HomeMy WebLinkAbout1835 MAIN ST Home Occupation Information and Application Form
i / ASSESSOR'S USE ONLY
lY Minor Approved by RaQ Date Home Occupation Type
o Major Code
Name KTac (�. �itcnlcp DBA PMO-AZeA•J A!1Li-;fie 1Z4CS:oRart-aJ. LLC
Address of Proposed Occupation: 183E bliss 3 SraA-r,, C i o6-0-7c!
Telephone (e�Ql S`1 u -6`1 9 8 Zone 4 - i a (Note~in DRZ,NY zones only minor home occupations are
allowed;approval letter from homeowners w=required
Description of Home Occupation:
NPC—,,&Z, 11,M9 An>n 342-1 12tF"0,1 a—, r0AJ 1?-'C top[c.r-J4 6701-70404✓
1Zrr6!z5,it2tn C'w2i Z�ZCD f1�WG.- Zni — r' C� 2�rnan.res2 �I2�t A1/>t t�� �o
/1�7�2cr� 'Ti+j e20..►.✓C NuMg.c/L O/= C'alSuM,uLS iifa� k1ANi T� Si�45/ �.�
TI+is tz Homes- o c V Le n-6 e-o,nn► ✓A Y-\o re
1
Please use the boxes below or an attached sheet to provide the following: A.Proposed Sign
1. Attach copy of plot plan if available.
2. Use Box A(or attach sketch)to draw proposed signage.
3. Use Box B(or attach sketch)to draw the floor plan of the Home
Occupation area.
4. Architectural elevations for any proposed additions or modifications
must be provided.
FLOOR PLAN (_Basement _1�`floor _2nd floor)
Floor area of dwelling 214 a s,q Fr
Floor area of home occupation 70 tq ?-i
%of floor area devoted to home occupation 1/ lo
I have read the regulations regarding home occupations and will comply with said regulations.I understand that I must notify
the Planning Department in writing upon termination of this occupation at this address.This permit is not transferable or
assignable to another person.In the event of relocation,the permit holder must notify the Planning Department in writing to
transfer the permit to the new location.
Signature of Applicant Date 19/a 1 111C
Signature of Owner Date 21 1 C
Cc:Assessor,Building Street File
(OV1N SE,
o I J
y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
~OSOR•coN� AREA CODE 860/644-2511
August 29,2003
Mrs. Karen Jurgelas
Therapeutic Riding Center of America
1835 Main Street
South Windsor, CT 06074
Re: Appl#0348P,Therapeutic Riding Center of America
Dear Mrs. Jurgelas:
We are pleased to advise you that the Planning&Zoning Commission voted on
August 19,2003, to approve with conditions the above-referenced application for an eight-week
pilot program for a Therapeutic Riding Center on property located at 1835 Main Street,A40
zone. This approval is subject to the following conditions:
1. All parking of horse trailers and cars must be accommodated on this site.
2. The site must be monitored for debris at the end of each session.
3. This approval is for an eight-week pilot program ending by mid November 2003.
Sincerely,
1,4�
Kevin McCann, Chairman
Planning&Zoning Commission
KMcC/kah
cc: Joy O'Connor,Zoning Enforcement Officer
Chris Dougan, Acting Chief Building Official
Charles Danna, Assessor
Bill Lanning, Fire Marshal
Jeff Doolittle,Town Engineer
�0W N Sf4
e r 7-own0-ye S,0� vz,,�
c =�
o` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
!~OSOR•c0 AREA CODE 860/644-2511
REVISED
September 22,2003
Mrs.Karen Jurgelas
Therapeutic Riding Center of America
1835 Main Street t
South Windsor, CT 06074
Re: Appl#03-48P, Therapeutic Riding Center of America
Dear Mrs.Jurgelas:
We are pleased to advise you that the Planning&Zoning Commission voted on
September 16,2003,to approve with conditions the above-referenced application for an eight-
week pilot program for a Therapeutic Riding Center on property located at 1835 Main Street,
A40 zone. This approval is subject to the following conditions:
1. All parking of horse trailers and cars must be accommodated on this site.
2. The site must be monitored for debris at the end of each session.
3. This approval is for an eight-week pilot program beginning in Spring 2004.
Sincerely,
Kevin McCann, Chairman
Planning&Zoning Commission
KMcC/kah
cc: Joy O'Connor,Zoning Enforcement Officer
Chris Dougan,Acting Chief Building Official
Charles Danna,Assessor
Bill Lanning, Fire Marshal
Jeff Doolittle,Town Engineer
c�
NO TES -
1. AREA OF LOT lU = 34,576 SQ.FT. = 0.794 ACRES.
OPEN SPACE 2. ZONE OF SUBJECT PARCEL IS A-20" (FRONT POR77ON) AND A-3O" (REAR POR770N)
nKILKENNY SUBDIVISION" MINIMUM YARD REQUIREMENTS.
m TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR FRONT = 50 FEET
o 0 SIDE = 15 FEET
m n v REAR = 50 FEET
a O U?
J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN717LED -
< %U 0 �� KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD
r p SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE.- DECEMBER 20, 2006 SCALE. I IN.=
=Rl 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATE'S, INC. C119L ENGINEERS WIINDSOR,
o -{ CONNEC77CU7-
_ O
O-n 4. APPLICANT MAP PREPARED BY
MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
E C/oROBERT MANNARINO 200 PIGEON HILL ROAD
w D S O1-55�46 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484
" -< 177 17' SOUTH W/NDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095
352.8 _ �
TEL. # (860) 289-7055 TEL. # (860) 688-7288
r� 5. ELEVA77ONS ARE BASED ON NGVD29.
350 ` ---
6. NO ZONING V10LA710NS WITH RESPECT TO LOCA770N OF EXISTING FOUNDATION, AS SHOWN.
346.2 342.0 7. EXIS77NG HOUSE -
+ + GARAGE FLOOR ELEVAT70N = 320.14
-_ 50' R'Y' FINISHED FLOOR ELEVA77ON = 322.05
348.4 -'- BASEMENT FLOOR ELEVA77ON = 313.35
340
c00o, tv - , 8. LEGEND -
cn
330.4 -- 327.1 �310__ EXIS77NG CONTOUR
�= ---330'--- + + x 310.0 EXIS77NG SPOT GRADE
+ 329.3 328.5 670 SANITARY SEWER LATERAL
� --- - G
330.0
W WATER SERVICE
FD F0077NG DRAIN LINE
CONCRETE PATIO 322.9 G GAS SERVICE
319.4 321.0 TELEPHONE, ELECTRIC AND CABLE 7V SERVICES
�2p + 320.4 +� ` - + _ - - __-32 T,E,TV
----'318.5
9 ' 318. � 320.3 ot8.o', 318.1 cv
1 0 319.3 + GAS GATE
I320.1 , 17.8' ti� 11.6' 14.3' 316.5 316.8 WV
EXIS77NG HOUSE HATCHWAY WATER GATE
(6-3-08)
.6
SAN. FL.= 311.0 d GM � 316.52
00
o EM ELECTRIC METER
CONCRETE FD FL= 312..2f M O r� o GM GAS METER
�
WALK COVER
�7tq
ED 7.3' r 7 �0 15.0' EM Q I 316.78 EX/ST/VG NpUSE
23,7' N i/
PROPOSED NOSE 319.6 320.20 31 .9 ^ 31 07
N i �, = eir. Co C.
z 1 v7 DRIVEWAY
23.4 13.0' 7.3' I
319.912 315.78
50' 320.1 C
319.7
\ BIT. I p I
DRIVEWAY
318.48
s.9%
CO
YD #3 318.42 nui 1
(PRIVATE)
TF=37 6.5
N
I YD #2
_ o (PRIVATE) 10' WJDE C.L.& P. CO. EASEMENT'
- 316.61 314.40 i J 314.2 _ I TF=310.80 10' W1DE YANKEE GAS EASEMENT
-_�--� 317.00 - 315.88 - 10 311'70 & 10' WIDE STREET TREE EASEMENT
UD _ --,3_13.3 312.09 \`
5.74 314.75 312.981 BUD 1.
00 Cs315.90 SAN.MH 7 1 311.24
K�L ROA
TF=315.93 I 310 OS \
MgS _-_-_- -- _I__ sAN.MHl/6
TF=317.81 ENO•
R=325.00'
CB
L=90.00' TF=310.37
D=15 51'57" FD FL=306.5
SANITARY SEWER LATERAL
FL= 303.7f
SANITARY SEWER LATERAL FROM
HOUSE TO MAIN LINE
105'-670 ® 9.190
THIS SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE WITH SECTIONS
20-300b-1 THROUGH 20-3COb-20 OF THE REGULATIONS OF CONNECTICUT RECEIVED
AGENCIES- "MIN/MUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY 00 WJ LUud
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
SOUTH wiNDSOR
ENGINEERING DEPT.
GRAPHIC SCALE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 4o so 000e`�OF �!!�C�,+T�. OoOF••-AiN �•.e� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
�,y�P,,.�M. ALFo�-.c ;� ,,•4���o�r'` ova , MANNARINO BUILDERS INC.
?3
L.S. N0. 9344
( IN FEET ) IMPROVEMENT LOCATION SURVEY
♦ e CIVIL ENGINEERS
Nor 9344 - No. 9 44 v
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 9-3o-08 ADDITIONAL AS-BUILT lNFORMA770N .�APo-:<ICENS��.' �� e°® %�t ��CENSE�. o v��,, I WINDSOR,CCNNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE , e . q y , fCILK�NNY HEIGHTS
�SSIONAL ENO{{{{ �•si+D S U RN
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 3-18-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES •ass,ONAL �{►° ?,,I LOT 10 - WILSON N.ALFORD,JR.,P.E.a L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 208 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: SEPT. 5, 2007
D:M07072PP-10 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE
_ NO TES -
n 1. AREA OF LOT 10 = 34,576 SQ.FT. = 0.794 ACRES
I 2. ZONE OF SUBJECT PARCEL /S A-20" (FRONT PORTION) AND A-30" (REAR PORTION)
OPEN SPA CE
Z " "KILKENNY SUBDI VISION" MINIMUM YARD REQUIREMENTS.•
m TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR FRONT = 50 FEET
0 SIDE = 15 FEET
m n V REAR = 50 FEET
-
_ C J. BOUNDARY INFORMATION TAKEN FROM PLANS EN711LED
lialkrA/A/Y urtamTC SI,IRDm1iz1IM PLeAl OREDAPED F^vR IJAAI IADIifn OUitnE*O, IAI� 32v Ann ROAD
r SOUTH W7NDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE.• DECEMBER 20, 2006 SCALE. 1 IN.=
40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WIINDSOR,
p CONNEC77CUT"
-- ---" � _ - - - ' - - 0
O -
1 - _ - 4. APPLICANT: MAP PREPARED BY•
C- T -, MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
_ u y S 01.55 � i _ -f; ,:- C/oROBERT MANNARINO 200 PIGEON HILL ROAD
.4n
400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484
v 17 - ,�` SOUTH WNDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095
- ��' TEL. # (860) 289-7055 TEL. # (860) 688-7288
5. ELEM77ONS ARE BASED ON NGVD29.
6. NO ZONING VIOLA77ONS NTH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN.
p Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA7ION OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
GRADE OF PROPOSED F0077NGS AND FOUNDAT70N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
50' R.Y. MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. MIRAFI FABRIC
- 33? SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME.
& DURING CONSTRUCTION, M/RAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF.
9. LEGEND -
EXIS77NG CONTOUR
N 3 30 x 310.0 EXIS77NG SPOT GRADE- ,26. q
(Z
I N • j4' �� 3l / PROPOSED CONTOUR
PROPOSED SPOT GRADE
GRADE TO DRAIN
SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
Iy PROPOSED WATER SERVICE
FD PROPOSED 6"0 F0077NG DRAIN LINE
i
rFDFz.=
CV CHECK VALVE lS REQUIRED ON F0077NG DRAIN LINE AT HOUSE
SED HOUSEG PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
�A 312.1 / w M T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
L= 3f0.5 PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN S7REET
v, 1/� ., O � �^ E
63'8' O �'ROPOSEn CONSTRUCTION ENTRANCE PAD
-
h HOUS NOT TO SCALE - M/RAF/ FABRIC FENCE - TO BE PLACED PR/OR TO ANY CONS7RUC77ON AND
w 23 4 N 7� E MASKEL ROAD SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED
PROPOSE SE 320.0
o 0 0 0° 10. PROPOSED HOUSE -
Ilcp
23 6 50 0 0 0 0Al
PROPOSED GARAGE FLOOR = 320.0
/ 0SED TOP OF320.G W° ? PROPOSED FIN SHEDFFLOOR = 322.0 21.0
1 b �
N I o 0 0 0 o N APPROXIMATE BASEMENT FLOOR = 313.3
319.0 `n ,' N 0 0 0 0 0 cp
9 0 0 0 0 0° c TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE 77-IE FINAL EXTERIOR GRADE.
9.57
ZZf- 3 2 1D 318 :I;�o o 0 0 0 0 USE GARAGE FLOOR ELEVATION TO SET GRADE OF THE HOUSE. ADJUST OTHER FLOOR ELEVA77ONS
VATS) 1 J%!� o 0 0 0 0 BASED ON THE ARCH17EC77JRAL PLANS.
=31s.5 316.8 _ I # p
31 n - II p (PRIVATE) 0 0 0 0�o 11. PRIOR TO STAR77NG CONS7RUC77ON, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
3 0 =_ " 316.3 co ;� TF=310.5312 PLAN REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL
- 4" MINIMUM CONK. BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
UD - _ - DOT
TE2* STONEABRIC DOCUMENTS BY ALL OF THE PERMITTING AUTHORI77ES
UD
I WIDTH= 10' MIN.
-UO�' �g 319 9 SAN.MH 7 1
TF=315.90
EL ROAD �16 -- ---- ���1- SAN.MH#6 NOTES: SECTION SEEDING SCHEDULE -
MASK 311.85 °p 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE `,-
y�0 THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER Will) FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. SEP .I L�1Ui
UNDESIRABLE MATERIAL PERMANENT VEGETATIVE COVER:
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 SOUTH WINDSOR
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING
R=325.00' THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ENGINEERING DEPT.
L=90.00' CB #9 ADDITIONAL LENGTH AS CONDITIONS REQUIRE. LAWN AREAS:
FD F USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
FD FL=306.5
D=15 51 57„
KENTUCKY BLUEGRASS 45%
SANITARY SEWER LATERAL CREEPING RED FESCUE 45%
INSTALL CONS7RUC77ON ENTRANCE PAD FL= 303.7f PERENNIAL RYEGRASS 10%
PRIOR TO ANY CONS7RUC77ON SANITARY SEWER LATERAL FROM APPLY 1-3 LBS./1000 S.F. I�(A MINIMUM OF 20 FEET LONG) HOUSE TO MAIN LINE TEMPORARY VEGETATIVE COVER: tl
105'-670 ® 9.1% SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15
OR AT OTHER TIMES, WEATHER PERMITTING
USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN �Oti�
THIS SURVEY AND MAP HAS E'EEN PREPARED IN ACCORDANCE WITH SEC77ONS ENGINEER -
20-300b-1 THROUGH 2O-30Gb-20 OF THE REGULA77ONS OF CONNEC77CUT ANNUAL RYEGRASS 100% Southwndsor
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE APPLY 1 LB./1000 S.F. �juI1 DING DEPARMEN-V
STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON
OF LAND SURVEYORS, INC.. IT IS A LIM17ED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO RE USED FOR AN IMPROVEMENT LOCATION SURVEY.
GRAPHIC SCALE ���� N ���o. 's* or...'NN..���.. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 ���0 „ALN '.�•� f `� •A�F7 PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
''� °���( ' ��_' �� ' MANNARINO BUILDERS INC.
I .
( IN FEET ) `*:3 ,�.�* *?� �'yt L.S. NO. 9344
THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 �' No. 9344 IMPROVEMENT LOCATION SURVEY MIL ENGINEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.A�'o':��cENSE°•� � �` c ..... °•'i*lw KILKENNY HEIGHTS WINDSOR,CONNECT}CItT
••��i:�SIONIC •�0�� ' •••• , es III%\� �'''' •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR �•••.....•� LOT 10 - • WILSON M.ALFORD,JR.,P.E.R L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 208 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: SEPT. 5, 2007
D:M07072PP-10 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE
63-0-0
17-6-0 2-0-0 11-6-0 18-M 14-0-0
--- --.._----. .-----_..-- -- - O
LR1 Nl .
HHUS28-2 ( o
SIMPSON HANGER LR 1 N
L j
0
LR1
LUS24 N o
I,
SIMPSON HANGER I >-0-0 I 2-0 0 I >-0-0 2-^
LR1 N
2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2 0-0 2-0-0 2-0-0 r/ r 1/ o
I T T T C, � � �_ �+-� LR1 1 N
- - - -
C?
_o -T-6
ry _o _o Nr \ \ LRV5 N o 0 0
N --I r --- �/ ----- --- -- - --- ----------
1 ` ' r DX/A ry ry -WA-i
- -- L 1xv -r
NJ J _! 6 N N
N
p coM co M
co
co p � to o
N LR7 M W W w W co , r LR7
J J LRV2 C.� N
�� J ; LR8
LR8 N
N L 1
4 � -- - - N ' � I, O
I�.R9 --- ---- ---------- - ---
--- 2�� 2 0 0 2 0-0 2-0-0 1-7-0 2-0-0 LR9 `oV
LR9A
N LR917-M
i N o
LR9A r `�
Tv
2-0-0 3-0-12 2-0-0 LR9
� N p QO p M N N N \LR9/� \ .� �: N N N !V ry I I DO_\ - N
o J W � � J J -- __
LR9A J LR9 6
- LR9 " m
--
j LR9A
n �\
LR9 -- ---� � rr `� coLR9
SIMPSON HANGER -_- i =__ _ ---__...r I.L
11
N LR9 T - LR9 N
- -- -- LR9 !
o o
- - J
a
-+-- ---- -- L V1 _ J =-- I "
LR9 � -0
-
LR9
" 13 PLATE ILV2 HEIGHT LR9LR9 0
C6 --- -- L V3A o AA
LR9
NN N
LR9 -_-_ - _-- -_ - �-rc v4H L ' ' 8-2-0 LR -- _=---
8 LR LR7
" LRV5A 2-0-0 - N
o 0
0-11 4 LR9
0
LR9 - - -- -- ---- -- --
LRV6A N
CID - Ilk - - J J J
co
o
LR 14G R - o
d -- -- - - 2 0 2- 2-M 2-0-0 1-1-8 2-0-0 2-0-0 2 0-0 2-0-0 2 1-2 2 0 0 2-0-0 /2. 2-0-0 2 0 0 2-0-0 2-0-0
N - _
o 'I LR14 THGBH3
o SIMPSON HANGER
N
lI
LR 14 HUs28 LUS24
o HUS28 SIMPSON
Q ISIMPSON SIMPSON TYPICAL
I HANGER HANGER
0
LR 14 TYPICAL TYPICAL
0
N
LR14
O 0)
N
N
0
LR14
N it
LR14
N �_I R 1 AC-,R R,
o
LK14 LR.17GR SIT ON
N
9`1l LR14 14 9'—ID" PLATE AND
CREATE 13'-0"
' ' WALL (FUR OUT
LR14 WALL BY OTHERS
N
LR14 l
LR 14G
0
uU JAN 31 ZM8 U MANNARINO BUILDERS
South Windsor LOT #10 MASKEL ROAD
BUILDING DEPARTMENT SOUTH WINDSOR, CT.
13-0-0 13-0-0 8-0-0 14-0-0 15-0-0
ROOF TRUSS PLACEMENT DRAWING
9/14/07
0709061 B
63 0-0