Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
232 MASKEL RD
Electric # c6cusko APPLICATION FOR BUILDING PERMIT Plumbing# 9,ockwb 232 Ma ske 1 Road t HVAC # Do'd Sprinkler# 800143 • FINAL APPROVALS _---_-- etrrftee��Np�$ w~ Building COMPLETE RED BOXED AREAS Engineering TYPE OR PRINT ONLY Occu1gigtAyV Ra RT $�:r D�N�U�RRRTM� Affidavit ► SIGN ON REVERSE SIDE Appr. for CO. ia _ Total Fee $ /G'w TO THE BUILDING D PARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Location of Work ,231 Lot No.�_ Applicant's Addresses 0 N,T Tel.# Town w���`� L-7 Zip O"-?4- Lic.# /0.2 i Owner �'Y ,ti /� Architect YC -A,- ��� S Owner's Address Architect's Address /0 o Zip ict-IcIH J , (p%_ Zip04.CG4- Sq. Ft. New Area: 1st FI. 13" 2nd FI. /i- 3rd FI. Total New Area .2,S K 2 S - F Purpose of this permit ,,Ul / �f _ City Wateye' Well❑ Septic Systemo Sew% ' ` Ins: HO SP Cert. Area Basemen Garage Approved by Dated n� Use Group Construction Type _ / (, u Revised 6102 0,--pI 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 Occupancy for the work d6cribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 425 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** ADDRESS 3 c��! ��.5 X60 LOT/UNIT# Reviewed by-6b (Engineering) CONTACT/DEV V Ad Y1 1'1 a 6 ) nD Date Reviewed_7f13e�eKT ploy Denied L-�'�b PH# Reviewed by (Planning) Date Submitted Date Reviewed pprover' 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 v 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 C. electrical&telephone d. water e. ot#W("--f j 5. Sewer connection charge paid 6. Appropriate certification xl 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: "a( CO.,, " d"� t✓�s tv4s s/engineering/molloy/site compliance cheddist C� n- 3 11+ 1 Home Occupation Information and Application Form ly Minor roved � ASSESSOR'S USE ONLY J ❑ Ma or Approved b y� � Date Home Occupation Type Code Name ,l)ovlt'n,e GnlclPnAa DBA_ AVlflon S :Tn K Address of Proposed Occupation: p yp f4 a S re, Rd Telephone (�L/i—Z,F(o U Zone-A,3 (Nola in Dit7,MF zones only minor home occupations are allowed,approval letter from homeowners assn required Description of Home Occupation: PQ- I--n n eno CU a te r ," ►lam rt�T.�,-/ -�in�,, I��c w,� i 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. /Vane FLOOR PLAN (❑Basement g10 floor ❑Vd floor) Floor area of dwelling SS Floor area of home occupation %of floor area devoted to home occupation S 7a 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 /y�(�/06P Signature of Owner Date /OA Idle-- N i �� -'4,+ � �` ��``' ' #may � f4} � �vR.'�-�� �.'� ."$'' •,��'G+ �{•,; �.p. i ti N CD 0 d IrmulSafe-SP Fiber Glass Blowing Insulation :jam Certificate of Insulation H-VALUE BAG r REQUIREWNTS IIIII COVERAGE NITIAL F 1 £ TDOaUiNATHOMB"ILOF513TAKTAW NUB pH{TQ11M.F7rypMpFIMUARA MEN110FLU NDD[DMDICOMMORETM10: CHDAD MDT or U-nTM. SIIDUID YDI BCIESLTERN. J ti 1 'tea•. . IV" R-69 31.4 31.9 22.00 22.00 r, R-44 22.4 44.G ti 16.75 116.75 „ R-30 14.9 67.1 11.75 11.75 .! z R-13 6.2 1 161-7 1 5.25 1 5.25 This is to certify that CertainTeed InsulSafe`SP Fiber Glass Insulation has been installed to the manufacturer's recommendations and will aclueve an R-Value` of 38 using 36 hags of instnlation to Dover 1650 square feet of area at a minunum ir>�tailed thiclaiess of 14.54 inches_ lid_ _ i3 CID eL rrss c -- SaCky cm l x rn 21-�:ij�1/nn m Date m CN New P.n$7and Rnildin� Prc�dtTrXg�MASC;[l _ _ �. Cutulutny State Tccrtsc Number require , CD Meritlnn- Vr 06490 tD Cigv State,Zip InsulSak SP is wtt[uurbus!ible,nDneomosive and ino hie.A product� P dtst$ued(or IeT[lajh.safety stnttck+tds and tnTnorrow�energy requirements-Keep eLi.ci:rtifica[e with Your other valuable papers. 1(you ever sell dL6 property,this certificate should be M passed 00 to the ptrrhacer *The htglter the R-Alue,the greater the insulating powci Abk your seller for the fact sl[eee on K_�alues. �'• `% m CD 04 co Ceft!nTeed M _ . G r .ti tii.h•..;1:: .. '„.;X�.,Gf�` T �,Lt a,Y`x;�•�-•_:.ifik!'l:.`',`tiLAY, _ s: r�-.` '+AeJ. ' [/•'?' ir�Y.�.yy. ...,,.. . ,...s.:rrf. `-+.. � ...q '' -* '' J •., , > -r, -�� •r'.1 r. - !t x i - T�i�3'": �w���. .-.. - ..._ .... ,.Y`. J';i•. ,�M .. .. _.. a .. _ . - .. - -. .... .... _ w?.1_a_..��-t RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT APR 10 2008 **** BUILDING PERMIT***** ADDRESS /UNIT#_Reviewed by_l3D (Engine CONTACT/DEV Date Reviewed `I Io�08 r� ied PH# Reviewed by. / 'f (Planning) Date Submitted Date Reviewed y " nied In accordance with the Zoning and/or Subdivision Regulations,Prior to the building of any Wucture on a lot,a T Plot Plan shall be submitted for approval. The minimum requirements shall include: opograPhic Approved Denied N/A 1. Name,address&phone number or owner/applkant 2. Name,address&Phone number or plan preparer --`G 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 hearings,building Cores, distnces�area,etc. d. Coritotxs„adsti g&proposed,1 Or 2ft.interval where appropriate e. Bung k>cation with dimensions.Devations or Proposed finish floor,garage floor¢erline of road at driveway f. Elevations of gravity drainage systems,sanitary &fotxidation drain at the house and the street g. Tentative utility location(gas,water,eiectrir, septic system,etc. h. Title block with name&address of preparer, dam,aPPropUte certincatioq,live seal&Eve signature consistent with the Board of Registration requirements.(P.E.&LS.) S. Segmentation and erosion control 6. Special Planning&Zoning,Iniarxilwetlands axisideratioonss(Plans on file w/Town Clerk) COMMENTS: s/engineering/mdloy/building compliance dvddist r NO TES - 1. AREA OF LOT 7 = 30,0003 SQ.FT. = 0.689 ACRES. 2. ZONE OF SUBJECT PARCEL /S A-20" AND A-30". MINIMUM YARD REQUIREMENTS: FRONT = 50 FEET SIDE = 15 FEET REAR = 50 FEET S�+ J. BOUNDARY INFORMAT70N TAKEN FROM PLANS ENTITLED - 3 O KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD n SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE.- DECEMBER 20, 2006 SCALE., I IN.= 0 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WIINDSOR, CONNEC77CUT" a 4. APPLICANT: MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. y O % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484 SOU774 WINDSOR, CONNEC77CUT 06074 W7NDSOR, CONNEC77CUT 06095 S 01546 TEL. # (860) 289-7055 TEL. # (860) 688-7288 _ 5' " E 120.00' 5. ELEVA77ONS ARE BASED ON NGVD29. N 88*04'14" E 0-7- 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. N 88'04'14" E 250.00' 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXISTING U77LI77ES PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED F0077NGS AND FOUNDATION. CON7RACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA7ION EXCAVA770N. M/RAFI FABRIC SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. ' 8. DURING CONSTRUCTION, MIRAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF 340 340- 9. LEGEND - ^�310__-��� EXIS77NG CONTOUR 6 x 310.0 EXIS77NG SPOT GRADE 330 330- 3f0 PROPOSED CONTOUR 3f0.0 PROPOSED SPOT GRADE 324- GRADE TO DRAIN 322 323.0 - 3 SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE o Y! W PROPOSED WATER SERVICE 322.0 N � _ FD PROPOSED 670 F0077NG DRAIN LINE �� O? CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET N 324.0 324.5 T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET � Hw DECK PROPOSED 324.0 E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET HOUSE 39•0' PROPOSED HOUSE CONSTRUCTION ENTRANCE PAD- . _ � 324.0 FD FL= 316.1 z NOT TO SCALE _ M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND I m PROPOSED SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED 322.5 SAN. FL= 314.8 -co � 18.0, HOUSE MASKEL ROAD N 63'-0„ to � °' N o o 0�o�o� 10. PROPOSED HOUSE - 322.0 a o o�10�7 r� 0 0 0 0 0 o`b RIGHT TO DRAIN 3%°1 I s' c EKED PORCH 323.3 r 0, o o�P 2 PROPOSED GARAGE FLOOR = 324.0 IN FAVOR OF LOT 6 50' -Y-� I _ o o Xo�o�o PROPOSED TOP OF FOUNDATION = 325.0 o o s�o o PROPOSED FIN,SHED FLOOR = 326.0 / 324.0 a APPROXIMATE BASEMENT FLOOR = 317.3 322] fn RIGHT TO DRAIN o o°o"0 0Ic F� 3 IN FAVOR OF LOT 7 1 TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE 7HE FINAL EXTERIOR GRADE. YD #6 (PRIVA 320 O 2 TF=315.5 / 0 0 0 0 0 USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST OTHER FLOOR ELEVA77ONS 10' W1DE C L.& P. CO. EASEMENT, FD FL= 313.0 ` l 318 N YD #5 0 �0 o o o c BASED ON THE ARCH17ECTURAL PLANS. 10' W/DE YANKEE GAS SERVICES CO. EASEMENT o 316.9 / LO _ (PRIVATE) OF -4 c0 1 - - - - 0 0 0 0 0 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL AND STREET TREE EASEMENT - / TF=317.5 REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL 316.4 N 015546" W 20.00' FD FL= 315.0 PLAN 4" MINIMUM CONN. BEGIN UN77L 774E CONTRACTOR HAS RECEIVED AND 7740ROUGHLY REVIEWED ALL PLANS AND OTHER 4' WIDE CONCRETE WALK DOT 2" STONE DOCUMENTS BY ALL OF 174E PERM/T71NG AUTHORITIES: D 7VAD7Tli= FILTER FABRIC UNDERDRAIN MASKEL ROAD 315.5 SAN.MH#S 71VMIN. 316 I TF=316 83 SAN. SEWER 31 8"0 WATER MAIN L__ SECTION SEEDING SCHEDULE - ________ - -q--- -------W-------------- -------- NOTES: 111 1. THE PURFOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACING 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 SMITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. UNDESIRAIiLE MATERIAL. PERMANENT VEGETATIVE COVER: j12 3. THE ENTFANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 PREVENT ,RACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING THIS WALL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR INSTALL CONSTRUCTION ADDITIONA. LENGTH AS CONDITIONS REQUIRE. LAVIN AREAS: SANITARY SEWER LATERAL USE THE4FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: ENTRANCE PAD PRIOR TO ANY FL= 306.5+ CONSTRUCTION KENTUCKY BLUEGRASS 45% (A MINIMUM OF 20 FEET LONG) SANITARY SE;WR LATERAL FROM CREEPING RED FESCUE 45% HOUSE TO MAIN LINE PERENNIAL RYEGRASS 10% 87'- 6"0 ® 9.590 (2.09'MINIMUM) 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 /N ACCORDANCE WITH SEC77ONS ENGINEER - 20-300b-1 THROUGH 2O-30)b-20 OF 7HE REGULATIONS OF CONNEC77CUT ANNUAL RYEGRASS 100% STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE APPLY 1 LB./1000 S.F. STATE OF CONNEC77CUT" AS 'ENDORSED BY 77-IE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. /1* IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RE�'URVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ��'irn �a,,.�s e ����',°�'ON�o®® TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 ao e�0 OF,,,A�..k-00--, ®e®e �,..•••.. ��►o� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. M.,ALp CLV•. '44°�P' M °���'''`° MANNARINO BUILDERS INC. ( IN FEET L.S. N0. 9344) ; :� �." 11d. ;� A;ir ft Y� IMPROVEMENT LOCATION SURVEY NO. 9344 U ;'�o ; No. 9344 : CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE �'•.A''o':�/CENSE°'' � eeey, %e ,4-�!cENS�°�'o�eee` KILKENNY HEIGHTS � � � WINDSOR,CONNECTKXJT SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 3-20-08 REVISED PROPOSED HOUSE B•••....�e® ' LOT 7 - 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 232 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 13, 2007 D:M07072PP-7 P:M06099 FOLDER:MANNARINO FILE:MAN NARINO-320 ABBE NO TES - 1. AREA OF LOT 7 = 30,000 SQ.FT. = 0.689 ACRES. 2. ZONE OF SUBJECT PARCEL IS "A-20" AND A-30". MINIMUM YARD REQUIR MINIS. FRONT= 50 FEET SIDE = 15 FEET REAR = 50 FEET J. BOUNDARY INFORUA77ON TAKEN FROM PLANS ENTITLED - 1 7 5 I n 'KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDFRS INC 320 ARRF ROAD n1 SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DA7E- DECEMBER 20, 2006 SCALE. 1 IN.= 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, �\ 7 CONNECT/CUT" � A m 4. APPLICANT MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 SOUTH WNDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 S 015546" E 120.00' 5. ELEVA77ONS ARE BASED ON NGVD29. N 8804'14" E 7 6. NO ZONING VIOLATIONS 317H RESPECT TO LOCA77ON OF EXISTING FOUNDARON, AS SHOWN. -'"----___ 250.00' Z EXIS77NG HOUSE - - - - - - - - - &ARAGE FLOOR ELEVA77ON = 323.52 FINISHED FLOOR ELEVATION = 325.61 BASEMENT FLOOR ELEVATION = 316.9 50' R.Y. BOTTOM OF FOOTING = 315.7t ---__ tl. -----------340-- 8. LEGEND - o EXIS77NG CONTOUR icy Lo o + 0 _330 x 310.0 EXIS77NG SPOT GRADE ------------------- ---- ---------------------------------- ----- I + 329.3 - -------------330--- �.y WATER SERVICE + 325.1 + + 328.4 + 326.9 + 29.0 S 6"0 SANITARY SEWER LATERAL 325.9 FD FOOTING DRAIN LINE + + 324.5 G GAS SERVICE + 323.1 + T,E 321.9 + + 324.4 TELEPHONE, ELECTRIC AND CABLE TV SERVICES 321 7 , + TV 322.1 323.6 8 Gv 321.g + 323.3 + 324.4 GAS GATE + + . m 320.8 323.7 BPlCKWV320.4 322.� ° WATER GA7F 7 4.6'x6' HATCHWAY PATIO 5'7 3 322.b EXISTING 25.5' a . 324.13 o GM GAS METER HOUSE 139.0, EXIS77NG HOUSE 37.0' AC o Era ELECTRIC METER BIT. CONC. (7-28-08 2'x6. EXISTING DRIVE co FD FL= 3�5.7± CHIMNEY 320.0 d� rn 323.43 SAN. FL= 314.8 0 18.0' HOUSE 321.9 pac AIR COND1770NlNG UNIT ON CONCRETE PAD + 321.2 ` MIN 25.0M o PORCH CONCR M GM BIDRIVONC. T. 322.4 / �� 'l 323.1 12' 14 _12' 323.1 RIGHT TO DRAIN �N, I 50. + 0 36.0' 321.3 N 324.4 IN FAVOR OF LOT 6;� _ - _- 321.2 �1 318.0 1 b 32 � / 323.8 + N \ GHT TO DRAIN 10' WlDE C.L.& P. CO. EASEMENT, �� 32 .3 3 2 5+ 320.7 I IN/ FAVOR OF LOT 7 10' WIDE YANKEE GAS SERVICES CO. EASEMENT - �-_- AND STREET TREE EASEMENT 319.8 BRICK c c r YD #6 (PRIVATE) TF=315.83 16.6 i + 320.3WALK+ 321.1 j �'1� p FD FL= 13.0 cP �I `� 320--- -- '''I cn YD 5 WV 316,q n iJ.o I ���� - Ln LO - a�l __ (PRIVATE) 1F=317.85 316.5 I N 015546" W1. FD FL= 315.0 7_774' W1DE CONCRETE WALK 315.75 316.05 318.96 _ UNDERDRAIN 314.74 316.02 316.31 I 316.63 317.22 317.99 318.34 I SAN.MH 8 SAN. SEWER 8"9 WATER MAIN MASKEL ROAD TE=3 16.83 -- -- W-- + 313.61 SANITARY SEWER LA7FRAL FL= 306.5+ SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 86'- 670 0 9.6,'f THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION 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 BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. n GRAPHIC SCALE je'C N TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 '►►eOFNNoC '®.. 0gv��'�rNFY?j''•. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Ai g,� - • g � MANNARINO BUILDERS, INC. • �: �; L.S. NO. 9344 IN FEET ) IMPROVEMENT LOCATION SURVEY M No. 9344 �e No. 934 �s° CIVIL_ ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 7 28-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES ���h` - o .'� ,•• WINDSOR, CONNECTUff APPROXIMATE AND ALL UTILITIES MAY NOT BE •.40P=�!CENSE�•'���►►` •.,-�q yp►p KILKENNY HEIGHTS SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 3-20-08 REVISED PROPOSED HOUSE ®eejSIONAL�eee►��p• peel a►►►► WILSON M.ALFO D,JR.,P.E.&L.S. °iwi�e - SHALL CALL 1-800-922-4455 AND HAVE THE LOT 7 UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 232 MASKEL ROAD SOUTH WINDSOR, CONNEC11CUT SCALE: 1 IN. = 40 FT. DATE: JUNE 13, 2007 D:M07072PP-7 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR �ot BUILDING DEPARTMENT P APPRO ED 1540 SULLIVAN AVENUE Bldg. Permit f =�� 60 644-2511 ext. 230 Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: Aq� kr-,1 &C 7 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS 7 D l z 4,cz 5 ,V APPLICANT PHONE# Ova O W N S F-4 OWNER r' z lob •Q`- OWNER ADDRESS Iy �, OWNER PHONE 7— ESTIMATED COST$ /S �S r-9 Z) IS THIS A CONTRACT COST. _Yes _No !�f .wab 4G FEE ENCLOSED$ /P TYPE OF JOB: 1S�lPq "flew Installation Alteration/Addition'Repair RcN i.rd 4 n I, ?nu; f APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: f"'HEATING &RESIDENTIAL 6-A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC H-WARM AIR Cl UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION ' TOTAL RADIATION DESIGN TEMP. OUTSIDE o OF INSIDE 75�- F DIFFERENCE-7 3r-°F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE L HEAT G EQUIPMENT(INCLUDING MAKE& MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH)/oy NET RATING(OUTPUT-BTUH) Sr TYPE OF FUEL Cl OIL-GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY GkGAS-INPUT�M LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE q/ J OF INSIDE -70 OF DIFFERENCE 2--'�;r °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) ESCRIBE L COOLING EQUIPMENT (INCLUDING MAKE& MODEL NO.) 16 2 3 ��1� A,4� ,e.c .t r , �� D Z X 'ell 1� TONNAGE COOLING CAPACITY(BTUH) ! �� VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TU COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFO�a CE O)�UC�-I WORK. 3V /7� s 1 CONTRACTORS LICENSE NO TYP SIGNATURE OF APPLICANT DATE )T�E O� 232 Maske/ Rd. Lot #7 HVAC Load Calculations for Mannarino Builders Chapel Rd. So. Windsor aftmm miisw MmIt RHVACRESIDEN`17AL HVAC LOADS Prepared By: Steve Smith Advanced Heating &AC Inc. Friday, May 16, 2008 Rhvac-Residential&Light Commercial HVAC Loads Elite Software Developmerk Inc. Advanced Htg 8 A/C 232 Maskel Rd Lot#7 South Windsor,CT 06074 - Page 38, System 1 Room Load Summary, ] - Htg Run Run Clg Clg Clg Zone Clg Room' F�o ' Area Sens Nom Duct Duct Sens Lat Nom Adj Adj SyName SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CF -Zone 1--- 1 Living 182 4,688 61 1-6 509 2,196 261 100 1.00 100 100 2 Foyer 180 3,446 45 1-4 651 1,248 247 57 1.00 57 57 3 Dining 182 3,672 48 1-5 575 1,723 174 78 1.00 78 78 4 Great 450 7,848 102 1-8 472 3,625 435 165 1.25 206 165 5 nook 60 9,941 129 2-6 597 5,151 747 234 1.25 293 234 6 Kitchen 210 2,213 29 1-4 453 869 87 40 1.00 40 40 7 Lav 90 2,516 33 1-4 351 674 145 31 1.00 31 31 Zone 1 subtotal 1,354 34,324 446 15,486 2,096 704 804 704 --Zone 2--- 8 Master Suite And 377 9,009 117 2-6 573 4,945 522 225 1.15 259 225 Lav 9 Sitting 180 3,925 51 1-6 562 2,426 261 110 1.05 116 110 10 Mas Clos/laundry 188 1,423 18 1-4 418 802 44 36 1.00 36 36 11 Bed 2 173 2,874 37 1-5 582 1,744 174 79 1.25 99 79 12 Bed 3 180 1,893 25 1-4 578 1,108 87 50 1.25 63 50 13 Bed 4 180 4,465 58 1-6 485 2,092 261 95 1.00 95 95 14 Lav 189 3,490 45 1-6 461 1,989 174 90 1.00 90 90 Zone 2 subtotal 1,467 27,079 352 15,106 1,523 687 760 687 --Zone 3--- 15 Bonus 312 6,591 86 1-7 571 3,352 232 152 1.05 160 152 Zone 3 subtotal 312 6,591 86 3,352 232 152 160 152 System 1 total 3,133 67,994 884 33,944 3,851 1,544 1,724 1,544 System 1 Main Trunk Size: 1607 in. Velocity: 874 ft./min Loss per 100 ft..- 0.081 in.wg Cooling Sensible/Latent Sensible Latent ■ Tons Split Btuh Btuh Net Required: 3.15 90% / 10% 33,944 3,851 37,795 Recommended: 3.77 75% /25% 33,944 11,315 45,259 Mment Data Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity. n/a 0 Btuh DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 6156c� BUILDING DEPARTMENT APPRO D 1540 SULLIVAN AVENUE Bldg.Permit# _ 644-251I ext. 230 M[13 Date Building lnspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS57 4r 7— APPLICANT PHONE# (}6d or"V41— 3 C-7C O W N g F,q OWNER OWNER ADDRESS �/,06r Cat/�A' T F .Sd d />Jo cT d6'-o7�/ +� Q, �, OWNER PHONE__ �- 7Q-9-.5 C ESTIMATED COST$ d •� IS THIS A CONTRACT COST? v"^Yes _No FEE ENCLOSED$ & r�6SOR.CO�� TYPE OF JOB: `� \��j 03q ✓New Installation Alteration/Addition/Repair Revised 4ro1ir2002 APPLICATION FOR ELECTRICAL PERNUT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES O NO RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATIONIWIRING METHOD 4 di SIZE OF SERVICE -2-gD o SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES V-NO NUMBER OF LIGHT CIRCUITS I O NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES -;2 0 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS Z SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 4f"I Ile �'�,✓�L� �i4iy/l y A/o Me 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. /D 3 7/6i' CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �� DATE 1 3% 523C� Permit# Permit Date • REScheck Software Version 3.7.3 Compliance Certificate RD Project Title: Loius & Carol D 1 Westfall JUN U 2 2008 Report Date:03/osm Data filename:UnNed.rck South Windsor BUILDING DEPARTMENT Energy Code: 20031ECC Location: South Windham,Connecticut Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 6633 Construction Site: Owner/Agent: Designer/Contractor: Lot 7 Maskell Road Mannarino Builders South Windsor,CT Assembly L= �.. Ceiling 1:Flat Ceiling or Scissor Truss: 1570 30.0 0.0 55 • Wall 1:Wood Frame,16'o.c.: 2944 19.0 0.0 150 Window 1:Vinyl Frame:Double Pane with Low-E: 360 0.360 130 Door 1:Solid: 38 0.090 3 Door 2:Glass: 40 0.370 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 400 30.0 0.0 13 Compliance Statement.The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date • Loius&Carol Westfall .1.. ,1 s BASEMENT 4;�:e,,,��,.• BEAM us-see�InOM 6.30 Serial 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LV User:2 3/412008,:5,:30PM � , Engine Versiorr6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET D IGN U CONTROLS FOR THE APPLICATION AND LOADS L TEA 0 D 2 2008 South Windsor BUILDING DEPARTMENT b s•s•-----� Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 11'9" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 285.0 114.0 0 To 9'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.50" 3586/1277/0/4863 L5 None 2 Steel column 3.50" 1.50" 3586/1277/0/4863 L5 None -See iLevel®Specifiees/Buildets Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Qhear(lbs) 4692 -3754 9476 Passed(40%) Rt end Span 1 under Floor loading Moment(Ft-Lbs) 10753 10753 17662 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.188 0.229 Passed(U586) MID Span 1 under Floor loading Total Load Defl(in) 0.254 0.458 Passed(U432) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLeveIV warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevels Associate. -Not all products are readily available. Check with your supplier or iLeveIV technical representative for product availability. -THIS ANALYSIS FOR iLeveIV PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the!Level®Distribution product listed above. -Note:See iLevel®Specifier's/Buildees Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 • Scotland,CT 06264 Phone 86042M289 yngdsns@aol.com Copyright ® 2007 by iLevele, Federal Way, WA. Hicrollams is a registered trademark or iLevel$. . e BASEMENT Cy wrrorn,.ev>ar BEAM User2 ®s.3oserlal 55:44 M 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam®LVL User.2 3/4/2008 7:55:44 PM Wet Eng+ne Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F__ L Ell Z Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:11'9" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 285.0 114.0 0 To 7'10" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplitUTotal 1 Steel column 3.50" 1.52" 2957/1035/0/3992 L5 None 2 Steel column 3.50" 1.52" 2957/1035/0/3992 L5 None -See iLevelO Specifiers/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location 'hear(Ibs) 3822 -2888 6318 Passed(46%) RL end Span 1 under Floor loading Moment(Ft-Lbs) 7166 7166 11775 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.132 0.188 Passed(U679) MID Span 1 under Floor loading Total Load Defl(in) 0.179 0.375 Passed(U503) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevelS SpecifierslBuilders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 • Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright O 2007 by iLevelO, Federal Nay, WA. MicrollamS is a registered trademark of iLevelO. a g BASEMENT ry wert.naeusa BEAM User.2m3/4=8er:%53 M 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User,2 3/4/20061:56:53 PM •,9e1 Engine Vemon:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Ell T_ -- __ L Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:10'3" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plo Floor(1.00) 270.0 108.0 0 To 9' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.58" 3060/1081/0/4141 L5 None 2 Steel column 3.50" 1.58" 3060/1081/0/4141 L5 None -See iLevel®Specifiers/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location hear(lbs) 3987 -3144 6318 Passed(50%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 8639 8639 11775 Passed(73%) MID Span 1 under Floor loading Live Load Defl(in) 0.205 0.217 Passed(11507) MID Span 1 under Floor loading Total Load Defl(in) 0.277 0.433 Passed(L/375) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(L1-:1/480JI-11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: IMPORTANTI The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 • Phone 860423-8289 yngdsns@aol.com Copyright O 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. I s SECOND FLOOR HALL Pv Wremecvsr• BEAM TJ-BeaUser: 36.30 serial 81:4:07PM 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User:2 3!4/20081:44:07 PM 'age1 Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 1 ,0 b 13' Product ffmgram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6'9" Primary Load Group-Residential-Sleeping Areas(psf):20.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 878/586/0/1464 All:Blocking 1 Ply 1 3/4"x 91/2"1.9E MlcrollamO LVL 2 Stud wall 3.50" 1.50" 878/586/0/1464 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E MicrollamO LVL -See iLevel®Specifier's/Buildees Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1426 -1220 6318 Passed(19%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 4516 4516 11775 Passed(38%) MID Span 1 under Floor loading ve Load Defl(in) 0.174 0.317 Passed(U871) MID Span 1 under Floor loading otal Load Defl(in) 0.291 0.633 Passed(U522) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevelO Speciflees/Buildees Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 is Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal May, NA. Hicrolla,O is a registered trademark of iLevels. 1 a o BREAKFAST CV \'P�Y.I1Dll'SM BEAM U-Bea Uwr.2 314r2M1:42: 8PM 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL User:2 3/420p81:42:08 PM .+ge1 Eng(neversimr,8.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 0 2 8 g• i Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6'3" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 540.0 108.0 0 To 9 Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.86" 3274/885/0/4159 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.86" 3274/885/0/4159 Al:Blocking 1 Ply 1 3/4"x 912"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s):Al:Blocking -DESIGN CONTROLS: Maximum Design Control Result Location Qhear(Ibs) 4005 -3158 9476 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 8678 8678 17662 Passed(49%) MID Span 1 under Floor loading Live Load Defl(in) 0.146 0.217 Passed(L/711) MID Span 1 under Floor loading Total Load Defl(in) 0.186 0.433 Passed(U560) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLeveIV. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an il-evelo Associate. -Not all products are readily available. Check with your supplier or il-evel®technical representative for product availability. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLeveIV Specifiees/Buildees Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 • Scotland,CT 06264 Phone 860423-8289 yngdsns@aol.com Copyright ®2007 by iLevel®, Federal clay, WA. MicrollauM is a registered trademark of iLevel®. BCR^E'A.KFAST/FAMILY ROOM b•r N•rY�r�.s�vsr• BEAM Ti-a User 2 3 6.30M 1:al 40:05 M 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User.2 3/4200g 1:40:(I5 PM .age' EVimeversfon:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J_ -I_ + lire" Product Dftram Is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8'10" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 315.0 126.0 0 To 10'6" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.94" 3045/1290/0/4335 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.94" 3045/1290/0/4335 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See iLevel®Specifiees/Buildees Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location 19hear(lbs) 4198 -3441 9476 Passed(36%) Rt end Span 1 under Floor loading Moment(Ft-Lbs) 10669 10669 17662 Passed(60%) MID Span 1 under Floor loading Live Load Defl(in) 0.214 0.254 Passed(U571) MID Span 1 under Floor loading Total Load Dell(in) 0.304 0.508 Passed(U401) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL•L240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 19 6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT[ The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevelO product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 • Phone 860423-8289 yngdsns@aol.com Copyright O 2007 by iLevel®, Federal May, WA. Hicrollam® is a registered trademark of iLevel®. s LM FOYER BEAM °~-v-e""ae°s•' 2 PCs of 131411 x 9112 1.9E Microllam® LVL TJ$eamS 6.30 Serial Number user:2 3/4/20081:37:51 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN •`ege+ EnginO Versiorr 8.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED I —i a 2 a 14' Product Diagram Is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/UpIMTotal 1 Stud wall 3.50" 1.50" 210/148/0/358 Al:Blocking 1 Ply 1 3/4"x 91/2"1.9E MicrollamO LVL 2 Stud wall 3.50" 1.50" 210/148/0/358 All:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See iLevel®Specifiers/Builders Guide for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 350 -303 6318 Passed(5%) Rt end Span 1 under Floor loading Moment(Ft-Lbs) 1195 1195 11775 Passed(10%) MID Span 1 under Floor loading •Live Load Defl(in) 0.052 0.342 Passed(L/999+) MID Span 1 under Floor loading 7otal Load Defl(in) 0.089 0.683 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel0 technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See!Level®Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 • Scotland,CT 06264 Phone 860423-8289 yngdsns@aol.com Copyright O 2007 by iLevel®, Federal way, wA. Microllams is a registered trademark of iLevel®. >r e GARAGE BEAM �.wr•;r•�xusrr 3 PCs of 1 3/4" x 18" 1.9E Microllam@ LVL TJ-139=0 6.30 Serial Number. User.2 31412008 1:34;19 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN :age 1 Engine version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 0, d 21. , Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:14' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Stud wall 3.50" 3.55" 5880/203810/7918 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 3.55" 5880/2038/0/7918 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrandO LSL -See iLevelO Spekdfers/Builders Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7792 -6567 17955 Passed(37%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 40261 40261 58130 Passed(69%) MID Span 1 under Floor loading �Live Load Defl(in) 0.513 0.689 Passed(IJ484) MID Span 1 under Floor loading otal Load Defl(in) 0.690 1.033 Passed(L/359) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L1360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLeveIV Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7859 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevels. 1 DBPAR'I $NT DEt;TSION APPLICAMN FOR ELECTRICAL PA TT PERM# is b.ebr. TOWN OF SOUTH.WINDSOR 09i0 BUILDING DEPARTMENT 1540 SULLIVAN AVENUE g pac�oit# 7 644-2511 ext.230 9d18[ns laip.e� llca0on,mu#be printed or typed Fm SCHEDULE tlon of Job: E F. '�I�s�� SO-S1.000-$15.00 Street No. SUVK Lot No. over s1,000- ' sls.00 per 51.000 or* y Aw ion tb, wf Ten'at Ded�oatian Apt No. .. . � � � APPLICANY' r• ..� 1'� 'l 1l�Z.1L APPLICANT ADDItBSs 1✓ API UCANT MONE# OWN13R N se OWNED#ADDR833' OWNER PHONE BSMMATED COSTS 0 y k, IS TEIIS A CONTRACT.COST? —Z: Yes ._No �G. FEE ENCLOSED S J` o r S R TYPE OF.JO � o ,CO� Nov.won . F Altge<ioalAdon/Repsir o o . CV ti R&wi d 4/Ol/a= O y t� I �b t .� .y: �.��•A. .�'. p•�+�, �±,w E,.f7'e' ai+%J 05/07/2009 THU 10:52 FAX z001/001 r APPLICATION FOR ELECTRICAL PERART(contmued from mvem aide) /WEQF B„oDIlVG IS THIS APPLICATTomm.sOCIATED WITH A C�RESIDENTTAL BUMDING PERMIT APPLICATION? C7 YES O BUSIlNESS O ASSE.Iv CURRENT USE AND OCCUPANCY MBLY IDL fl MERCANTILE n EDUCATIONAL FUTURE USE AND OCCUPANCY UPANCY " O:INSTII[ 0NAL Cl FACTORY ENGINEER'S NAME -: -PHONE O STORAGE O GARAGE ADDRESS Cl M EKED USE CITY(Other please specify) - STATE ZIP TYPE OFINSTALLATIOMWIRMGMETROD d d /XPQJ(lf�- SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DLSCONNECTS AND RATINGS.� =NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? Cl YES.O NO NUMBER OF LIGHT cmcurTS NUMBER OF POWER CIRCUITS 'NUMBER OF SWnaw NUMBER,OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND AIC CALCULATIONS MUST BE SUBMTITEU. ES ON OF WORK ' r 1 THE UNDERSIGNED BEREBY APPLIES FOR A PERNIIT 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. E STATE SIGNATURE OF APPLICANT DATE L5' D DEPARTMENT DECISION APPLICATION FO PERMIT PERMIT# Applica ' is e TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT O 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date B ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: "3a yy( ,gs 16 t I v- S. w _ $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ^TIC S C A l yo-i '� 1 "C++ -� SO✓� S Let k1✓l APPLICANT ADDRESS O 0 uj L e 144-4a 1� jl ( © 6 APPLICANT PHONE# b q 7 Ll 9-0 Z- O W N S j , OWNER �—O L& 4- /'� L C— r OWNER ADDRESS /^ ���Z Ill o� f� r U O ♦ ,r OWNER PHONE Ll 9-" - -7 L- C ESTIMATED COST$ IS THIS A CONTRACT COST? '1/Yes _No FEE ENCLOSED$ ,) CCiI�'1 Kk S 1V�S ,0 TYPE OF JOB: �, pt CA,/ � S�it� Yl ► 1 OR'C 2New Installation o 6;)-3-T _Alteration/Addition/Repair Revised 4/0)H2002 APPLICATION FOR SPRINKLER PERMIT Continued from reverse side TYPE OF BUILDING TYPE OF CONSTRUCTION JALe_�USE GROUP�_ NO.OF STORIES T1 "RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A� ❑ASSEMBLY BUILDING PERMIT APPLICATION? O YES ENO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ARE USE AND OCCUPANCY ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MDG:D USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) '6 G 1 S ARE SPRINKLER HEADS ALTERED? ❑YES ar o IF YES,CHECK ALL THAT APPLY: ❑ADDED U DELETED ❑ALTERED IF MORE 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) PROFESSIONAL ENGINEER O INSURANCE COMPANY p WATER FLOW 15 61'f"WATER PRESSURE � ESSSURE AT SPRINKLER HEADS(PSI) 1 S 1 ARE PUMPS REQUIRED? ❑YES ®'NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ENO IS PRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATIN GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP A�M—PSI I DESCRIPTION OF WORK , 1 G r rt 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. � �� / g r 6- 1 q y J 3 CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DATE 3--J % ^ / Q eves DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR T40011$ BUILDING DEPARTMENT APPRO 1, � 1540 SULLIVAN AVENUE R'i// � —, 644-2511 ext. 230 \Permit# '0••by Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTena:nt Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof ation Apt.No. APPLICANT ^�^ n�, Co APPLICANT ADDRESS APPLICANT PHONE# Z c\ O W N St OWNER OWNER ADDRESS 0 lot OWNERPHONE - 1 -- C = ESTIMATED COST$ xIS THIS A CONTRACT COST? _Yes _No o ; FEE ENCLOSED$ \ C; TYPE OF JOB: �SOR•CO 1�Tew Installation �' J _Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE 1, NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS�_ 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 U-fES ❑NO SIZE OF WINDOW _ IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER 3 WATER HEATER: TYPE MANUFACTURER �� e _ DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PER ORM THE WORK DESCRIBED AND IS TZ5-- COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE M APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE)860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: 1960 y 51 APPROVED: BLDG.PERMIT NUMBER: lrJ•�oPj � DATE INSPECTOR LOCATION OF WORK: A S I C.L APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUELDING NAME: J�'Z NAME: Zg:2(Za 61/C5JI-bl/ ❑ADDITION PHONE NUMBER O L — 117f PHONE NUMBER: ❑EXISTING BUB-DING ADDRESS: ADDRESS: �5 ke LCrz _ TYPE OF USE: lv C r �smENTIAI. o COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK. TYPE OF INSTALLATION: 13 4 fe-m P/— /IAea,/ /✓U /VA SIZE OF SERVICE: ilmo SIZE OF MAIN SERVICE: v 1 T S �Y1" Cif✓ NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: Zd FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: FEE SCHEDULE:S18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THT NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: S E: STATE: ( I SIGNATURE OF APPLICANT: DATE: �� -36 I��ayC/s Electric # APPLICATION FOR BUILDING PERMIT Plumbing# n 1 HVAC# / 1�5�"��I JZ _ Date: 1 d /01/ ( 9 Sprinkler# FINAL APPROVALS 1 � g Estimated Cost $ �S,TOl)t7.t. ,, � Permit Fee $ Building _ COMPLETE RED BOXED AREAS Occupancy Fee L$ -L JQ, Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE t 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 -Lj/ G Location of Work 5 r An A/T & Al D__ Lot No. Applicant's Address R1 P VQ lA/ Si pV Tel # _ Town bt/E5f 1- AkTPD/'.D Zip. 1! Lic.# C: Q h 6 /y'/V Owner L DU/3f y ES T FALL Architect Owner's Address 14,k /K/�S te- RQ Architect's Address 6- �/l1/f� :'I� all, Zip— Zip Sq. Ft. New Area: 1 st FI. 2nd Fl. _ _ 3rd FI. Total New Area Purpose of this permit �_ �/��✓ �. M ��F �tic L,vSUfIL; 2 4 N WP-r Al M.I AJ.(. . - Cyr L If 4/6 �L -p4 -DY-0PS b us City Water J Well J Septic System J Sewer J Ins: HO Cert. Area Base nt Garage Approved by Date lb Use Group Construction Type aOlq o aaazl Revised 1708 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 Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS r" INSPECTION FIELD SHEET 04/13/22 Printed by Middleton, Morgan 15 12 35 INSPECTION: 126049 FINAL PERMIT: STATUS APPLICATION: 201902227 LOC: 232 MASKEL ROAD SOUTH WINDSOR PROPERTY ID: 57900232 OWNER: WESTFALL LOUIS E JR & CARA M CONTRACTOR: BETTERVIEW, LLC REQUEST BY: PROD DESC: RENEW BASEMENT FRAME, INSULATION, DRYWALL 2 X4 FRAMMING WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 01/16/20 PM COMPLETED: 01/16/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: RE-INSPECT ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B002 FOUNDATION B002 FOUNDATION 10/29/19 ROSE PASS B003 FRAMING (ROUGH) B004 INSULATION 12/24/19 ROSE PASS B004 INSULATION 11/07/19 DOUG PASS B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE BO10 FINAL O1/10/20 ROSE PENDING BO10 FINAL NEED UPDATE CO DETECTOR NEED TO UPDATE CO DETECTOR FOR EXISTING LEVELAS WELL AS THE BASEMENT. NEED TO INSTALLFACEPLATE TO WALL. E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND 11/05/19 ROSE PASS E003 ELECTRIC ROUGH NEED PROTECT GAS PIPING (CLG) DISCUSS UPDATE OF SMOKE/CO DETECTOR REHOUSE P001 WATER HEATER REPLACEMENT P002 PLUMBING UNDERGROUND � r INSPECTION FIELD SHEET 04/13/22 Printed by Middleton, Morgan 15 12 35 P003 PLUMBING ROUGH P004 PLUMBING GAS TEST 1900794 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/22/2019 GIS ID: 57900232 FEE: 270.00 MUNIS APPLICATION# 201902227 BUILDING DESCRIPTION: APPLICANT- LOCATION NAME: BETTERVIEW,LLG° ADDRESS: 232 MASKEL ROAD ADDRESS: 95 KING PHILIP DRIVE;, OWNER: WESTFALL LOUIS E JR&CARA M 232 MASKEL RD WEST HARTFORD,CT,06117 DESCRIPTION OF WORK: RENEW BASEMENT FRAME,INSULATION, DRYWALL 2 X4 FRAMMING 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 10/22/2019 1:10 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900457 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/04/20 19 GIS ID:57900232 FEE: 90.00 MUNIS APPLICATION# 201902495 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GERARDO* ADDRESS: 232 MASKEL ROAD ADDRESS: 57 MOUNTFORD STREET OWNER: WESTFALL LOUIS E JR&CARA M 232 MASKEL RD HARTFORD,CT06114; x DESCRIPTION OF WORK: OUTLETS AND RECESS LIGHTS IN NEWLY RENOVATED BASEMENT SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/4/2019 8:47 AM T}IE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000087 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 03/22/10 GIS ID: 57900232 FEE: .00 MUNIS APPLICATION# 201000237 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JOE AND SONS LAWN IRRIGATION ADDRESS: 232 MASKEL ROAD ADDRESS: 80 COWLES STREET OWNER: WESTFALL LOUIS E JR&CARA M HARTFORD,CT 06114 232 MASKEL RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF AN AUTOMATIC SPRINKLER SYSTEM. LAY DOWN PIPE AND INSTALL HEADS ON YARD. FEE ALREADY PAID UNDER THE SPRINKLER PERMIT APPL. 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 3/22/2010 12:03 PM THE FEE ABOVE INCLUDES A S0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE