Nevada County (Out of town) (PIC 5-N) (251 images)

: . BVIE cole = Stringers : “ sur] = 7 ; ak x eenisenn 216 lagging m = = 5 fe be set cn neutral ass cf rib be place section Crs pourea To be lettinELEY, wood Sleeks (not shewn) used Pe supper Working Platform +9” A re ee sheping ee ee 2 — eae forms are remored. ) . 5 Lae \ = fRneIOt eof eS ose! ’ reel ECE C oy \ a oS [ ip\e ‘ Z Zi Ge 4 z AE fd Se ihe . at aan n pert tee 398 ee ye.2 . pe 4 K10% 14-0 ae Cape ¥ =—— ~ “ Sea Pe yi 5 Ne] Size Z 27 [70 Vex ve [axe mE 77 ar Z >a : q A a we [ere st _. 16410 32 wae 4 = o — Zs Lael ’ — — Ba Z Elev (IIT56 Buse = & are Peer ‘A Ane 22651926 a = . ie 5 5 Cops (cama r Fae Zz & Us lower ils_wpper e ent * Bent) Bent °Z 16. er 3 650. I nm eringers Fu, itringers 3. “ Rib boring pasa * Bent #, "s Bent % . @ ich rs or Ja. K r_ L_. Segments eet fo curve ofradi?. s_. Cops «. v_. srworking 2207s Fer pln “02 Fests For Working FE Bracing fer Working pletTe Bracing xs Tm ES" = “ee = Cd i7 Bent ¢“4 finga EEE ef Eae ee . in bento 56 . ae se . mie é Footings For :jsamecy PAM*9 mest be mose Sem nd 80: 0d fe prevent settlem,, o Use cribs Wf poles “net be driven ae jegena! bracing Brocing . Brecing en rib boxing oe . Sepperts Fer Arch rib broces 20} i Fe~ working pleiterm 5 wel DeerePT 7& . . Fiesr \ ——————_ i eed Locotien —— aa Pa) ——_\ ae ~ IF =, 1-410 (eet Fe s120, Pests Bents F5-we a £4 4 bebe ploplaced Brocing Yrecing te eniesinilne ape a Mark 740 . zx A —Eer test 98, [ze BILL OF MATERIAL = ——_—__ Above timber to be Douglas Fir except lagging when ‘may be pine. ja i cut es shown. 120 6184 1-8" White Ook Wedges ‘7 ELevatTion A (Rats supporting floor system & ‘ oe : . AS BUILT PLANS i Ni e . 9 HO" a 4 A a ‘! 5 All verticals to be fied egetber with Vc wire of canter a\ AGE CLL) CLAEED = \Boors woth 210° —— las 5 ’ capable of corrying 2 Teas per Spoce Foot, without settlement. : Elevations shown inclede camber allowance Contract No Falsemerk must net be lewered until BB days has elapsed : Q a2 searing /peial? 30 03 feared settlémert under lood tom sills must be firmly set teen even bearing e a e = Q on end great core used te secure tight fits at soints and 2 i oO Q Ai logging used on arch rib te be tongue and grooved and surfaces on sige in contact mith concrete Carpenter work must be first class in all perticvlars be poured in the The twe ribs to ® x \ N >! Pp 2904299 atier the last hey has been poured. oe ry s Wedges must be remeved uniformly andgradvally, beginning af rhe cremn and mocking feward the Spring! 4 H ing \ 30 o ee bine. ‘ Aver ribs tebe strvca bi fore *he pertien cf the briege obec i = '9 a them 13 built i / Se oOo — eT. Qe iH ier or 23) ‘\ le joe) aa ; i weeges _ 0 AO 26-04 = ~ a p-at See > : = i ? = = ' = A he oe . Np CEO LONCRE TE ARCH g = ACROSS Z LE FORK OF YUBA RIVER FALSEWORK: ee Seale Lt 423. [No description of available].

: . BVIE cole = Stringers : “ sur] = 7 ; ak x eenisenn 216 lagging m = = 5 fe be set cn neutral ass cf rib be place section Crs pourea To be lettinELEY, wood Sleeks (not shewn) used Pe supper Working Platform +9” A re ee sheping ee ee 2 — eae forms are remored. ) . 5 Lae \ = fRneIOt eof eS ose! ’ reel ECE C oy \ a oS [ ip\e ‘ Z Zi Ge 4 z AE fd Se ihe . at aan n pert tee 398 ee ye.2 . pe 4 K10% 14-0 ae Cape ¥ =—— ~ “ Sea Pe yi 5 Ne] Size Z 27 [70 Vex ve [axe mE 77 ar Z >a : q A a we [ere st _. 16410 32 wae 4 = o — Zs Lael ’ — — Ba Z Elev (IIT56 Buse = & are Peer ‘A Ane 22651926 a = . ie 5 5 Cops (cama r Fae Zz & Us lower ils_wpper e ent * Bent) Bent °Z 16. er 3 650. I nm eringers Fu, itringers 3. “ Rib boring pasa * Bent #, "s Bent % . @ ich rs or Ja. K r_ L_. Segments eet fo curve ofradi?. s_. Cops «. v_. srworking 2207s Fer pln “02 Fests For Working FE Bracing fer Working pletTe Bracing xs Tm ES" = “ee = Cd i7 Bent ¢“4 finga EEE ef Eae ee . in bento 56 . ae se . mie é Footings For :jsamecy PAM*9 mest be mose Sem nd 80: 0d fe prevent settlem,, o Use cribs Wf poles “net be driven ae jegena! bracing Brocing

. Brecing en rib boxing oe . Sepperts Fer Arch rib broces 20} i Fe~ working pleiterm 5 wel DeerePT 7& . . Fiesr \ ——————_ i eed Locotien —— aa Pa) ——_\ ae ~ IF =, 1-410 (eet Fe s120, Pests Bents F5-we a £4 4 bebe ploplaced Brocing Yrecing te eniesinilne ape a Mark 740 . zx A —Eer test 98, [ze BILL OF MATERIAL = ——_—__ Above timber to be Douglas Fir except lagging when ‘may be pine. ja i cut es shown. 120 6184 1-8" White Ook Wedges ‘7 ELevatTion A (Rats supporting floor system & ‘ oe : . AS BUILT PLANS i Ni e . 9 HO" a 4 A a ‘! 5 All verticals to be fied egetber with Vc wire of canter a\ AGE CLL) CLAEED = \Boors woth 210° —— las 5 ’ capable of corrying 2 Teas per Spoce Foot, without settlement. : Elevations shown inclede camber allowance Contract No Falsemerk must net be lewered until BB days has elapsed : Q a2 searing /peial? 30 03 feared settlémert under lood tom sills must be firmly set teen even bearing e a e = Q on end great core used te secure tight fits at soints and 2 i oO Q Ai logging used on arch rib te be tongue and grooved and surfaces on sige in contact mith concrete Carpenter work must be first class in all perticvlars be poured in the The twe ribs to ® x \ N >! Pp 2904299 atier the last hey has been poured. oe ry s Wedges must be remeved uniformly andgradvally, beginning af rhe cremn and mocking feward the Spring! 4 H ing \ 30 o ee bine. ‘ Aver ribs tebe strvca bi fore *he pertien cf the briege obec i = '9 a them 13 built i / Se oOo — eT. Qe iH ier or 23) ‘\ le joe) aa ; i weeges _ 0 AO 26-04 = ~ a p-at See > : = i ? = = ' = A he oe . Np CEO LONCRE TE ARCH g = ACROSS Z LE FORK OF YUBA RIVER FALSEWORK: ee Seale Lt 423. [No description of available].