HomeMy WebLinkAbout126 FRAZER FIR RD RECEIVED
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT NOV 3 a /
**#** FOR C OF O***** t
SOUTH WINDSOR PLAN ING DEPT.
ADDRESS I� �C1Z i` LOT UNIT#
/ Reviewed byj� _(Engineering)
CONTACT/DEV_ 1116 0 rl q r I m i? Date Reviewed 11 136111 Denied CLIP
PH#
Reviewed by (Planning)
Date Submitted_ I I dj l I Date Review 61-3U"I) ro led
Date Reviewed Approved/Denied(Health)
As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
1. Approved building permit plan
2. Finish grading per approved
building permit plan
3. Site work;i.e.trees,shrubs,
dumpsters,required parking
4. Utility location;
a. sanitary sewer/septic systems
b. foundation drain
i C. electrical&telephone
d. water
e. offer G-lis
'--� S. Sewer connection charge paid
" — 6. Appropriate certification
7. Bonding
8. Planning&Zoning/
Inland Wetlands Considerations
a. Lighting
b. Signage
Freestanding Wall
C. Fee in lieu of Open Space
COMMENTS: 6, e4- Ca S ^" d
40 �G Food.
s/engineeri Wmolloy/site Compliance cheddist
NO TES -
PROPOSED ACCESS AND OPEN SPACE "D1" 1. AREA OF LOT 39 = 24,889 SQ.FT. = 0.571 ACRES
STORM DRAINAGE EASEMENT
TO THE TOWN OF SOUTH WINDSOR -� TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR 2. ZONE OF SUBJECT PARCEL IS R-R OPEN SPACE"
(THERE SHALL BE NO DRIVEWAYS OR MIN/MUM YARD REQUIREMENTS.•
FENCES W77HIN THIS EASEMENT) FRONT= 40 FEET
SIDE = 10 FEET
DETENTION BASIN O REAR = 20 FEET
----- _ ry N T 4a
' _ _ J. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED -
1 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNAR/NO BUILDERS, INC. MASKEL ROAD AND
'10'24" E BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007
N 47
,� S 34 I REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
24'43" W,-' ,2k6 ; �.
` 141.42 521 10.03' ENGINEERS W/NDSOR, CONNEC77CUT
-----' ''
--------- - ------ 4- - --- APPLICANT' MAP PREPARED BY
-= PROPOSED SANITARY SEWER EASEMENT MANNAR/NO BUILDERS, INC. ALFORD ASSOCIATES INC.
A
___-____---248-------- - TO THE TOWN OF SOU7H WINDSOR C C
________ 213.30' (TOTAL) % ROBERT MANNAR/NO 200 PIGEON HILL ROAD
20' R.Y.250 -- ALL BE NO DRIVEWAYS OR 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484
_ (THERE SHALL
_-_ E , sAnt,MH FENCES WITHIN THIS EASEMENT) SOU7H WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
p 1�5i o �= 24 020
10 S.Y. s a� 252.1 s.ao _ TEL. (860) 289-7055 TEL. (860) 688-7288
-
1 -, --------- -- --- - _-
__250--' �b r_ 5. ELEVATIONS ARE BASED ON NGVD29.
251.3 _____248 p c N 6. NO ZONING VIOLA 77ONS WITH RESPECT TO LOCA 77ON OF EXIS77NG FOUNDA TION, AS SHOWN.
`, �, z 246.1 < FOOTING DRAIN FL=245.9
FLARED END`#3 , o -p �' I 1 7. EXIS77NG HOUSE -
FL=245.5 I N� I sl � + 247.0
wl GARAGE FLOOR ELEVA77ON = 255.36
' I �I� m 39 ``_____-''24 r"�' N ------ FINISHED FLOOR ELEVATION = 25Z40
10' WIDE ACCESS DRIVE ; o a BASEMENT FLOOR ELEVATION = 247.83 (WALKOUT)
TO DETENTION BASIN AND N SANITARY SEWER LATERAL
OPEN SPACE "D" N i ro + 248 0 + 247.0 w FROM HOUSE TO MAIN LINE 6
4. o �} 15'- 610 ® 12Z t 8. LEGEND -
o ------10.3'----------, SAN. LATERAL FL= 243.2t -
- 310__ EX/STING CONTOUR
40 I 2sp,248.0 ' ,-20' m p
_
S 4070'30" W I 248.6
205.12 DECK N qj' _ x 310.0 EXISTING SPOT GRADE
-- 251.6 14'0 N 25 49.1 J�8
I .0' 1.4' ------ W----------- WATER SERVICE
N 2nd FLR. OVERHANG-�FD I
I ' FO FOOTING DRAIN LINE
U, --- 2.0x18.0'
EX/STING HOUSE 1S
I I 255.47 Fn 1 FL=2 246.6 m AC S 6 SANITARY SEWER LATERAL
BIT. CONC. o SAN. FL= 245.Of GM` -' /STING /,/0
l G GAS SERVICE
USE
N I DRIVEIYAY 6'x9' COVERED STOOPS 7 251.8
21.6' EM T,E,TV TELEPHONE, ELECTRIC AND CABLE 7V SERVICES
6' 11.6' 20' WlDE STREET TREE EASEMENT
254.23
1253.E ALONG E'SMT. IN FAVOR OF THE TOWN OF SOUTH WINDSOR • GM GAS METER
40.6'255.34 217' 255.7 I i L=5000'0 10' WIDE C.L.& P. • EM
. CO. EASEMENT ELECTRIC METER
1 o + 40'q c, \ D=01'08'46" AND 10' WIDE YANKEE GAS EASEMENT �1V
ALONG E'SMT. 1 11� :P-
± / 255.3 { 253.E �' m WATER GATE
R=2.5'00' rn / 254.0 ~ 4' WIDE CONCRETE WALK GV
L=12.50' I ----- -� - _ -�'- GAS GATE
D=01'25'57" CONCRETE
_PAVER WALK _ 7 AC
AIR CON01710NlNG UNIT
254.1 _ ON CONCRETE PAD
253.33 253.5E WV 3.98 2
�-
#25 252_54_2 2.62_253.07
_ 52.42
_may ce #3 SAN.MH. CB 2 J SA,r.H 321
23 TF252.55 TF=254. 1 FRq 0 SAN
254--- 34
0�
\/
ZER FAR ROADR
,i zF-253.
/ 1 TOTAL ALONG LOT 39.
R=500.00'
L=99.70'
D=1125'30"
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE W/TH SECTIONS
20-300b-1 THROUGH 2O-300b-20 OF THE REGUI_ARONS OF CONNEC77CUT
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE ��1�f■��lryseeo�w ♦ + .w TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 o ao eo 'ee,�OF......y��'ses eee! �F..•••N '�. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
4 e,44 ,.• MA Alp�� •� Oe,�P.��M ALF�
R-�� ; g,� R° MANNARINO BUILDERS, INC.
( IN FEET L.S. NO. 9344) :*�� *e *?� �'*' IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 L No. 9344
Cll/lL EI@lC�liyEE6�S
o CENSE. ���;•`', : C :��CENSE�•'o�.�`'e DZEN TREE FARM I WINDSOR,CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE wowt �� °'' '
•
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-23-11 ADDED AS-BUILT HOUSE, GRADES AND U77LI77ES % NAL.�i�,'���' •��`�o,;;; • WILSON M.ALFORD,JR.,P.E.a L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
"'"je LOT 39 -
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 126 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 27, 2011
D:MOBOGOPP-39 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
nEcEivE®
NOV 2 9 2011
SOUTH WINDSOR
ENGINEERING DEPT.
NO TES -
1. AREA OF LOT 39 = 24,889 SQ.FT. = 0.571 ACRES
PROPOSED ACCESS AND OPEN SPACE "D1"
STORM DRAINAGE EASEMENT 2. ZONE OF SUBJECT PARCEL IS "R-R OPEN SPACE".
TO THE TOWN OF SOUTH WINDSOR TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR
(THERE SHALL BE NO DRIVEWAYS OR MINIMUM YARD REQUIREMENTS:-
FENCES WITHIN THIS EASEMENT) FRONT = 40 FEET
„ SIDE = 10 FEET
Ci REAR = 20 FEET
W
DETFN77ON BASIN 45 �%
-----
I ry J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED -
' DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
BARBER HILL ROAD SOUTH WINDSOR, CONNECRCUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007
k6 REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIWL
' N 4724'43" W,-' .2 's 34 to'2a" E
' 10.03'
ENGINEERS WINDSOR, CONNECTICUT'
% ---- ---- -- -
4. APPLICANT: MAP PREPARED BY
_ � N 5136'00" E PROPOSED SANITARY SEWER EASEMENT MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
----------248------ _ _- 213.30' (TOTAL) TO THE TOWN OF SOUTH WINDSOR % ROBERT MANNARINO 200 PIGEON HILL ROAD
_ _______-250----- ---- THERE SHALL BE NO DRIVEWAYS OR 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484
' - - 20' R.Y. !' Sq FENCES WITHIN THIS EASEMENT) SOU7H W7NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
- _ A E 245.8#20
5 6pi o TF= 0 TEL. # (860) 289-7055 TEL. # (860) 688-7288
10' S.Y. "?
-__ ____________ __ ____ ___ 5. ELEVA77ONS ARE BASED ON NGV029.
w
6. NO ZONING VIOLA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN.
4- F0077NG DRAIN FL=245.9
n RODENT SCREEN AT 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
FLARED END //3 - ,L j i p,.p i 39 A6''
FL=245.5 LN I ' ,� �� ; O ,2 +a 10 I FOOTING DRAIN OUTLET GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CON7ROL
of 245.8 ,_
_____+245 9 MEASURESSTOCKPILED A LAND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. M/RAFI FABRIC
FOR M lER/A
'-- f}� ---=------------- SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF 77ME.
10' WIDE ACCESS DRIVE 'I ' _ - g, S REQUIRED BY TOWN STAFF.
. ... ,., __....___ _...._._.. DURING CONS7RUC770N M/RAF7 FABRIC CHECK DAM ALONG SWALES MAY BE
Iv DEIEN-770 BASIN AND ; ; CONNECT SANITARY SEWER `AG
OPEN SPACE D" 41 I FOR PROPOSED HOUSE INTO
I THE EXIS77NG LATERAL 9. LEGEND -
I o 248 247 0 I FL= 243.2f (AS-BUILT INFO.) 3�0-_��'� EXIS77NG CONTOUR
40 S 4070'30" W , I 250 DECK 247
205.12 I , 10 251 5 ` ��0 I •---49-1� 38 x 310.0 EXISTING SPOT GRADE
FD I __ ___ 310 PROPOSED CONTOUR
I 3f0.0 PROPOSED SPOT GRADE
I 5 i
'�� 1z T,ETV PROPOSED HOUSE
' N U" FD FL= 246.6 0
254.0 SAN. FL= 243.21 GRADE TO DRAIN
PROPOSED HOUSE I 57'0" 2nd FLR. OH =� EXISTING HOUSE SURFACE WATER IS TO BE DIRECTED AWAY FROM 774E HOUSE AND GARAGE
249.1-
COVERED STOOP r' I W PROPOSED WATER SERVICE
I ___-- - � � 20' WIDE STREET TREE ,_ASEMENT
254.5 ` - -1- a? ,� 1251.6 ALONG E'SMT. IN FAVOR OF THE TOWN OF SOUTH W NDSOR FD PROPOSED 670 F0077NG DRAIN LINE
255.0 I I cw R=soo.00'
40.7' 40' 254.5
PROPOSED - �253 L=10.00' 10' WIDE C.L.& P. CO. EASEMENT CV CHECK VALVE /S REQUIRED ON FOOTING DRAIN LINE AT HOUSE
BIT. CONC. DRIVE Q D=01.08.46"
', 254.5 , I� I � AND 10' WIDE YANKEE GAS EASEMENT G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
ALONG E'SMT.R=50 0' N ?s /�� 251.5 I 253 8 4' WIDE CONCRETE WALK T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN S7REET
Qn
L=12.50' (A - - PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN S7REET
D=01'25'57 j��O 12. , 42.0' "254- -_ + 254.1 + CONS T RUC TON ENTRANCE PAD- E
-254.4 ,.,. MIRAFI FARP,r FFAIrF - Tn RF Pi A(FD PP/ P Tn ANY OnNSTRI/r`T/nN AND
253.6 _-_____--'' + -�- NOT IU SCALE SHALL REMAIN /N PLACE UN77L DISTURBED AREA /S STABILIZED
253.8 ___ ��- FRAZER FIR ROAD
/ o ��op°o0. 0�° 10. PROPOSED HOUSE -
L --------- - 253.59.-' o�o�o°o 0
25 __ __ PROPOSED GARAGE FLOOR = 255.5
0 0moo°00 0 0 ° : PROPOSED TOP OF FOUNDA77ON = 256.5
o oho�Jo o'o -a Y/!(Ji'GJLu hrNISHED R'00,f = 257.5
2S SAN. H #21 �p � APPROXIMATE BASEMEiJT FLOOR = 247.8 (WALKOUT)
SP kN #2,3 COjF�25�.55 A TF=254.31 F q _�8"0 SAN e 0 0 0 o coo g
254- -- _� �N253 R ZER Fll ROBS oo`�o o pow 2 TOP OF FOUNOAT7CN TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE 774E FINAL EXTERIOR GRADE.
#33 R -p
/ jF 2 53 o o 0 a°oo o c USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS
o°c BASED ON THE ARCHITECTURAL PLANS
a`h0�o ob��ollo`bo 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
PLAN REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONS7RUC77ON OR FABRICA77ON SHALL
4" MINIMUM CONN
TOTAL ALONG LOT 39: . BEGIN UN77L THE CON7RACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER
DOT 2" STONE DOCUMENTS BY ALL OF THE PERMIT77NG AUTHOR/TIES.
R=500.00' FILTER FABRIC
L=99.70'
,AlC All nnAlcrnl/nnnAl cA]� AAInc nAn D=1125.30' WIDTH= 10' MIN.
IIYJI/iLL U vlvlllfxvu IIVIY GIYIlinlYl.G Fell!.- -- -- ^ - -- •
PRIOR TO ANY CONSTRUCTION
(A MINIMUM OF 20 FEET LONG) NOTES: SECTION SEEDING SCHEDULE -
1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE
THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL
ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
UNDESIRAELE 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
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING
THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR
ADDITIONAL. LENGTH AS CONDITIONS REQUIRE. LAWN AREAS:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1-3 LBS./1000 S.F.
TEMPORARY VEGETATIVE COVER:
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
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS ENGINEER -
20-300b-1 THROUGH 2O-300t-20 OF THE REGULA77ONS OF CONNECT/CUT AANNUAL PPLY 1 LB./10 S S.F. 100%
STATE AGENCIES- MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECT7CUT" AS ElIDORSED BY THE CONNECTICUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE in■■■•■•,i. ��i�'■■■" TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 eeeOF CO►VIyC�.��A eeee�oFNM�'j''s. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
;e'y. : : �'y: MANNARINO BUILDERS, INC.
( IN FEET ) o %'" 1 a �� L.S. N0. 9344
*�S * IMPROVEMENT LOCATION SURVEY ����� ���������
No. 9344 ? a C No. 9344 �`
THE LOCATIONS OF UNDERGROUND UTILITIES ARE .''� e�' o ,.�� eee`. WINDSOR,CONNECTfCUT
•�A -</CENSE�•`'�� ,e <--..��ENS�.• o e DZEN TREE FARM
APPROXIMATE AND
'ALL UTILITIES MAY NOT BE •. �� --.,,,..•• ee •. q --. y 0 •
F E� Tee •��i�O S U RN E eee
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •*� S3/ONAL■..■■�''' ""'•"'''��` LOT 39 - WILSON M.ALFORD,JR.,P.E.&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 126 FRAZER FIR ROAD SOUTH WINDSOR, CONNEC11CUT SCALE: 1 IN. = 40 FT. DATE: JUNE 27, 2011
D:M0806OPP-39 P:MO6024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
IUL U5 2011
D
South Windsor
BUILDING DEPARTMENT
ro THE
lnis certified Ih.t l..iy „l.,n Ond spucificut/ons are try•
cn;ies of the proposed building or alterations to b•
rected at
together with amendments stated in a If n ano
tiled with plan and I it ill on and
Building and state laws and to such
or with all zoning,
g��"/"r �'rI'�1"► issued b and such orders as shall be
RECEIVED D Y li a ion and
Department duryM
,. 10 this application and final i B Pendency
permit. - satta of A x ink
JUN U 5 2011 C
Signed
;his plan is uWnved subject 4o the
tiq
1rders and ordinances r condition that
SOUTH WINDSOR :ompifed with. "�ulati"g bWlditig shall
ENGINEERING DEPT. Conditionally Apprg,44 VMM 004 wity
Building Inspeoto,
�I;RAt
+b
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT
r ***-*/** BUILDING PERMIT*****
ADDRESS 102� 7c y �1 !' �fil LOT/UNIT#ZO_Reviewed by C+n (Engineering)
CONTACT/DEV_ Date Reviewed 716.111 d/Denied
PH#`RbO-2�$a— 76S 5'- Reviewed by(_(Planning)
Date Submitted S Date Reviewed i-1') Approv Denied
Reviewed by (Health Dept)
Date Reviewed Approved/Denied
In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot,a Topographic
Plot Plan shall be submitted for approval. The minimum requirements shall include:
Approved Denied N/A
1. Name,address&phone number of
owner/applicant
2. Name,address&phone number of plan
preparer
3. Zoning Information—i.e.zone,open space,
floodway,street address
4. Plot Plan at 1"=40'scale
a. Subdivision reference,abutting properties,etc.
b. Easements of record
C. Lot description,bearings,building lines,
distances,area,etc.
d. Contours,existing&proposed, 1 Or 2ft.interval
where appropriate
e. Building location with dimensions.Elevations of
proposed finish floor,garage floor¢erline
of road at driveway
f. Elevations of gravity drainage systems,sanitary
&foundation drain at the house and the street
g. Tentative utility location(gas,water,electric,
septic system,etc.
h. Title block with name&address of preparer,
date,appropriate certification,live seal&live
signature consistent with the Board of
Registration requirements.(P.E.&L.S.)
5. Sedimentation and erosion control
6. Special Planning&Zoning,Inland/Wetlands
considerations(Plans on file w/Town Clerk)
COMMENTS:
s/engineering/molloy/building compliance checklist
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application is hereby:
TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT —1 -
APPRgVE 1540 SULLIVAN AVENUE
644-2511 ext. 230 Bldg.Permit#
t t0oo:��3
Date Building Inspecto
Application must be printed or typed
FEE SCHEDULE
Location of Job:
L07 39 126 Vco,\3e�z s�. �-
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT Q
APPLICANT ADDRESS
APPLICANT PHONE#
At O W N 8 F,q OWNER
OWNER ADDRESS LAL U C S, 0 Cam►
0007 b. OWNER PHONE
C ESTIMATED COST$
IS THIS A CONTRACT COST? ' Yes _No
W 11 ,: �(✓ FEE ENCLOSED$ Z l y
TYPE OF JOB:
OR-Co t,�ew Installation (oq 3
Alteration/Addition/Repair
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH
RESIDENTIAL
BUILDING PERMIT APPLICATION? ❑ YE NO
❑BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY
❑ INSTITUTIONAL
❑ FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑ GARAGE ADDRESS
❑ MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION _3 #-ja4 h SIZE OF MAIN DRAIN l
NO. OF TOILETS ,Z_STYLE NO.URINALS STYLE
NO.OF BATHTUBS NO.OF SHOWERS _ NO.OF LAVATORIES
NO.OF CONDUCTORS I SIZE " NO.OF STACKS�- SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO. OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW `I YES ❑NO
SIZE OF WINDOW _:2—X IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWED OR SEPTIC TANK
SIZE OF WATER MAIN 1 1 SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE MANUFACTURER
DESCRIPTION OF WORK
l
FHE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND I7TT--
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. 'HYPE STATE
SIGNATURE OF APPLICANT - DATE
(A `;OL1171 WJ1'11 Y,OR
APPR )v1:1 13UILDIN6 DEPAR I N1ENT f�QO,'t;S2
1540 SUI.I"1VAN AVENUL-
644-2 S 1 1 ext. 230 Bldg PcrnLt Y
Date I3uildin In
S spoctor
--
Application must be prints" or tirTed
FEE SCHEDULE
Location of Job:
SO-S1,000=$15.00
Over S 1,000= F
t No. Street
S l 5.00 per S 1,000 Lot No.
or any fraction thereof
Tenant Designation
Apt. No-
APPLICANT ADVANCED Heating & Air Conditioning, Inc.
APPLICANT ADDRESS . 701 Nutmeg Rd No_.
_;South Windsor CT 06074
APPLICANTPIiONt„ (860 ) 282-0205
O w IN F OWNER Az W 4 -
-9
OWNER ADDRESS /
C-9 !� --- 40 0
� p
O��'N
I.1t 70
IMA 11-1)COS 1
n, ('ON11? ,,
(� �J
APPLICATION FOR I-IVAC PERMIT (Conlinucd from
)r S) STEM: 'TYPE OF BUILDING:
0"==4TiNG &,RESIDENTIAL
D COMMERCIAL
IC ❑ ;NDUSTRIAL
"! LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT
J i-;'.'DRONIC SWARM AIR O UNIT RADIANT HEATER --
; 15 T ING RADIATION ADDITIONAL RADIATION , TOTAL RADIA T
:,SIGN TEMP. OUTSIDE. jo _°F INSIDE Z: —_ DIFFERENCE ^"
HEAT LOSS (BTUH)7z —°F (HEAT LOSS SHEET MUST �CCOMPAN '
a.PPLICATION)
c SCRIBE AL HEATIN EQUIPMENT (I:NCLUDI! �IAKE 101)EL NU ,
If .� Ai-eX jig 0a --- --
=" IiE:%TLN'G CAPACITY (INPUT—BTUI-1) &0 NET ILATIIG (OUTPUT-13 I'l ii
"' OF FUEL
:1 G;L—GPM OIL TANK LOCATION :O INSIDE❑ OU'CSL)E CAPACIT
S—INPUTS&Q LPG TANK CAPACITY EL-E, Ci WC—K's�
SIR CONDITIONCL G
'DESIGN TEMP. OUTSIDE ! f °F IN'SIDE=7 F DIFFERENCE _��7
OTAL HEAT GAIN (BTUH i (HEAT GAIN SHEET MUST ACCOMPANI' AP
DESCRIBE Al,,L COOLING EQUIPi,1EN F (LNCLUDING NIAKE &I .N,IODE N'
\:yGc
COOLING C?"JPACITY (BTU} )
-ESC�13E A:rL.AiR HANDLING EQUIP'`?L'N"r (INCLU`DMG KiTChiG'�' E.i;J:,-,_ :: ; _.
--C 1"-,,L SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM)
(?LANS MUST ACCOMPANY APPLICATION)
J-SCPIPTI0N OF WORK
�DERSJGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRI`I
D-Y WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODE- .
" %N-E OF SUCH WORK.
S - C^
C'`'TRACTORS LICENSE NO.
"' IRE
OF APPLICANT
I
i
Lot #39, 126 Frazer Fir Rd.
HVAC Load Calculations
for
Mannarino Builders
Nits
10 IMMIQ
i
i
RHVACResiDENnAL
HVAC LOADS
Prepared By:
Steve Smith
Advanced Heating&AC Inc
Saturday,August 20, 2011
Rhvac-Residential a Light Commercial HVAC Loads Elite Software Development,Inc.
Advanced Htg&A/C Lot#39, 126 Frazer Fir Rd.
South Windsor,CT 06074 Page 36
System 1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Dining 225 7,804 101 1-7 476 2,795 355 127 1.00 127 127
2 Kitchen 270 2,591 34 1-6 481 2,078 68 95 1.00 95 95
3 Den 195 6,521 85 1-6 540 2,333 313 106 1.35 143 106
4 Foyer/stairwell 272 5,602 73 1-5 593 1,779 279 81 1.19 96 81
5 Laundry 84 2,425 32 1-4 392 752 85 34 1.00 34 34
6 Living 510 7,738 101 1-6 520 2,243 338 102 1.00 102 102
7 Family 312 8,830 115 1-7 537 3,158 355 144 1.25 180 144
Zone 1 subtotal 1,868 41,511 539 15,138 1,793 689 777 689
---Zone 2---
8 Bed 3 285 4,270 55 1-5 592 1,776 118 81 1.00 81 81
9 Bed 4 240 3,551 46 1-5 538 1,612 118 73 1.25 92 73
10 Lav 120 1,046 14 1-4 263 504 30 23 1.00 23 23
11 Upper 289 4,500 58 1-6 524 2,260 216 103 1.35 139 103
Foyer/stairwell
12 Bed 2 306 3,916 51 1-5 546 1,636 169 74 1.00 74 74
13 Master Bedroom 408 6,814 89 1-7 471 2,765 178 126 1.00 126 126
14 Master Lav 238 3,563 46 1-5 495 1,485 89 68 1.00 68 68
15 Master Closets 168 2,691 35 1-4 555 1,064 0 48 1.00 48 48
Zone 2 subtotal 2,054 30,351 394 13,102 918 596 650 596
System 1 total 3,922 71,862 934 28,240 2,711 1,285 1,427 1,285
System 1 Main Trunk Size: 16x17 in.
Velocity: 727 ft./min
Loss per 100 ft.: 0.057 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
Tons Split Btuh Btuh Btuh
j Net Required: 2.58 91%/9% 28,240 2,711 30,951
Recommended: 3.14 75%/25% 28,240 9,413 37,653
q p- -- -- - -- ---- -�
E ui ment Data-
Heating System Cooling System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
C:\Users\Owner\Desktop\My Dropbox\Projects\Mann Lot 20 Dzen Farm.rhv Saturday, August 20, 2011, 7:47 AM
DEPARTMENT DECISION
APPLICATION FOR ELECTRICAL PERMIT PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT 4Q �'
APPRO ED 1540 SULLIVAN AVENUE
644-2511 ext. 230 '{i Permit#
D
Date Building Inspector �—
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 FiTe—nant
Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT
APPLICANT ADDRESS � '7a � J7� —(:� 7—
,SC-� c�L�/n��O,s'c�it. C-r-- a
APPLICANT PHONE# g6C� � `7 73�1;-76
O W N S f q OWNERS/,✓�i2i�r/DOWNER ADDRESS yOO L401 � —
v c-r- 63'K 6 7 y
OWNER PHONE
;2
/—,�1
C ESTIMATED COST$ C/V
.� IS THIS A CONTRACT COST? _Yes _No
FEE ENCLOSED$ C
5 O�� TYPE OF JOB: Wo3
OR.C 'V New Installation oZ011 O O�O�j 3
_Alteration/Addition/Repair
APPLICATION FOR ELECTRICAL PERMIT (continued fromreverseside)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE�D�TH A
BUILDING PERMIT APPLICATION? `YES ❑ NO
LYRESIDENTIAL
L3 BUSINESS
❑ASSEMBLY CURRENT USE AND OCCUPANCY
❑MERCANTILE FUTURE USE AND OCCUPANCY 4Ly /�o�•-,E
❑ EDUCATIONAL
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE O — VCO/ SIZE OF MAIN CONDUCTORS
NUMBER OF METERS ( NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES 0 NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHESQ NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES 3O NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS /
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. l TYPE STATE
SIGNATURE OF APPLICANT DATE 4�v
1
Forte Level, 1 stFloor Joist-2
software 1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 @ 16" OC
Overall Length:16'V
0 0
15'4'
ID M
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results 5::Actual o Location "Allowed ResuR` LDF: Load Combination(Load Pattern). System:Floor
Member Reaction(Ibs) 545 @ 15'10 1/2" 1434 Passed(38%) — 1.0 D+1.0 L(All Spans) Member Type:Joist
Shear(Ibs) 467 @ 1'4 3/4" 1519 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 2082 @ 8'1 1/2" 2653 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
We Load Dell.(in) 0.212 @ 8'1 1/2" 0.387 Passed(LJ876) — 1.0 D+1.0 L(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.276 @ 8'1 1/2" 0.775 Passed(1-1674) — 1.0 D+1.0 L(All Spans)
TJ-Pro-Rating N/A N/A — —
Deflection criteria:LL(1./480)and TL(L/240).
Bracing(Lu):AN compression edges(top and bottom)must be braced at 5'3 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
A 1S%increase In the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NOS 2005 methodology.
Deflection analysis Is based on composite action with a single layer of 23/32"Panel(24"Span Rating)that Is glued and nailed down.
1- =Bearing Support Reactions
Supports e <' Total AnBable:; RequMed :'Deed Floor Uwe Root lhre Snow ?YYIrd: `=5eismk Accessories
1-Stud wall-Spruce Pine Fir 5.50" 4.25" 1.50" 130 433 0 0 0 0 1 1/4"Rim Board
2-Beam-Spruce Pine Fir 3.50" 2.25" 1.50" 127 424 0 0 1 0 0 1 1/4"Rim Board
>..
... :�bead'; .Floor live `+Roof Live,,_ ,:•.Snow:;'i -•"Wind Selrrmk -
Loads Location Spsdriy (1.60) Comme n .
1-Uniform(PSF) 0 to 1&1" 16" 12.0 40.0 0.0 0.0 0.0 0.0 /Residential-Lhdng Areas
SUSTAINABLE FORESTRY INmATK
Forte software operator Job Notes 6/21/2011 10:15:59 AM
Robert Young il-evel Forte v2.2,Design Engine:V5.3.0.1
Young Designs LLC
(860)908-3509
yngdsnsc@aoicom Page 1 of 1
Forte Level, 1stFloor.Joist
software 1 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2 @ 12" OC
Overall Length:IS'11-
0 0
19 2" L
ID
AII Dimensions Are Horizontal;Drawing is Conceptual
Design Results"- Actual m Location :"Allowed.'' Result Z.. "LDF Load Combination(Load Pattern) System:Floor
Member Reaction(Ibs) 482 @ 18'8 1/2" 1434 Passed(34%) — 1.0 D+1.0 L(All Spans) Member Type:Joist
Shear(Ibs) 424 @ V 4 3/4" 1519 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment Ft-Ibs) 2185 @ 9'6 1/2" 2653 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.328 @ 9'6 1/2" 0.458 Passed(L/671) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.426 @ 9'6 1/2" 0.917 Passed(L/516) — 1.0 D+1.0 L(Ail Spans
T)-—Rating N/A N/A - 71
-
•Deflection criteria:LL(L/480)and TL(1./240).
Bracing(Lu):AS compression edges(top and bottom)must be braced at 4'101/8"o/c unless detailed ottrerwise.Proper attachment and positioning of lateral
•A 15%Increase in the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS 2005 methodology.
Deflection analysis Is based on composite action with a single layer of 23/32"Parcel(24"Span Rating)that is glued and nailed down.
s, 6earirtq.. 'Support Reactions(ems)'
$UppOftS r::^, 'Total AvaAable lRequliredl Dead Flwltftjlltoalllvej Snow I YYtnd ISdsmlc'' Aaessories 4
1-Stud wall-Spruce Pine Fir 5.50" 4.25" 1.50" 115 1 382 1 0 1 0 0 1 0 1 1/4"Rim Board
2-Beam-Spruce Pine Fir 3.50" 2.25- 1.50" 113 375 0 0 0 0 1 1/4"Rim Board
;Dead' Fbor L1re Roof Lire snow< ^to nd Selsmk •9
Loads' Loation' ` Spiting (1.60) Comruuertts
1-Uniform(PSF) 0 to 18'11" 12" 12.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas
s:- SUSTAINABLE FORESTRY INfnATIVE
Forte Software Operator Job Notes 6/21/2011 10:13:47 AM
Robert Young
it-evel Forte v2.2,Design Engine:V5.3.0.1
Young Designs LLC
(860)908.3509
yngdsns@aoi corn Page 1 of 1
Forte Level,2ND FLR MAIN BATH BEAM PASSED
software 3 piece(s) 13/4"x 117/8" 1.9E Microllam® LVL
Overall Length:1T T'
0 0
IT$"
All Dimensions Are Horizontal;Drawing Is Conceptual
Design Results} Actual®Location Allowed Result' LDF Load Combination(Load Pattern) System:Floor
Member Reaction(ibs) 3619 @ 4" 9483 Passed(38%) — 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Flush seam
Shear(lbs) 3059 @ 1'S 3/8" 14807 Passed(21%) 1.25 1.0 D+0.75 L+0.75 Lr(Ail Spans) Building Use:Residential
Moment(Ft-lbs) 14902 @ 8'9 1/2" 33465 Passed(45%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Code:IBC
Live Load Defl. in 0.4310 8'9 1/2" 0.423 Passed(L/471) — 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.580 @ 8'9 1/2' 0.846 Passed 1./350) — 1.0 D+0.75 L+0.75 Lr All Spans
Deflection criteria:LL(L/480)and TL(L/240).
Bracing(L u):AB compression edges(top and bottom)must be braced at iT 4 Ur o/c unless detailed otherwise.Proper attachment and positioning of lateral
Dearing :,a- Support Reactions(Bns):
Su ports `' > :Total AvaitabM'� Required .Dead Floor Live Roof Live Snow'' Wind Seismic'• Accessories
1-Stud wall-Spruce LPine Fir 5.50" 4.25" 1.62" 941 1319 2308 0 0 0 1 1/4"Rim Board
2-Stud wall-Spruce Pine Fs 5.50' 4.25" 1.62" 941 1319 2308 0 0 0 1 1/4"Rim Board
•. Desd �Floor Lhre Rod_ Lhra., 'Snow'•. "1NLed Seismic - .
Location (180). t ornnnenK ;
1-Unifonn(PSF) 0 to 17 T T 6" 12.0 20.0 35.0 0.0 0.0 0.0 Residential-Uving Areas
An SUSTAINABLE FORESTRY INITIATIVE
Forte Software operator Job Notes 6/22/2011 10:00:32 AM
Robert Young ii-evel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)908.3509
yngdsns,@a aoi corn Page 1 of 1
Forte Level,BALCONY PASSED
software 3 piece(s) 13/4"x 9 1/4" 1.9E Microllam®LVL
Overall Length:l8'11"
+ 3 .0
19 4"
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®Location Allowed Rasuk::'".: LDF:' Load Combination(wad Pattern) System Favor
Member Reaction(Ibs) 1937 @ 18'9" 5020 Passed(39%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(Ibs) 1725 0 1T 10 1/4" 9227 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 6297 @ I S/8" 16806 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.402 @ 9'9 3/4" 0.465 Passed(L/554) - 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.619 @i 9'9 3/8" 0.929 Passed(L/360) - 1.0 D+1.0 L(AllSpans)
Deflection criteria:U.(1./480)and TL(L/240).
Bradng(Lu):AN compression edges(top and bottom)must be braced at 18'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
learing t•support Reactions(Ibs)
SUP," --,Total', ',Avasable Requtnad Dead Flow Uve Root Live snow.' Wind: Seismic Accessories
1-Stud wall-Spruce Pine Fir 3.50" 2.25- 1.50" 427 755 0 0 0 0 1 1/4'Rim Board
2-Stud wall-Spruce Pine Fir 3.50' 2.25" 1.50" 646 1301 0 0 0 0 11/4'Rim Board
Dead Floor 11.6re Roof Live .Snow" .wind Seisnic 4
Loads. Location: (1.80) Corltn+ents a
1-Uniform(PSF) 0 to 18'11" T 2 3/8" 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas
2-Unitonn(PSF) 13'6"to 18'4" 516, 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas
3.Unifonn(PSF) 0 to 4' 0 12.0 30.0 1 0.0 0.0 0.0 0.0 /Residential-Sleeping Areas
tA\/SUSTAINABLE FORESTRY INITIATIVE
Forte Software Operator Job Notes 6/22/2011 7:30:09 AM
Robert Young iLevel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigne LLC
(860)908.3509
yngdsns c@aoi com Page 1 of 1
Forte MEMBER REPORT Level,BASEMENT BEAM 1 PASSED
software 2 piece(s) 13/4"x 117/8" 1.9E Microllam®LVL
Overall Length:16!9"
0 0
16 2"
T x
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®Location Allowed Result -'LDF,` Load Combbuation(Load Pattern) system:Floor
Member Reaction(Ibs) 3101 @ 16'7" 5206 Passed(60%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 2627 @ 1'3 3/8" 7897 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building use:Residential
Moment(Ft-Ibs) 12475 0 V 4 1/2' 17848 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.513 @i 8'4 1/2" 0.547 Passed(L/384) — 1.0 D+1.0 L(All Spans) Design Metliodology:Aso
Total Load Defl.(in) 0.689 @ 8'4 1/2" 0.821 Passed(L/286) 1.0 D+1.0 L(All Spans)
•Defection atteria:LL(1/360)and TL(1./240).
Bracing(Lu):AN compression edges(top and bottom)must be braced at 11'5 5/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
Searing V., Support Reactions(lbs)'.
Stippotts,_ ',Toted AvaNable. Requbed -'Dead'-" Flo"Ltra["�O�
ot Live =,Snow Wind=. Solari*.d Acceesorles,';=
1-Pocket In masonry-Concrete or 3.50" 3.50" 1.50" 791 2310 0 0 0 None
Masonry
2-Beam-Spruce Pine Fk 3.50" 3.50" 2.08" 791 2310 0 0 0 Bkxking
Blocking Panels are assumed to carry no loads applied directly above tlrem and the full bad Is applied to the member being designed.
Dead° ;Flow flue Root flue Snow` ,Wind Seismic`
Loads' Loratlon= (1.60) comments'
1-Unifonn(PSF) 0 to W 9" 6'10" 12.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas
2-Unitorm(PSF) 0 to 16'9" 0 12.0 30.0 0.0 0.0 0.0 0.0 //Residential-Sleeping Areas
7A\SUSTAINABLE FORESTRY INITIATIVE
Forte software operator Job Notes 6/21/2011 10:23:01 AM
Robert Young il_evel Forte v2.2,Design Engine:V5.3.0.1
Young Designs LLC
(860)908.3509
yngdsns@aol corn
Page 1 of 1
Forte Level,BASEMENT BEAM 2 PASSED
software 3 plece(s) 13/4"x 117/8" 1.9E Mlcrollam®LVL
Overall Length 16 7"
0 0
I 15' I
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results' :'Actual0 Lorton' '_ABorrad:: Result' LDF Load Combination(Load Pattern) System:Floor
Member Reaction(Ibs) 4659 @ 2" 13322 Passed(35%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 3892 @ 1'3 3/8" 11845 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Resklential
Moment(Ft-Ibs) 17381 @ 79 1/2" 26772 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.416 @ 7 9 1/2' 0.508 Passed(L/440) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl. in 0.557 @ 79 1/2" 1 0.762 1 Passed L/329 — 1.0 D+1.0 L(All Spans)
Deflection criteria:LL(1./360)and TL(1./240).
Bracing(Lu):All compression edges(top and bottom)must be traced at 15'7'o/c unless detailed otherwise.Proper attachment and positioning of lateral
Bearing Support Reactions(Ibs)
Supports -Total =Avasabie' Requked Dead Floor Live Roof Uve Snow-: .,YVind Seismic Accessories ..
1-Column-Spruce Pine Fir 3.50" 3.50" 1.50" 1178 3480 0 0 0 0 Blocking
2-Column-Spruce Pine Fir 3.50" 3.50" 1.50" 1178 3480 0 0 0 0 Blocking
Blocking Panels are assumed to carry no bads applied directly above tfuan and the full bad is applied to the member being designed.
DOW Floor Live c.%Roof Live snow ' iNlad' Seismic '
LOa(IS Location° 0." Con.nents
t-Uniform(PSF) 0 to 15'7" 11'2" 12.0 40.0 0.0 0.0 0.0 0.0 /Residential-Living Areas
SUSTAINABLE FORESTRY INmATIVE
Forte Software operator .lob Notes 6121/2011 10:24:12 AM
Robert Young iLevel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)908-3509
yngdsnety^aof corn Page 1 of 1
Forte MEMBER REPORT Level,BASEMENT BEAM 4 PASSED
software 2 plece(s) 13/4"x 117/8" 1.9E Mlcrollamp LVL
Overall Length 14'1"
0 0
IT 6"
T x
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results:- Actual®Location Allowed Result "LDF:. Load Combination(Load Pattem)' System:Floor
Member Reaction(lbs) 4200 @ 13'11" 8881 Passed(47%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(lbs) 3436 @ 1'3 3/8" 7897 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Reside,tlal
Moment(Ft-lbs) 14096 @ 7'1/2" 17848 Passed(79%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Lire Load Defl.(in) 0.421 @ 7'1/2" 0.458 Passed(L/392) — 1.0 D+1.0 L(All Spans) Design Methodology ASD
Total Load Defl.(in) 0.558 @ T 1/2" 0.688 Passed(L/296) 1.0 D+1.0 L(All Spans)
•Deflection criteria:LL(L/360)and TL(L/240).
•Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 3 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
searing support Reactions(bs)
supllortS CZ.,
v Total Available Requbed >Dead"° Moor Uwe Roof Live Snow tARM" '-Sdsmk Aocessortei
1-Pocket In masonry-Concrete or 3.50" 3.50" 1.60" 1031 3169 0 0 0 0 None
Masonry
2-Colunn-Spruce Pine Fr 3.50" 3.50" 1.66" 1031 3169 0 0 0 0 Blocking
Blocking Panels are assumed to carry no bads applied directly above them and the full bad Is applied to the member being designed.
Dead- Floor flue Roof Live Snow' to nd. Seisrrdc.
L. ad59 Location, (1.60), Comments'
1-Uniform(PSF) 0 to 14'1" 11-3" 12.0 40.0 0.0 0.0 0.0 0.0 Residential-Living Areas
SUSTAINABLE FORESTRY wmanve
Forte Software operator ,lob Notes 6/21/2011 10:42:34 AM
RobenYoung ii-evel Forte v2.2,Design Engine:V5.3.0.1
YoungOesigns LLC
(860)908-3509
yngdsns@aolcom
Page 1 of 1
Forte MEMBER REPORT Level,BASMENT BEAM 3 PASSED
software 3 piece(s) 13/4"x 117/8" 1.9E Microllam® LVL
Overall Length:15'7"
0 0
x
AII Dimensions Are Horizontal;Drawing is Conceptual
Design Results -, -".Actual 0 Location _`Allowed Result LDF Load ContUnation(Load Pattern): System:Floor
Member Reaction(Ibs) 5401 @ ITS" 13322 Passed(41%) — 1.0 D+1.0 L(AII Spans) Member Type:Drop Beam
Shear(Ibs) 4513 @ 1'3 3/8" 11845 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-ibs) 20152 @ 7'9 1/2" 26772 Passed(75%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Uve Load Defl.(in) 0.484 @ 7'9 1/2" 0.508 Passed(L/378) — 1.0 D+1.0 L(All Spans) Design McUvdobgY:ASD
Total Load Den.(in) 1 0.645 @ T 9 1/2" 0.762 Passed(L/284) — 1.0 D+1.0 L(All Spans)
DeflecUon uiteria:LL(L/360)and TL(1.1240).
Bracing(Lu):Ali compression edges(top and bottom)must be braced at 13'113/16"o/c unless detailed otherwise.Proper adadanent and positioning of
Dearing support Reactions(Ibs)
as.
SUPI Total :Available Required Dead, FioorLlva RoofLMe :.Snow'-• wind ,:SW=Wc° Accessories
L-Pocket in masonry-Concrete or 3.50" 3.50" 1.50" 1350 4052 0 0 0 0 None
Mason
2-Column-Spruce Pine Fir 3.50" 3.50" 1.50" 1350 4052 0 0 0 0 Blocking
Blocking Panels are assumed to carry no bads applied directly above them and the full bad Is applied to the member being designed.
Flow Live, Roof 1iYe $IIOW 1K(nd $elSrldC
Coatis; Location (1•60) C cnmeets
7-Unifomr(PSF) 0 to IS-7- 13' 12.0 40.0 0.0 0.0 0.0 0.0 /Residential-Living Areas
`. r --.. # - ;t`....:'• tIj}SUSTAINABLE FORESTRY INITIATIVE
Forte Software Operator Job Notes 6121/2011 10:25:21 AM
Robert Young
il-evel Forte v2.2,Design Engine:V5.3.0.1
YoungOesrdnsLLC
(860)908-3509
yngdsns a aoi corn
Page 1 of 1
Forte Level,BEDROOM#2 BEAM PASSED
software 2 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL
Overall Length:I V 3"
0 0
10,6"
x
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®Location :ANowad,., Result i .-LDF" Load Combination(Load Pattern)-2: System:Floor
Member Reaction(Ibs) 2656 @ 2' 3347 Passed(79%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 2178 @ 1'V 7265 Passed(30%) 1.15 1.0 D+0.75 L+0.75 S(Ail Spans) Building Use:Residential
Moment Ft-Ibs) 7056 @ 5'6 1/2' 13541 Passed(52%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC
Uve Load Defl.(in) 0.254 @ 5'6 1/2' 0.269 Passed(L/507) — 1.0 D+0.75 L+0.75 S(Ail Spans) Design Methodology:Aso
Total Load Defl.(in) 0.335 @ 5'6 1/2" 0.538 Passed(L/386) — 1.0 D+0.7S L+0.75 S All Spans
•Deflection aRerla:U.(1./480)and TL(I/240).
Bracing(lu):All compression edges(top and bottom)must be braced at Il'1/2"o/c unless detailed ot1wlw1se.Propel attachment and positioning of lateral
bearing support Reactions(bs)-a; 'r.
Supports-} Total 'Available: Required Dead Floor Uwe Rod Live Snow Wind Seisrnk Aaesaories
1-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.79' 648 998 0 1746 0 0 1 1/4'Rim Board
2-Stud wall-Spruce Pine Fir 5.50- 4.25' 1 1.94" 668 1028 0 1798 0 0 1 1/4'Rim Board
Dead' .Floor Live Rod Uve' Snow Wind Seismic
Loads Location = (,.eo) Comme�tts
,-Uniform(PSF) 0 to 11'3' 9' 12.0 20.0 0.0 35.0 0.0 0.0 //��ResiderkWl-Living Areas
nA SUSTAINABLE FORESTRY INmATNE
Forte Software Operator Job Notes 6/22/2011 10:01:55 AM
Robert Young il-evel Forte v2.2,Design Engine:V5.3.0.1
Young Designs LLC
(860)908.3509
yngdsns,@i aol com
Page 1 of 1
Forte MEMBER REPORT Level,BREAKFAST BEAM PASSED
software 2 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL
Overall Length:16'3"
0 0
16 6"
.f T
21
All Dimensions Are Horizontal;Drawing Is Conceptual
Design Results Actual®Location Anowed Result LDF,. Load Combination(Load Pattern) ' System:Floor
Member Reaction(lbs) 627 @ IV 1" 3347 Passed(19%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam
Shear(lbs) 1083 @ V 3" 6318 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 3798 @ 4' 11775 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
We Load Deft.(in) 0.214 @ T 8" 0.394 Passed(L/882) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl. in 0.345 @ T 8 5/16" 0.788 Passed L/548 -- 1.0 D+1.0 L(All Spans)
Deflection criteria:U.(1./480)and TL(L/240).
-Bracing(Lu):AN compression edges(top and bottom)must be braced at 16'1/2"o/c unless detailed otherwise.rwise.Proper attachrrm t and positioning of lateral
Bearing a Support Reactions(bs)i
Supports,' 'Total AvaBable Required %=Dead Flw5; Rodlive Snow" +'VAnd I Seismk Accessories
1-Stud wall-Spruce Pine Fir5.50" 4.25" 1.50" 428 718 0 0 0 0 11/4"Rim Board
2-Stud wall-Spruce Pine Fir 3.50" 2.25" 1.50" 217 384 0 0 0 0 1 1/4"Rim Board
Dead 'Floor Live' Rod Live: ':Saw' Vyind Sdsmk- r
Loads Location! (1.6o): ConmrerLb ;r`
1-Uniform(PSF) 0 to 16 3" r 12.0 30.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas
2-Point(lb) 4' 332 615 0 0 0 0
4 SUSTAINABLE FORESTRY INRIATIVE
Forte Software Operator Job Notes 6/22/2011 7:12:20 AM
Robert Young iLevel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)008.3509
yngdsn-.;@aoi corn Page 1 of 1
Forte Level,GARAGE BEAM 2 PASSED
software 3 piece(s) 13/4"x 16" 1.9E Microllam® LVL
Overall Length:21'3"
0 0
20'6
x
M
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results "n'.:n a': Actual 0 Location ;:ABowed Result o',,,,:.: r,LDF Load Combinatlon(Load Patter")`"' '> System:Floor
Member Reaction(Ibs) 6000 @ 2" 7809 Passed(77%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam
Shear(Ibs) 5075 @ 1'7 1/2" 15960 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-lbs) 30635 @ 10'6 1/2" 46671 Passed(66%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
LNe Load Defl.(in) 0.547 @ 10'6 1/2" 0.692 Passed(L/455) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.742 @ 10'6 1/2" 1.038 Passed(L/336) — 1.0 D+1.0 L(All Spans)
•Deflection criteria:U.(U360)and TL(1./240).
•Bracing(Lu):AN compression edges(top and bottom)must be braced at 11'10 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral
Bearing :Support Reactions(Ibs): .c
Supports,," Total =AvaBabie s Required Dead Floor Roof live a'Snow Wind r saisrnic.r Accessories'!,
1-Stud wan-Spruce Pine Fir 3.50' 3.50' 2.69" 1573 4428 0 0 0 0 Blacking
2-Stud wan-Spruce Pine Fir 5.50" 5.50" 2.73" 1598 4498 0 0 0 0 Bbcldrg
Slocldng Panels are assumed to carry no bads applied directly above them and the fun load is applied to the member being designed.
Dead" Floor Live, Roof Live'°_ Snow Wind Selanic
Loads. Location' (1.60) Comments
1-Uniform(PSF) 0 to 21'3" 10'6" 12.0 40.0 0.0 0.0 0.0 0.0 /^Residential-Living Areas
' T SUSTAINABLE FORESTRY INITIATIVE
Forte Software Operator Job Notes 6/22/2011 7:39:42 AM
Robert Young ii-evel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)908.3509
yngtlsn,, aoi com
Page 1 of 1
Forte Level,GARAGE BEAM PASSED
software 4 piece(s) 13/4"x 16" 1.9E Microllam® LVL
Overall Length:21'3"
0 0
29 8"
AII Dimensions Are Horizontal;Drawing is Conceptual
Design Results •` ""Actual a Location Allowed r Remit LDF,- Load combinatlon(Load Pattern) System:Floor
Member Reaction(Ibs) 8213 @ 2" 10413 Passed(79%) — 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam
Shear(Ibs) 6947 @ 1'7 1/2' 24472 Passed(28%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential
Moment(Ft-ibs) 41929 0 10'61/2" 71562 Passed(59%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Binding Code:IBC
LNe Load Defl.(in) 0.577 @ 10'61/2" 0.692 Passed(L/431) — 1.0 D+0.75 L+0.75 S(AII Spans) Design Methodology:ASD
Total Load Defl. in 0.761 @ 10'6 1/2" 1.038 Passed(L/32 — 1.0 D+0.75 L+0.75 S AII Spans
•Deflection criteria:U.(L/360)and n(L/240).
Bracing(Lu):All conpression edges(top and bottom)must be traced at 14'5 13/16"o/c unless detailed otherwise.Proper attachment and positioning or
l5earinp ,,,Support Reactions(Ibs)
SUpIMttS.j' �Total :Aval able`. Required ':Dead.: „
Floor We Roof Live Snow 'Wind_ Selsmk`: Accessories'•,'
I-Stud wall-Spruce Pine Fir 3.S0" 3.so*
2.76" 1986 4428 0 3874 0 0 Blocking
2-Stud wall-Spruce Pine Fir 5.50" 5.50" 1 2.80" 2018 4498 0 3935 0 0 Blocking
Blocking Panels are assumed to carry no loads applied directly above ttiern and the full load Is applied to the member being designed.
x - Dead FloorLfve Roof Live "Snow.:,' Wind ;:Selsenk
i Dees L«at�n v-60) co't is s; 4
1-Uniform(PSF) 0 to 21'3" 17 6" 15.0 40.0 0.0 35.0 0.0 0.0 Residential-Living Areas
SUSTAINABLE FORESTRY INRIATNE
Forte Software Operator Job Notes 6/22/2011 7:38:01 AM
Robert Young il-evel Forte v2.2,Design Engine:V5.3.0.1
YoungOesigns LLC
(860)908.3509
yngdsns a@aoi com Page 1 of 1
Forte Level,GARAGE BEAM PASSED
software 3 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL
Overall length 9'1"
0 1 0
s'10"
o
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®Location Allowed' Result, LDF.. Load Combination(Load Pattem) System:Wall
Member Reaction(Ibs) 5770 @ 0 5709 Passed(101%) - 1.0-D+1.0 L(All Spans) Member Type:Header
Shear(Ibs) 5758 @ 11" 9476 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-Ibs) 5764 @ 1' 17662 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.062 @ 3'10 15/16' 0.303 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD
Total Load Defl.(in) 0.093 @ 3'113/16" 0.454 Passed L/999+ — 1.0 D+1.0 L(AII Spans)
Deflection criteria:LL(L/360)and TL(L/240).
•Bracing(Lu):All compression edges(top and bottom)must be braced at 9'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral
ldearing Support Reactions
Supports ro Total :Available Required Dead Floor Live Roof Lire I-snow; ;•Vlllnd I Seismie Accessories
1-Trimmer-Spruce Pine Fir 1.50" 1.50" 1.52' 1830 3941 0 0 0 0 None
2-Trimmer-Spruce Pine Fir 1.50" 1.50" 1.50' 281 487 1 0 0 0 0 None
osae Floire: ri,Roof Lime S Wind
L now Seismk-
Loads Location : (1.60), comment
1-Poinglb) 1' N/A 1986 4428 0 0 0 0 Residential-Living Areas
SMTAINAUE FORESTRY INmATIVE
Forte Software Operator .lob Notes 6/22/2011 7:46:33 AM
Robert Young iLevei Forte v2.2,Design Engine:V5.3.0.1
Young Designs LLC
(860)908 3."
yngdsns@aol corn Page 1 of 1
Forte level,NIP BEAM PASSED
software 1 piece(s) 13/4"x 117/8" 1.9E Microllam® LVL
Member Cut Length:27 7116"
0 0
12
12F—
T x
All Dimensions Are Horizontal;Drawing Is Conceptual
Design ResUits'- Actual®Location Allowed Result LDF" toad Combination(Lood Pattsm) System:Roof
Member Reaction(Ibs) 727 @ 4" 4091 Passed(18%) — 1.0 D+1.0 S(AIL Spans) Member Type:Flush Beam
Shear(Ibs) 651 @ 18'10 1/8" 4541 Passed(14%) 1.15 1.0 D+1.0 S(AIL Spans) Building use:Residential
Moment(Ft-Ibs) 3372 @ 9'11 1/4" 10263 Passed(33%) 1.15 1.0 D+1.0 S(AIL Spans) Building Code:IBC
Live Load Defl.(in) 0.472 @ 9'11 1/4" 0.905 Passed(L/691) — 1.0 D+1.0 S(AIL Spans) Design Methodology:Aso
Total Load Defl.(in) 0.985 @ 9'11 1/4" 1.358 Passed(L/331) — 1.0 D+1.0 S(AIL Spans) Member Pitch:12112
•Deflection criteria:LL(L/360)and TL(L/240).
•Bracing(Lu):AB compression edges(top and bottom)must be braced at 13'91/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral
Bearing Support Reactions(Ibs):?
Supports Total' AvaUble Required Dead Floor Uve Roof Live 4 Snow Wind Seisrrde Accessories
1-Beveled Plate-Spruce Pine Fir 5.50" 5.50" 1.50" 379 0 0 348 0 0 Blocking
2-I1 7/8"Beam-Spruce Pine Fir 3.50" Hanger I Hanger 370 1 0 0 346 0 0 None
Blocking Panels are assumed to carry no bads applied directly above them and the full bad Is applied to the member being designed.
Supp«t: :Model Accessories
2-Top Mount Hanger 6-10d common 4-10d common LSTA12 Strap
Dead Floor Ure Roof Uve Snow Wind. Selsmk
Loads
LocaUeri. (11M) Conwnenti'
1-Uniform(PSF) 0 to 19'10" V 21.2 0.0 0.0 35.0 0.0 0.0 /Snow
4 SUSTAINABLE FORESTRY INITIATIVE
Forte software operator Lob Notes 6/22/2011 6:07:50 PM
Robert Young il-evel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)908.3509
yngdsns cr aol com
Page 1 of 1 i
11 Forte Level,SECOND FLOOR CLG JSTS
software 1 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 @ 16" OC
Overall Length:18'11'
0 0
18'4'
x
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results Actual®Location ANowed Result-::. 'tuF,. Load Combinatdon(Load pattern) System:Floor
Member Reaction(Ibs) 399 @ 2 1/2' 1434 Passed(28%) — 1.0 D+1.0 L(Ail Spans) Member Type:)Dist
Shear(Ibs) 358 @ 1'3/4" 1249 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential
Moment(Ft-ibs) 1825 @ 9'5 1/2" 1973 Passed(93%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC
Live Load Defl.(in) 0.370 0 9'5 1/2" 0.463 Passed(L/600) — 1.0 D+1.0 L(All Spans) Design Mettiodology ASD
Total Load Defl.(in) 0.592 0 9'5 1/2" 0.925 Passed(L/375) — 1.0 D+1.0 L(All Spans)
T)-Pro^"Rating N/A N/A —
Deflection aNeria:LL(1./480)and TL(L1240).
Bracing(L u):An compression edges(bop and bottom)must be braced at 3'7 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral
A 15%Increase In the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS 2005 methodology.
Deflection analysis Is based on composite action with a single layer of 23/32'Panel(24"Span Rating)that Is glued and nailed down.
Bearing'•== support Reactions(Nis)
Supports Total` .AvaNable Required Dead Hour Lire Roof Live Snow wind? "Sehmk- Access" N
1-Stud wag-Spruce Pine Fir 3.50- 2.25" 1.50' 151 252 0 0 0 0 1 1/4"Rim Board
2-Stud wall-Spruce Pine Fir 3.50- 2.25- 1.50- 151 252 0 0 0 0 1 1/4'Rim Board
Dead Floor L," Roof Live Snow,';, YVind Sewid.,
Loads Location spacing. (L00) (L60) (1.60)`; com ts
1-Uniform(PSF) 0 to IS 11- 16" 12.0 20.0 0.0 0.0 0.0 0.0 /Residential-Sleeping Areas
SUSTA NABLE FORESTRY INITIATIVE
Forte Software Operator .lob Notes 6/22/2011 9:46:39 AM
Robert Young iLevel Forte v2.2,Design Engine:V5.3.0.1
YoungDesrgns LLC
(860)908.3509
yngdsns@aol com
Page 1 of 1
Forte Level, VAULTED FAM/LYROOM BEAM PASSED
software 2 piece(s) 13/4"x 11 7/8" 1.9E Microllamp LVL
Overall Lerxfth:17 3"
0 0
111!4"
0
All Dimensions Are Horizontal;Drawing is Conceptual
Design Results- :Actual Q Location'-; Allowed Result, LDF Load Combinatio"(Load Pattern),` System:Floor
Member Reaction(lbs) 778 @ 4" 6322 Passed(12%) - 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam
Shear(Ibs) 668 @ 1'S 3/8" 9081 Passed(7%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use Residential
Moment(Ft-lbs) 3527 @ 9'7 1/2" 20525 Passed(17%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.124 @ 9'7 1/2" 0.465 Passed(U999+) - 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:Aso
Total Load Defl.(in) 0.247 @ 9'7 1/2" 0.929 Passed(1./905) - 1.0 D+0.75 L+0.75 S(All Spans)
•Deflection criteria:LL(1.1480)and TL(L/240).
•Bracing(Lu):All compresslon edges(top and bottom)must be braced at 17 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral
c Bearing'. Support Reactions(tbs)
Supports Total -AtraF ble Requited -Dead' Floor Live Root Uve Snow.: Wind Selsnic`F Aceaaoria':,
1-Stud wall•Spruce Pine Fir 5.50• 4.25" 1.50" 388 193 0 337 0 0 1 1/4"Rim Board
2-Stud wall-Spruce Pine Fir 5.50' 4.25' 1.50" 388 193 0 337 0 0 1 1/4'Rim Board
Dead Floor Live` ! Roof Lhro Snow" Wind :seismic
Loads' Location' (1.60) comments
1-Uniforrn(PSF) 0 to 17 3" 1' 12.0 20.0 0.0 0.0 0.0 0.0 Residential-Sleeping Areas
2-Uniform(PSF) 0 to 19'3" 1' 17.0 0.0 0.0 35.0 0.0 0.0
4 SUSTAINABLE FORESTRY INMTIVE
Forte Software Operator Job Notes 6/22/2011 7:46:36 PM
Robert Young il-evel Forte v2.2,Design Engine:V5.3.0.1
YoungDesigns LLC
(860)908.3509
yngdsns'c@aol corn Page 1 Of 1
APPLICATION FOR.ELECTRICALPERMIT
DEPARTMENT DECISION TOWN'OF SOtTM VnNIDSOR PERbffr#
Application is hereby: BUILDING DEPARTMENT �p�jc
AP RO D 1:540 SULLIVAN AVENUE-
1 . I 644-2511.ext. 230 Bldg:.Permit#
Date Building I ,
f5y�7ga
Application`must be printed or typed
FEE SCHEDULE Location'of Job:
$0-$1,060 $15.00 I Z cD t r ccz e r�- F� r c�
Over$1,000= Street No. Street Lot No,
$15.90.per$1,000
or any fraction thereof Tenant Designation Apt,No.
APPLICANTL14IS o A
APPLICANT ADDRESS (o I l tti► s J o r Is
APPLICANT'S PHONE 4 Z6 3 --76► 3 7 2 4 Gx 1 1 I I -
OWNER �/a C a r P ok p n a a vy,
'SOWN S�q� OWNER ADDRESS (0 . F�rC,2Q1— T= r >Zc1
d co o-7 -
Gp OWNER PHONE
O F ESTIMATED COST$
a � IS THIS A CONTRACT COST? Yes No
FEE ENCLOSED.$. L4 CI S
TYPE OF JOB:
�SOR•COS New Installation
Alteration/Addition/Repair. q
Revised 03/05/10
rerr�e -
v
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
❑ RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE
❑ MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD.
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? 0 YES 'O NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS _.
NLJM$ER OF SWITCHEST_ NUMBER OF OUTL$TS
NUMBER OF`LIGHT FIXTURES NUMBER OF.HEAT CIRCUTPS
NUMBER`OF A IC CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBAUTTED.
r DESCRIPTION OF WORK
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK.DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK
pi24oS
� i
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OFAPPLICAN DATE `Z S
�)n it
f
ws
SOLAR 611 West Johnson Ave. Cheshire,CT 06410
CT E1 Lic#124054 Phone:(203)701-3724 Fax:(203)687-4205
Authorization to Apply for ELECTRICAL PERMIT
The bearer of this letter is authorized as an agent of TRINITY SOLAR to sign for the following ELECTRICAL PERMIT.
(Sec.20-338b)
Toda s Date: I 2 Job Start Date: � 201
Yt �/—� 5
Municipality where work shall be performed
Job Name
Job Address
Description of Job
Solar PV Roof Mounted System
Name of Authorized Agent
Name of Licensed Contractor: Michael A.Mazzamurro
CT License/Reg No: ELC.0124054-El
Signature of licensed Contractor
Comments
Electrical wiring per the current NFPA 70-NEC 2011
See.20-339b.Building permit applications.Who may sign.Any licensed contractor who seeks to obtain a permit from a building official may sign the building permit application personally or delegate the
signing of the building permit application to an employee,subcontractor or other agent of the licensed contractor,provided,the licensed contractor's employee,subcontractor or other agent submits to the building
official a dated letter on the licensed contractors letterhead,signed by the licensed contractor,stating that the bearer of the letter is authorized to sign the building permit application as the agent of the licensed
contractor.The letter shall not be a copy or a facsimile,but shall be an original letter bearing the original signature of the licensed contractor.The letter shall also include:(I)The name of the municipality where
the work is to be performed,(2)the job name or a description of the jab;(3)the starting date of the job,(4)the name of the licensed contractor,(5)the name of the licensed contractors agent;and(6)the license
numbers of all contractors to be involved in the work 20
r �
►`. �. iA
Electric# APPLICATION FOR BUILDING PERMIT
Plumbing# 126 Frazer Fir Rd Date:
HVAC #
.Sprinkler# In
pFINAL APPROVALS ----F00�' SIGN
---- -- Estimated Cost
BuildingPermit Fee
PLETE DlIX S0
Occupancy Fee $
Engineering TYPE OR PRINT O Eng. Insp. Fee $
Affidavit
A r. for CO. ON `REV-1k ,, "-,1PE 3�2a_
PP i - ----- — - - ---� Total Fee $�—
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant ' H, � C&s n� Location of Work (,4 b r� &(r- '�C 12d1 . Lot No. 3 _
Applicant's Address QZ\ UQkl Tel.# R> 7 a 5-
Town 42 Zip 60u7 Lic.# /
Owner ey- .,. Architect ov n i _.P hs
Owner's Address .Sl vA A AS R-h� Architect's Address —o-- t�-4
Zip '` Zip04b4
Sq. Ft. New Area: 1st FI. A2Z 2nd FI. /Ef-b 3rd FI. Total New Area 37
Purpose of this permit -4f
City Water Well❑ Septic System❑ SewerK_ o7B//d 0
Ins: HO SP Cert. Area Basement Garage
Approved by Date' - -� Use Grou onstruction Type
e sed 6/02
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the 1 wilding for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines,sic(;yard lines,and required
distances from all other zones and is located in yv�jcrh this building/ i ` and,its ae i� to
Signe
I hereby apply for a Certificate of Occupancy for the work descr 1 thiR s,ppplicgiign for the permit. r�
Signed
DO NOT WRITE BELOW THt LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 04/07/22
Printed by Middleton, Morgan 14 18 29
INSPECTION: 40886 FINAL PERMIT:
STATUS
APPLICATION: 201100693
LOC: 126 FRAZER FIR ROAD
SOUTH WINDSOR
PROPERTY ID: 34430126
OWNER: MANNARINO BUILDERS LLC
CONTRACTOR:
REQUEST BY:
PROJ DESC: NEW HOME
WORK ORDER:
INSPECTOR: DOUG RESULT: PASS
REQUESTED: 12/02/11 PRIORITY:
SCHEDULED: 12/02/11 PM COMPLETED: 12/02/11
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
MARK @ 860-416-6821
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
07/08/11 ROSE N/A B001 FOOTING
ROB ® 860-416-6811//NOT READY
07/11/11 ROSE PASS B001 FOOTING
ROB.
09/16/11 DOUG PASS B001 FOOTING
JOHN. FOR DECK.
07/20/11 ROSE PASS B002 FOUNDATION
DAMPROOFING // FOOTING DRAINS TO TERMINATE AT REAR
09/14/11 ROSE FAIL B003 FRAMING (ROUGH)
NEED SUPPORT RIDGE &HIP/INADEQUATE BEARING &MISSING LVL SUPP
12/09/11 DOUG N/A B003 FRAMING (ROUGH)
09/14/11 DOUG FAIL B003 FRAMING (ROUGH)
09/16/11 DOUG FAIL B004 INSULATION
12/09/11 ROSE N/A B005 FIREPLACE / CHIMNEY
12/09/11 DOUG N/A B009 OTHER
MEETING W/ BILL BAYER.
09/13/11 ROSE PASS E001 ELECTRIC SERVICE
OK FOR METER SERVICE
12/09/11 ROSE N/A E002 ELECTRIC UNDERGROUND
09/13/11 ROSE PASS E003 ELECTRIC ROUGH
INSPECTION FIELD SHEET 04/07/22
Printed by Middleton, Morgan 14 18 29
09/16/11 DOUG PASS E003 ELECTRIC ROUGH
09/13/11 ROSE PASS H003 HVAC ROUGH
08/18/11 ROSE PASS P002 PLUMBING UNDERGROUND
WATER TEST ON SAN DRAINS/NEED CLEANOUT AT BASE OF STACK*
09/13/11 ROSE PASS P003 PLUMBING ROUGH
WATER TEST WASTE& VENTS/PRESS TEST ON H2O PIPES
10/13/11 ROSE PASS P004 PLUMBING GAS TEST
ED @ 860-291-0115//METER SERVICE/ TO BON GAS PIPING
12/02/11 FOLG APPWBOND Z003 CO PLANNING INSPECTION
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# f� �'1i��r r �cj Date: Z
Sprinkler# (5001ti Estimated Cost $J,a81.4g
FINAL APPROVALS
Permit Fee
Building COMPLETE RED BOXED AREAS $ �jb
Occupancy Fee $
Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit ► SIGN ON REVERSE SIDE t
0.Appr.forC '
� f b Total Fee $ 36
TO THE BUILDING ARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $_ 3�3+
The undersigned hereby applies to do work according to the following:
Applicant Marisa mon4emL,.rro --Tri Soles Location of Work 1_2(d Frc z e r- 1=%r Q ___ LotNo. _
Applicant's Address (o ► W es F JcAnn sc v, Ay- Tel # Z03-701-3724 c)r,l 1
Town C 'ie%K%r<— CT Zip 0(o11'(D Lic.#�lC 0(63SS20
Owner VaStil, P-a Pgr)a S Ck nn Architect
Owner's Address IZU Frazer- C-5,r iZCI Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit IZoo vn a �t Suk P y S j T+t y n FS.S f<c kin/ 33 pn el S _
City Water J Well J Septic System .J Sewer J ,26 1 SOl7
Ins: HO S Area Basement Garage
Approved by w Date S- Use Group Construction Type
Revised 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be located the proper distance from all street lines side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed
I hereby apply for a Certificate of Occup ncy for the work desc ed in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
Po
SOLAR 611 West Johnson Ave. Cheshire, CT 06410
CT El Lic#124054 Phone:(203)701-3724 Fax:(203)687-4205
Authorization to Apply for BUILDING PERMIT
The bearer of this letter is authorized as an agent of TRINITY SOLAR to sign for the following BUILDING PERMIT
(Sec.20-338b)
Today's Date: 2 Job Start Date: / 2016
Municipality where work shall be performed
0 vk 0�
Job Name
VQkS Av\ {�
Job Address
1 t C
Description of Job
Solar PV Roof Mounted System
Name of Authorized Agent
lI
IMC tvj S c— Yana rit'Y m(...rr6
Name of Licensed Contractor:TRINITY HEATING&AIR INC.
CT License/Reg No:HIC.0635520
i ature of Licensed Contr
Comments
Sec.20-338b.Building permit applications.%ho may sign.Any licensed contractor who seeks to obtain a permit from a building official may sign the building permit application personally or delegate the
signing of the building permit application to an employee,subcontractor or other agent of the licensed contractor,provided,the licensed contractors employee,subcontractor or other agent submits to the building
official a dated letter on the licensed contractors letterhead,signed by the licensed contractor,stating that the bearer of the letter is authorized to sign the building permit application as the agent of the licensed
contractor.The letter shall not be a copy or a facsimile,but shall be an original letter bearing the original signature of the licensed contractor.The letter shall also include(1)The name of the municipality where
Ile work is to be performed,(2)the job name or a description of the job,(3)the starting date of the job,(4)the name of the licensed contractor,(5)the name of the licensed contractors agent,and(6)the license
numbers of all contractors to be involved in the work.
INSPECTION FIELD SHEET 01/27/16
Printed by Peart, Dayshell 08:31:17
INSPECTION: 81602 ;� PERMIT:
STATUS:
APPLICATION: 201501779
LOC: 126 FRAZER FIR ROAD
SOUTH WINDSOR
PROPERTY ID: 34430126
OWNER: PAPANASAM VASAN &
CONTRACTOR:
REQUEST BY:
PROJ DESC: ROOF MOUNTED SOLAR PV SYSTEM. 8.58 KW AND 33 PANELS.
WORK ORDER:
INSPECTOR: RESULT: PASS
REQUESTED: b6 PRIORITY:
SCHEDULED: 01/26/16 PM COMPLETED: 01/26/16
UNPAID FEES: .00 Date Time
MILEAGE: .00 TIME: TRAVEL ONSITE
COMMENTS:
CHRISTINA Q 1-203-701-3724 EXT. 1112
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
01/26/16 ROSE PASS E010 ELECTRIC FINAL
OK TO RELEASE
11000313 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/07/11
GIS ID:34430126 FEE: 3,486.00
MUNIS APPLICATION# 201100693 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: 126 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD OWNER: MANNARINO BUILDERS LLC
UNIT 3F 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME
3,534 SQ. FT.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7n12011 4:08 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1500783 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 12/04/2015
GIS ID:34430126 s=";� "" •�,�� " FEE: 30.00
MUNIS APPLICATION# 201501779 a "=n>.` BUILDING DESCRIPTION:
t" 4•��' 4�jY � F
APPLICANT = .�� � " °, LOCATION
NAME: TRINITY SOLAR 4' = ADDRESS: %,12 FRAZER FIR ROAD
.,
ADDRESS: 611 WEST JOHNSON V,ENUE`� OWNER: ,.PAPANASAM VASAN&
CHESHIRE,CT 06410."�' �' r°�72CtFRAZER FIR ROAD
g �1 South-Windsor,CT 06074
DESCRIPTION OF WORK: ROOF-MOUNTED SOL'ARPV SYSTEM. 8.58 XW AND 33 PANELS.
SPECIAL CONDITIONS: _ `'
ALL WORK TO BE DONE IN ACCORDANCE;WITH TIiE'APPLICATION',AND;PLANS,APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
�$ } `
OCCUPANCY GROUP: BUILDING OFFICIAL�`-_�.�, V �=�'
12/4/2015 1:53 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
201100198 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF OCCUPANCY
DATE: 12/15/11
GIS ID:34430126 FEE: 10.00
MUNIS APPLICATION# 201100693 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: 126 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD OWNER. MANNARINO BUILDERS LLC
UNIT 3F 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT-06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME
3,534 SQ.FT.-
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
12/15/2011 11:56 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1100282 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 08/26/11
GIS ID:34430126 FEE: 240.00
MUNIS APPLICATION# 201100693 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ADVANCED HEATING&A/C ADDRESS: 126 FRAZER FIR ROAD
ADDRESS: 701 NUTMEG ROAD NORTH OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME
3,534 SQ.FT:
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/26/2011 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1500494 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 12/04/2015
GIS ID:34430126 FEE: 495.00
s= �.. �.,,,P•" '°ate,..,,,_. �., a
MUNIS APPLICATION# 201501779 y ^'+ . 'BUILDING DESCRIPTION:
APPLICANT <• LOCATION
NAME: TRINITY SOLAR r ' ADDRESS_: )12 FRAZER FIR ROAD
ADDRESS: 611 WEST JOHNS014 AVNiJF, OWNER: rPAPANASAM VASAN&
CHESHIRE,CT 064I0,' :-� �;, r'1126 FRAZER FIR ROAD
CIA „`�, Southvindsor,CT 06074
_ -
DESCRIPTION OF WORK: ROOF:Pv OUNTED SOLAR PV,SYSTEM. 8.58 KW AND 33 PANELS.
SPECIAL CONDITIONS: i{l
ALL WORK TO BE DONE IN ACCORDANCE;WITH JHE"APPLICATION-_,AND,PLANS•APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
12/4/2015 1:54 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1100180 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 07/29/11
GIS ID:34430126 FEE: 135.00
MUNIS APPLICATION# 201100693 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: T&H ELECTRIC INC. ADDRESS: 126 FRAZER FIR ROAD
ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME
3,534 SQ.FT:
WIRING NEW SINGLE FAMILY HOME.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/29/2011 10:34 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1100274 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 08/22/11
GIS ID:34430126 FEE: 120.00
MUNIS APPLICATION# 201100693 BUILDING DESCRIPTION:
APPLICANT ,,, LOCATION
NAME: IMPERIAL PLUMBING CO.,INC. ADDRESS: 126 FRAZER FIR ROAD
ADDRESS: 648 SULLIVAN AVENUE OWNER: MANNARINO BUILDERS LLC
P.O.BOX 875 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW.HOME
3,534 SQ.FT1.",
DRAINS,VENTS,WATER AND GAS PIPING,FUTURE INSTALLATION.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/22/2011 2:25 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE