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HomeMy WebLinkAbout206 NATSISKY FARM RD REINO E. HYYPPA el ASSOCIATES CIVIL ENGINEERS B LAND SURVEYORS GLASTONBURY, CONN. G S�'1Il FARM SZ4 ——— NOTEt a2Q This record drawing has boon prepared / in part on the basis of a limited in- U 7 vastlgation of subsurface conditions. p► The surveyor will not be responsible for any errors or omlesione pertaining to T "I subsurface conditions incorporated into v! \ IZV tt this document. Absolutely no disins should take place without first accurate- — ly locating all facilities. `' L1�E- ' elp � �\ IV.'i Hc�USE 24.1 Its.l THIS PROPERTY MAY BE SUBJECT 1 0 r ' o �4 z TO VARIOUS UTILITY EASEMENTS Ja4 N OF RECORD AS MAY APPEAR. 1A� � 03 Q —a s N N •_ 140 - >z W vim zo GL.r., � ec_ rely.>TFs 3z � �� —Ic�c�•nc� apt,.L 1C -M-9 A-, Zo QESPtrCT Tc FSl>I�..p..14a LocAS��►-� J ��� LOT LulE5 FROM WAAP CO)FILE im-FD, 'OFE'A SRACE J )wwl_ION A-30 ZotJE PLOT PLM4 5EC-TIrk 1 S Mout immirzw ESTATFs 50,JTN I�lIflcYnRICD►1hJ."E'Y Rrwo E. H"PPA 4 ASSCXIATES Sc1V F C PLOT PLAN 1"-40' DATE: 4-toe-&,MW N0.180.63-IP JHEET 2 OF ►c 5WEVTs 1. ,; PREPARLD FOR DART HILL REALTY INC. .t. ewttty tAat tate`sYp to sYeitentialty *offset. This .eundary ,uT�.Y �.. pr.p.r.d In aocord•nc: vlth th. standard. of SOUTH WINDSOR CONN. . Gluo •-2 aurvoY •, dotlnod to the 'Roos■■.nd•d Standard• ter 1 lurvsy* and M*po In tM Stato of Conn•eticut- as pr•par,d and aeopl eA by th* Connoettawt Ao*oofat Ion of Lan 6 ay*ro, 1 ., en s*pt.eaber la. 1e SCALE I"-40' DAT —: William Idea., L.S. t..s. a I-u22 58-S%- 140A, � v 1� l� V APPROVE D TOWN OF SOUTH WINDSOR ENGINEERING gDOPA DATE: REINO E. HYYPPA 9k ASSOCIATES CIVIL ENGINEERS 9 LAND SURVEYORS GLASTONBURY, CONN. Wk Y` I.tA FkVHS So o AV i 4 , f Lww iT eF * o et ! b 9ti\ u� p4 zI. Di4l $WC" e(L LTF���� � _ _x�24 3zz r ^�� IELP-cT Tf. - 2y r .� +,4Mf •� r. C LIMN O� �i V3fTNru L1t1�-r of C at► Kri ZT PC;.oc, _ vAj IT411 ROM 'O'�� 5�,CEfSUMIVI O�A-30 ZONE � a PLOT FLAN 5-.C.TIC*l 5 MOWITAi IJIEµ! F-sTATES 53oAH Wwv-,(k,CbAl",'BY Rnmo E. H-fwpA 0 AssoclAtl s `Y'la!_E r:40 DATE' 4-l(--80 MAP No,180'P , IP�I4 `JHEET 2 OF ` �r > tr ���ba �r�►'< t; € : PREPARE 1 ; FOR ART HILL REALTY IN CERTIFIED '..UBSiANT1AlL`I CORRECT •°�, SOUTH WINDSOR, CONN. Y SCALE I"=40' DATE: TO THE R19'1 r mrw TAunr This f ry d thrt this pl.n 9nd a eotad et the Druposed bulldrnQ ►e or alt<r..tl..,,s Wes► toR-tber N•.th r�7� lr ;,Tendm—t. � t tiled with DI n end I 'gr.,_ t, t , llliildi-i tl "nd st tr 1,8 '""" by t•e ;1,iRll•+ rn r. R IJ,P ft"' • N 1 is -pDbc..tion and tin.,l I. ,,,ice ,n /rwttt. >/iRrr.d This ;,I,n Condition T6 .. OUI"', insp ct,Yr` ------ Dais Allr r No 1---�= 'f Ij27�C 1/ r DAT :_. it r REINO E. HYYPPA 8 ASSOCIATES CIVIL ENGINEERS & LAND SURVEYORS GLASTONBURY, CONN. �a s 7 I p N► 4�i fr � ; 1M _a'_ 6 77771 �F W1, a V R�t .r: y.^d + :zx� r ,9 aa\g# ✓. J Q l Ci U VJ►tKtU L1MtT 4R Lrn,T at= ,-1M�t O� N Y 7. a kiw- pr ,cm, LOT FRJti1 AMP 0t)t"tLE Tt«_EO, ,OPEN SpACE sutol,41510" A-30 PLOT PIArJ JEC11r*! S MINURlTWN`rtErl ESTATF5 51.x1TN Rewo E. H"FPA f ASsncIA1E.S :xW_E �� •{ y -, . ".„ x 4 ��1 `f 1 =40' DAtc 4-«-UMAP No.190-8:, ID ► ` � 5HWT-2 OF 1S'SHEETS . „# "" t: `x.x :�; • r� a� - - F vk . `PREPARED FOR ;. *�� �:� . • � �••ti k z���: I�DART H tk i L REALTY INC CERTIFIED :UBSTANTIALLY COKRECT ;.,SOUTH WINGSOR, CUNN. , ...� / / • i' '�° SC.4.LE I"=4�' W,` ;' 'j DATE: 1-2�•bs S>3-85 40 NOTES: NATSISKY FARM ROAD 1. TYPE OF SURVEY= IMPROVEMENT LOCATION. DEPENDENT RESURVEY. THE SOLE PURPOSE OF THIS PLAN IS TO LOCATE THE PROPOSED POOL. C.B. 2. MAP REF.-"OPEN SPACE SUBDIVISION, SECTION 5, MOUNTAINVIEW _ ESTATES, DATE: 4-16-86' SIDEWALK 3. PROPERTY LOCATED IN ZONE A-30 RESIDENTIAL. {r. — IRON 1 100.00, IRON 4. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PIN PIN A PRIOR TO ANY CONSTRUCTION. SCALE 1 480 � 5. ALL WORK AND RESTORATION INCLUDING FENCING SHALL BE IN W ACCORDANCE WITH TOWN OF SOUTH WINDSOR REQUIREMENTS. 60.0' 6. UNDERGROUND UTILITIES ARE NOT DEPICTED. UNDERGROUND UTILITIES DO EXIST THAT ARE NOT DEPICTED. - E ,,� CONTRACTOR TO VERIFY LOCATIONS- 5!. — — — °D "CALL BEFORE YOU DIG" 1-800-922-4455 TOLL FREE. B.L. _ — 7. REFER TO POOL PLANS OR SHOP DRAWINGS FOR ACTUAL POOL DIMENSIONS. 16�T EXISTING " 7. AREA OF LOT=20,000 SQ. FT. II r HOUSE 28 g I #206 GAR. N YX 194' 8ir b w 1\ C H m 22.1• 18.w v o O C> DECK '� I C" N n O Z L 18 s` N .- F E` T 0i 60 •9 T- OR �G� aQ0 0 METAL rof METAL POSTS 0 O �- �� EROSION CONTROL J ° FILTER FAMIC INSTALL NIMUM 4'HIGH V �O FENCE WI SELF CLOSING 3?B RENCE IMPROVEMENT LOCATION PLAN ING GATE AS �^ J� 'FILL 4 REQUIRED LO ON SITE. LOT 140 A K • . SHOWING PROPOSED POOL OETERMI DON SITE. 20,000 SQ. OIRECTION of FLOW -- - -- - 3?' = # 206 NATSISKY FARM ROAD BACKFILL - ,•_,ti EXIST - G w° -ro 00. � FRTE°R'1i aw;R° 4 �;Z�. SOUTH WINDSOR, CONNECTICUT ��'��, � 3 —322 SECTION A-A � 66�o6'so'w ! SCALE: 1" = 40' APRIL 2, 2003 LOT 141 SILT FENCE NT 5, i 40 0 40 80 1 HEREBY DECLARE THAT THIS IMPROVEMENT LOCATION MAP IS SUBSTANTIALLY CORRECT TO MY KNOWLEDGE AND WAS PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 DEPENDENT RESURVEY AS DEFINED IN SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES-' MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' EFFECTIVE 6-21-96 AS ADOPTED BY THE CONNECTICUT ASSOCIATION PETER PARIZO SURVEYING AND ENGINEERING OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. 536 SOUTH MAIN STREET �!f Z f D 3 WEST HARTFORD, CT 06110 (860) 561-0238 PETER PARIZO, L.S.14653 DATE o �c��II� JUL 7 2003 South Windsor BUILDING DEPARTMENT to� ��ae �--t���-> -7 ENGI l"El: ZHIG . ,r.;'Tl;iENT DATE:- (1 '► f1nn (ln (1 r1 (1 In11f1C1nP n C1 o (lnnn (-) (1n fill () In, o n (lnfl ( 1InnnIr Cl (� Q Imperial January FROM A To: FROM B To:I C To: FROM D TO: FROM T TO: FROM U To: noois 2�13 0 39'-70" C 39'-10" B 39'-10• A 39'-10" N1 27-41/4' Al 25-8' MANUFACTURING N1 33'-11/4" NI 36'-2• N1 16'-101/4" N1V 1/4" P 111-y P 24'-73/4" P 12'-51/40 P 25'-21/2• P 16'-6112" IT P1 IX-6114" P1 25'-91/4• edition a P1 10'-T P1 24'4114" P1 19'-01/7 /7 Q 26-81/4' 0 IT-7 3/4' If Q 24'.9• O la-8- Q 29'-0' 1• R 10'-910 R 24'51/4' U R 19'4 1/2" R 29'J 1/4' R 10'-9' /4" R1 17-7 3/4" R1 25'-3 3/4• R1 27-7 3/4' R1 31'-6 1/4' R1 la 114' S 25'-210 S 17-81/2" w S 31-S' S 22'-8" S 24' /4" Mountain Pond T t2'S3/4" T 3V41/4• T 8' /4"U 364 t/4 U 17-6 3/4' U 35'-0 114• 20'x 34' Right 3a'-,4• PART DESCRIPTION PART# z io K J V RADIUS PLAIN PANEL-67 04162 7 4 5 8R 8R V RADIUS SKIMMER PANEL-6'3" 04476 1 1 1 B V3' G3• A 8•RADIUS RETURN PANEL-67 04167 2 1 2 � RF R8' B'RADIUS PLAIN PANEL-47' 04441 2 8 R x 14'W STEEL STAIR OPTION 8'RADIUS PLASTIC STEP OPTION 8RR RADIUS PLAIN PANEL-T1 1/2" 04133 2 2 2 11 14r 1 1" BRR 8' BR 8R 8R 5'24' '� 621I4" 8R CENTER LIGHT V RADIUS PLAIN PANEL-2'3• 04164 2 TI 1/2' 3'1 10 TI 1/2" 3'1 1/? PANEL OPTION 10'REV.RADIUS PANEL-5'21/4• 04300 2 2 2 Q P1 V REV.RADIUS PANEL-521/4' 04072 12 12 21 1 1 1 3'-11" ADJUSTABLE A-FRAME 04223 7 17 91 1 8R 8R 8R 8'R Is14'W STEEL STAIR 040108 1 V3" (~3'-3• 67 8R 8'RADIUS STEP-N-REST 07418RSNR 1 15'-2" P )8R NUT 3 BOLT PAK-75 pcs PAK-75 7.7• 02 3. NUT&BOLT PAK-100 pcs PAK-100 2 2 2 8R 15'-1 ' 1 114" O V-114 20 q- 1'-114" 8'RADIUS LIGHT PANEL-V3* 04134 d 10'-14" 7 2' 2' 7 7 7 7 V-V` 3'-e' �'d U T F 34" 73 U_ _F CEN_TERUNE _ _ _ _ _ _ _ 16' �— y _ _ E T R 8R V3" RW G3 b 9 R4.5. 6'3 HT .yam ?o a RF RV RF R 3 y2• T-11 8-14' L 8R S 6211/4• 621/4' R1 8R 6'3" 8R 0 LL��� 63• 6'3" C 8R 8R 8R 8R 8R 47 47 53" 63" R10' S3 7-7 R14' 2'.94- T—A-FRAME BRACE H DIVING PERMITTED ONLY FROM NI DESIGNATED DIVING AREA. — 1V 34'-11' r33' 1.Pour 2500 P.S.I.concrete footing around entire perimeter,minimum V` 1 deep. 34 PREPARED " T-4- YEPARED r17� 2.Back fill with clean earth,free of rods and debris. P LA, 3.T wide concrete deck Is to be poured at least 3 thickness and a slope $, eorrora i s $� oiYs•to,'away from the pod. ANSYAPSP-6 2011 4.AN inside pod dimensions are to be finished dimensions. mndanl.. i 5.Finished bottom Is to be 7 minimum of suitable material or undisturbed earth. S.A safety One,with buoys,is to be permanently attached Ir to the 3'S' I 9' 1 3'S• 10'-t4' 14' shallow side of the point of first slope change. 7.Construction Drawing: Different methods and precautions may be SIDE BOTTOM SIDE SHALLOW SLOPE BOTTOM BACK dictated by various ground conditions. This Is to be determined by and WALL PAD WALL END PAD WALL Is the responsibility of the contractor who Is not an agent of the manufacturer bed accordance with all federal,state and local ALL DIMENSIONS ARE FINISH DIMENSIONS building codes,as well as ANSI I APSP suggested standards. The bottom configuration hi conforms with oanA ANSI IAPSP suggesled mttlmum standards ra°oo""P.,edfo .wHhm"s' ksstskured `geouolda ad* Lions. Volume: 17700 gal / 67000 L Perimeter: 89'-10" / 27.38 m Surface Area: 518.05 ft 2 / 48.13 m2 Liner Sq. Ft.. 545.6667 72 b Metalled.Rogow the aqulpmara marndacWrofa kuteleticr4 use and tefey krbudlom. ©Im erial January U C R 2013 edhtlon Mountain Pond 20' x 34' Right 34'-1 1" 34'-1a' a to c 39'-10- 8R 8R B 8'3' A B A R8' R8' 3RR 8RR 8R 521/4' 11 -4 521/4' 8R R8' Yl 1@" 3'1 1/2" 21Y5" 8R 8R Y 16 16 X 63' 63' 1s• G 16 20'-q IT-11" 20'-1? 1N—,,3, 20'8�' RV R8' 20'8�' 16-10�' CEHTERu11/E 16• 21--2t 1s 8• 16 U — F — — — — E — T 16' 8R 15'&' 8R 16-1 ' 63" 14'-9,�' G3• 16 18, Z w 1 8R 10RR 1ORR 8R J 6.3' 5'21/4' 621/4' 67 J U 6R BR C D R70' C 63' 9'-11' 63' T—A-FRAME BRACE DIVING PERMITTED ONLY FROM DESIGNATED DIVING AREA. H 1.Pour 2500 P.S.I.concrete footing around entire perimeter,minimum 8' FRom A TO: FROM B TO: FROM C TO: FROM D TO: jou T TO: 10011I U TO: dam, E 14'-103/4" E 28•-113/4' E 11'3314" E 2T-31/2" 8' 26-11/4" 2.Back fY with clean earth,free of roots and debris. F 28'-11 V F 14'-10 3/4' F 2T3 1/2" F 11'-3 314' 26'-1 1/4' 8'3.3'wide concrete deck is to be poured at least 3'thkiohess and a slope G 18'-10' O 18'-10' G 21'-2 1/4- O 21'-21/4' 1 T-7 3/4' 1 T-7 3/4' of Y4"to 1'away from the pod. H 37-10 3/4' H 37-10 3/4" H 18'-7 314" H 19-7 3/4' 23'-1" 23'-1' 4.All inside pool dimensions are to be finished dirtensions. J 6'-6 3/4• J 28'-71/4" J 24'-6- J3T-1" 16•-10' 37-6 1/4" 5.Finished bottom is to be 2'mnimum of suitable materiel or undisturbed K 28'-71/4" K 6-6 314• K 3T-1' K 24'S• 37-6 114' 16-10' earth. W 27-10 314• W 29'-4 1/4" W 17-1 3/4" W 27-0 1/2" 13'-11' 23'-0 3/4' 6.A safety line,with buoys,is to be permanently attached 1'0"to the X 63 1/4' X 2T-7 3/4' X /T4' X 31'-6 3/4" X 10'-5 112" M 26'-4 1/2' shallow side of the point of fist slope change. Y 2T-7 3/4• Y 8'3 114" Y 31'-6 3/4' Y 1 T 4" Y 28'4 1/7' 10'5 i? 7.Construction Drawing: Werent methods and precautions may be Z 27-4 114' Z 22'-10 3!4' Z 2T-0 1/2' Z 1 T-1 3/4' Z 23'-0 3/4' 1 T-11' dictated by various ground conditions. This is to be determined by and Is the responsibility of the contractor who Is not an agent of the manufacturer of the component parts. 6.Installation is to be done in accordance with all federal,state and local building codes,as well as ANSI/APSP suggested standards. The bokh r mnfQumtlon shown conforms with curtest ANSI/APSP suggested mhlmum staIWWsled.fw fop teequ for usewahmanuers Insddtvhg equ ands.MdWYiructi s. Volume: 17700 gal / 67000 L Perimeter: 89'- 10" / 27.38 m Surface Area: 518.05 ft 2 / 48.13 m2 Liner Sq. Ft.: 545.6667 73 Is ends fed,wts the eQulp use with man,f ac fnitellelbn,uee erld .0 c trhsbudfons. 7 catetn"M vrawkw Dr%fert 7 NOUNAL nlsllAdsOW procciAme maybe Main Drain/ Suction Piping by V-b-amund 4�UK CONCRETE DECK cmdkns.ThAbW be F WIMMMUNN) MAX dalemihed by W4 16 8* /—(Mwpd— fewmaulyefft Wft 86 GPM is not in agert d Va m&wbM,9r .3 RATED FOR cl"Wiripmemperte. MAX MAX 125 GPM Is to be dw*In • ALL RACXF"TO BE 2.8 FPS 2.8 FPS Hayward 8" WM 81 bdww.gum NON-EXPANSVE SOIL tMD19iURBEO Round Cover @rW bW buldft codim as vol as A.N.31 I N.&P.I.suggesIad ttaMrds (see Pump ADAWABLE Curve Max XFIRAME VFWa LUNNER GPM 0 48 8'UN.CONCRM To Pump TDH is 86 COLLAR AF40MO FULL GPM) PERIMETER or POOL 2.5" Pipe 7 MIN.M MW OW MIMMUW MAX POOL 5.6 FPS tM Ift CO. o % 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: I y(\U574 APPROVED: _-1! BLDG.PERMIT NUMBER. ��- r1 _ DATE MPECTOR LOCATION OF WORK: �IjU. S+S�y ��rM ILA APPLICANT: OWNER: TYPE OF s-rRUCTURE: J �, � o NEW Bna.Dn�rG NAME P f e�yG \�-���e L NAME �. �v`�� 0 ADDITION PHONE NUMBER: 6,,(��J 47 J(1 PHONE NUMBER: k*=STING BUILDING ADDRESS: C l& l..�d�i`v1'T 4 F J ADD.aoi "�`�,s�s�y TYPB OF USE: XRPSWeMAL o COMMMCIAL ELECTRICAL INFORMATION: FURTHER DESCUMION OF WORK: TYPE OF 14STALI.ATION: t j�Ql� u6 K ( n4 j t op 1 .-.1 SIZE OF SERVICE: - QSLT S v'%}-r�w� -b G�La�=1��.�L� (- SIZE OF MAIN SERVICE: - NUMBER OF METERS: J• NUMBER OF PANELS: -- ,ad NUN SER OF LIGHT CIRCUITS:_ ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED S NUMBER OF A/C CIRCUITS: NUMBER OF POWER CIRCUITS: FEE SCHEDULE:SIS PER S1.008 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS SLOB OVER. (-U CENT EDUCATIONAL FEE&QEDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED NEARBY APPLIES FOR A PER.AHT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES A.141D STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK- CONTRACTORS LICENSE NO.: O TYPE. STATE: SIGNATURE OF APPLICANT: DATE: 2 aol9o �gin APPLICATION FOR PLUMBING PERNUT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENTPERWr NUMBER:DECISION �G APPLICATION IS HEREBY: V COX) APPROVED: BLDG.PERMIT NUMBER: TE INSPECTOR LOCATION OF WORK: D 1&4-S1 SK T ; -rn 12C1. APPLICANT: OWNER: TYPE OF STRUCTURE: � ,1 o NEW BUILDING NAME:n1 A� to Y+�1 o9 e NAME:.1- t-C n)a G D U n vl ❑ADDITION PHONE NUMBER 'S73�e2f PHONE NUMBER: ❑EXISTING BUILDING ADDRESS:1/6-S!-! d,( �r ADDRESS: c S i 1�lk,/ TYPE OF USE: ❑RESIDENTIAL o COMMERCIAL PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: Alf I��t�ifil SMi���vc�T �j1: �� ►��6/ Cc?Cf.C•� $/y� �vcC�� �i5�3i�c N NO.OF TOILETS: STYLE: NO.OF BATHTUBS: NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES oNO ESTIMATED COST: S D , UU SIZE OF WINDOW: SIZE OF DUCTS: k SEWER OR SEPTIC TANK: FEE ENCLOSED:S V SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS 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 CONNECJTIC�,UT BUILDING CODES IN THE PERFOUANCE OF SUCH WORK CONTRACTORS LICENSE NO.: ��✓'�, d�a�.307 pli TYPE:___..f� STATE: C T SIGNATURE OF APPLICANT:�l/' DATE: ( I15-12OZO �- 2 x 10 {~y 16�OC 3 y I Q GL.DTSMS $14Q 0818j SB30 - 7. ai I m Ea rn W d 37w. a ; D630 @�Q P4X8 i A New opening, 10' -. - - -- ' \ cerrer Load waM � r- 121W i Exterior wall A'Y - I j I 2x10 % 16"OC T �All dimensions.size designations This is an original design and must Designed: 10/11/2019 given are subject to verification on not be released or copied unless Printed: 12/30/2019 job site and adjustment to fit job AA applicable fee has been paid or job conditions. 2020 order placed. Dunn2-fabuwood I Drawing#: 1 I Scale:0 1/4" F EWP Studio Client: Date: 12/30/2019 Page 1 of 1 Simpson Strong-Tie® Project: DUNN Input by: John Cysz Component Solutions"m Address: Job Name: DUNN Project#: KITCHEN BEAM 2.0E Rigidlam LVL 1.750"X 9.500" 2-Ply -PASSED Level:Level 3 2 T. + � -,—, i+fig 9 1/2" 1 SPF End Grain 2 SPF End Gralry 10 H3 1/2" 10,6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3150 2067 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3150 2067 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 15 PSF 1-SPF 3.000" 66% 2067/3150 5217 L D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 3.000. 66% 2067/3150 5217 L D+L End Moment 12735 ft-lb 5-3" 14003 ft-lb 0.909(91%) D+L L Grain Unbraced 12735 ft-lb 53" 12744 ft-lb 0.999 D+L L (100%) Shear 4244 Ib 96 1/4" 6428 Ib 0.660(66%) D+L L LL Defl inch 0.284(U428) 5.3" 0.338(L/360) 0.840(84%)L L TL Defl inch 0.470(U259) 5-3" 0.506(L/240) 0.930(93%)D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies- 4 Top must be laterally braced at a maximum of T9 3/8"o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-0-0 Top 15 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 85 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 12-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 9 PLF Notes atanao.k s.Fa au mars povid papa drrrsya to puss Manufacturer Into Seven D Wholesale CalWated SauMsed Deryrs is resporeible only of the Nandlirp i IrofaBatlon P..Ihv Roseburg Forest Products 145 Dividend Rd.,CT sbuCurr adequacy d trrs comp—A rased on IM t_LVLbesnttmut rot beciat x"ed 4500 Riddle By-pass Rd deson c ra and loadings sh,v,i. It is the 2.ReW to menulacUers poWd irsamron 1-800-800-6894 resparst d to 4 sa sift the ambe(4n b raarany is t loss reiVih vaLo ral►ply Riddle,OR 97469 er.ue me oonporwa auiurYq d are krnaea readritrq drra beam saertpm trues,and mde (541)7844005 sppYalsm.and to vary die drn ,xis and toad. "ayra wwwrosebtKg.corn Lumber 7.D.maaed Beans na.t not a used APA PR-L289,PR-L270,ICC-ES: ? Dtq'ar.e mri.a.rs arlsa.F.�a •DterPaa�s4a�s1sasorr.iras.a 1211110 2 VOL.abbra�alWO6. MOWar�a S Pleads art tamer i Missile tar rsett - r.ta y....r.r.rr. TAs deign is w6d ut01Q1?2 EWP Studio Version 19.12.001 Powered by iStructn' y r -own V/ SDuL W o s � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 NOR-Co TELEPHONE(860) 644-2511 June 1,2004 Mr.Ron Trinks 206 Natsisky Farm Road South Windsor, CT 06074 Dear Mr.Trinks: Pool season is almost here. I would like to remind you that the Building Permit(s) #29767 for your pool is(are)still open. State Building Codes require the issuance of a Certificate of Use prior to using your pool. Please contact our office for a final inspection after setting up,but before use of the pool.All permits should be closed by June 30,2004. Should you have any problem meeting this date please send our office a letter stating the reasons. (The pool still can't be opened). If the pool is opened without the benefit of a Certificate of Use, a caveat may be placed in the land records stating Building Code Violations exist on your property. Please call Shirley at 644-2511 ext. 230 should you have any questions regarding this letter or to schedule the necessary inspections specified on the pool checklist. Our office hours are 8a.m. to 4:30p.m. Very truly yours, Christophe ougan Chief Building Official Electric# �3 APPLICATION FOR BUILDING PERMIT Plumbing# 6�t 206 Natsisky Farm Road �_ 7_ HVAC # Date: 0-3 Sprinkler# No. 29767 FINAL APPROVALS Estimated Cost $erg Building COMPLETE RED BOXED AREAS Permit Fee $ -7 U, e-n ' Engineering TYPE OR PRINT ONLY Occupancy Fee $ d SIGN ON REVERSE SIDE`- Appr.for CO. Total Fee $-19.6� TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: 106 Location 20L Y RD Lot No.✓ Side of Street V4-- 771 Zone v Applicant PV C L,"r 4/y P"d z-S of 104W C //4-rn— Tel# F cm 6'Z 7 '17 7-4 Address l yy 0 soy Gr- &/I--- 1W r MisO Zip rndO 8 Lic.# SS' 1? Owner 9D/✓ -1R//V&S Address ZO G Nil SiS'ArY )9;"i`� Architect Address - S% Ft.New Area: 1st Fl. 2nd Fl. 3rd Fl Total New Area #Rooms #Lavatories_ #Bathrooms #Garages Purpose of this permit: `f O l A2; 4— 4 A- / �� x 3 6 ' JyG��'o�� S• �/'Lt City Water Well ❑ Septic System ❑ Sewerx Ins. H.O. S.P. Cert. Area P Basement Garage Approved by Date C716-3 Use Group Construction Type Revised 9/01 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 wwhi"ch this building and its use is allowed. Signed U�-o' C � ��✓ I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed OC Z �/ooL/�il,✓ DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS J U N 0 12004. I i Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# Date: Sprinkler# # Estimated Cost $ .3000 FINAL APPROVALS Permit Fee $ _Sa Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.forCO. 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 4 iI&IZI Uri Location of Work cil Pa--r'M —J Lot No. Applicant's Address II3lQ llopiept*-LL ted 1 Tel # b'66 -'71 0'c93/5 Town 15y669M*" Zip moo73 __Lic.# Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st Ff. 2nd FI. 3rd Ff. Total New Area Purpose of this permit w? ry twaJi - Wdrl✓L a b1- dt V1 k 0 City Water'J Well J Septic System J Sewer J Ins: HO SP Area Basement Garage Approved by `" Date I y Use Group Construction 'Type a0►9 Oa(3 9 W 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 Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/14/22 Printed by Middleton, Morgan 14 37 14 INSPECTION: 125955 FINAL PERMIT: STATUS: APPLICATION: 201902998 LOC: 206 NATSISKY FARM ROAD SOUTH WINDSOR PROPERTY ID: 62300206 OWNER: DUNN JEANINE J CONTRACTOR: REQUEST BY: PROJ DESC: KITCHEN RENOVATION - OPEN UP LOAD BEARING WALL BETWEEN KITCH WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 02/27/20 PM COMPLETED: 02/27/20 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B002 FOUNDATION 02/27/20 ROSE PASS B003 FRAMING (ROUGH) 01/27/20 ROSE PASS B003 FRAMING (ROUGH) RE-INSPECT B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND E003 ELECTRIC ROUGH P001 WATER HEATER REPLACEMENT P002 PLUMBING UNDERGROUND P003 PLUMBING ROUGH O1/27/20 ROSE PASS P003 PLUMBING ROUGH P004 PLUMBING GAS TEST 2000020 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 01/27/2020 GIS ID:62300206 FEE: 54.00 MUNIS APPLICATION# 201902998 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THE INSPIRED KITCHEN LLC ADDRESS: 206 NATSISKY FARM ROAD ADDRESS: 1136 HOPEWELL ROAD OWNER: DUNN JEANINE J 206 NATSISKY FARM ROAD S.GLASTONBURY,CT 06073 DESCRIPTION OF WORK: KITCHEN RENOVATION-OPEN UP LOAD BEARING WALL BETWEEN KITCH EN+DINING ROOM 10'NEW FINISHES/FITTINGS 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 1/27/2,020 2:09 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900574 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/24/2019 GIS ID:62300206 FEE: 72.00 MUNIS APPLICATION# 201902910 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AJP ELECTRIC LLC. ADDRESS: 206 NATSISKY FARM ROAD ADDRESS: 13 OLD CATHOLE ROAD S OWNER: DUNN JEANINE J 206 NATSISKY FARM ROAD TOLLAND,CT 06084 DESCRIPTION OF WORK: KITCHEN ROUGH AND FINSHES/UPDATE OUTLETS&SWITCHES TO CODE AND INSTALL LIGHTING 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 12/24/2019 11:03 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000020 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 01/21/2020 GIS ID:62300206 FEE: 18.00 MUNIS APPLICATION# 201902998 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: M&K PLUMBING SOLUTIONS LLC ADDRESS: 206 NATSISKY FARM ROAD ADDRESS: 45 SANDY DRIVE OWNER: DUNN JEANINE J 206 NATSISKY FARM ROAD TOLLAND,CT 06084 C DESCRIPTION OF WORK: KITCHEN RENOVATION-OPEN UP LOAD BEARING WALL BETWEEN KITCH EN+DINING ROOM 10'NEW FINISHES/FITTINGS SPECIAL CONDITIONS: INSTALL NEW KITCHEN SINK,FAUCET,AND DI ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/21/2020 1:43 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE