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Description and valuation of a Two-story brick constructed Building 26'0" x 97'XO" used as YLMTY OFFICXS' and known on Plot Plan as (Not including adjoining walls of Building #28) BELOIY GROUND Limestone rubble masonry footing and foundation walls, laid in lime mortar, excavation 4'0'' dee~ Piers - Limestone footing and brick piers , laid in lime and cement mortar, excavation 4 ' 0" deep concrete fouindaeion Walls to Vault;, excavation 3 ' 0" deep 1318 -73 Bees & Superintendence 5% - 24" common b r i c k w a l l s , 18" high, laid i n lime and cement mortar, 13" brick wall, 25'0" high, laid in lime and oement mortar, struck joints one side, 2-coat lead and oil painting one side, 12'0" high, 13" parapet, walls 24" high, struck joints 2 sides, 4" x 21" brick pilaster, 25'0" high, lime an8 cemht mortar, struck joints 1 side, 9" common brWk p a r t it ion wall, 13 '0" high 113" brick wall to Vault, 25'0" high

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Description and valuat ion of a Two-story br ick constructed Building

26'0" x 97'XO" used a s YLMTY OFFICXS'

and known on Plo t P l an as

(Not including adjoining walls of Building #28)

BELOIY GROUND

Limestone rubble masonry foot ing and foundation walls, l a i d i n lime mortar, excavation 4'0'' d e e ~ P i e r s - Limestone foot ing and b r i ck p i e r s , l a i d i n lime and cement mortar, excavation 4 ' 0" deep concrete fouindaeion Walls t o Vault;, excavation 3 ' 0" deep 1318 -73

Bees & Superintendence 5% -

24" common b r i ck wal l s , 18" high, l a i d i n lime and cement mortar, 13" brick w a l l , 25'0" high, l a i d i n lime and oement mortar, s t ruck joints one s ide , 2-coat lead and o i l pa in t ing one s ide , 12'0" high, 13" parapet, walls 24" h igh , s t ruck joints 2 s i d e s , 4" x 21" br ick p i l a s t e r , 25'0" high, lime an8 c e m h t mortar, s t ruck joints 1 s i d e , 9" common brWk pa r t it ion wal l , 13 '0" high 113" brick wal l t o Vault, 25'0" high

Glazed oak f ron t entrance door with 19' s i d e paneled s ash, glazed, i n 3 - l i g h t s , 1%" - pine transom sash, hinged f ramo and transom bar; painted, shel laced and varnished, Pine s i d e entrance door, glazed, with transom sash, painted 2 s ides , J.J. Taylor Vault doors with s t e e l p l a t e ves t ibu le , with angle frame

1st Floor - 1p' sash , double hung box frame type , with center pivoted transom sash, sandstone s i l l , moulded Georgia p ine casing one s i d e with s t o o l and apron, 19 hingea and f i xed type, painted 2 s ides 2nd Floor - lF1 sash , double hung box frame ty-pe on 1st Floor, no transom sash

White Pine - 1st Floor - 12" x 12" pos t , 18'0" high, 12" x 12" x 36" b o l s t e r , 12" x 12 l1 beam. 2nd Floor - 10" x LO" pos t , 12'0" high, 10" x 10" x 36" bo l s t e r s , 10" x 10" beams

PLOOB

1st Floor - 1&'l x 4" T&G pine f loor ing , 2" x 10" j o i s t s , 16" cent e rs , 2" x 2" cross bridging

Building #25 contld

(3 1

FLOOR CONT 'D

Reinforces concrete floor s l a b t o V a u l t , 2nd reinforced with 24 - 1" x 7'6" rod lp x 4" Y&G pine f loor on j o i s t s , cross briaging , 8" concrete f loors t o Vault reinforced with 24 - 1" rods, 7 6" long 1232 34

F la t - 5-ply t a r and gravel, 2" pine l in ing on pine r a f t e r s , 6" concrete roof slab to 'Vault

INSIDE FINISH

1st Floor - 1" dressed mould, beaded joint , Georgia pine Office pa r t i t ion , 2 s ides , 12'0" high, shellac ana o i l finished 2 s ides , 1" +-round f loor ce i l ing s t r l D 2 s ides. ~ e o r k i a pine paneled door, with transom sash, Georgia pine p la in paneled doors , Georgia pine Lavatory pa r t i t ion , 6'6" high, with door 1" Georgia pine B.I. wall l in ing , on 2" x 4" fu r r ing s t r i p s , 36" centers , 2 w ~ s , shellac and varnish 1938 00

1st Floor - S t a i r s - Georgia pine - t reads , r i s e r s and cove mould w i t h 1 - 38" landing, moulded, Georgia pine haslarail and balns ter with newel Georgia pine beaded joint casing t o beam bolster and posts

Building #25 cont Id

(4 )

S t a i r s contv& - shellac and varnish, 1" Georgia pine B.J. ce i l ing , shellaced and varnished, 1" %-round f l o o r and ceLling s t r i p , Georgia pine 2nd Floor - 1" Georgia pine B. I . w a l l l i n ing t o part wall on 2" x 4" furring , shellaced and varnished, Georgia pine B.J. pa r t i t ion , 12'0" high, (same a s 1st Floor) painted 2-coat lead and o i l 2 s ides , p la in paneled Georgia pine doors with transom sash, s tained and varnished, p la in paneled cloors without transom sash, 1" WCD Georgia pine ce i l ing , 2-coat lead and o i l painted, Georgia pine Lavatory par t it ion as 1st Floor 2433.50

Fees & Superintendence 5% - 760.42 15968.89

T o t a l - # 17353.56

Descript ion ma valuat ion of a One-story br ick constructed Building

( I r r egu la r Shaped) 3xt;reme Outside Dimensions 29 '2" x 102 ' 0''

used as BAR'REL ST ORAGE and

known on Plo t P l an as

(Not inoluding adjoining walls of Buildings #28,#32,#33 & #35)

BELOEI GROUND

EXC AVAT I ON

To en t i r e a rea , average 10" deep

Limestone rubble masonry foot ing and foundation wa l l , s e t i n lime mortar, including exoavation 4'0" deep

FLOOR

6" concrete with cement t o p , 6" broken stone f i n i s h , c a s t i ron f l o o r a r a in an& t r a p s 1.l90,Zl

'pees b Superintendence 5% -

Front - 8" rock faced limestone base course, 48" high, with 2" hammer dressed, chamfered 13" common br ick backing, and 4-courses of 1" corbel ing, s e t i n lime mortar, 18" common br ick , 14'6" high w d l s t o remainder, with 4" x 27" p i l a s t e r , 1 0 1 0 1 high,

Buildings #27 & #34 c0nt ' 8

Front walls cont d - with 32" x 18" high x 8" lime-stone bases, 2" margin d r a f t s and rough pointed faces a d reveals , 13" x 7'0" parapet walls with 4" x 7'0" pro jec t ing arched cornice, 5'2" x 22" sandstone coping, 1" margin d r a f t with pointea top and faces throated and s e t i n l ime mortar, l ead and o i l pa in t ing t o i n s ide of Building, 14'6" high Rear and pa r t Side - 18" common br ick , 12'0" h igh , l a i d i n lime mortar, with 4" x 27" p i l a s t e r , 9'0" high, 18" x 30" parapet w a l l with cement coping Tunnel Xntrance w a l l - 13" br ick p a r t i t i o n , 13'0" high, s e t i n lime mortar, s t ruck joints 2 s i d e s , l ead and o i l painted 2 s i a e s , too led sandstone corbel

DOORS

1" MscDV Joint i n panels with c l e a r g lass l i g h t s , 1%" transom sash , c l e a r g lass l i g h t s , with pine frame, with semi c i r c u l a r heads, pa in ted , 4" s t e e l p l a t e , with #If x 2p s t r a p hinges, -2' ang;e frame, with -g x 2*" locking bar , 6" channel l i n t e l , pa in ted 2 s ides

1%" check r a i l sash , 12 - I t s pine frama, segment headed; pa in ted wire guards, sandst one sill.

Buildings #27 80 #34 cont 'd

( 3 )

White Pine - 8" x 12If roof beam, 1" x 20" - b o l t s nuts and washers 2 ends, #' d ia t i e rods, 31'6" long, 6" washer 2 ends, 34 cast i ron brackets , 561 f cas t i r o n w a l l brackets , 1" x 14" - b o l t s , wet nu t s and washer 2 ends

ROOF

5-ply t a r and gravel , 2" dressed mould l i n i n g , 3" x 12'' r a f t e r s , 18" centers , cold water pa in t ing underside, 12" galv i r o n f lash ing , p ine metal c lad , s c u t t l e 36" x 42" x 12" curb Roof Light - 4'0" x 8'0" - 3" x 12" curb, ga lv i ron f l a sh ing Roof Opening - 21" r i s e , 1p pine sash, ribbed wire g l a s s l i gh tn , 1" M%D ends, ga lv i ron r idge , painted Hoof l i g h t (same ag foregoing) 3'6" x 6'0" with 18" x 24" ga lv i ron v e n t i l a t o r , 24" high with damper 3" cas t i ron vent pipe

INTSRIOR FINISH

Par t i t i ons - 2" x 4" stud framing, 1" J&DV joint 2 s ides , 1" $-round f l o o r and c e i l i n g s t r i p , 2 s i d e s , lead and o i l painted 2 s ides Door - 1" h%DV joint i n pane l , glazed and wired paneled type with frame and moulded casing 2 s i d e s , o i l f inished Lavatory p a r t i t i o n 7'0" high , 2" x 4" s i l l and p l a t e , 2" x 4" s t u a s , lUI:%DV joint 1 s i d e ,

Buildings #27 & #34 con% Id

Lavatory p a r t i t i o n con t ld - o i l finished, 9" pla.s ter , with Reene f i n i s h on metal l a t h one s i d e 548.25

Fees & Superintendence 5% - 413.97 8693.28

~ o t a l - dij10850.40

Description an& valuat ion of a Two- tory b r i ck constructed Building

( I r r egu la r Shaped) Extreme Outside Dimensions 37'6" x 40'9"

used as STORES and.

known on Plo t Plan as

BUILDING #28

(Not including adjoining walls of Building #32)

BELQX GROUND

Bubble limestone masonry foundation walls a,nd foot ings , l a i d i n cement, including trench exc w a t ion, 4'0" deep Yiers - Limestone rubble masonry p i e r s with limestone pad, l a i d i n lime mortar, excavation 4'0" deep

FLOOR

1st Floor - 6" concrete with cement f i n i s h , and 12" broken s tone and cinder f i l l

Fees & Superintendence 5% - ABOVE GROUND

24" s tone base course, 48" high, including 8" x 15" rock face& limestone water courses , with 2" chamfered, 18" common brick wal l s , 27'4" high 13" c o F o n br ick w a l l , 4'0' ' high, 13" brick Gable wal l , 4" x 42" comrnon br ick arched pro jec t ing cornice

Building #28 cont la

( 2 )

4" x 27" x 27'4" common br ick p i l a s t e r , 4" x 27" x 24" common brick corbels , common brick t o chimney, breast s t ack , limestone hammer dressed padstone, 12" x 48" x 6" -

1st Floor - Paneled and glazed pine entrance door with transom sash, pine frame and transom bar, 3-coat lead and o i l pa in t ing 2 s ides , stone and concrete s t e p s , s t e e l p l a t e doors with angle i ron frame Attic - board m d bat ten doors with pine, p l m k frame, painted one s ide 114.60

1st Floor - 1g" checlr; rail. sash t;ype with semi c i r c u l a r top , c l e a r g l a s s l i g h t s , 5&" x 8" stone s i l l 2nd Floor - 13" check r a i l sash type with c l ea r g l a s s l i g h t , plank frame, 2" pine s t o o l , painted Att ic - Dormer windows , 4'0" x 10'0" long, 3 '6 " high, 7'0" high a t f r o n t , s l a t e c lad on 1*" pine sheathing, on 3" x 4" s tuds, 18" centers , 1 - 1p check rail sash window, 12-l ts 8" x 12" x 2" - 6" frame, 1" x 5" casing c l ad one s ide , Hoof - Double Pi tched - 3'0" x 10'0" - s l a t e 1&" pine l i n i n g , 2" x 4" r a f t e r s , 18" centers ,

Building #28 cont Id

Roof contld - 18; g i r t , galv iron cornice, a1 10" galv i ron flashing, 34' g i r t

V6hite Pine - 1st Floor - 10" x 16" beams , 6" x 8" bols ter , 48" long, 6" x 8" wall bolster , 30" long, 2nd Floor - 9" d ia oak posts , 9'8" long, 6" x 14" white pine beams, 87 x 1511 x 48" bolster 8" x 14" x 30" wall 8" x 8" w a l l p la te 211 1011 11 I1

8" x 10" yur l ins , hlhite Pine 'trusses, each of - 1 - 10" x 10" x 10'0" top chord 2 - 10" x 10" x 14'0" r a f t e r s 2 - 10" x 14" x 14'0" posts 4 - 6" x 8" x 9'6" braces Iron Work - 1st Floor - 8" d i a cast i ron C O ~ W ~ S , 14' q" long, 120 cast i ron base, 120 $ " I t cap 1" dia t i e bol ts , 24" long 4" washer and nuts 2 ends, 1" dia bol ts , 34" long, 3" x 6" pipe separator, 4n Star washer & nuts 2 ends, 1" dia 48" long t i e bolt 1 - 10" and 1 - 6" Stax washer and nut 2 end 2nd Floor - I&'' dia bolt , 48" long, 1 - 10" ana 1 - 6" Star wa.sher, nuts 2 ends, 1" a ia t i e bol ts , 30" long, 4" washer 2 ends, 1" bolt 42" long, 4" washer and nuts 2 ends, 1" dia bo l t , 36" long, 4" washer 2 ends,

dia bol ts , 18'' long, 4" washer and nuts 2 ends,

bolt 14" long, nuts 2 ends, a t ee l p la te angle braces LO31 84

Building #28 cont 'd

( 4 1

FLOORS

2nd Floor - 1%-11 l!&G pine , 34- 'I x 16" j o i s t s , 16" cen te r s , A t t i c - I-&'' IC&G on 2" x 12" j o i s t s , 16" centers

Blue s l a t e , 8" x 10" t o weather, l*" T&G l i n i n g , 3'' x 6" r a f t e r s , 16" cen te r s , 6" d i a galv iror- ridge r o l l , 30" g i r t h galv i r o n cornice on wood frame, 12" galv i ron f lash ing

1st Floor - White pine p a r t i t i o n , 8l0" high, painted 2 s i d e s , 24" x 36" pine oounter with shelving and cupboard , paneled and glazed p a r t i t i o n m a counter, with p l a in ba t ten door, painted 2 s ides S t a i r s - 2" x LO" x 26" t r e a a s , pine s t r i nge r s , 3l' x 4" shaped oak handra i l , 1*" x 1p balus te r , 8" centers , 32" long 1 - 6" turned newel, 48" high, 2-coat cold water pa in t ing t o w a l l and c e i l i n g , pine s t a i r p a r t i t i o n , 7'0" high, 1" M&D on s tuds , painted 2 s i d e s , with pine door, 2'8" x 6'6" - 1" !&D bat ten p ine s t a i r , plank t reads with handra i l ,newel and balus te r , 16 t r eads , cold water pa in t ing t o w a l l s and ce i l ings 389 57

Fees & Suparintenclence 5% - 466.26 9791.43

T o t a l - (110817.94

Description and v a l u d i o n of a One-story br ick constructed Building

22'0" x 24'0" used a s OLD TRmSFORhER

and b o r n on Plo t P lan as

Rubble limestone masonry footings mid foundation wal l s , l a i d i n lime mortar, excavation 4'0" deep 371.68

PLOOR

4" concrete f l o o r with 4" cinder f i l l

Fees & Sul>erintend.ence 5$ - 24.96

ABOVE GROUND

WALLS

13" common br ick wal l , 17 '0" h i ~ h . l a i d i n Fime and cement mortar , s t ruck joints 2 s i d e s , 13" parapet , 24 " high, common brick

Moulded panel. and paneled and glazed Kalamined doors, with angle i r o n frame and metal c l aa frame

Fenestra s t e e l sash, 10" x 14" l i g h t s , 4 - l i g h t vents , 5" limestone s i l l

Building $30 cont 'd

( 2 )

ROOF

Flat - t a r and gravel, 3'' reinforced concrete roof s l ab , 10" x 15" reinforced concrete beam, 3" x 6" plank fasc ia , painted, 4" galv iron moulded gut ter , 4" octagonal galv i ron conductor pipe, 4" cast i ron boot, 10" galv iron f lashing

bees & Superintendence 5$ - 125.14 2627.92

Description and valuat ion of a One-stor7 br ick constructed Building

36'0" x 42'0" and 6'0" x 8'6" used as GENERAL OFFICE

and known on P lo t P l a n as

(Not inc ludi~lg adjoining walls of Building #33)

Limestone rubble masonry foot ings m d foundation wal l s , l a i d i n lime mortar, excavation 4 ' 0" deep, includ ing Dwarf wal l Vault foundation - limestone rubble masonry, (same as foregoing)

Fees b Superintendence 5% - ABOVE: GROUND

WALLS

12" limestone rubble masonry base course 48" high, including 2& chamfered water- t a b l e course, with 13" common brick backing, l a i d i n lime and cement mortar, 18" common brick wal l , 1610'Qigh, including paraget wa l l , l a i d i n lLme and oement mortar, s t ruck jo in ts one s i d e , 4" x 15" sglayed base course, 4" x 36" arched p ro j ec t ing br ick cornice, . 4" x 21" band course, 4" x 27" x ,14'0" p i l a s t e r , (same as foregoing) Vaplt wal l s , 21" br ick walls , 9'9" high, lime anfi c e ment n o r t a r , 4-I -" p l a s t e r one s i d e

( ~ o n t ' d )

Building #31 cont 'd

'!ALL S C ONT ' B

Vault walls cont Id - 3-coa t l ead and o i l pa in t ing one s ide Roof - 18" brick arch, 4'0" r i s e , 9'6" span, 3 - 9 rods, 10'6" long, 4" ca s t i ron washer 2 ends, 18" concrete br ick gable 6" x 24" sandstone coping, splayed top, 1" margin d r a f t , bush hamered faces , twis ted 2 s i d e s , s e t i n lime and cement mortar

DOOR

paneled and glazed Front and Rear entrance floor, wi th transom sash , p ine frame and transom bar , pa in ted one s i d e , n a t u r a l f i n i s h 1 s iae , b rass mortised hardware, s tone s tepe , J.J.Taylor s t e e l vaul t door with s t e e l p l a t e vest ibule aoor 262.90

1%" sash aouble hung type , with c l ea r g l a s s l i g h t , box frame, segment headea, p ine jamb, s t o o l , apron and moulded caging, pa in ted one s ide , grained and varnished 1 s i d e , s tone s i l l

6" cas t i r o n Column, 14'6" l o q , with 55" c a s t i r o n baee on 60# cas t i r o n cap, 3-coat lead and o i l pa in t ihg , 8" x 12" beam 8" x 8" x 36" bo l s t e r , 3" x 6" x 2'0" roof supports , 3" x 6" s i l l and p l a t e " 3" x 12" wa l l p l a t e

Building 831 cont a

(3)

ly hI&D y ine f loor ing , 3" x 12" jo i s t s , 18" cent ers

ROOF

Single Pitched - 18" pro jec t ion , 5-ply t a r and gravel , lpv M&D l in ing , 3" x 6" r a f t e r s , 18" centers , 24" g i r t pine cornice, pa in ted , with 4" galv i r o n eaves g u t t e r , 4'' corrugated galv i r o n conductor pipe, 4" d i a cas t i r o n boot, 6'0" long, 12" ga lv i ron f l a sh ing

3-coat p l a s t e r t o Building wa l l on 2" x 2" fur r ing s t r i p , 3-coat lead w-d o i l pa in ted , l*" x 18" moulded base board, n a t u r a l f fn i sh , 2 1 ' & 21' oak p i c t u r e ra i l , varnished, 1p x 2" +-round f l o o r s t r i p , varnished Cei l ing - 3-coat p l a s t e r on wood l a t h , 3-coat lead and o i l pa in t ing , 18" g i r t h p l a s t e r cornice, pa in ted P a r t i t i o n b Vestibule - 14'6" high, 1" i%DV .joint i n panel , 4 '6" high, glazed, i n 1p fixed sash, 10'0" h igh , moulded base board w d panel s t r i p s , moulded pos t s , with 2-panel glazed door, n a t u r a l f i n i s h , 2 s ides Outside - 1 - 14" galv i r o n Vent i la tor , 12'0" high, 8" c o l l a r and f l a t hooa,

Building #31 con* Id

INTERIOR FIXTUR%S CON2 'D

Outsitle cont ra - 1 - x 14" d i a ca s t i r o n ce i l i ng gra t ing an& d a q e r , 110 - l i n f t of Qfr galv wire stw fas tener

Fees & Superintendence 5$ - T o t a l -

Description and valuation of a Fonr-story & a t t i c b r i ck constmated building

38:037 x 4Of9w used a s !PIm OFFICE gc STORAGE

and known on Plot Plan a s

BELOW GROTJRD

Limestone rubble masonry footings and foundation walls, l a i d i n lime mortar, excavation 'i"Olt deep, rubble masonry piers , with 1811 paa stone a t top, including excavation 6 :0lt deep

6" conorete wiLh cement f i n i s h , 3.2" broken stone and cinder f i l l

Bees ,% Superintendence 5% - ABOIVE GROUND

WALLS

32" battered rock faced. base course, 48" high, with 8" x 18" high rock faced water course, 2" chamfer top, 24" ctommon brick walls, 40 '0" high, l a i d i n lime and cement mortar, struck joints two s ides

Building #32 oont 'd I

(2 )

18" common brictk wall, 13 '0'f high, (same a s foregoing) la11 common brick walls, {same as foregoing) 4'69' high, 4" x 481' arched project- ing brSck corbelling, 9" x 2'7" - 15 '011 p i l a s te r with 8" x 48* - 12" rough chiseled pad stone oorbels, 9" I 27" - 30'0" outside brick p i l a s t e r , 4" x 27- - 11.6" brick p i l a s t e r , 9'1 x 27" - 24" brick pf l a s t e r , 4" x 27" - 30" brick p i l a s t e r corbele, with €3" x 48" - 12" pad stone rough chiselea , $241' x 48" brfck chimeg stack, with ornamental f i n i s h , l a i d i n lime and cement mortar, 4" x 36" brick corbelling, 4" x 27" - 5110'* briok

DOORS

1st BJoor - Entrance opening, 12'01' x 16 'Oft opening, with semi-circular head, with 1 pair of pine paneled and glazed doors, fixed transom sash, side single mullioned window of 1 % ~ fixed sash c lear glass l i g h t

Building #32 contld

(3)

DOORS CONT'D

Semicircular frame constructed fan l i g h t , with 5 - l#lf sash, pine frame, painted two sides, limestone and concrete s teps , 2" f i r e door t o s t a i r s , with metal alad frame, painted two sides

1 s t Floor - 12" sash, double h a g , c lea r glass l i g h t s , box frame, round nosed pine s tool , painted, 5%ff sandlstone s i l l , with tooled wash and faoe, lp* hinged sash, c l ea r glass l i g h t s , plank frame , painted sandstone s i l l 2nd Floor - 1%" check r a i l eash window, 12-1De of clear glass, p i m frame segment head, round nosed pine s tool , sandstone s i l l , with tooled wash and face throated 3rd Floor - 1 % ~ aheck r a i l sash window, {same a s foregoing) 12-l ts 4 th Floor - 1%" check r a i l sash windows, ( same a s foregoing) 1 2 - l t s , 19" check rail sash window, ( same as foregoing) 9 - l t s

Building #32 cont ld

F W I N G Vfhfte Pine - 1st Floor - 101' x 16" beams, 8" x 1 0 ~ * - 48" bo l s t e r , 8n x 10" - 36" w a l l bo l s t e r 2nd Floor - 8" x 16" beams, 8" x 8" bols te r , 3611 long, 8" x 8" wal l bo l s t e r , 30" long 3rd Floor - 10" x 16tf beams, 8n x 10" bols te r , 48" long, 8" x 8" - 30. wall bo l s t e r 4th Floor - 8" x 14" beam, 8 V x 16" - 48" bo l s t e r , 8" x 8" - 30" w a l l bo la te rs Roof Supports - 8& x 10" wall p l a t e , 8R x 12" pur l ins , 4" x 8" r idge p l a t e Roof Trusses, each of - 2 - 10" x 14" - 9'0" posts , 2 - 10" x 10" - 13'0" r a f t e r s , 1- 10" x 10" - 16'6" top chord, g - 6" x 611 - 4'0'1 braces Roof Braces - 8" x 10" t m s s braces, 8" x 8" - 26 '0" posts t o observation tower, 4" x 67' s i l l , 4If x 6" p l a t e , 4" x 8" jack r a f t e r

Building f32 oont

(5 )

IRON W O Z

1st Floor - lo* oast i ron columns, 14 '6" long, 125# oast i ron base, 145# cas t i ron moulded cap, 1" x 24" bol ts , with 4" cas t i ron washer and nuts two ends 2nd Floor - 9" dia cas t iron columns, 11 '6fCi.ong, 60# oast i ron base, 145# cas t i ron oaps, 1" x 24" bo l t s , with 4" cast i ron washers and nuts two ends, 1" x 52" bol ts with 1 - 6" ana 8" s t a r , washer and nut two ends 3rd Floor - 9'7 dia cas t iron ooltlmnS, 11 '0" long, 60# cas t i ron bases, 145# cas t i ron caps, 1" x 28tf bol ts , with 4'1 c a s t i ron washer and nuts two ends, 1" x 52" wall bol t , 1 - 6" - 1 - 8" cast iron s t a r washers 4 th Floor - 9" dia cas t iron column^, 13'0n long, 60 cas t i ron base, 95 f cas t i ron caps, 1" x bol ts , with 4fi cast i ron washers and nuta two ends, 1" x 54" wall roof b o l t , with 1- 6" and 1 - lon aas t i ron s t a r washers and nuts Att ic - 32# cas t i ron angle braces, 1" x 24" bol ts , with 4" washers two enas ,, I* x 18" bol t with nuts two ends

( cont Id)

Building #32 Cont'd

(6)

i3ld Floor - 13d" mG pine f loor - ing , 4" x 16" j o i s t s , 16n centers 3yd Floor - 1 ~ " T&G pine f loor - ing, 311 x 15" j o i s t s , 16n centers 4'th Floor -

T&G pine f loo r - ing , 3~ x 151' j o i s t s , 1611 centexs A t t i c Floor - 1-&* %G' f loor ing , 3 w x 12" j o i s t s , 16" centers , Tower Floor - 1*~ BG pine f loo r - ing , 2" x 8" ' j o i s t s , 16W centers

ROOF Hipped - Blue s l a t e , 8" x lo* t o weather, 1-i~ T ~ G roof l i n ing , 3" x 6" r a f t e r s , 16" centers , 8" copper r o l l r idge, 1 6-sided frame constructed slate and metal olaB observation tower, 1 2 '0" high, with 6 - 13" check ra i l sash windows, 1" M&D stuas and girts framing, painted Roof - s l a t e , conical on p ine l i n i n g and j o i s t s , 2" x 30" d i a 4811 pine a i r s h a f t , copper c lad , with oopper conical hood

%cant 'a)

Building $32 oont 'd

ROOF CONT'D

Frame cons tmcted s l a t e clad dormer windows, 4l6n wide, 6f6n high, f ront wall with lS1* check r a i l sash window, c lea r glass l i g h t s , walls, 3 high, 12101q long, . s l a t e

T&G 1 ining , 3- x 4" s i l l , p la te and studs , 18" centers , Roof - Double Pitch - 3 l6n x 13 l0VV - s l a t e lptv T& G , 2" x 6" ra f t e r s , 24" centers , 21" galv iron g i r t h cornice, 12" galv Iron f lashing, 427' galv iron cornice, painted , 4" galv iron gut ter , 4'* octagonal conductor pipe, 4" a a s t iron boot

M&DB joint Georgia pine par t i t ion , l7'Ort high, shellac and varnish two sides, with paneled and glazed door to matoh,with pine oasing two s ides , mDB joint Georgia pine pa r t i t ion to Lavatory, 17'OVv high, with double swing doors, A%DB joint Georgia pine pa r t i t ion to Lavatories, 7 '60 high, with 2 pai r of swing doors, M&DB joint Georgia pine pa r t i t ion to Superintendent's Office, 17 l0It high, with paneled and glazed door, shellac? and varnished 2 sides

Building #32 cont'd.

18)

IN'PERIOR PI XYUHES CONY 'D 1st Floor cone 'a -

mDB joint Georgia pine p a r t i t i o n to Time-keeper's of f ice , 17'OW high, with 2 paneled doors, 6 - l$n f ixed sash, c lear g lass l igh t s Georgia pine paneled and glazed pa r t i t ion , 7 '0'' high, wZ th paneled and glazed door, 1" M8oDB joint Georgia pine oei l ing S ta i r - 277 x 10" - 42" round nosed Georgia pine treads, 1" ,X '?* pine r i s e , 1" cove mould, 3" x l2W st r ingers 1 - landing, 4'0" x 7'0" - l*~ T&G pine deak, 3 - 3" x 14" Jo i s t s , 5' '037 long, 3" x 14" curb, 1" l&D Georgla pine s t a i r housing on s t r inger and ce i l ing joist; shellac and varnished, double l @ pipe guard r a i l , with 2 - 36" s tanaards , 3-coat lead and o i l paint ing to brick w a l l and p i l a s t e r and columns 2nd Floor - IA&D pine par t i t ion on 2" x 4" framing with 1 - 6-paneled door, &-coat lead and o i l paint ing to columns and caps 2-coat cold water painting to wall pilaster, beams and underside of f loor

(9

INTERIOR FIXTURES CONIItD

2nd Floor contra - S t a i r - 14 treads, 2" plank treads, 3" s t r ingers , 3'0* x 3 '0" landing, 1%~ pine deok, 16 of handrail, with shaped handrail an& baluster , with moulaed turned newels, painted 3rd Bloor - 8-coat lead and o i l paint ing to column oar's, 2-cOat cold water paintSng to walls and p i l a s t e r s S t a i r - 14 treads (same a s foregoing) 16 of handrall , (same as foregoing) 1 - 67? x 6" - 10tO* posta, 2 newels 4 th Floor - 2-coat lead and o i l painting to cas t i ron column caps, 2-coat cold water painting t o wall an& p i l a s t e r S t a i r - 16 treada (same as 2nd ~ l o o r j 1 - 6'611 x 16'01t post, 34' of handrail, 4 newels 1646.99

Fees & ~uperintendence 5% - 1250.48 25840.10

T o t a l - $28467.67

Description and valuation of a !J!wo-story & Att ic brick construoted building

40 '0" x 55 ' 6" used a s OFFICE & LBBORATORY -.- -

and known on Plot Plan as

BUILDING #33

{Not including adjoining walls of Buildilrtg #32)

Limestone rubble masonry foot ing and foundation walls, l a i d i n lime mortar, including trenah, excavation 4 ' 0'' deep 36" x la* footing, 84" x 36" stone foundation t o Wain vau l t , lime and cement mortar, excavation 4 '0" deep, limestone rubble p ie r , l a i d i n lime mortar, with cap stone, stone footing, with foundation walls to small vaul t , excavation 4 '01' deep, limestone footing, with brick foundation walls to p a r t i t i o n wall. trench excavation 4 '0" deep - Fees & Superintendence 5% -

ABOVE GROUW

WALLS

Common bricks, struck joints two sides, 24" walls, 48" high, with 12" rock faced limestone stone base course, including 2 2" chamfered water- table courses, with common Brick backing

V A U S COKl! 'D

18* ctommon brick wall, 26 10" high, with 4'1 x 27" - 26 common brick p i l a s te r s , 13" common brick walls, l a i d i n lime and cement mortar, 4 high, with 4" x 48" arched projecting roof oornioe, 13" common brick, gable wall, l a i d In lime and cement mortar, 81" x 48" - 60" brick chimney, corbelled out from main wall, 13" x l a n f l n e , with 4 courses, common brick corbelling a t top, 18" common brick walls t o .Vault. 15 '6" high. l a i a i n lime and cement mortar, struck joints two sides, 4 t h 2T1f - 30" brick corbel, with 8" x 12" - 48" stone corbeled rough dressed, 18" common brick par t i t ion wall, 14'6!1 high, l a i d i n lime and cement mortar, s truck joints two sides, 24" brick wall to Vault, 816" high, lime and cement mortar, 18'' common brick arch over Vault , 4 '6" rise, 7 '3" span, 20 '67l long, 3 - wrought iron rods, 1210" long, 8 cas t i ron washers two ends

DOORS

Paneled and glazed f r o n t entrance, with frame segment head and casing one s ide , na tura l f i n i s h , paneled and glazed s ide entrance door, with s i d e panel sash and segmental glazed transom sash, moulded casing one s ide , na tura l f i n i s h two s ides , remainder p l a i n paneled and glazed doors, p l a i n paneled door t o remainder, with frame and casing, J.J. Taylor s t e e l v a u l t and ves t ibu le doors

l$:I-" sash, double hung, c l ea r g l a s s l i g h t s , box frame segment head pine jo in t s , s too l and apron, na tu ra l f i n i s h and stone s i l l s

1 s t Ploor - 12" x 161r beams, 8" x 12" - 48" bo l s t e r 2na Floor - 6" x 14lf beams, 8" x 16" - 42R bols te r A t t i c - 4 t ru s ses , eaoh of - 1 - LO" x 3.0" - 13 '0- top chord, 2 - 1 0 n x 14" - lOr0w upri.ghts, e - 10" x 17 'On r a f t e r s . - 4 - 8" x 8" - 9 '0" braces, 2" x 6" r idge p l a t e , 8" x l O ~ f purlin, 8" x 10" wall p l a t e

f Cont 'dl

Building #38 cont 'd

(4)

I R O N NO=

1st Floor - 9" cast i ron columns, 14 '6" long, with 95# caps, 95# bases, painted, 6" cas t i ron columns, 14 '6" long, with 80# caps, 80# bases,'

ainted, !& dia bol ts , 28. long, 4" cast i ron s t a r washer two ends 2nd Floor - 9" cast i ron colums, 12'6* long, with 75 cas t i ron base and 95 f cast i ron cap,

ainted " bolts , 22" long, f 4" s t a r washer two ends, l * bol ts , 42" long, 1 - 4ft and 1 - 8" aas t i ron washer A t t i c 9 - 1" dia t i e bol ts , 54* long with 4" washer two ends, 317 same, 181' long, with 5" s t a r washer two ends, 25# east i ron angle brackets, 3" x l4w bo l t s

FLOOR

1st Floor - l+* I&D pine f looring, on 3 n x 12" jo is ts , 18" centers , Vault Floor - 8" concrete, w i t h cement top 2nd Floor -

lf&D pine f looring, on 3n x 12" jo i s t s , 18" oen'ters At t ic - 13" l&D pine f looring, 3" x 121* Jo i s t s , 18ff centers 2n hexagon t i l e f loor on 1" cement bed

(Cont la )

Building #33 coat 'd

ROOF Double Pitch - Blue s l a t e to weather, 1*" l&D l in ing, 3" x 6" r a f t e r s , l8* centers, 301' g i r t h , pine coxnio e , paintea, 4" $alv iron eaves gut ter , painted, 4" galv iron conduator pipe Dormer Windows - 4'0" wide, 13 'On long, 7 'On high a t f ron t , 3" x 4- frame, blue s l a t e clad one side on 1" !I!&G l ining, 1-1' check r a i l sash window of - 6- l t s let'' x 16" - 4" x 4" frame, 8" metal olad casing one s ide Roof - Double Pitch - 3'0w x 13'0n - blue s l a t e 1" l in ing, 2" x 6 w r a f t e r s , 24n oenters, 21" g i r t h , galv iron cornice, ~ a i n t e d , 12" galv xron Valley f lashing, 14" x 14'1 box and chute, l * LEDQ joint pine frame , galv iron roof vent i la tor , 16" dia, 36" high, conical hood and collar

INTERIOR FIXTURES

1st Floor - Paneled an8 glased Georgia pine par t i t ion to Off ice enclosure, 14'6" high, with 4 paneled and glazed doors to match

Building #33 cont'd

(6)

INTBRTIOR FIXTURES CONT 'D

1st Floor cont - Paneled and glazed pa r t i t ion to Bxcise Office and Lavatories, 14'6'1 high, (same a s foregoing) with 2 doors to match 1" M&DV joint i n panels to Lavatory pa r t i t ion , 7 '3?* high, with 2" x 4" frame and panel s t r i p s , 2 - 216W x v l O ? l - lptl .. louvred doors, natural f i n i s h , 3-coat plastered walls on wood l a t h , 2vq x 2" furr ing s t r i p , 16" centers , painted and papered, plastered ce i l ing , (same a s foregoing) 24" g i r t h , p las ter oornice, painted, 1" M&D pine ce i l ing V joint on 2" x 6" jo is ts , 18" centers , 3-coat lead and o i l painted, mahogaq mantel, with turned columns and moulded shelves, t i l e hearth and f i r e place, wrought iron f i r e basket S ta i r from 3SuildixLmg 32 to 2nd Floor Building

$33 - 2n round nosed treads, pine r i s e r and cove mould, moulded hartiwood hand- r a i l , newel and baluster , painted

Building #33 cont Id

INTERIOR FIXTURES CONT'D

2nd Floor - 3-coat plastered wall to 2nd Ploor on wood l a t h , 3-coat lead and o i l painted one side, 3-coat plastered ce i l ing on wood l a t h and 3-coat lead and o i l painted underside, 1" x 4'1 s l a t , 7 fl centers , pa r t i t ion li2'6W high, 2" x 4n framing, with 3 doors to match, oold water painting two sides, 1" M&D two s ides , 2" x 4" framing to Dark Room enclosure, 12'6w high with batten door, painted two sides, l w MBcDV jo in t , 12'6* h i @ , 1" N&DV joint one side, natural f i n i s h one side, 1" &DV joint p a r t i t ion, 18f6" high, natural f i n i s h one s ide , 1" NLPcD one s ide , painted with chipped glass paneled door, frame and casing two sides, natural f i n i s h Enclosure to Laboratory, 12'6v' high, $2" x 4R framing, 3-coat p las te r on wood l a t h 1 aide, 3-coat lead and o i l painted, 1" x 12" moulded pine baseboard , . l".M&DV joint one s ide , 3-coat lead and o i l painted one side, 1 - 4-panel door, frame and easing, painted %wo sides

f Cont Id)

Building #33 cont

f 8)

INTERIOR FIXTURES CONT'D

Cross pastit%on, between La- boratories, 12'6" - (same as foregoing) plastered two sides, 1 - 4-paneled door Labo~a tory p a r t i t ion, 1.2'6" high, (same a s foregoing) plastered one s ide , 1" W D one side', painted, 3-coat p las te r on wood l a t h , 3-coat lead and o i l , painted, plastered beam on wood l a t h , 3-coat lead and o i l a i n t ed , 8" t i l e wainscoting,

24" high, 6" x 6" t i l e , set i n cement, with 6N moulded t i l e baseboard, 1 - 40-gallgalv i ron range boiler , with "11 $;

pressure reduoing regular valves and 3~1 heat control regulating valve - Instal led - 3-coat p las te r t o ce i l ing on wood l a t h , 3-coat lead and o i l painting, 1" WDV joint oei l ing, natural f in i sh , 1" M&DV joint w a l l l in ing, natural f i n i s h

1st Floor - Basement washout and modern sanitary water c lose t , cas t iron enamel lined wash basin with nickel plated f i x t u r e , trap and waste

I Cont 'd)

Building #33 aont 'd

PLUMBING CONY '9

1st Floor contld - Cast iron enamex lined wash bas in, with marble top side, porcelain white enamel. lined integral urinal, with brass fittings and marble side and top 2nd Ploor - 4" cast iron vent pipe

Fees 8: Superintendence 5% -

Description and valuation of a Part Basement, Three L Ponr s t o r y brick constructoa Building

71'6" x 139'0" used a% IALT HOUSE, BINS & ST ONAGE

and known on P l o t Plan as

Excavation t o e n t i r e a rea , 4'4" deep

F OUNDAII I ONS

Limestone rubble masonry foot ings, l a i d i n lime mortar, including t rench excavation . 12" deep 1991.20

FLOOR

Basement - 3" brick f l o o r t o Furnace Room and Vault, 12" cinder t o arched Vault, 4" concrete with 4" cinder f i l l 962.12

Fees & superintendence 55 - 283.24 5947.95

ABOVE: GROUTTD

30" limestone rubble masonry walls and p a r t i t i o n s t o Basement 9 6" high, l a i d i n lime mortar .30" s tone w a l l 8 t o Vault i n Basement , 4'0" high 18" common brick wa l l , 45'4" high with 8" rubble limestone veneer base course, 4'6" high, including water t ab l e course, 18" high, with 2" hammer dressed chamfer, 4" x 27" brick p i l a s t e r , 1117&' cen te r

(cont 'd)

4" brick arch pro jec t ing cornice, 36" high 14" common b r i ck 45'4" h igh , 6% - l i n f t 18" common brick w a l l , 30'0" high, with 8" rubble limestone base course, 4'0" high, including 18" high, 2" chamfered water t ab l e course 4" x 27" b r i ck p i l a s t e r s , 11'7&" cen te r s , l a i d i n lime mortar 14" common b r i ck wall t o Dormer, 10'0" high, l a i d in lime mortar, with 4" x 36" br ick arched pro jec t ing cornice 14" common b r i ck gable w a l l , l a i d i n lime mortar 27" x 48" common brick chimney, 8 '0" high, with br ick project ing o rnmen ta l corbeling, l a i d i n lime mortar, 30" rubble s tone masonry p a r t i t i o n walls t o 3asoment, 4'0" high, l a i d i n lime mortar 4" x 27" x 24" br ick corbels with 12" x 36" x 6" rough chiseled pad stone 43080.40

Entrance d,oor, l&D paneled and glazed with c h m f ered frame, painted I n t e r i o r doors, s t e e l p la ted with angle i r o n frame I n t e r i o r doors - aouble IJLPsD pine with plank frame, painted

1%" check r a i l sash type with c l ea r g l a s s l i g h t s , pine frame, segment headed, pine s too l , including storm sash and wire guard,, painted

Building #35 cont ' d

(3)

Dormer Windows - 1%" check rail s a s h , p i n e frame and jamb, s l a b c l a d s i d e on p ine l i n i n g s t u d s , Roof - DoubLe Yitched - Slate on 1" l i n i n g and r a f t e r 2825.60

Malt House - White Pine - p i n e p o s t s , b o l s t e r and beams, 12" x 12" p o s t s , 1st F loor 12" x 36" x 6" b o l s t e r , 12" x 12" beams, 12" x 12" p o s t s ; 2nd Floor 7" x 12" x 36" b o l s t e r s , 18" x 15" bui l t -up beams of 2 - 8'' x 15" beam, w i t h 4" x 15" s e p a r a t o r , 10 '0" cent e r s , 12" x 12" p o s t s , 3rd F loor 7 " x 12" x 36" b o l s t e r , 18" x 15" bui l t -up beam, 6" x 15" x 36" w a l l b o l s t e r , 8" x 8" w a l l p l a t e K i l n House - 8" x 12" beam t o 1st F loor , bui l t -up beam 3 - 3" x 14" bui l t -up t r u s s e s t o Malt House, c o n s i s t i n g of - 10" x 12" t o p chord, 10" x 12" r a f t e r . 10" x 10" u p r i g h t , 6" x 8" diagonals , 6" x 8" u p r i g h t s , 6" x 10" braces , t r u s s e d t o I I i l n , 9" x 14" bottom ohord, 6" x 12" top chord, 6" x 12" r a f t e r , 7'' x 8" p o s t , 8" x 8" p u r l i n s , 2" x 8" r i d g e , 8" x.8" x 10'0" pos t s I r o n Work t o Framing - 1" d i a w a l l b o l t s , 42" 10% with 25# S t a r washer, 1" (same as foregoing] 20' long , 2 - 4" washerg, c a s t i r o n mould caps , p a i n t e d , 98#

Building $35 cont

( 4 1

I ron Work t o Framing con.tTd - cas t i r o n moulded base, 65#, ca s t i r o n ornamenGa1 s ide p l a t e t o pos t , 64# 1" d i a 30" wall bo l t 4" S t a r washers 2 ends 1" d i a t i e bo l t 10'0" long, 2 - 6" S ta r washer, 6" turnbuckle, I" d i a bol t 18" long, 2 - 4" S tar washers, 1'' d i a bol t s 15" long, nu ts t o end 1" a i a bol t 24" long, 12" I learn jo in ts , 35#, 34' 6" long

1st Floor - Malt :louse - 6" concrete with 1'' cement top with cinder f i l l between arches, 12" br i ck arched Vaulting, 12'0" span, 4'0" r i s e , 1st Floor - l&lt Bins - Eli -rd@5 pine , 4" x 14" j o i s t s , LO" cen ters , 1st Floor - Malt Kiln - 3" concrete with 8" cement t o p , 1p T&G, 2" x 10" jo i s t s , 18 " c ent ars 2nd & 3ra Floors - of Xalt House, 3" concrete , -En f i n i s h , 2" IbG, 39" x 12" j o i s t s , 17" centers 2nd & 3r.a Floors - Patent 1:Ialt Kiln - Floor on s t e e l bars 4 th Floor - Malt House - 1%" I & G f loor ing , 3" x .14" j o i s t s , 17" centers 4 th Floor - Malt Bin, Covers, Etc., - 1.5" E&D, 2" x 10" jo i s t , 15" centers Xunway - 1%" MecD, 2" x 10" j o i s t , 18" centers

Building #35 cont Id

( 5

ROOF

Double Pi tched & Hipped - blue s l a t e 8" - 10' t o weather, 1%" l&D, 2" x 8" r a f t e r s , 18" cent o r , 6" ga lv i r o n r o l l r i m ridge, 24" c a s t i r o n r idge c res t ing , 24" galv i r o n moulded project ing cornice on wood frame, painted 4" ga lv i r o n moulded gu t t e r , painted 4" octagonal galv i r o n conductor pipe, painted 4" ca s t i r o n conductor boots, 12" ga lv i r o n va l l ey f lashing Prmne constructed Venti la tor 8'6" square, 40'6" high, - i s l a t e c lad pine sheathing and 5

s tuds , ornamental galv i r o n base course, 4'0" higli, pine p i l a s t e r louvre& top , hipped s l a t e roof with cast i r o n ornamental f i n i a l and Nalst e re Uea%her Vane, painted frame constructed ins ide c anop y Frame constructed Pent House - \,- 8'6" x 8'6" square, 16'0" high, galv i r o n s id ing and moulded p i l a s t e r s , ornamental base course and cornice, pine sheathing and studding, 1%" cement top check rai l sash cvindom, hipped s l a t e roof , pine framing and c a s t i ron c res t ing , 30'0" f l a t pole 1 - (same a s foregoing) 12'0" x 17'0" (same) 16'0" high, %coat p l a s t e r t o ins ide of wal l , 8 - windows pine f l o o r on j o i s t s , p las te red c e i l i n g and pine s t a i r s 1 - ( s m e as foregoing) 12'0" x 16'0" - as foregoing, 16'0" h i&, no p l a s t e r , 36" d i a galv i ron roof Venti la tor , 48" high with conical top 8669.08

(Cont ' a )

Building #35 cont'd

( 6 )

INSIDE PINISII

Pine S t a i r s - t r eads and s t r i n g e r s , s t r i n g e r mould with baluat e r and h a d r a i l , pa in ted 3-coat p l a s t e r t o wal l of Kiln, cold water p.ainting t o wal l s , pos t s , j o i s t s and underside if lo or, lI&I? pine p a r t i t i o n , 8'6" high w i t K ba t t en door, 118;D pine (same) 12'0" high, pine constructed hopper, 4'0" at bottom,l8'0" at top , s ide 13 '0" long, l*" pine s i d e , 4" x 6" framing, 3" x 12" jack r a f t e r , c a s t i r o n chute ga te chains, pine constructed Bin; - 8'0" x 10'6" x 12'0 high, 1" I D , 4" x 4" frame hopper bottom with 12" c a s t i ron ga t e , 3" x 18" concrete curb f l a ~ ~ h i n g t o l+!lalt IIouse, 18" ga lv i ron curb f lash ing t o malt Ki ln Xalt Bins - 32'0" x 33'0" x 45'0" high, 9 - coqpartments, 2" x 8" laminated wal l s , 25'0" high 2" x 6" laminated walls , 20'0" high

Fees & Sup er in t end.ence 5$ - Total of Building -

Brick constructed Kiln Furnace, 12'4" x 1.5'3" - 20'3" from Basement f l o o r

Below Ground

Foundation t o Kiln - rubble limestone masonry s l a b , 12'4" x 15'3" x 3'0" - including excavation 3'0" deep 485.00

Building #35 cont '13

Above Ground

13" and 9" common b r i ck outside and inside ohamber walls with 4" f i r e br ick l i n i n g t o f i r e boxes common b r i ck arched f ron t on 5" ca s t i r o n column, with c a s t i ron cap, base w d springer p l a t e $-section s t e e l perforated f i r e g ra t ing on 12" re inforce& channel. frame, bo i le r p l a t e f l ue door and wrought i ron f i r e door, with 4" x 5" perforated angle frame 45# cas t i ron weight and -?I x 1@' l i n k chain door suspenders, galv i r o n hood and dampers on #" x 1p' bar frame, 36" cen te r s , 2-ways, 3 tr B wire cable suspender, cold water paint ing t o outside of Brick Kiln 3600 .OO

Total of Furnace - Including Fees - 4085.00

Grand To ta l - $121078.52

Below Ground - Above Ground - $gZ26::!

Description and valuat ion of a One-story br ick Building

33l4" x 46'0" used as STORAGE

and known on Plot Plan a s

Limestone rubble masonry foot ings and foundation wal l including trench excavation, 4'0" deep and excavation t o f l o o r 831.38

4" concrete cement f i n i s h with 4" cinder bed 455.00

Fees & Superintendence 5$ - 64.32 1350.70

ABOVE G H O m

14" common brick wal l , 16l0" high, l a i d i n lime mortar, 18" ( sane) 2'0" high, 1811 If 1 7 10" " 10 - I beam l i n t e l s , 8" x 8" concrete s teps

DOORS

Y i ~ e panelea and glazed type with'plank frame, painted

12" sash double hung with hinged transom sash , box frame, painted, limestone s i l l , sawn wash and f ace

ROOF

Single Pi tchea - 5-ply t a r and grave l , 3" T&G pine l i n i n g , painted underside

Building #36 cont 'd

ROOF C ON'P 'U

8" I beam r a f t e r s , 10" " I' rl' - - 1 8 1 1 11 11 I f

1-coat mineral and o i l pa in t ing t o s t e e l beamn, 6" x 8" box cornice, painted, 10" galv i r o n f lash ing 1115.23

Fees & Sup erintendence 5'$ - 215.11 4517.25 '

T o t a l - $i 5867.95