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UAl ENG�;;,
DATE ISYM.1 REVISION RECORD DRA"
H.F.P. SPRINKLER, INC.
94 WALNUT STREET • P.O. BOX 5087 • HOLYOKE, MASSACHUSETTS 01041
Telephone (413) 536-7830
DRAWN CHECKED UNDERWRITER
BY BY C%
SCALE DATE SHEET
No. j r Z
JOB
NO.
ry
j
PPRORYSM)
LIT 710
AR 2 1990
south Windsor
ht
S-uiLDING DEPARTMENT
TO THE auurrlNG DEPT. 10'i;i;
This certified that this plan and sp,'0'bt! WAIL. �r, 1?A
copies, of, the proposed quildiR* Or 3ti1t� �1.4,i Ea YAK
rrrrted Pt
6�
L
'h �4��e4,$SS19t�5 w+ �4iret� at,�
.,1.. „�.�r -- an roe
�4�n: P� rf'1�Qt $� 1 ` lG 'ttl17�'Y vnm an
WN14iiW* MA m4 sWA '61401 as ttheii be
` ,A I�i� &fit ftM1 htt ra on�� u a nli
/n
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f�etlTflt,
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L
1311nad .. -�.
ti —imvod tubloot tO the Condition than
ordtrt and `ordinanCua tegatating oultding tOld 10
compiled with.
Cond►tionalbF Ap _-VA ;i
+
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No. 32 6
-"C E N S'�?- ...........
„ I! NA L
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Ft%t Ha: t!crd, C^ octoe
►C: Ap;;: -cat S oli #S2 s9F - r,avc:! Cx:ee:C.: Centf.. act tp
At L:e Mace: "_ a>fif r_et:rg, :he :r.:end Wetle:.?:
^eery/:u.auti•e-_r,:. romn_Ss!cn ecyrr• d vith vr!!!icetiont
A=p: uet: o:. rEE -S.P - :::�'CC Fee-i fvz :he ce•r:zxcier: of a
_^Gu ,arff.0s. erg !ficc ecS:i:y loez•ed . the caster:y si,-
oE t._LrwS t. a 5' '', re. = rppr�:•a: are isser_ on ;.:ene
prrit:-r: L} Fsss C 7::rI:., F,.:CT(cr a!Q-(JA, deter `':'ic, ahmets I-t
-- __._ ..S r.J�-!. _-__.. .a _._ _ u_,.o_•.d .. ... _..!C p:'_e.1L Lo FE
va
..__.. ..nc c...__: r:ce_i-ath!a cf
-
:.e:¢.r: e! the er.,i - se:
jit , r,l,'_ :a• E•1L.: i'Lf•,7't- L.:a Cl::; '. to ;e start.
.; •cc. _ : _z .e - p:•_tad .. - ,_. day- _ur-
_cr _ any ., st•.tt_ -. c: `e.
e' L1.! Eiji
a .4. Er,9 in er.
- ':: _• e;.r:craft: :n4! fy a:.d he:_ L•:a:E,a rt.e :a.r. c_
`• a3t:: tt sr .. _atLI tty .1Lc1 s'.`g7.t resu_2 t-cr
tr.e prowoed 3i/ere•'SG„ 4T t,se
l
tt;- :1. t:.e t:,J•:nt er $2P-- tc Je St•L,ai:ttt•d :.
?ar.r.:a^ rnd .^:a!x, Ccrs,►s:cn co anuure Com :iarco 'its che'
.zcsior.•end sed:e: cnterlo.: Cw::: x: Y.eaectes.
;.err., 15 vei_e for •.0 ystr enin exp::e cr. }',arch ,
180
i
_B1JIL-bING LINE
411-02
It
S 6 g ° - 3 0 `- 00
`J _" �/`/ `/ v• , i • - -e,H } rr> +r e�-- ENUC •.1/SeU rNOSOR CONN. Oba7�
Tf 4 t 7f s %ri l a J r ;i / Of!/i2 O� S� Of1ZI7 112�0� f` 4 Y
r d c >•,�' csao wurvwN w 1. w �'• '�k , /4 '^1'
�, q„ .::.t- „-,;::. ,. .-_..,:... :; f •. F•` aR[w coot 2nl aaa_rSti �..15.. :aly
k �.s, fi'
r!{1!%:+E'ifGX'F••C+....Y a: ati:.s , '?;,,10." pE?^F' ...x„Myq.Ar, •. r; ' r.'.^S-•.'�!•.+�'":, ," *� k-� ^ .s.. -�.• y; • s ., -1,�
_ �4
r A:i a^':ova:: _�•,•'".�! t be ..:tsl:.ed bnd E,�:,n,::Lei �-.. .��. •w�iiE 'i. • •N a'% FttetIVED '-c �:.':•+: - d`. w 4i,
t•1 F rl• k-' T _
nay a- 1vicy c the c _ "i 'tic (+u^ s ;, ;`' � '3a<•• _.^• •#. W .,
.- co:,tect -ees at.a:: ... _,a.•:..:ed t::r c> _ :�•- tie `' 'r ' rY •,• t` .•" Nr. John Hamill -2 17 July 1989ia.'
.. .. 4
- = a•+'" 17 July 1981 F ;s} •f 'rr.-�' y FUSS &0'HEI INC. -
2 n ,r_a-cvrstruct.a. a.eeLar.; a'_l: Lr >'rL! - .r•: h•.-r, Y._!' n1F.. , { �i:- 7/ t.4 q.-. e Streeclights to be tasselled on SNE7 Poles t36S3 end 365
l
tc c-astructfo yy f t t «' r- ^rs L a
„'phiJohn Hamill s
s d 10. Paved leak -off shown should correlate to paved leek -off
A A '' Utility Development h F'`� "'' '0't" .. vy shown on Lot 12 as -built. )
5. :aa.'CC rccc.-_�..::e :0 7l c..r.1n; ' :cr.Crg .`,az z r. t � .� Y' ,r y i q z >, ,! c j, r , 4 � 5'
1 o�4t } t:. R - 349 Park Avenue F t'r v4.6 - �,..
:, s,t1•,rr o: oerkinq s;•,cce, en' !vn!i':ez r•_a osrl-o_ _, e.<r, s •}r t...:,Y East itwrtford, CT 06108 �+Y'`j:fiw• s' w' '«h ,5.._ ,'?y:
20• - i,. •.,. �•Y •sw r r,. ti �l. �y�.• F 11. Site drainage as shown is dependent upon drainage
improvements ff-site. Development of this site may not
!0. A :'r. 6! cots•-r•ta:.:araiz-S zhcu:G Ls-Y._ws. c•s th•. cocssnce until the off -situ drainage is completed.
�t
Centlamenr .. .27, ..-
` 12. Contours of area near Lot •2 should reflect existing
:• _he ,idl .ri`kthe en-.i-tracxt ';dmializ-showt�-brec,rs•c• rot ApPl• /89-46Pe Nutmeg Cos®ereial Center Lot •3 it
,. cain�iG. conditions.
12. :.are lost" -Lance to be ka,p Nutseg Rd. South 13. Any floor drains must include a grease/oil separator and
must be connected to the sewer system. -.
one time: We are pleased to advise that the Planning and LonS.nq Commission
voted on July 11, 1989 to approve the above -referenced 14. If existing trees are not preserved as indicated on plans,
1s. ^rca crcteraar, as s:ent!cnc-d r, _ c:.; , r:.__:' application for a site plan of developnsenc in accordance with additional landscaping will be required.
*.¢
► i ; �y}./ •a t"e ac tr:y Bice o: the lot. r a J. its • t", Drawings 41, 2, and 3 dated Oct. 1988 (revised 7/6/89) and ♦4
ne,-tssary up next to the propc.sed tree lino tc act es n dated Oct. 1989 (no revisions) prepared by Fuss i O'Neill, 1S,• The building must be reduced in length by 20, (2,400 sq. .
'„G•Y avt'x�y. CCr.atrnct_Gc aaSt en Lbe soLti.eriy side c` tta c:e_ Project No. 88-60A, and with the following codifications: !t.) and kept at rear building line.
i_: �, - ( •Fq<. Pv? r.erceti,•r and •equknce to :r.^?;•de 3C,0GC "_:ac -- -,,,q - ��c 'x�'; - 1. Prior to commencement of any site work, n meetingaz sst be Black and white transparent mylnra of Sheet 41 with the above
w1r `:!etc er.d ud_ce_ior. of +✓sere t,-: `watt•, ? cs g .' ♦ k�,E�:• held with Town Staff. modifications, together with three blueprint copies of the entire
•
rFY"i� •°'^(.yX� ... 4'",w; ".. rre a •-lding site. {
--t` of set of plans, must be submitted to this Commission within 30 days
2. No building permits will be issued until the final -
f'.iz.,.. ' ^'+}:. .6h-:.,; i,;,f• p- ', ',; `'8. ..-''c;i `+ �`•�-'P. , r,t-._ g mylara to be stamped end signed. The lette.s of approval of this
y r� t n 6 1 -Y; ` r . e i haw been filed in the Town Clerk's 0lfice. Commission, as well as the Inland Wetlands'A ene /Conservation
.. , r1 �. Commission, must be reproduced on the sylars.
�.i7�.r• 7+. s¢,T,/ f`'C,'. „�, 3. This application is subject to the conditions of approval
fA r,' of the Inland Wetlands Agency/Conservation Cosmaission, After the mylars have been signed by the Commission, they will be
ri_ '� µj, ;'�.t,, "- '? Fr, ,: f,, •f4'- +�"' • --. ., ri _ , -y, _,v including a bond in the amount of $2,000. returned to you for filing in the Office of the Town Clerk.
.. ' •'Y''d�p�{�S?y�+". �« !(' *; ', �A 5,1,,;�, ,s. , �� •.. '1 --"� �"• Alcer filing three plans, a copy of the receipt must be submitted
i
" ,. _. �'`t" - r •';: .: ,. 4,.,,,._.a, y•, ;wl An as -built plan is required prior to issuance of a to the Planning Department.
•.
P Pa
' ��• ".+.'-.;'i'�. s• ,_.^' •. "',_ C '.c ,. ,.. . ,. :'�,.y. . a�a ; ,. , y'. rr Certilicate of Occupancyr Section 4.13.10 of the zoning
g - :� .' � A•. � �; .
J`CU:./pcs >':a:x'. */eat;: a �,__.µ-�!y!�p,.,=� .. ,l•.. Regulations.
. ,j;..z • ! 4 r1 IP:. +'Y"+ �, ..'rE s�,-,(,. ' S. _ Very truly yours, L
a
Zac lowr4 ^a'�. at rr.,w k S l grt !� r';. 31 -; •.v' ,..d'ir t:n4•, S. ` rooting dralns are required if the building ,ai r N N .. ISSION 1 � 4 equ ding has a basement. P IN RND ZO I G COY': +
r.'_ cc: Jez:y Iazxc�tLa, To4a Engineer '-< �•-• r{T � '.,y,��;t� ,•'� 6.:-.K A landscape bond in the amount of $20,000 is and
Xarc:e ene `.'i. J ! s1.'r„ t -.` s must be submitted � •',/c, F /�r�'��� a r:. ;a
ch, ::irecwz ct P:a:.ninq,p; +{.�Y` k4.a- , prior to filing of splazs.•,�,)-
✓c1.c F.,Cc: li ns, Chef En!ldlr.o Officlai `?, • ir. As, s.(• _
•-,c y ;Raymond P.
r EWv a •le_, 7ep.ty Town. E.�?t.neer ^ ,.y
.^- 1. Ail plans used in the field by the developer must bear the "i •`�. Chairman - +._ - t.�
P:anal^; i 20': •> Y y L _ t ¢' stamp and authorized signature of the Town of Souths1`'
" z •t Windsor. txyee: Inland Wetlands en /Conservation Coemcisalon
l
jy
-�,`t Cor'reet note on Page 1 to reflect Nu H. Hach, Planning Director]
p 4 Nutmeg Coe®ercial Centre > J. Collins, Chief Building Official
LEGEND approval Rdte , 2,
�a.. t,. - ( ). ;i#S< J. Iazzetta, Town Engineer
., subdivision a .,
Z .. •k F. Shaw, Supt. of Pollution Control'.
-+s . , _. ,., .,,,fl-... , „wt.. , ._.::::rl is .:', sl .: a'i,._=.aF�,+.�, r:•,ara�+, E. Belleville, Assessor
1. ;# i
- 3 y"" ;�,' •� � W. tanning, Plre Marshal '•�
t
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N/F DYNAMIC CONTROLS
r 1 .,
,i (APPROVED
T i
}fir 6 5 x
rex a I 1
i
i
/
EXISTING 20' DRAINAGE
EASEMENT TO LOT I
(GERBER )
t
,`.
. ,
4 .._ u 6 -� .1 1.,a:�„ :..,� •..mac ,.... '
rz�t', -. _ . -
1, el
Z ? ..
_ A C
A_� S
f d"-r,•�'t 'P q "s - 'c i :'.1t- -.. Registrar of Voters i _* �',r •r ,-' sr, y, ¢�}�: .
iii
..
PROPOSED PIPE "' t Engineer , e': �f ., �, T ,• �.
EXISTING PIPE ,
W WATER MAIN -�
(3 GAS MAIN _--�
SAN-•- SANITARY SEWER
• I. P. TO BE SET
I hereby declare ttiat this map is substantially correct. This map
_ and survey were prepared in accordance with the standards of
a Class_A Z_ survey as defined in the "Recommended Standards
+4* N 0T��,� � ,coNNFCT.. for Surveys and Maps in the State of Connecticut" as prepared
i �e•�P •ec� o`C . p� ,s and adopted by the Connetc-ticut Association of Land Surveyors,
. ye'� P �F� �� _ ���4'�4•� l� ak Inc., on ptember 13, 1854.
%No. 6299 gyp' No. 12321 ++
c L.S. #� 12327 �
Z 4•0 'AFQr'Tf�r`qi4/cENB�//OP f
fry � .��N uRvd' No certification is expressed ,r i.�l puea unless this map bears
atu,,• atata,.►� the original signature and embossed seal of the above named
land surveyor. to Wrn
"LOT
AREA
20,000 S.F. MIN.
LOT
WIDTH
100 FT MIN.
LOT
DEPTH
150 FT MIN.
FRONT
YARD
35 FT MIN.
SIDE
YARD
10 FT MIN.
REAR
YARD
25 FT MIN.
BLDG.
HEIGHT
40 FT MAX.
LOT
COVERAGE
65 % MAX.
PARKING
8SP/1000 S.F. +
I SP/2 EMP.
= 38 SPACES
w/20 EMP.
( APPROVED PARCEL B)
I NO 100-YEAR FLOOD PLAIN EXISTS ON SITE.
2. LOT NUMBERS REFER TO NUTMEG COMMERCIAL
CENTRE INDUSTRIAL SUBDIVISION. LOTS I 4
ARE APPROVEDAND BUILT. LOTS 5-21 AND
DRAINAGE BY OTHERS ARE PART OF APPROVED
RESUBDIVISION.
3. STREET LIGHTS TO BE INSTALLED ON SNET POLES
#3653 AND 3654.
CONTACT
OWNER & APPLICANT
4+0 3+0 2+0 1+.0 _0
OFF -SITE STORM PROFILE
SCALE. HOR. I" = 40'
VER. I" = 4'
u,
N �
i�4H MfF?RlTT $. C:O
i �i ��• �P � � � =CGS
r
o No.6299
`I�198jONAL E� w��t'
► 1 / S T r T-
I. WETLANDS SOILS WERE LOCATED BY A CERTIFIED SOILS
SCIENTIST. THEY A VARIANT OF WALPOLE SANDY LOAM
(Wd A). ALL OTHER SOILS ARE SUDBURY FINE SANDY LOAM (SsA)
2. THERE IS NO I00-YEAR FLOOD PLAIN ON SITE-
3. APPROXIMATELY 0.2 ACRES OF WETLANDS WILL BE DISTURBED.
LEGEND
68_ EXISTING CONTOUR
70 PROPOSED CONTOUR
EXISTING TREE LINE
PROPOSED TREE LINE
�HBO. HAYBALES
—S Fes— SILT FENCE
WETLANDS BOUNDARY
CRIMSON PYOMY BARBERR,'
12 18", TOTAL 14
PFITZER JUINIPER
24'� 3q' TOTA L 24
NORWAY SPRUCE
4'- 5', TOTAL 15
+ RED MAPLE
3" CAL. , TOTAL 5
SILVER CARPET LAMB'S EARS
QT. POT, TOTAL 50
~� 40O W HPS LIGHT, 20' POLE
SILVER CARPET LAMBS EARS
QT. POT, TOTAL 50
MODIFIED
RIPRAP t * fi BAYBERRY
IMPACT BASIN 18"- 24" TOTAL 10
OWNER & APPLICANT
John Hamill
TO,'OCRAPH IC PLAN Utility Development
UTILITY PLAN .349 Park Avenue
E. Hartford, CT 06108
EROSION SEDIMENT CONTROL PLAN 528-2111
ROOK
aER: W D 0
qER: C 0 S
BY DATE
FILLU LUI I
GEOMETRY
DRAFTING Goy 10-5s-86
REVISION DATE
& 5- 12-89 & 7-28-89
& 7-6 -89
SCALE: HOR. I IN. 2-0 FT.
VER. IN. FT.
r10 FUSS&OFNEILL
consulting engineers O
MANCHESTER, CONNECTICUT
SITE PLAN
FOR
UTILITY DEVELOPMENT
NUTMEG ROAD SOUTH W IND SOR,CT.
DATE FLD. BK. PROJECT
OCT 1988 i 89-60A SHEET NO. 2 OF 4
102EbH WE13BUl T CO
wIw
• ,z
341
05
��, +f� s .; .n ^P�°- �i,�� 6�'i F R'�"f � ..➢1"�'�c f. e.':cfrA "'r i:M 1A "4 m . . !S r..'.S } y ,,;;11 f:\ ' -e' fi Z�'- S .�e.
END CURB
,.� ... •, '�+riif fir._ .� 1 _•�� 4{
yµ? + x SLOPE
tom. rr�� �t � ,.t� f• ./. �.�•'Z4 'ti _
-
jKi
..� _. �" r.: d u. _ dy, ai r:. .. �•�.; � .i., .: �4 � ��T•,T: '�Frr. •Y��,_..
�Y * '
Y. '�, � , �•y z : � d � CP�iF'; ,,� a' 4 :4 ��, at i. i i F+:. '. � ^y ° ?�
v e
K
P +
•ryr t `.
-_.. _ .. .. _ .-..,.N.. •.rzw-.++�seaW'eilwar+r.•»;:.t....ie+»aw, U;..,-....,_.;,�.rLYa+rL�.,rr•w-..w,*.. >-.wi+e.y-�.l.w. ._. ,y. H.._;:w8-.+..,,... .,,.......:...�.tt�./a�'i+ao-.'.'ty,. :`,.q«_=rA,�:..,
r -. a �,xY__ . -•, ,. - .... ,.. - ... . - r , x, c.. .. . , >�... - ... .1'. sr - + •fd .rl9c. �.dt. +`'f.i�P+. .aP .T�a!,i89 �. o .e . ,i.. <:. .. .:. .. <; �. ., .,, , , ,: ,.a •. - -.. �w. .. ,. - : - r. .. _)'.^ F ,.� iSgM* _ .�.
6' BIT CONC. CURBING —� � 12"
I -1/2"
FOR CROSS SLOPE SEE PLAN
L- S''LOAM,SEED 8 FERTILIZER
TO BE PLACED ON ALL
lrr--------I+��--- 9 DISTURBED AND REGRADED
AREAS EXCEPT FOR
LANDSCAPED AND PAVED
LI-1/2"BIT CONC SURFACE COURSE AREAS
1-1/2 r BIT CONC. BASE COURSE
L---- 6`dCRUSHED STONE BASE
-- 6" ROLLED GRAVEL SUBBASE
DAW97KAPKIT qr-7rTInN
1 P-% r L— 1.1 L..1 Is 1 V &. NO a . %.. . .
\ SLOPE
5%
t
HANDICAP;;
1r
} �"-; t'�'", -' r �t z � 1•- .d:- rs}"' �'rM '}o . .i.' i. LAX"i � .. �• s#aar �w�..r'. S fir,
N�;`:: SIDEWALK AND PARKING PLAN
SIDEWALK
BIT CURB
O
N
41 WHITE STRIP
TYPICAL
' CT O
D
•;P, Ors � G
e
v
r
;3 r�*
No.6299
�0=�fQlsi,pEoa��P'��
•��i s,dQNAI F.N�•���
PROD. MANAGER:
CHIEF DESIGNER:
REVIEWED BY
BOUNDARY
FIELD EDIT
GEOMETRY
DRAFTING
SIDEWALK AT
HANDICAP
FT.
PARKING
CURB BEYOND
�--8"GRAVEL BASE
5" CONC. WALK
SECTION A
OWNER & APPLICANT
John Hamill
Utility Development
349 Park Avenue
E. Hartford, CT 06108
528-2111
W D°
COS FUSS&OFNEILL
DATE - O consulting engineers
MANCHESTER, CONNECTICUT
-.s-
REVISION DATE:
—
Ai
m
SCALE: HOR.NO INSCALE
FT.
VER. IN. FT.
DETAILS
FO R
UTILITY DEVELOPMENT
NUTMEG ROAD SOUTH WINDSOR? CT
DATE FLD. BK. PROJECT I
SHEET NO. 3 OF 4
OCT. 1988 I 88-60A
a
BALED HAY OR STRAW
SWALE
BALED HAY OR STRAW
3-
0
WN
it � ICI, a ��►� jfl�}��� VI1
BALED HAY OR STRAW
TOTAL LENGTH 50'_0
i
SECTION
tUUC yr r"ravcancar }
LOCATION PLAN
6a'OF 2" CRUSHED STONE
\IN ANTI -TRACKING PAVEMENT IN GOOD
rION THROUGHOUT CONSTRUCTION PERIOD.
IAY SHALL BE SWEPT DAILY TO
(E ANY MATERIALTHAT MAY BE TRACKED
'AV E M E N T.
ANTI -TRACKING APRON
CONSTRUCTION SCHEDULE
1. construction will commence on or about the June,1989
and be completed on or about the November, 1989.
2. Install anti -tracking apron at site entrance. Any material
that is tracked onto pavement shall be swept as often as
required.
3. Place haybales and/or silt fencing as shown on plan or
where directed by Engineer. (Maintain or replace as
required throughout construction period.) Prepare stock
pile area and surround with haybales and/or silt fence.
4. t_oriat Lucti(:„ of uui.Luang may 'uegrn -at 'this 'tonne but not
before erouion control devices 2 and 3 have been installed.
5. Begin rough grading and installation of utilities. Install
erosion control devices at existing drainage leak -off and
place haybalna around basins as they are constructed. All
other areas not temporarily stablized shall be protected
with haybales and/or silt fence.
6. Prepare subgrado for paving and prepare all disturbed areas
for placing topsoil and landscaping.
,'."('Ih Lh. filK .t1- ��r
° T`I i
rev r
t ,.,' "v�• fi M`' "'.'EROSION & SEDIMENT CONTROL NOTES s'-F `
"...� 1. All erosion and sediment control measures will be constructed is
,Y1s' accordance with the standards and specifications of the "Guidel:
--` Soil Erosion and Sediment Control" by the Connecticut Council oa
..' . ,i.;. and Water Conservation.
2.`'' Erosion and sediment control measures will be installed prior to
construction. See construction schedule.
,I_ Land disturbance will be kept to a minimum; restabilization will be
scheduled as soon as practical.,.�.,�,,�, 3=
Seeding mixture for finished grassed areas will be as follows:
Kentucky Bluegrass 45%, Creeping Red Fescue 45%, Perennial Ryegrass
10%. Seed to be applied at a rate of 4 lbs./1000 sq. ft. Planting
seasons shall be April 1 to June 1 and August 15 to September 15.
Areas to be left bare more than 30 days before finished grading and
seeding is achieved shall receive a temporary seeding of Perennial
Ryegrass applied at a rate of 2 lbs./1000 sq. ft. at a depth of 1/2
inch. Limestone (equivalent to 50 percent calcium plus magnesium
oxide) shall be applied as seedbed preparation at a rate of 90
lbs./1000 sq. ft. Planting seasons shall be March 1 to June 15 and
August 1 to October 1.
6. Areas to be left bare more than 30 days before finished grading and
seeding outside of planting seasons shall receive a hay mulch, free of
coarse matter, applied at a rate of 70-90 lbs./1000 sq. ft.
7. Catch basins will be protected with haybale filters throughout the
construction period and until all disturbed areas are thoroughly
stabilized.
8. All control measures will be maintained or replaced during the
construction period, as necessary,or ordered by the Town.
9. Additional control measures will be installed during the construction
period if required, or ordered by the Town.
10. Sediment removed from control structures will be disposed of in a
manner which is consistent with the intent of the plan.
11. Contractor will be assigned the responsibility for implementing this
erosion and sediment control plan. This responsibility inclues the
installation and maintenance of control measures, informing all parties
engaged on the construction site of the requirements and objectives of
the plan and notifying the Director of Public Works, Town of South
Windsor or the proper Town agency of any transfer of this
BALES TO BUTT 's-
TOGETHER =�
2 -3' LONG STAKES OR REBARS
EACH BALE
EXI
bat
D
�FLOW
PLAN
wl
a-
0
co
LL
O
W
O
F
-
SECTION
AT TOE OF SLOPE
PLAN VIEW
SECTION A -A
IMPACT BASIN
TOGETHER
PLAN
Al
FLOW ' =
i Flo �i o 1 ��� o��Yli� ►��
a
3 BALES TO BUTT
TOGETHER
P L A N
NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED
BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE
UNTIL PAVEMENT OR GRASS IS ESTABLISHED.
EXIST. GROUND OR —
PAVE M ENT (DO NOT
STAKE IN PAVEMENT)
FILTER FABRIC
OVER GRATE
SECTION
AT SWAL E
NOTE HAYBALES SHALL BE MAINTAINED AND/OR
REPLACED AS REQUIRED OR AS DIRECTED BY
THE ENGINEER.
HAYBALES TO BE PLACED SO THAT STRING DOES NOT
COME IN CONTACT WITH GROUND.
HAYBALE EROSION CHECK_
8' MAX
SELF-SUPPORTING SILT
FENCE FABRIC — OR —
ATTACH FILTER FABRIC
TO WIRE FENCE W/
STAPLES OR HOG
RINGS r
kP DITCH TO 9ROOK
II �T
1
I
Ll u u
u
I hereby certify that these planshave been prepared substantially in
+-V,- 7 ; n Rarr„] ations of the Town of South Windsor for
ELEVATION
..... fcT�*mo
a�tiv�• �A ••�O�ti-G•
2-3' LONG STAKES OR REBARS
EACH BALE
CATCH BASIN
SECTION
AT LOW AR EA
'all to WIRE FENCE
SI LT FENCE
SELF-SUPPORTIN
FENCE FABRIC
—OR — FILTER
FABRIC ATTACH
TO 4"x4" WIRE.
BURY FABRIC 6"
BELOW GROUND
WOOD OR METAL POST
FLOW _
G SILT
_(D
N
FENCE
1000
�� � /mil/=/lT-•= /�
Z_
N
ED
SECTION
OWNER & APPLICANT
John Hamill
Utility Development
349 Park Avenue
E. Hartford, CT 06108
528-2111
RELEASED FOR CONSTRUCTION
PROJ. MANAGER: W D 0
CHIEF DESIGNER: C 0 S
REVIEWED
BY
DATE
BOUNDARY
FUSS&OFNEILL
consulting engineers
CON
MANCHESTER,
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FIRERESISTANCE RATIttfS OF STRUCTURE ELEMENTS pH HOURS)
FUiA."( N?vo.SKLEfL�'r'> 24
Load-
1 Exterior watts
bearing
Nonload-
bearing
2 Fire walls and party walls
t1j/ A
3 Fire separation assemblies
Q /A,
4 Smoke barriers
N1 � A
5 Fire enclosures of exits, exit hallways and
O /A
stairways
6 Shatts (other than exits) and elevator
/�
hcistways
7 Exit access corridors
I 4i 2
Tenanlspaces
p
8 Separations
Dwelling unit
kf //.
Other nonbearing
artitions
9 Interior bearing walls, bearing
Supporting more
c7
partitions, columns, girders,
than one floor
trusses (other than root trusses)
Supporting
and framing
one floor only
p
or a roof only
10 Structural members supporting wall
O
11 Floor construction including beams
D
5' or less in height
O
to lowest member
12 Root constructlon, including
More than 15 but
beams, trusses and framing,
less than 20' in
arches and root deck
height to lowest
In
.
lowest member
20' or more in
height to lowest
member
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...�... _ —'GRAY CC) !NC ELEVATIONS 1
M AC A
NUTMEG ROAD 1/8"=1'-0
I) SOUTH WiNDSOR CT
JOHN N. EBERLE
ARCHITECT
.- n��688 0913 _ �_ WINDtSM CONN. - .__. ____. _I0 %2 /8q .__:-_-__.___._.__�______ __-...____.
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54-69EL
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MECHANICAL E. OUIPMENT SCHEDULE
EF-1 'LOREN COOK- ROOF VENTILATOR. MODEL ACE-- 180068, 3600 CFM
1/8' S.P., 1035 RPM, 3/4 HP, 208-3-60.
F--2 'LOREN COOK' ROOF VENTILATOR MODEL ACE-B, 165C58. 2050 CFM
1/84 S.P.. 110S RPM, 1/2 HP, 208-3-60.
F 'LOREN COOK' ROOF VENTILATOR MODEL ACE-0. 120C28, 650 C1=M Q
1/4a S.P.. 930 RPM. 1/5 HP, 120-1-60.
E -4 'LOREN COOKO ROOF VENTILATOR MODEL ACE-0. 120C28. 930 CFM 0
1/6a S.P... 1020 RPM, 1/6 HP, 120-1-60.
F 'LOREN COOK" GEMINI MODEL 4-10 85 CFM Q 0.125 S.P., 1050 RPM,
25W, 120-1-60. PROVIDE WITH "GEMINY' ALUMINUM WALL CAP, MODEL
#WC--4 .
NOTE: EF-1,2,3 & 4 SHALL BE FURNISHED COMPLETE WITH 12' HIGH,
ALUMINUM PREFAB ROOF CURB, INTEGRAL DISCONNECT SWITCH AND
THERMAL OVERLOAD PROTECTION.
'�%j
Z UH-10"-ST�NAUT.
R�p1�15�50oR8TUH OUTPUT�A2300MGFML4*70dF7STD�AIR 7Ob
g
( 56OF TEMP. RISE, 1140 RPM, 1/4 HP, 1050 RPM. 120-1-60. 7" 0
FLUE.
UH-2 J46 -STERLING- PROPELLER FAN UNIT HEATER MODEL 1ICF-150, 150.000
STUN INPUT, 115,500 BTUH OUTPUT. 2000 CFM 0 70aF STD. AXR,
56OF TEMP. RISE, 1050 RPM. 1/10 HP. 1050 RPM, 120-1-60. 7- 0
FLUE.
�j• UH-3 6ZLi -.STERLING- PROPELLER FAN UNIT HEATER MODEL 1FCF-125, 125.000
STUN INPUT, 96.250 BTUH OUTPUT, 1500 CFM O 700F STD. AIR,
620F TEMP. RISE, 1050 RPM. 1/20 HP, 1050 RPM, 120-1-60. 6' 0
FLUE.
UH-4 Z 'STERLING' PROPELLER FAN UNIT HEATER MODEL #8-25P. 25.000 BTUH
INPUT, 19,500 BTUH OUTPUT, 400 CFM 0 70'OF STD. AIR. 460F
TEMP. RISE, 650 RPM; 1/100 HP, 1400 RPM, 120-1-60. 3" 0 FLUE.
1, UH-5 60 `STERLING" PROPELLER FAN UNIT HEATER MODEL #CF-60, 60.000 BTUH
INPUT, 48,600 BTUH OUTPUT. 1050 CFM 6 700F STO. AIR„ 420F
TEMP. RISE, 641 RPM, 1/30 HP, 1050 RPM, 120-1-60. S' 0 FLUE.
t RTU-1 203 'CARRIER" SINGLE PACKAGE ROOF TO IT MODEL 48HH009, 3400 CFM
0 0.7 W.Q. L.S.P., 1075 RPM. 07 MSH TOTAL COOLJNG, AND 78.5
MSH SENSIBLE COOLING CAPACITY 0 95 F EAT AND 67 F EWB 203
MSH HEATING INPUT, UD-37 MSH HEATING OUTPUT CAPACITY 1-1/2 HP
FAN, 208-3-60. UNIT COMPLETE WITH 12" HIGH PREFAB ALUMINUM
�. ROOF CURB, ECONOMIZER W/HOOD AND ENTHALPY CONTROL REMOTE PANEL,
LOW AMBIENT KIT, TIME GUARD II, T'STAT AND SU8-8ASE.
0-gg TU E 1 2: S6- 1 4'3 7
-2.26 . 'CARRIER" SINGLE PACKAGE ROOF TOP UNIT MODEL 48HH008. 2300 CFM
9 0.5 W.G. E.S.P.. 1082 RPM, 85.6 MBH TOTAL COOLING, AND 59.8
r M8H SENSIBLE COOLING CAPACITY 0 950F EAT AND 67 R EW S 203
MSH HEATING INPUT, 160.37 MSH HEATING OUTPUT CAPACITY 1-1/2 HP
FAN. 208-3-60.• UNIT COMPLETE WITH 12" HIGH PREFAB ALUMINUM
ROOF CURB, ECONOMIZER W/HOOD AND ENTHALPY CONTROL REMOTE PANEL,
LOW AMBIENT KIT, TIME GUARD II. T'STAT AND SUB -SASE.
1�RTU-3. 74 "CARRIER" SINGLE PACKAGE ROOF TOP UNIT MODEL 480JO003, 1510 CFM
,S .0. E.S.P.. 2100 RPM, 52.?� MSH TOTAL COOLING, AND 3S.3 MSH
,r Z�110" sISLE COOLING CAPACITY a 95 R EAT AND 67°F EWS 74 MSH
io-1tt ' HEATING INPUT, 58.5 MOH HEATING OUTPUT CAPACITY 3/4 HP FAN,
c.,,,�yrJf: OD �"' '� 200-3-60. PROVIDE WITH 12% (H) PREFAB ROOF CURB, 2 POSITION
DAMPER SET 0 15% O.A.. COMPRESSOR CYCLE DELAY, LOW AMBIENT
PACKAGE REMOTE CONTROL PANEL, THRU CURB SERVICE CONNECTIONS AND
T7300 THERMOSTAT.
D.Y_FF_USEf;3_&_.REGISTERS. - "KRUEGER" AS STANDAR-Q
TYPE "A" SERIES "SH". SQUARE DIFFUSERS WITH OPPOSED BLADE DAMPER, SIZE
AND THROW AS INDICATED ON DRAWING. FINISH TO BE SELECTED BY
ARCHITECT.
TYPE 'B" MODEL EGC-15. RETURN REGISTER WITH OPPOSED SLADE DAMPER, SIZE
AS INDICATED ON DRAWING. FINISH TO BE SELECTED SY ARCHITECT.
TYPE "C" MODEL 6890--15V. WALL SUPPLY REGISTER WITW OPPOSED SLADE
DAMPER. SIZE AS INOICAT90 ON DRAWING. FINISH TO BE SELECTED BY
ARCHITECT.
PLUMelNG FIXTURE SCHEDULE
LAV A AMERICAN STANDARD, ELDER EQUAL TO KOHLER GREENWICH LAVATORY.
MODEL K-2032. VITREOUS CHINA, DRILLED FOR CONCEALED ARM
CARRIER. 4- FAUCET CENTERS. SYMMONS MODEL S-90--2-G-FR-w
CENTERSET SINGLE LEVEL FAUCET. 1-1/2" CHROME PLATED "P- TRAP
WITH CLEANOUT AND BRASSCRAFT CS-401DL 1/20 X 3/8- ANGLE STOPS
AND SUPPLIES. FURNISH! COMPLETE WITH WADE. ZURN OR JOSAM CHAIR
CARRIER.
1-1/2- WASTE, 1-1/2" VENT, 1/2- C.W.. 1/2• H.W.
LAV B AMERICAN STANDARD, ELDER, EQUAL TO KOHLER FARMINGTON LAVATORY.
MODEL K-2904, SELF RIMMING AND 40 FAUCET CENTERS. SYMMONS
MODEL 5-90-2-0-FR-W CENTERSET SINGLE LEVER FAUCET. 1-1/2'
CHROME PLATED "P- TRAP WITH CLEANOUT AND BRASSCRAFT CS-401 DL
1/2" X 3/84 ANGLE STOPS AND SUPPLIES.
1-1/40 WASTE, 1-1/2- VENT. 1/2- C.W.. 1/2- H.W.. INSULATE H.W.
& DRAIN
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EXCAVATION 6 SACKFILL COLUP'�
L1 �0 i ar .
. All footings shall rest on undisturbecA soil or compacted gravel backfI11 . s r _ '� 3! 3' `J G ,y� t (� X 3`4 x 1 L] �� 4- V4 4 W
All reinforcing bats rrurked cuuLlr,uuus alwll la{, a uslnln,tun of =',, Gar diameters_
2. All optimumbackfIl
inside the foundation *4sL M a/►proved gravel compacted to Elevations of concrete slabs are to tops of slabs. Concrete slabs poured �••
95% Optimum density. on grade shall be ur•od in c,r• cut. lilt-u nLt..+t•unt.e 1" - 7j.�j S _ 0 X
Br" po 1.u,ula nut exceeding /
3. Maximum assumed soil bearing pressure 4-000 pounds per square foot. 1F>00 square feet in area; the ratio of length to width of any panel shall
POURED IN PLACE CONCRE't'F not exceed 3. Y 4,�j � =�_�;j �4. � 1 1[.� V,Co • � �O �. ti� I'Z t I < IZ (�•1 Y-Q �- 3% � /i,Qc
• �e strength of 3,000 p.s-i- at '. The General Contractor, shall innLall all anchor's, flip" sloeves, inserts,
All concrete to have a minimum c •tie strap chases, etc., to be set in concrete as required for the work of the trades
28 days• and verify the locations of tho name bof'or•o pr•ocewding with ttia concrete - 71 +( >( i 1�I / -7 _ Co C-_ Ua
2. Concrete coverage of reinforeitu steel shall be: 3" For bottora3l of footings, work. i
2,,For other concrete in contact wltt, soil, 13'1 Beams & Columns and 3/4" a All construction joints are to be koyod with a bovoled 2x4. Dowel reinforcing �tg —
For slabs. 48 diameters at joints. aO�l
3. All reinforcing steel shall be ;,ew billet stef 1 of intermediate or hard +Q �����
grade with minimum Yield atr<•.,s Fy r GO,000 p.s_i_ conforming to ASTM A-615 �. Piping, conduit, ote., panning Ll,r•e,u�,J, or cvd,oafde,d In concroto shall be
revised to date. placed strictly in accordance with the recommendations of the A.C.I. Aluminum
products shall not be embedded in concretse. Piping, conduit, ate., shall f. .tt A t ��/ 1"
4. All welded wire fabric f•;ir eoncreto reinforcement shall conform to ASTM be placed so as to malzitain the full slab on grade: thickness over such K M tt�w�' t r.XJl%1Z �i-r
A185 revised to date. Fabric in concrete slabs on earth shall be in the piping or conduit. O r *Y �M1 W1 '~ `
upper 1/3 of the slab and shall be supported during concrete placement,
0. All openings in concrete walls to have additional 2 - r5 "bars all around opening extendil,x
beyond opening. frDj i?g� r,{- J +0 H N N E B E R L E
ARCHITECT
6880913 WINDSOR, CONN 06095
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STRIICTURAL 8TBEL
1..All structural steel shall be. fabricated and *rooted in accordance with'A.I.S.C. type 2
Construction.
2- w!24+,m connootions shall be designed for a minimum of 10 kips for welded oonnoctions
and a'ta;ns,.._ of 7 kites _tor bolted conneotiona.
3. All structural steel shall be A-36 steel.
4. All•lintols bearing on masonry shall bear a minimum of 8" each end.
5. No b-A*rs of any type shall be hung from or attached to steel roof deck.
6. Roof deck shall be 1}",•22 Sago, typo B painted ■tool deok and shall be welded to supports
with 5/8" puddle welds O 18" o.c.. Bide laps to be attached w/ wolf-tappi screws O
36" o.a.. Weld end laps O 12" o.c.. leads of ■hoots shall bear a ALLnIms_ of 2" over steel
supports. .
7. All stool to receive one coat of rust inhibitive paint.
8. All welds shall be made by welders who have boon certified according to the requirements
prescribed in the "Standard Code of Woiding in Building Construotion" of the American
Welding Soolety (AWS D1.1-79)•
1 9. Roof* are not designed for ponding. Provide souppors to proven* roof ponding in case
.of drain failure.
10. Structural stool whioh supports masonry shall be shored until masonry is erected and
set. .This applie■ to. stool lintels which are greater than 4'-0" as wall.
11 - ?Fame roof oponings with L 3}" x 3}" x 5/16" U.N.
STEEL JOISTS
t Joist• !hall be fabricated and erected in accordance with the Steel Joint Instittates'
Specification!.
Stool joists boaring on masonry shall havo boa:-ing aoato designed for resultant
maximum bearing s,_-enure of 00 pe , .
3. Mechanical equipment, ductwork, piping, etc. hung from joists shall have hangers
located at joist panel points only.
4. No holed shall be made through joint members for attachment of hangers ( this includes
■off -tapping ecrewr).
5• Bridging shall be L 1t" x 1+1* x 1/8" horizontal, welded to top and bottom chords and
anchored to wal.ln with I. 3" x 3" x 4" and 5/+1" p oloovo anchoro. U.N.
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JOHN N. EBERLE
�er�R`° ����` ARCHITECT
688-0913 T�TWINDSOR, CONN_- 06095
j
+Icy 1 1989
South Windsor
BUILDING DEPARTMENT.
4 two suiLDIN& Dza,. ILr�i4 v.'
7Z+13 certified that this plan and specifications are t�
copies of the proposed
erected at buliding or
together with amendments stated In application re&
filed with plan and 1 agree to compland
Building and state lave y with all zoning,
issued b and Such orders as shall be
Y the Bui (ng Department du Of this applic,tio and final issuan
Permit.
signed
This plan Is zp oved subject to f. _
ordert and olydinansea regulatinc .:
..ompiled with. -
C06111 Fonally Approved
These filed with
8uiiding Inspector
Date
NO.
W-1
o aavv
!JOV 61OWN.
South Windsor
BUILDING DEPARTMENT
1? cerutii d dirt t,js pisn hd it'; ">
t_ ire
col icY of to propCsed buihding dr aher t%.,;1s
erected at S
ifl
toratnet with amEnbmants Sta't,tl in nppticit'rn
ilied with plan And I agr@e to eoiiiplY vriih all'7eni6".
Luilding and stAe 16#0 hnd svoii ortlers as Shall L'l
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Issued by The 6Adlt(g b"drt eeht dum en'IY
o� this applica% dttd f- I I t6ance to `b Idl
pc:ttnit.
sign -
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EXCAVATION 6 $ACKFZLL /,Jwl,%LA G10 i jksf
All footings shall rent on undisturGed soil or compacted gravel backfill .r' x ^ fl.ju°� r $, {' 3t �( 3 1 I iM �// - k S f�. ,y,% F21r . t X 3/� X 1 �� - 3/ T ygii
> . 1r �� `, All reistfor•ciryg Gat•a nLu•ked uu6lnu.,u:r :rt,,r L2 lra{, a m1n.Lnurr> Ot• "•.-> Gar diameters. ems. r' ,�., r
2. All backfill inside the foundation must be approved gravel compacted to Elevations of concrete slabs are to tops of slabs_ Concrete slabspoured„ ��Rgi
95% optimum density. .1; x(; P K^ r !-• [� 2
_ "•-� 1: on grade 9h.a11 be. f>aur<>.1 Sn -r- r-ul- f„t.0 atL<>r•uratr> uu.l,> nut oxcoosllrt
3. t"aximum assumed soil boaring prussurw,?-000 pounds per square foot. y 7 4' �, `'rl 7 t�00 square feet in area; the ratio of len t• t3 .
'-•4s , q . h to width of an net shall _,7a Sx• y`r•^p�. `- Kf`�' - ry.
POURED IN PLACE CONCREIF y• not exceed 3, Y
" ! -.4- , r - 'j �} . � � 4 . Co ti[ kt r Co _. �! 12 I f 7_ i1a /r
All concrete to have a minimum compressive strength of 3,000 P.S.I. at t��rl r 7. The General Contractor, nhrr.Ll install all anchor:+, 1.11nr nleevon, insorts,
chases, etc,, to be set in concrete as required for the work of the trades Ci �,���i f'� � G1 , � ' r u;�
y t� 7. y 1 K i,
28 da s' ', r.>tCl and verify the locatioris of the >amo vofore: >r•occedln with the concrete >
ZIP
2_ Concreto coverage of reinforcing aLoel nhall be: 3 For bottors4 of footingal T_. r work.
2" For other concrete 1n contact with r, tii ti ,jL
c soil, 13" Roams d Columns and 3/4^ All construction joints are to be koyed with a t>ov<rled 2xra. Dowol reinforcing
t 1 3 ro
For slabs. q,,•k`s•,,;� •j" :d 48 diameters at joints. ,�.- „ �'�r,� •t Y 1. -r ' t=,. �<fi'r�t.�;.., -•a,: . 4 .i.�?'. #.s3 ,qw�: �7 y �biriltl$� t ` '
steel shall be new billet ste<1 of intermediate or hard
All reinforcing -/
3. i
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M ryfyk� G' . -`4 P' in conduit, ot<• ,n: - _ _ r ,Ta �. ', ! .•s<�•., ,ti rr,_ �,�fr
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_ _ ,.., �._ ..e .{,;, 1 P g._ . r_r in thr u„ �., ..i --^ .. -:�. ,.
grade with minimum cold atrc:rn F _ C.O 000 p.:r_ 1 _ confor•minK. to AS A 615 �'� r „ ., },� r f Y, rdr crr a n,hr.<1d.,<t 1n ccn�c_tute shall be ,.. r;. �..--, ,,� ,... 1,.•-:• ,,, ., ,, _..J+. - „,;.�.}},, ,�;..:• -��; �i ",<•�^.. ,
6 Y Y . Ar 1 ::.. M. ' a i - i . -:Sirs k w I s , SL wr -Y s ,-,4 t !a a % r
placed strictly
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rovisod to data. � � µ _�{ .,, t f a .i, Aluml,nUm °. '�. •" � f•.+. �;rt .,„ . ., =r .r # i.�ylv(L� n�-•� / i•G
y- >...,y fwh rht •" i ,•.r.. :.�� v,- *ssXST: ry y+:rt�r_W ♦ ti �+ I i'(KV t�i
y n,7; •zr.:. products shall not be embedded in concro e, Pt in c du et. , + ,, r - > ,, �, s+ r t`c 7 a ,, .r ^
C1 P S. on it , e . , shall
ad wire fabric for concrete relnfo smont .shall conform to A >TM r. ;; 1 -., - t' �! �,y•�1 L `., l '
4- All weld 1 R'c E>,..,.n � be placed so a3 to «rtintvin the tall � �I", �`' .,
j :rlab O:> gr ade tt>ickneern Ovur such " t:w xar -. C✓Lf t tT W IrV T
A18 revised Lo date. Fabric in eonct eta slabs on earth shall bo in the .. ..�'.•., '' ", .` *+k.�t'.f..n qa..r,,..F,::}, %✓�Jr/tri
5'�•rafi piping or conduit. ,r.. .P .. t
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nr t.tiA �nlab and 4t>all be, .tn nnn rt_..A d.>rin a' e:nrrr<a t_s± n7 nt-axn<.nY._ _ r. .,,y._ - .,.._.,.,,,,, A:•:Sti.-�(!�.:'�..�'�--.i. ^,47 :'r.: ..�.1..1.r-.-w.. .•v .t.`rrr.,': •`_X ,:.r�.c'�"'5��3r A_i
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All openings in concrete walls to have at3d tional 2 - 05 rsbays all around opening extersditw
beyond open i nr{ .
�.- ftr•�o�3g ,;� JONN N, EBERLE
ARCHITECT
6880913 WINDSOR, CONN, 06095
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TRAT. 3TEF.I,TiFL JOISTS 7�i
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1 structural steel shall be fabricated and erected in accordance with A.I.S.O. type 2 1. Joioto shall. be fabricated and eroctod in accordance with the Steel Joist Institutes' �
onstruotion. Spocificatlona. .
inimum connootiona shall be designed for a minimum of 10 kips for welded conneotlons Stool joints bearing on fuaoonry shall have raduX
ve hoaing nota oolgned for ronitant
ad a minimun of 7 kipo for bolted oonneotionn.
naximum boating pressure of 7,00 poi.
11 structural steel ahall be A-36 steel. 3. Mechanical eqtilpmont, ductwork, pipin g, etc. hung from joists shall have hangers `� 2'IZ A (.0
11-lintels bearing on masonry shall bear a minimum of 811 each end. located at joist panel points only.' T
4_ No holes shall be made through o g (
o hangers of any typo :hall be hung from or attached to steel roof Qeo1c. > ug iet members for attachment of hangers thin includes 2 �5 X 3'�Z i (�)'�
self-ta in acs•owz�) .
oof dock shall be 1}11,•22 {age, type B painted steel deck and shall be welded to supports ��r e, IIzid in pshatl be h t• `
ith 5/811 puddle welds 0 1811 o.o.. Side laps to be attaohed w/ self -tapping screws O ' g f i" x�14 x 1/8" horizontal, welded to top and bottom chords and
6" o.e.. Weld end laps m 12" o.e.. Ends of :heats small bear a minimum of 2" over steel ,n horcd In w;171a, with 1, , x 3" x 4" rand 5/811 y5 nloovo anchors. U.N. �1 ``j .�,
upporta . a y,j + w F': ` �C w
11 steel to receive one coat of runt inhibitive paint. e;:
- _:.e, .• . ...--. ..--.,� >F ..'., ,._f . •i'," ,t'`[': Ss I >t'- .>. ,�'a:{ . '1�%.r •r"5,.. ..,� -J'E1 s. 1 r1" �I t_ : l`A . - '''*` « - �/ K' I ` f�
11 werlda shall be made by welders who have boon certified according to the requirements
r
roscibed in the "Standard Code of Welding in Building Constuotion" of the American < n•r p�
gilding Soolety (AWS D1 . 1-79i • . Ut i �)✓r.b�li,t�. $ -'. / w1. X IIZ , r �� +� . �a v/ 1i 2 t \V/
�,ofs are not designed for ponding. Provide scuppers to prevent roof pending in case
C drain failure.
1ruatural :tool which supports masonry shall be shored until masonry to erected and
•t..This applies to. steel lintels which are greater than 4'-011 as well.
?came roof opentrigo with L 33" x 3+" x 5/16" U.N.
JOHN N. EBERLE
ARCHITECT
6880913 WINDSOR, CONN. 06095
l/Y" Sj�dx
II p
D (�
p 5 1989
South Windsor
BUILDING DEPARTMENT,
TO THE BU,WING DEPT. TO'43 Gf SOUTH WMDM
This certified that this plan and specific-tlons are true
copies of the proposed building or alterations to be
� erected at n �% �`
--- �G/�-iY1EG 1 J J 5tre®t
together with amendments stated to ^polication and
filed with plan and 1 agree to comply with all zehing,
bu
Building and state laws and such o 'crs a a
issued by the llding Depart ent d�. ' I8 pen eney
of this ap tica on and fins ssuan
of a b ildind
permit.
X This plan Is
This plan is pproved subl t to the condition that
orders and ordinances re lating building shall bo
complied with.
Conditionally APProve4
These filed with
Clerk
di<ullding lnspector
TS T/-,M 11=, Sw I T'a A - el-( 0-T1 tz�, CTY P a F 4�
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TRANSFORMER PAD
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TYPICAL DIRT LEG DETAIL
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FLOOR PLAN '
ALL WORK SHALL COMPLY WITH:
CBBC THE CONNECTICUT BASIC BUILDING CODE
BOCA BASIC/NATIONAL BUILDING CODE -- 1984
N n N MECHANICAL CODE - 1984
u n N PLUMBING CODE - 1984
ti 1986 ACCUMULATIVE SUPPLEMENT TO ABOVE
NFPA/70 - NATIONAL ELECTRICAL CODE - 1987
CFSC - CONNECTICUT FIRE SAFETY CODE
CBBC - THE CONNECTICUT SUPPLEMENT
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— 300
11
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1790
South Windsor
BUILDING DEPARTMENT
TO THE 6tjZfIM Okn. WINN CE SC AIA '--- I
This certified that this plan and specification s are true
copies of the proposed building or alterations to be
erected at
Street
together with amendments stated In application and
filed with plan and I agree to comply with all zoning,
Building and state laws and such orders as shall be
t 1 issued by the Building Department during pendency
? �f of this application and final Issuance Qt sk building
permit.
Signed _
c
This plan is approved subject to the condition that
orders and ordinances regulating building shall bq
compiled with.
Conditionally Approvp4 DIG" BIAA witu
Building Inspector Clerk
Ato NO.
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ALL WORK SHALL COMPLY WITH:
CBBC THE CONNECTICUT BASIC BUILDING CODE
BOCA BASIC/NATIONAL BUILDING CODE - 1984
M u M MECHANICAL CODE - 1984
u II N PLUMBING CODE - 1984
11 1986 ACCUMULATIVE SUPPLEMENT TO ABOVE
NFPA/70 - NATIONAL ELECTRICAL CODE - 1987
CFSC - CONNECTICUT FIRE SAFETY CODE
CG8C -THE CONNECTICUT SUPPLEMENT
40
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PROJECT NO.
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DRAWN MH FIF\E PROTECTION Y PLUMBING
CHECKED
HW
APPROVED HW
DRAWING NO
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SO WINDSOR CT. I
Pt AN' PREPARE 0 By
LEGNOS AND CRAMER. INC.
CONSULTING ENGINEERS
246 FARMINGTON AVENUE HARTFORD CT 06105
SCALE �n _ I —� DATE I O— 9 — ��!
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4
4
Axagni
EC : i Ike
South Windsor
13UILDING DEPARTMENT
TO THE DiILDiNG DePT. TG-"..- -- -
This certified that this plan arM specific
copies of the proposed building or alterations to be
erected at
street
together with amendments stated In application :rl
filed with plan and I agree to comply with all zonin:
Building and state laws and sudh orders as shall t
issued by the Building Departtndnt during pendcnc.
of this application and final ist"rice of a buildrn : '
permit.
Signed
This Plan !s approva subject to the condition that
orders and ordinances regulating building shall be
compiled with.
Condltionalty Approved These filed with
building inspector
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