO Pont Poews MMPM WW1 M Footing Ms Fat ions& 0t Foaling 54S0091411ph Pet May MO Pont WO Pat FAG 3114 Palm. let 414019 Ms PetWVA Pat Popes MaPat440 Ilsdy DMA D6g5 V 142. no 1 17 14 Taw 711 5" 111 11 s.8 was lid 4 12' 14 Two 001 5' 17 14 W' hoe IMI 4 IIP 14 71142 Pod V 12' 14 ar Tae Ord 8 12' 15' 1 Ilia as V 17 14 14na Mi 1 12 34 1r,. �� ' 7' has Pod 4 27 18 00810 D 1144" A 8 A 111' 0.17 A 470" A ,3" A 4M A 411' A 5'4' A A A 441" A 0.0174•"d" IA04 44' A 11 21 24 25 8-W A 3 3 24 25 44" 3 3 24 1 719' 5 15 3 3s 1 214" I 19 3 3 1 64" C M 3 2s 27 47" C m 3 25 77 44' C 1 24 27 3 4411" C 1 25 27 1 47 C 20 21 24 25 418' C 1 1 1 80 410" C 1 1 1 11 DableMeV 1429 141" C 20 24 25 1 117 2 2 24 27 M 1747 21 24 27 28 314• D 31 75 27 25 707 D 22 25 1 M 47 D 3 3 3 30 8'41' D 1 1 1 M 611' 0 23 1 3 81 741x' 0 3 21 3 51 74' D 1 M 1 32 7.1• D 24 27 M 51 115' D 24 27 10 31 DNA 2"03" LAM 317' C 3 3 21 277 11'4' e 1 3 1 77 110 1 24 M I5 1711-2" C 21 24 37 35 14' D 21 14 17 1 OM 0 31 3 3 1 41' D 3 3 3 1 74" 0 3 25 3 M 757 D 3 26 3 M 5-30" D 3 25 25 M VW 0 3 26 1 11 04' D 3 1 1 61 1 ManedC 1206 31-10" 0 51 23 27 3 144' D 22 3 1 3 117" 3 20 25 29 127 0 22 25 1 M 114" 0 22 3 3 M 417 D 3 1 13 ID 54" 0 2 26 1 80 740' 0 52 25 25 M 77 D 12 M 1 30 56' D 22 1 1 M 41" D 3 3 3 30 317 0 22 3 1 17 14.31902 1106 2214 D 3 1 1 M 114" 0 3 3 29 51 177 3 1 1 31 2242 0 24 27 10 51 3471" D 24 27 M 32 1317" 0 24 27 M M 114" D 24 27 M 12 1214 0 25 1 31 32 47 D 3 25 11 82 410" D 3 24 51 M 14" D 3 25 3, 7°T D 3 25 11 12 120 Steele LAM 2510' 0 24 27 30 12 21.11" 0 3 26 51 M 34" 3 21 81 33 2310' 5 27 1 32 U 70,7" 2 27 M 24 M 186' E 1 30 11 3 2713" 9 1 M U BS 2614" 0 23 32 54 M 140" 11 21 31 34 55 144• 1 29 Si 3 27 314' H 29 10 57, 11' H 29 82 SS 87 Double M•BMWWC 1.431 24.0' D 23 27 M M 24-31" E 3 21 51 33 242" 1 1 M 34 3111" E 27 50 33 M 244' 5 26 80 M M 743D" i 3 31 U 35 1411" H 1 32 1S 37 194' H BD 32 15 M 144" H 31 35 M M 17-5' I 31 M 50 M 1214' 1 23 17 - , 22" I 82 53 27 33 DAM 246Steel C 11.24 2711' 0 3 34 51 33 2018' I 29 21 82 34 25-17 3 3 22 34 2414' I 27 30 M M 34" 5 3 BS 34 55 34' II 3 31 24 37 34" H 30 22 18 M 117 I 51 3 35 M 140" I 51 M 17 31 194" I 13 34 87 40 1440 1 55 34 M . 34" 1 3 85 M 41 Do,W 125SAC 1.165 3117' 0 1 31 M M 143" I 27 SD M 3S 243" 1 M 3 3 774' 6 29 31 24 M 24• H s6 32 35 27 113• H 31 33 85 M,2413". 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IRDS 87 C 1 27 1 If 47" C 20 27 M 52 76' C 1 27 M Al 141 C 20 1 31 53 1.7 C 20 1 51 3 14" C 30 1 32 34 11207' C 27 23 32 34 32" C 21 29 33 34 27 C 11 M 83 15 24° C 22 3S 33 27 C 21 M 34 SS 24" C 3 31 U M DAM 74' L115 67 D 14 27 10 53 OW 0 24 27 M 52 417 D 24 27 30 32 47' 0 24 U 21 33 S3' D 24 3 51 83 513' D 26 M 3 14 54" 0 1 1 1 54 447 0 21 29 3 34 124" D 25 30 33 BS 4'? 0 21 M 35 4'4" D M 54 35 27 E 33 51 34 M kali 741.7 1025 411' D 3 27 1 51 441 0 24 37 1 82 56' D 24 37 M 32 3-3" 0 24 3 31 3 511" 0 24 21 31 3 441" 0 24 21 22 54 44' D 24 39 22 54 47 D 24 1 53 14 44' 0 23 1 SS 35 47 0 25,; 30 M 35 444' D 30 84 36 44' 0 3 81 34 M 11034'C 11.01 4" D 3 27 1 31 4111' 0 3 17 30 32 (-7" 0 3 27 30 32 47 D 22 25 M 33 44" 0 3 1 32 24 4110 D 3 1 31 54 11' D U 29 12 34 517" 0 22 1 a M 84" D 27 50 33 35 43" D 1 30 3 3 74" D 22 M M 30 14" D 3 51 34 38 14dated 6 LAM 74" D 3 1 31 82 4-2" 0 25 27 M 32 6'4" D 25 27 21 3 447 D 25 3 23 11 401 0 11 28 31 I3 14" 0 3 1 51 M 47 D 3 22 33 M 440' 0 23 1 M 54 44" 0 35 M M 15 44" D 1 30 3 35 25 10 U M 4'-" D 3 31 U M 3630,46 UM 31" H 30 52 SS 57 214" H M 21 M 37 11'4' N 30 31 St 39 11.8" N M 11 84 55 24' H 30 50 34 35 411' H M M 11 M 47" H 31 l0 33 35 /4' I 31 30 33 15 940" I 11 M 3 30 ,1" I I M M M , 31 1 84 M 54" I 51 81 M M Made 326 SalC (1.25 267 I 3 24 37 M 141' I 32 15 37 M 24'4" I 30 M 67 M 334' I 33 33 M M 34' 3 M M 36 3s 33170' 3 M 3 ea 65 34' J 33 52 15 57 127 J 34 11 33 57 3W I U 31 s5 h I 6 31 es 57 11711 J 14 31 84 M 2411" 3 34 31 24 M Dealt3•IILdC U1 171' J 54 25 4 41 171' 1 24 35 M 41 14.01 1 34 3 M 40 104' J M M M 40 347 3 53 34 sr 40 1&" J M 14 37 11 144" 2 15 15 17 M 141' 1 M M 57 81 21.'-0" 3 33 3 51 M 1 M M 35 3 3 M M 11 15 34." J M M se s1 D ada 12.51M1C. LA1 114' 1 31 36 40 41 204 1 M 25 40 43 317' I 84 M 40 42 WM 1 37 SI 40 Q 1411" J $7 33 M Q 317' 1 57 15 89 41 34" L M 3S M 42 14' L M DS M 41 17'4' L M M M 41 M " L M M M 41 34" L 40 PI JS 40 Pour!04071 Building Products cad Putnam.P.E. I $r�'t= I NA 3006 Veteran's Mounds!Hwy Lµ1 MARC V 44404 rU ter `�� '.I Zs, kSg10 Eyy�P1abnDok,1.r11747 G1415.* s �C0� %GE:N$FO (641)363'4000 (434)384.1314 a� �' o 72'8OPE ;y� 4.Q �' 9 ,N. fir: t' P-11214 ,�/; ,Vit. 1, 4_39660,., iO sN N� O isTE'xv ,Orb # qj OFA'" Fnry SCM"m.naa.ICY•.FAR 1953 12.0015 IQy1 1J9Rnni� Pair`s 0`921 ___.. , S`st ,., ONA[. 1 SRC �3 1� SEP 21 2017 'I EXPIRES:DEC 31,21i ;