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HomeMy WebLinkAbout127 GORSKI DR Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 127 rprq]Si Dri vP Date: Sprinkler# FINAL APPROVALS 1000608 Estimated Cost $ - Permit Fee $ ' Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Apprr.forCO. ► SIGN ON REVERSE SIDE / ,� PP Total Fee �7�'"" $ v 11 l TO THE BUILDING D TMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Locationof Work Z Lot No. Applicant's Address ��c1 �f d�. oe�� J�� Tel # 860 5l/, —6�a- Town 4 '1 C Zip06Vf Lic.# Owner Architect Owner's Address tSdf:S-4;e D07 Architect's Address Zip - - -- Zip Sq.Ft.New Area: 1 st FI. 4::�;> 2nd FI. 0 3rd FI. 6 Total New Area Purpose of this permit ?r'c&-- RC=j O V rr �jtiS T i 1-4 S'Tz�o� ti t /f�ity-�Nater U Well 0 Septic System U Sewer O Ins: HO Sp Area Basement Garage Approved byJ*C `� Date 11 .10 •16 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 e oca e proper distance from all street lines,side yard lines,and required distances from all other zones and is loc d in whi this bui in 'dal owe Sig e I hereby apply for a Certificate o ancy f r the w k describe ication for the permit. Signe DO BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/17/11 Printed by Peart, Dayshell 09:25 24 INSPECTION: 36524 FOOTING PERMIT: STATUS: APPLICATION: 201001537 LOCATION: 127 GORSKI DRIVE SOUTH WINDSOR PROPERTY ID: 36600127 OWNER: BOWERS JASON A & MIHAELA CONTRACTOR: REQUEST BY: DESCRIPTION: ROOF OVER EXISTING STOOP WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 11/19/10 PRIORITY: SCHEDULED: 11/23/10 AM COMPLETED: 11/23/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS PHIL @ 860-919-6555PIERS FOR PORCH ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/29/10 ROSE PASS BO10 FINAL N(_5VRS ) Vacuum ' MANUFACTURED BY ; 15 ' VAC-ALERT'" INDUSTRIES = Gauge ��.� � _ , , -25> ' 5_ RPM N FORT PIERCE, FLORIDA 30 0 Safe Vac uum Adjustment Safety Screw Release System www.vac-alert.com SVRS Vac-Alert'Model VA-2000 SVRS Unit Reacts • In Less Than A Second To Quickly Release �11111111 1llllllllll -f--_ Dangerous Pump Suction Vacuum. • • Vent Screen A Totally Mechanical, Non-Electric Safety System, The VA-2000 SVRS Is Easy To Install, Adjust And Test. Lockout/ Release Vac-Alert's Fail Safe Design Is Mechanism Manufactured With Only Engineered Plastics And Type 316 Stainless Steel For Long-Life And Reliable Service. �— The VA-2000 SVRS Provides A Critical Surge Layer Of Protection Against Body Or Limb SuppresSor Drain Suction Entrapment. Tests Conducted By Independent,Third Party Laboratory Demonstrate That Vac-Alert's Model VA-2000 Meets Or Exceeds The Performance Requirements Of ASME/ANSI All2.19.17— Manufactured Safety Vacuum Release Systems. The VA-2000 SVRS Is Backed By A 3-Year �— Limited Manufacturer's Warranty. FOR SALES AND SERVICE CONTACT: URBAN CONSTFt XMM,W,. URBAN POOLS P.O.BOX 310M IMI W NGTON,CT 06131 t T s (860)432-1$61 SA'RS-101 - VAC-ALERT' SAFETY VACUUM RELEASE SYSTEM (SVRS) PLUMBING AND INSTALLATION DIAGRAMS One 1 PumpA:Always Locate The Vac-Alert"''SVRS On Fi ure ( ) One(1)Pump The Main Drain Suction Line.SVRS Unit 9 O One(1)Main Drain Una Fig—ure—e—]Two(2)Main Drain Unes Must Be Mounted In The Vertical Position. PUMP D ❑ PUMP D B:Do Not Use 2-Way Or 3-Way valves As Test Valves. Use A Fast-Acting,Full-Flow, 3-WAY VALVES 3-WAY VALVES Full-Port,Ball Valve Or Butterfly Valve As A ISOLATIONo- ` �_SUCTION -Or- N Test Valve.A Test Valve Is An Optional \i PLUMBING �AT�+ 4—PLUMBING Alternative To APole-Mounted Test Mat. VALVES(TYP) VALVES(TYP, i Each Vac-Alert"'SVRS Unit Must Be Tested Three(3)Times To Insure Proper Adjustment And Operation. LOCATE LOCATE C:For Multiple Pump Systems,One(1) VAC-ALERT'- V,rc�. Vac-Alert� SVRS Unit Is Required For SVRS HER V SVRS HERE Each Pump Plumbed To A Dedicated Main Drain Suction Line. LOCATETEST 3-WAY SKIM ER VACUUM VALVE HERE VALVE LINE PORT LINE D:The Vac-Alert"'SVRS Unit Is Rated For (OPTIONAL) Suction Vacuum Levels Up To 18 Inches Of SKIMMER VACUUM Hg(Mercury).For Vacuum Levels Above 18 LINE PORT UNE Inches Of Hg,Either Throttle The Return E"— Side Of The Pump To Produce A Running MAIN DRAINS) LOCATETEST Vacuum Less Than 18 Inches Of Hg,Or Call SUCTION LINE VALVES HERE Vac-Alertrt For Further instruction. (OPTIONAL) MAIN DRAIN(S) E:Do Not Install A Check Valve In A Main SUCTION LINES Draln(S)Suction Una Protected By A Vac-Alert*"SVRS. F:A Vac-AlertTM SVRS Unit May Also Be Multiple Pumps Used In A Vacuum Port Line To Protect Ute© u Mltiple Main Drain Unes Entrapment. 9 Against Body Or Limb Ent t POOL PUMP D a SPA PUMP D FEATURE PUMP D 3-WAY VALVES(TYP.) -or- SUCTION SUCTION SUCTION ISOLATION PLUMBING PLUMBING PLUMBING VALVES(TYP.) LOCATE LOCATE LOCATE VAC-ALERT" VAC-ALERT'• VAC-ALERT" SVRS—10 V SVRS—10 V gyps-0 V LOCATETEST LOCATETEST LOCATETEST VALVE HERE VALVE HERE VALVE HERE (OPTIONAL)10 SKIMMER VACUUM ( OPTIONAL ( OPTIONAL LINE PORT UNE SPA ON FEATURE SKIMMER SKIMMER LINE LINE MAIN DRAIN(S) MAIN DRAIN(S) MAIN DRAIN(S) SUCTION UNE SUCTION UNE SUCTION LINE FLOW THRU SCHEDULE 40 PVC PIPE VELOCITY- FEET PER SECOND PIPES12E 6F:ps 7W' 8W' 9ms 10'ft 1" 16 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43 GPM 50 GPM 56 GPM 62 GPM 2" 62 GPM 72 GPM 82 GPM 92 GPM 103 GPM 2.5" 88 GPM 102 GPM 117 GPM 131 GPM 146 GPM 3" 136 GPM 159 GPM 181 GPM 203 GPM 227 GPM sups-IOU Commercial Po / Ownrs & Managers: To comply with the 2007 Pool & Spa Safety Act' - 0Y (if you have a single main pool/spa drain): MYTH: You must install dual drains. The Vac-Alert" SVRS is:VAC— • Easy to Install:Minutes,not hours. FACT: Install an SVRS (or alternative) y • Trusted 91:The xt sales leader,by for on public pools/spas with single drains. Over 50,000 installed since 1999, in several countries. • If you have multiple drains,consider installing an SVRS on each drain as a safety precaution. • Reliable&Safe: Milliseconds One of the drains can become blocked by leaves/debris/toys/towels,etc., however,the pool response,all mechanical,nonelectrical, system will appear to be functioning normally as there is still at least one functioning outlet. safe for pumps. • The Vac-AlertTM'SVRS prevents body and limb entrapment on all pool/spa main drains, VAC— "save a child's life— preventing severe injury or death. Vac-Alert'saves lives, " Contact your pool industry professional to place your order. fhe VoaAlen'SVRS meets the SVRS requirements of the 2001 VGH Pool and Spa Safety Act the 2006 IRCIf1C building 'For more information about the new law,go to:www.poolsofetycouncil.org. codes,and noels or aceeds all ANSI'ASME and ASTM performance standards for safety vacuum release systems. URBAN CONSTRUCTION. INC URBAN POOLS P.O.BOX 310972 NEWWNGTON.CT 06131 (86014,32-1561 ---- Sc .31v CIA - 1!iYq r -t t t�1 a ft JN ITT ' vw-3-- ct77Cl STANDARD PANEL LAYOUT STEP OPTIONS 2' RADIUS PANEL (TYP.) x 6' x 4'T 4' 6' 6' x f f 4' Lx 4' V MIN 4' —SAFETY ROPE 6 FLOAT 11 6 37 -7 III 10 18 18'6' x x 6' 36'-8211 �- x I 4I 4' 4' L x 4' >E-1 x x x 4'-8'�-1-3'-411 —6' 6' 4'-J 4' 6' 6 6' STEP 8 ' 36 USE BACKBRACE AT PANEL JOINTS AND THE CENTER OF 6' LONG PANELS AS SHOWN (MARKED X) x 36' T- x I AVERAGE WATER LEVEL 3' ------------------------------------- I— X 3'-411 I 3'_'A" 8' I x { -4' 6'-`- 14' 12' 3T-' L x GRAPHEX 19th DIVING/SLIDING EQUIPMENT SHALL BE x AL GILGRAPHEX DESIGNED FOR SWIMMING POOLS p AND SHALL BE INSTALLED IN 1 8' X 3 6' R E C T_ (2' RA�_) ACCORDANCE WITH THE DIVING/SLIDING EQUIPMENT Z MANUFACTURER'S SPECIFICATIONS. 8' STEP PART#:GX-1219 SURFACE AREA:(ft ): 645 PERIMETER: 104'-7" �� PLEASE CONTACT THE DIVING/SLIDING FACTURER DATE: 12/10/07 LINER AREA(0): 648 VOLUME(US Gal): 23,586 EQUIP HER PEMENT G ICAT ONS.FOR DWG#: SCALE: 1I8"=1'-0" SFTY COVER AREA(fl 2):760 VOLUME(Litres): 89,283 MFEIS ICBo Re art ER-3432 G>< RECTANGLE PAGE 11 SHEET: 1 OF 2 16' 16' STRUCTURAL P.E. REVIEW SEAL ALUMINUM CONCRETE RECEPTOR LAYOUT VOID WITHOUT SIGNATURE AND RAISED SEAL NOT FOR USE IN MASTER PERMIT APPLICATIONS �4) 2' RADIUS CORNERS 14' 6 16' STRAIGHTS 14' 10) CUPS ISSUE#: 11-6629 DATE 06/10/11 ExP"RATION DATE:01/31/12 SEAL IS APPLICABLE FOR. Jason 3 Mlchaela BOWERS 127 Gorski Drive South Wmdsor,CT 06074 STRUCTURALLY COMPLIANT WITH THE BOCA(1999):SBCCI(1999),UBC(1991). ANSIINSPI-5-03.2005 CT BUILDING/RESIDENTIAL(w/2009 AMENDMENTS). AND NATIONALLY ACCEPTED IBC/1RC(2000 thru 2009)CODES I LIST OF MATERIALS PACKAGE TYPE STD w/8' w/6' 2' DIG SHELF PKG STEP STEP PARTS CITY Qn' Qn' DIG DIMENSIONS PN1020 9 8 8 6 PANEL PNIG2185 1 1 6 SKIMMER PANEL 1085 PNIo572 4 4 4 2 RADIUS CORNER PNIO07 8 6 8 22' 45' 74 3u PANEL 4 PN I O05 - 2 - - 3 PANEL PN7293I 32 31 31 PACX BRACE W GALV.STAKE PH1201 8 8 8 NYLON FASTENERS PKG 25 MH101 1 1 1 1" N & BPKG 35 MH103 — 1 1 2" N do 8 PKG 15 R6' PANEL LOC PKG (6) 1 1 1 RC210 1 1 1 2' RAD CORNER PKG 4 RC220 RECEPTOR CLIPS 1 12 12 40, ST8024 — 1 — 8' 4 TRD STIR SIT N STEP ST6018 — — 1 6' 4 TRD STRAIGHT STEP 339 STEP BRACE — 4 2 [GRAPHEX 19th PAGE 12 18' x 36' RECT. (2' RAD.) DWG#: GX-1219 DATE: 12/10/07 SHEET: 2 OF 2 1� TYPICAL INSTALLATION DETAIL MINIMUM SLOPE OF 1 /2" PER FOOT AWAY FROM POOL EDGE FOR A MINIMUM OF 10' SLOPE MAY BE 1 /4" PER FOOT WHEN OPTIONAL CONCRETE DECK IS INSTALLED ALL VERTICAL BACKFILL DIMENSIONS ARE TO FINISH GRADE AND • ARE TAKEN FROM —_ LINER BEAD TRACK HAUNCH CONCRETE —_ 3'- 4" THRU TOP OF EACH N BACK ACE j� • qp O < •' N f1 O .• i C N ZNA c O O � Z it� :•,�t��+/ • f/) _ .X m cc o — TOP OF POOL BASE 1 1 /2 MINIMUM os 0 D CONCRETE - — _ TAMP AND TROWEL U2= -".N! � Z P BOND BEAM T— — — — a� D ^m D m STEEL STAKE — �mRD °W� , m m m Nz_ �M� D < �oA K Z — N0' -� vm N D N UNDISTURBED EARTH rmD . 0_ o n O r o > cn z� ^' O D 'Z/� r V ' , y aru;r ' x , �. •" oo �"` E STING CONTOUR .. r T ar r . �..o PR CONTOUR ELEVAT ION O NEXISTING SPOT N B7'OI'97'Ir�. ui TO PROPOSED SPOT ELEVATION • 246.90 Alo (e.00) EXITING ELEVATION - �#1 �� , �y GARAGE FLOOR r • .�:i � X� ,q °: i � Z� � �s ,d` a ,s�"': _ r°r:,9':, ��'"�K,';?'w"�.. ''r4a•' '[`�"�8°'-r- tr A '-1 �� < "'`� TOP FOUNDATION TO BE MINIMUM OF ONE FOOT ABOVE ^^ U } � , T _' ` 5 � •� `�'`` Tr THE THE FINAL EXTERI2. OR It W Tp \ ►� DRIVEWAY CONSTRUCTION SHOULD ALLOW FOR ' , Ate"` , pro' DRA .cam SIDEWALK L S q °� - Lbw + x., /✓rat y �3��, ram. NO ZONING VIOLATIONS IF HOUSE ERECTED W o AS SHOWN AND STAKED.,.,. (� c UfJ. F E'er 14 4 '° _ _ _ _ _ _ _ -� o REF -MAP : "TOPOGRAPHIC CONSERVATION PLAN. ` }�•^� p Z A.G. BUILDERS, CO . 1052 MAIN STREET ` NEWINGTON, CONN. DRAWINGS 5 , 6, 7 OF 13 - AREA 36,107 SQ. FT. i w KIRAN ENGI E Z V4 NE RS, INC . CIVIL-SANITARY S 75.2�•13-E� STRUCTURES , ENFIELD, CONNECTICUT, FOREST VILLAGE, SCALE:AS NOTED, - S 66113 0�-Er5,1 15. 00 DATE: FEB. , 1985 CERTIFIED CLASS A-2 , JOHN J. CONNOLLY, JR . • � ,,, 3a� �:ye- �✓� a. �`�' ' ,ry µ5��t. 4 '�Y �* p�.r a" x -�� rr nl� _Aly# CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF g s ' .: UTILITIES PRIOR TO ESTABLISHING FINAL GRADE EXISTING N!F GERALD LOJZIM ._ OF PROPOSED FOOTINGS & FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCK- : n e+• .. q;,�;o, ,., :=Fw+is• ^1..,.,•• (:yai.. . '.a>., 4z. "'uq ,a,,,, - _ �' ',�"',.. .rv.,-, ¢ ,;irra ari.,;"' "' � ...•_ , ,,,_r ,, _ ., _ t,.'- •. :-,: "`' . � ° PILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION '... ,..•s k-_ --', r n: s ,are { f.. -'< ,_ ° :;:�-...: Fx„. - �eb'': r `;• ' .:i.. ,ter - - .x..:.. ^. `':,c°• `. " ..,,. _..' -:„ ,.,,".za.� _ a.., % .,, r« Y; ,.. S -a';>,; . _.., ,�.,.-�>< r .:,_: .,�„�•�r �-.., . .�, �,,,,; -�,,�_� EXCAVATION. HAY BALES AROUND PILES AND/OR TEMPORARY [ IEGETATION IF PILES ARE TO REMAIN IN PLACE FOR EXTENDE 3 _ PERIODS F 0 TIME. - �. , �':. 'd. i -:.. •+.'^yam',:.-a-w -. ... _.. ....._.. _' r s• � 1, 3p=''v y _ h" � r ,T 4 _... .,e - ;. ..,, .. .,.T''r a,- ._ ,.. >,�. _ ...."r,.. ., _...: _.. :.�k. ::N�..� .�`'~•y..�', _4F .4f'%. .�' ,t:. ''#�ts� _ d+a:'-++ ;. S��R a , w � �� � F ', ' � ;: • I HEREBY CERTIFY THAT THIS MAP COMPLIES A.� ` � , .,_ PROPERTY Of WITH A- .1 CLASSIFICATION AS DEFINED BY �•.`. ` CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC - � . c 4� , BUTLER BUILDERS OF NEW ENGLAND C/YlL ENGINEERS 4ig h �,'�' 63 o � ' ' WIMDSOR, CONNECTICUT NICATM WOERf.R0 M UnUM ARE USED ON AVMH KE DATA. THE LOCATIONS I Vas•+� ^ ui� /7i� *ILSON M.ALFORU•SR..P.E.6 L.S A ANROXIMATE AND ALL UTHUTES MAY NOT O SHON►N. FMTO CONSTRHKTION A 1clNM A,FOitD.1R,PE 6LS mmLACTOR SHALL CALL }SOD-in-MSS Am H{AYE ALL UTIUTES MARK81 ON ii0m. LOT 14 (;OMM DIVVE SOUTH WINDSOR. CONN. SCALE: 1 IN. - 70 FT. DATE:TvmE ZZ 1987 U, A(/TCE,e iMs 'ertel d that this plan and sP•'eif c t' (rue cop" of ins proposed build,�T. *reeled at t'1Z (vac-��i i Ji 6V4 1 4 _treat and together with amendmert- st t•n r;fileda Ing. with plan and I e6r^r t r rr, Bd r�d ;d be ldleg and state laws . ^r f -�.'� tweed by the Building Dcp•rt• • of this application end final issu ace ut a L� i ding permit. lilgMd Thla plan Is approved subject to th [o',d,t,,., that orders and ordinances regulating b rl "k shall be compiled with. Cendtlb"ally Approvild These f lid wit✓) Balm[ Inspector Clerk Dab — Ito. 1 Onal— p O v �, Ao R so,)-M � °No TOWN g�ING D=pA ENG1N� 11, pATE� 51G: i -- --- - APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# 41icat' BUILDING DEPARTMENT A I ED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 - � 1000z'1l Date it ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: , $0-$1,000=$15.00 ► :a7 br,,re . Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT1 ,-,.g APPLICANT ADDRESSZ-- 21S77-01-- . G 7— 1 U APPLICANT'S PHONE# �16 y -- 3 y e-- 2_- OWNER (1 S C� -Z 0`.J c(a_C' ��� �zS OWNER ADDRESS 2- -7OWNER PHONE O * ESTIMATED COST$ 9 7 ,.I IS THIS A CONTRACT COST? Yes _�- No 16* FEE ENCLOSED$ �S ° TYPE OF JOB: 1pG2 NO co New Installation ✓Alteration/Addition/ Repair �' 6 Revised 03/05/10 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? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. 4DESCRIPTION OF WORK 7Fy�.r✓lNL- �� jQMP C/ ��i ,— /-le%jiV 7-0 (01 LL-a J .2�A Coe c ,1- 1� 6 /3 /(✓ f9 Al L1-�+e�.i Ty 3��c --�t K�. 3�y �✓ GcJ R\J 1 77'Z ICr co-1 C­b "'"y P J gi 1_ A tZ�t nJ el i` /✓t U.-t C_ A 4- bx. GO.0�� �� L !L ZL�n Tit L� ►� p .'L n o o ALA'3 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 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT 'IL"�--� /� - DATE REV MAP TOPOGRAPHIC COMSERVATIOK PLAW, A 6 EVILDERS CO. N'LVINGTON. CONK KIRAte [N6INEEAS INC ENFIELD, CT- FOREST VILLAGE , SCALE 1'• 40', DATE FL 1115 . SHECT 1 OF 13 . �5•I So' s � o • . "1C3hf�l � f±J `F •44 70 v:�ldlZ�',ie I�V r'�'F jQ.l�llE� � SAK. M H �•' 60 5 N 67'04 '37'W> TL=mac aL 246.90 Y 68 A a x a) _�;wwIr y 0 14 o r L N 50 xfi i i N r` o � �� "BENCHMARK, (---- __ 5 K `Sp TFC8-6S.70 3 ; W bee a=-48°n.�.. o f �= b8 R ' + Y1�. •>1•''' i°p11"a L3 LI.O 3 __/ `, I I I , .« ..,.rv...<,.,.•v w .. L11 DEG K W (L , L210 y I �.r SC rn T i .+. ,. +t K ++ ,• �a M C) 14) 0 01 i_ r x I (rl — �O _U. FILL l L AREA= 36,107 SCE. FT, x Z i„ l9g.60 ter; S 66'13'04'E< ➢ �, ..., 1 .�. ( Imo--{ I i1/o>'� n/�yr F�.t/r CO�PNE� Orr �9�PA�'F Ert/�0,9�'.S/E5 �� ___ �K � ;�, :rrx••,• � �' N/F GERALD LOJZIM = - /. Bd�9PD OF" �1DlZ�r9L5 1/A�rArv�� ,�E-��n5'r�I�. KEY MAP ZJNL A- 40 RES SCALE: 1'^500 6AR F F 61 10 TOP WALL 70 10 REV III 16 88 m 1 5C PICK TOMN COMMCNT5 MAP PREPARED BY: I HEREBY CERTIFY THAT THIS MAP COMPLIES PROPERTY OF WITH H- a CLASSIFICATION AS DEFINED BY o NALFORD ASSOCIATES, INC. �.• F�,,....__f CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. •.• G N '•. 200 PIGEON HILL ROAD .•�� '" AL`� WINDSOR, CT. 06095 ��•'�••i o`' -_jj TEL. (203) 688-7288 _ �* _ BUTLER BUILDERS OF NEW ENGLAND C/1/11 ENGINEERS s No. 2163 i -p WINDSOR, CONNECTICUT •�. <_���0,SrEas�r'rP INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS I�''o~ -&U RJC1�•0� WILSON M.ALFORD,SR.,P.F.ti L S ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION �`"'•����"''��� WILSOri M ALFORD,1R,P.E.8 L.S. S CONTRACTOR SHALL CALL 1-800-922-"55 AND HAVE ALL UTILITIES MARKED ON GROUND. SCALE: I IN. _ -10 FT. DATE: NOY. 14, 1988. LOT 14 GORSKI DRIVE SOUTH WINDSOR, CONN. ,GSEPn ME RRC' b CO FILE ,FSv7zE,L ti R, NOV 7 19m South Windsor BUILDING DEPARTMENT 10 THE B,LLJ;-I ! T ,:I =%'m iVlSilSOn 'his Certified th-t -0Dies of tllC tl'ns are true "reeted at r 11,115 to be 1zI h+gether v re filed with Lion anc. 9u1101ng II zoning„ Issued C s sh.11l be .f this Pendency Permit. f a building Signed rhis plan i-: �rdors ors �J.tion that :1n pliid r ` R shall be Conditions.., .', -,r_,. The<A sled with Building insP_CLr Clerk 'te No. TOWI I OF crr-'UV-! ""nISSO DATE: SIG.: e Co. YC LmFILLC), C'T rk 8 118-1 V-b 70 m H 5 40 N.67*04-*5f7"W> 246.90 v 460 A, erole 0 X.A&.OL 6r.N C HM,9 R K. ---------- TFC5 .5.70 ljW I r (E�so A —a-F c. 00 • "-.% t \IF D LC K-,-_\O -.-I )M IM A,O 7,0 OIL r A I FT. FILL 0 QI, 199 60 75-24 06< s 5.00 3�0> -41 1)3 A IC LD L O J Z I M Alone- s ow/ KEY SCALE AF-y 11116 (88 M,5(-- PCP, 'rowy Commrt4T-5 D E C E � v E 0 DEC 13 2010 South vvindsor BUILDING DEPARTMENT i s c:rtitcd t!.o. t'Ns :.:.,c J.-4 qs u. ^pies to the proposal buNAg la or alterations tt. 0. ,.acted at - funet '.or. Thor with .ndmentg %tstcd in applhll•tiorr -00 with plan d I agrea to cemplY whh Oil 20"406. ;.1d,ng and state laws end su:h orders eta(hall be resuod by the 9u11ding Department Burin&p"dency >t thtf fppila 001% and tlnal Issuarwf at 4 bu11dIM permit. Signfd Tfib O,.A ie approved subject to the 40adtttan.that �rd!rs and ordtnencea regulating tKth* ti 1hs11 be compiled with. Gonditionfily Approw" 14011041111 AMd with LmaWE- -L edl!ding !nspeftor ':to No -- CERTIFICATION OF ZONING COMPLUNCE l v"on "P'enq)PsarO b be In conionTience �)'I 4( � and south W s. Variances �Q d� may apply- ovI-w ate. 3 r +s I er,r- Tankworks C OpO G I REMOVAL & REPLACEMENT LLC December 19, 2000 Dr. Ramesh Lhila 127 Gorski Drive South Windsor, CT 06074 Re: Removal and Disposal of(1) - 550 Gallon Underground Heating Oil Tank and Installation of(1) - 275 Gallon Interior Heating Oil Tank At: 127 Gorski Drive, South Windsor, Connecticut 06074 Dear Dr. Lhila: Thank you for the opportunity to service the removal and replacement of the buried oil tank at the above referenced address. The work was performed in accordance with E.P.A. Regulations and N.F.P.A. 30 and 30A Requirements. The soil in the grave showed no signs of contamination and was backfilled. Before backfilling one(1) final confirmation soil sample was collected and tested at an independent lab for Total Petroleum Hydrocarbons(TPH)by IR(Method 418.1). The soil sample result for the tank grave bottom indicated that any trace of TPH was Below the Detection Limit (BDL). The Connecticut Department of Environmental Protection requires these results to be under 500 ppm for a GA Groundwater Classification. This letter,along with the attached soil sample result, should be stored safely with all legal documents pertaining to this property. This information, along with your Tankworks invoice and cancelled check(s), will serve as verification for future reference. Please feel free to call us if you have any further questions. It has been a pleasure working with you. We hope that you are pleased with our services and that you will recommend us to others. Very truly yours, TANKWORKS REMOVAL & REPLACEMENT LLC Rosemary Viola Rainville Owner cc: William Lanning, Fire Chief, Town of South Windsor OFFICES IN MANCHESTER • MADISON • WILTON :00 Office 360 East Center St. Manchester CT 060401 r \;`" y ,,�_. PH` - 'f,rcd NIX � kr.. 587 East WkNa Turnpike. P.O Box 418.Manchester.CT OW40 Tel.(8so)s45.11M Fax(8W)e45.0= Analysis Report FOR: Attn: Mr.Tim Lynch Tankworks,Inc. December 07,2000 360 East Center Street Manchester,CT 06040 Sample Information Custody Information Date Time Matrix: SOLED Collected by: TL 12/04/00 11:00 .Location Code: TANKWKS Received by: SW 12/04/00 16:50 Project Code: RUSH# Analyzed by: see below P.O.#: Laboratory Data Client ID: 127 GORSKI DR BOTTOM Phoenix I.D. AD03027 Parameter Result RL Units Date Time by Reference Percent Solid 91 % 12/04/00 16:44 B/D E160.3 Tot.Petroleum HC BDL 22 mg/Kg 12/06/00 10:15 GD E418.1 Comments: ND=Not detected BDL=Below Detection Limit RL=Reporting Limit If there are any questions regarding this data,please call Phoenix Client Services at extension 200. Phyllis Shiller,Laboratory Director December 07,2000 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applicat' bp: / o BUILDING DEPARTMENT — D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date B it 'ng p ctor 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ���C�✓S c CC) APPLICANT ADDRESS 136 APPLICANT PHONE# W N S F,q OWNER k G ' � O R DRESS M OWNER PHONE . 2 �� 3� b C ESTIMATED COST$ S 3 9 D . G O �. IS THIS A CONTRACT COST. _Yes 4"'No �Gr. y ICJ FEE ENCLOSED$ 9O - UO OR•CO�y� TYPE OF JO$,: New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: Q11EATING U-IfESIDENTIAL A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. Qlf�DRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAI.HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) D SCRiBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MO EL CIO.) �C./—/W�,.�, Wo GROSS HEATING CAPACITY(INPUT—BTUH) /y d� NET RATING(^UTPUT—BTUH) �OIJO TYPE OF FUEL I6IL—GPM OIL TANK LOCATION:❑ INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 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 e �Gl - �4 1 c�.1�1� �f-yt�f�✓e,c�r� 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. 3 3) �Z CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANTS DATE 3 /6 6- APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT.230 NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: (J APPROVED: BLPG.PERMIT NUMBER DATE INSPECTOR LOCATION OF WORK:J27 60r. k s� cJ f,,dSo ✓� APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BULLDING T� NAME: �aS�.� 9 c,I-;CrY,., NAME: Q So•� �w�/'S ❑ADDITION PHONE NUMBER ��e) 9(o S-2&G 7 PHONE NUMBER 96 S"2 6 G 7 Wf)QSTING BUILDING ADDRESS: 127 Co b r-i k D r i Ae ADDRESS: 12 7 Vic•:d k 1�r.ye TYPE OF USE: / + ItM/MENTIAL o CONOAERCIAL L- Jl PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK:: TYPE OF INSTALLATION: Re (oec l o6 Isf 64��rot.+-j Mou el c T,4pp(jg Qh NO.OF TOILETS: STYLE: NO.OF BATHTUBS: 12 NO.OF SHOWERS: 0 NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: O ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? /. // �..� uYES oN0 ESTIMATED COST: I / r SIZE OF WINDOW: X Sig OF DUCTS: 4 SEWER OR SEPTIC TANK: Se VS e 0f FEE ENCLOSED:S V SIZE OF WATER PIPING AND CL RISER: 1I2��C vnp e� _ T ll WATER HEATER: TYPE '- MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. 4�,r C d ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (.26 CENT EDUCATIONAL FEE flVa DED AS PART OF THE PERMrF 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.: , fl TYPE: STATE: / SIGNATURE OF APPLICANT: L. DATE: S 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: Cam, 2 APPROVED: / BL PERMIT NUMBER: DATE INSPECTOR 1 LOCATION OF WORK: <2[ c,--.. t ('� ✓N ��, (� �`�d c APPLICANT: OWNER: TYPE OF STRUCTURE: NEW BUILDING NAME: Rower.(- NAME: _ {SG;1 ����c,^ �^S ADDITION PHONE NUMBER: �gG 0) Q4 5-Z6 7 PHONE NUMBER:j�C9�� g65-2(P`7 7f)GSTING BUILDING ADDRESS: 127 &o;S k,' ADDRESS: I z '/ (;B r i D r . Li i TYPE OF USE: I SIDENTIAI zi COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF AORK: TYPE OF INSTALLATION: �e I�C n r 1� y Sw �C h P j � c w` le-4 s SIZE OF SERVICE: SIZE OF MAIN SERVICE: _ 4x t y-.f S NUMBER OF METERS: NUMBER OF PANELS: 1� NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S b NUMBER OF SWITCHES: (c NUMBER OF LIGHT FIXTURES: J FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: _ FEE SCHEDULE:S18 PER S1,000 OF THE ES ED COST. NUMBER OF POWER CIRCUITS: _ ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT 1 S IS S1.00 OVER (16 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.: E: SIGNATURE OF APPLICANT: DATE: 5 W/ 2� I l�2-� 6 Client Jason Bowers Date: ^- Page 1 d 3 isDesign� Promo. Designer. Address: _ Job Name: hr.e.rw m4.dla..•wb.wrr.eLssw tiaeNIt- I r,CT.as974 Project 0: BI-Option #2 2.0E CP-LAM 1.750"X 11.875" 2-Ply - PASSED Level:Lsvei 14 5 Al -.3 r, .STAL - _ 11 7/8" ,1 SPF End Grain 2 SPF 7 rin 3 SPF End Grail TW- 15'71/2` Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Conlst Piles: 2 Design Method: ASD 1 2943 1461 0 0 0 Moisture Condition: Dry Building Code: IBCARC 2015 2 8645 4292 0 0 0 Deflection LL: 480 Load Sharing: No 3 2474 1228 0 0 0 Deflection TL: 240 Deck: Not Checked importance: Normal Temperature: Temp<-100'F Bearings Bearing Length Cap. React D/L lb, Total Ld.Case Ld.Comb. 1-SPF 3,500` 46% 1461/3289 4761 L_ D+L End Analysis Results Grain Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 4.600' 97% 4292/8645 12937 LL D+L Neg Moment -9983 R-lb 8.2 314- 21295 ft-lb 0.469(47%)D+L LL End Grain Unbraced -9983 ft4b 8'2 314' 10800 ft-lb 0.924(92%)D+L LL 3-SPF 3.500" 41% 1228/3008 4238 L D+L Pos Moment 7700 ft4b 3'6 5116' 21295 ft-lb 0.362(36%)D+L L_ End Untlraced 7700 ft4b 3-6 5/16` 10800 ft4b 0.713(71%)D+L L_ Grain Sheaf 6163 lb 7.2 7/8' 7897 Ib 0.780(78%)D+L LL Hole Analysis LL Dell inch 0.061(U1696) T11 7118- 0.202(U480) 0.300(30%)L L_ Holes Location Size Ratio Actual Allowed TL Dell inch 0.081(U1194) 3-10 7/16- 0.404(L/240) 0.200(20%)D+L L_ Shear 1i47^ - - 1 114- 0 0 0 Design Notes Horizontal location H=Horiz.to cente o Lu1I0 ql sigj p asn 1 Fasten all plies using 2 rows of SDW22338 at 24-o.c.Maximum end distance not to exceed 12'. 101 -Ou' c A@lmeH UR 101[}PS SSalwjlgq P104 2 Refer to last page of calculations for fasteners required for specified bads. pug pt't(j(,t fa ul o aaa6a nog(ssalun uopu� 3 Simpson fasteners applied from a single side of the member use tip values where published. T• 4 Holes in LVL are in accordance with PWC published guidelines as found in their'Hole Details' -jo jui spi asn IOU OQ •Sl}}tge}}pug l�II1pl1SU17dSa1 document available at www.pacificwoodtach.com'. 5 Girders are designed to be supported on the bottom edge only. lip SU11PIOSlp AlSS91dXa put?1Dallo0 St u0twW10ju1 Slat 6 Top loads must be stq>ported equally by ap plies. IPLIJ SaCUL'1nss*a Ott Sallt?W '3111 `SalMeH pull p1o}u2S 7 Top braced at bearings. -paLf_Ijquoo aq ism imp illy -laauiaua leuotssatold 8 Sotbm braced at bearings. 9 Lateral slenderness nib tined on s b width. `paSUaDi( G' icq UOI�e'J!}flan in0[{ilM (101tonliSUO'J Ut t>`,)sn aq iou pinot.is pue 'Aluo sasodlnd teuoti W101ui lot st joau ftia leuotssatold e Acl pain pad uaoq lot] sl=li 6ulzts slLtL uoi)cxulotut indut paiealput a(.{i (join paseq st UMCfts 6u03 3kL :JNlNHWA Manufacturer Into Sanford 6 Inc. Not" drrrls.b 0.Fa fat ask P.-AftFr•Nr•radii•b pa.•M •p^'ol c.kwwa&.smd o..aa.is ryraw.rdr et ar Handling i Installation p'"A"a Pacific Woodleeh Cap 336 North Main Street,CT st^aivd ad.4u•q M W.•••M••a•r b..•d as w 1.lK b••.e ru.t.N6.Nerdra.d 1850 Park Lane USA d.yn Berl. w INdlq. .bw.r. n r w 2 a•nr b e1.1.1 dwWs prd•a kbm fto1 eWhtptm VA90M 08040 r.p WURY sf a•ftwr 0""aM•sl4rrdr t. raardby b1.ba.11- r•pe•.-*- nw�Fplr a1.•r W. a.or.m rdWMy of far bd•rh" br.•M wrk,b.sr s—41.v.h1..,ad s•d• (6118)707-2285 .ppik.ftk sd to v4ft w dkw*M...d r.sd.. Oppr-, I www,pecflcWOodleoftoom Lumber a.Dams•/O•a.r rut rot b•...4 APA PR-1.233,ICC-ES:ESR-2909 t,01 wdois•rwf.n.,.rr...bd•wdr •-o..lp.a...r..kp•dp 1.Wm1y.r1sso%0 2.LK ad b b•b•dW was A. Uld.4 r eas" a.P1elr• rrt r bow"p h"1.•a•r I.lar•I ObpkI. ua•upptl.4 a.d.f~ Version 18,40.089 Powered by f5trud"' Client- Jason Bowers Date: W,finfIN019 Page 2 of 3 isDesign Project Designer - Address: 190306150G. Job Name:► 1" = 000741 11 Project BI-Option#2 2.0ECP-LAM 1.750"XII.875" 2-Ply -PASSED Level:Level '4 fTfTTTTTIITM I I I I i I I I I I! 2 IIIHII rAWSTAL Cr A-STAL,-.: 111719 SPF End Grain 2 SPF End Grain 3 SPF End G(a L H3 IIr 157112' ID Load Type Location Trib Width Side Dead 0.9 Live I Snow 1.15 Wind 1.6 Corist.1.25 Comments I Uniform Near Face 113 PLF 300 PLF 0 PLF 0 PLF 0 PLF 2nd Floor Load 2 Uniform For Face 113 PLF 300 PLF 0 PLF 0 PLF 0 PLF 2nd Floor Load 3 Uniform Top 60 PLF 0 PLF 0 PLF 0 PLF 0 PLF 2nd Floor Wall Load 4 Uniform Top 150 PLF 300 PLF 0 PLF 0 PLF 0 PLF Calling Load Soft weight 11 PLF sed fiflon s SIZIC, a is foc a POt,ss lOt 'oe used C nd by ar"stoutd cerased. q eS 3 'PAt-tiout IlAtitica must be co ',On data In S .,s ttiat d OyPtessly disciati ntQ(_ at Oe'ts C,0 Clot tISE) itit�y a0d I-abt!-itf.go 3 and yoUa9`ee hoc SaOof Notes ftt n.w.P.Aft P.M.d."G.16 P...d M anufachwer Info Sanford&Hawley Inc. c=%�abww.d Handling 11,Installation WWI" Pacific Woodlech Corp 336 North Main Street,CT .1 d-'-*—'-f M—#-wd b--W-1" 1.LUL b—-Wd b.aA.*WW 18W Park Lane USA d"04 clkds &'W b0fi-P shows• It b Ow IR.W to warWadumes po" kbmwUm ..P.nwbmy st"*W�"AW I*"M_W Is Buffington,MA 98233 06040 dw so-owaM wftbOV w m. 6.bkq dtdlk Mm Bb "bm ow a ds (888)707-2285 spok"K"a"dlyftd—i.._db.,L �Vvt awe" www pwAcw*odIecKoom Lumber 3 ARk PR-1-233,ICC-ES:ESR-290!9 1.My 04.=6=9 wo oft*b Itw.*".kkd 2.M M to be 1,"sd vft an muftWd or w oM ..few.1 b..-I pww 1.-W www ftp%— d aw bAba Version 16.40.W9 Powered by NUth3- &/ CAenC Jason Bowers Date: �611tt12019 Page 3 of 3 • P Designer. isDesign Adrodjresect s: td""llome'; Job Name: +.......'trdnrrwwr"■wo+weteo■ �,7Gon"fmw • SUM Win",CT ON74 Project 8: B1-Option#2 2.0E CP-LAM 1.750"X 11.875" 2-Ply-PASSED o 117/B" 1 SPF End Grain 2 SPF End rain 3 SPF End Gral� To" I Will �'�312` 1571/2" Multi-Ply Analysis Fasten all plies using 2 rows of SDW22-338 at 24"o.c..Maximum end distance not to exceed 12" apaclty 81.0% Load 205.5 PLF Yield Limit per Foot 255.0 PLF Yield Limit per Fastener 255.0lb. Yield Mode Lookup Edge Distance 1 112" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 `, Ejaseci r1C10R sf'ofrrrt i� ,��ja1�i��`1�. th>•+ <,Iz.n� has rt�,f: ho indicated input iCfor�fte,�Tonal ThisSIZ for tit. n peffocmed �/ a P inform'tinnal purposes only,ancJ shorsfFi ntlb"n se# in construction 'rlithout vecificaliort fy/ r�rofeSMonat en'11nePr. At dal�s rn as sIC ncfes that z1anford and f 111MV1,!no-',I I;,t; infarmaticn is correct"d expressly disclaims ail sonsii�sE� zed iiahi:;tl. Da not use this infor- Iasi. i / nation cln(ess you agree to €nd L-111, an iu�lct tlaftni3sS Sa]n['0 an [:yt �itC. for Moles 1. ...d.,w.r a Fx ed r+.e p.wd■ N F"W dr. p. P ,d Manufacturer Info Sanford b Hawley Ine. W dpp 336 North Main Street.CT M.tad.t■d W..■dfOft .VWmdar■rdrNM Handling 8Installation PaciOctNDOdlechCorp d.du■t■e.pr.q a ttd..wreemN w.N«ar. 1.Wl b.«r rwd.d to nd.r aad 1850 Park Lane USA dwp. «r■rr .d W*Ap■ diw■. a N. i Was r immM■d1nh rdwd kftoo" r w.P boy.1 a.a■aarrr.■dAx M Clod.r .,dyp Yrr■.d.n ,.P ,,,� .rurdyy SufMplan.VW198233 06040 IN. o. .nww Vol-nrd .rr■ulrtr of 1. „s Yd.id.d •.rrrp dllk Y..m dn.ptA V*WK.■d ad. (oes)707-2285 .F#Wdi.q.d be wrdr A.d4m..tai6■d Wda Lumber d Dwlaodbw —d.d!■r«d APA:PPR 22331CC-ESESR-2909 1.Drr evv" ..d" ud.»NOWN�rwd.■ 4.D d9n..wim■ry wp.1.array wwd.d 2 LVL not r M YW.d Ww en rRwd.d a a vhn s P-Wo rrr.utprt.1.«rp Mi■r r avoidYIMd dtrprprmd M Mtn" Versbn 18.40.089 Powered by Rruct- ���`��`" I i I II l Mimi= Mimi■ - - ■ImI= Mimi■ Mimi= Mimi■ ' R Mimi■ } ■I■I■ Mimi■ ■I■I■ ■ ■ I ■ r .II1II■ - .I-I-l-I-I.I.I I ( (� �, � I . . �..�. :. .,,. I f ,. � �� , PI i4/ / �i/ 0OAP op Z4*: l 4.91 go Vp 4 0 ®r FV i� OF 0 / 0 / 0 ,%,./F/ 0 0 0 O-A / / j ,,4 FF 0 0 Ol ► i ► . � VO �e�rs -7„ 0 1 1/4"Through hole for copper pipe I � 1'-1 1/4" 1'4" 5 1/21 . . . . . . . n 1,-4„ 1 4- 1'-8 1/2" • Fasteners Estimated keep outs for 9" lapped joists and joist hangers BOWERS REV. A 6-17-19 South Windsor Bulldin De artment r Better Header Beam Legends USED FOR HEADER TABLE BEAM SELECTION & IDENTIFICATION KILN DRIED LLM9BER d 101 UNIMER LWL FRM TREQEEIRK)SYMN SiFA. I-IMEW 1 12)2 16 w 14' PLT 45MI W4"z 5 Vr LYL w 1/4"PLT M 12)2 x 6 ACQ'w 1/4'PLY 133 W4 X 13 wiTop Plate 2 (2►2 x 6 w 3,11`PLT 46 (111 Y4•x 51re LYL w 31ll"PLT 90 (2)2 x 6 AM w 3t8'PLT 134 W4 X 13 3 (2)2 15 w 1tY PLT 47 (111 YV K 5 1/2'Wl w VZ"PLT 91 (2)2 x 6 ACO'w 112'PLT 135 WS X 19 w/Top Plate 4 (2)2 16 w Fwr PLT u (Ill WV a 5 1/2"LYL w 518'PLT 92 (2)2 x 6 AM w 54'PLT 136 WS x 19 6 1212 16 w V4"PLT 49 (111 Y4'K S 1/Y LWL w314"PLT 93 (Z 2 x 6 ACO'w 314'PLT 137 W6 X 16 wiTop Plate 6 (212 x 6 w 1'PLT 50 (211 YW x 51/2'LYL w 1"PU 94 (2)2 K 6 ACQ'w 1'PLT 138 W6 X 16 7 1212 x 8 w 114'PLT 51 Mal YV 17 1/4•Ut w 114"PLT 95 (212 x i ACQ'w VV PLT 139 W$X 25 wiTop Plate 8 (212 18 w 3r8'PLT 52 (10 Y4'17 114'LWL w 318"PLT 96 (2)2 x 8 ACO'w 3/3'PLT 140 W6 X 75 9 (2)2 18 w 1,7'PLT 63 (111 3/4'K 7 1/4'LWL w 112"PLT 27 (2)2 x 8 ACW w 1r2'PLT Super 7 19 12)2 x 8 w$IB'PLT 54 (211 Y4'a 7 114'tYl w 518"PLT 90 (2)2 it I ACO'w 54'PLY Structurally eiatralent to a W8 x 31 mtA a total drmens¢vn 11 12)2 x 8 w W PLY 56 (2v1 VV K 7 1/4'LWL w Y4"PLT 99 (2)2 x 8 ACQ'w YV PLY of 7 118"M K 7 W to accommocale 12 (212 x 8 w 1'PLT 56 (2o1 3/4'x 7 1/4'WL w V PLT 100 (2)2 x 8 AM w i'PLT 2 a 9 floor Systems 13 12►2 x 10 w 1W PLY 57 (29/W x 9 1/2'LYL w 114"PLT 101 (2)2 x 10 AM 114'PLT 141 W8 X 15 wiTop Plate 14 (2►2 x 10 w 318"PLT 58 (20 Y4•19 1W WL w YB"PLT 102 M 2 x/0 ACW w 311'PLT 142 W8 X 15 16 1212 110 w 11Y PLY a0 (20 Y4•K 9 112'LYL w 112'PLT 193 Cl)2 x 10 ACQ'w 112'PLY 143 W8 X 24 wiTop Plate 19 (2)2 x 10 w 5/6'PLT 60 (211 YI'K 91/Y LYL w5/1"PLT 194 (2)2 K 10 AM'w US'PLT iN wa x 24 17 (20 2 x 10 w 314'PLT 61 (211 Y4'x 9 112"LYL w314"PLT 105 (2)2 x 10 ACQ'w 314'PLT 145 W8 X 40 wiTop Plate 18 12►2 x 10 w 1'PLY 62 (111 YV K 0 112'lei w V IOU 106 (2)2 x/0 ACQ'w 1'PLT 146 W8X 40 19 12)2 x 12 w 11V PLY it (20 Y4'x it 716'lYl w 1/4'PLY 107 (I)2 x 12 ACV w i/V PLT 147 W10 X 19 wiTop Plate 29 (212 x 12 w 34'PLT 94 (21]314'K 11 7B'LYL w Wr PLT 101 (2)2 x 12 AM w 318'PLY 148 W10 x 19 tl (212 x 12 w l/2'PIT 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POP 0 ;III ,, .. 090 , 1 _,.�pp �,. ��i ICi Trii e.:r'liilk� :^.i•I IV.t i .•r x;yiN bOslY]bit Tb1s aeRITHr1 Met dsfr rd++n )"J spcc+tietti.TaA ers true EOpisa of tba p►oDnsed huib}inq OF attarrltona to W pr'aMW at gOgaRlser w14h amendments stated in appiteattOO end Read with piaa and I -to to ccraply with alt go"kN& 1 Building and staty I aid s.,cn Orden as sllait be issued by the 9ut1.. Oap+'tomml: df+rMtg pendeaoy tied ' gptn. 1 of this eppilaagon and final issltantM Of s tMl"it fled 3u1107•r P—ft. !.Sued tuilOr-r -i,ainsf y 1. e.. N this issued „f ,, t g p )t this •r..rine Y Signed - _-- permit. TMS Pfau h approved subject to the fmft43 Wh awl, permit. ' s orders end ordinances regulating b-Vd" ibAa bs Signed oow+Dlled with. e wiN ►his pl; {ed ..:.:- r conditi �nditloneW Appsdved srders nd pJan is . rrq•.• Milan.at ►der ` arsndrll -loft ft wnd r:,l Iw-!in.r pp Ind _ a at, f �ondttlQnrlly r0 •use filed cIw* Ondltionutly L � .rd .-se pled =yceles-- Widfng Insp.ctor r Bata _ Electric # APPLICATION FOR BUILDING PERMIT Plumbidg# 127 Gorski Drive HVAC# H80827i Date: Sprinkler# Estimated Cost $ 0. ` FINAL APPROV Building COMPLETE RED BOXED AREAS Permit Fee $ ?Z1 S Occupancy Fee $ l o 1 TYPE OF PRINT ONLY Eng. Insp. Fee $ Appr.R — ► SIGN ON REVERSE SIDE 93 Total Fee $ 32-5 TO THEGQ4LVG DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 2 9 6 The undersigned hereby applies to do work according to the following: Applicant Location ofWork / Lot No. Applicant's Address no, 6Dx 22.'O-tjZ - - - - - Tel AWO 9 32` 1061 Pic S163?9; Town /" f~� r CT • _Zip 0 6 3 I Lic.# Owner -IA50kf 13UWA10 Architect_ _ Owner's Address (Z? C-09—W M ' Architect's Address S4 •W 1&-1h SWL, Li Zip U 16 VI q Zip Sq.Ft. New Area: 1 st FI. ii2nd FI. 3rd FI. Total New Area / '' Purpose of this permit 1 36 �� I Ceti City Water Well L7 Septic System ❑ Sewer ZOO— lfoob/b Ins: HO Area Basement Garage Approved by Date �' t 1 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 o! 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 ip w hich this buil ing a,�l its use is allowed. Signe I hereby apply for a Certificate of Oc upancyfor work described in this application for the permit. Sign DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS t INSPECTION FIELD SHEET 04/07/22 Printed by Middleton, Morgan 15:44 25 INSPECTION: 40477 ELECTRIC UNDERGROUND PERMIT: STATUS APPLICATION: 201100616 LOC: 127 GORSKI DRIVE SOUTH WINDSOR PROPERTY ID: 36600127 OWNER: BOWERS JASON A & MIHAELA CONTRACTOR: REQUEST BY: PROJ DESC: 18 X 36 INGROUND POOL. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 06/10/13 PRIORITY: SCHEDULED: 06/11/13 AM COMPLETED: 06/11/13 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: JASO-965-2667BONDING POOL COPING,REINF &POOL ENTRY DEVICES ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING BO10 FINAL 07/06/11 ROSE PASS E002 ELECTRIC UNDERGROUND JASON ® 860-965-2667//CONDIUITS AND BONDING OF POOL E010 ELECTRIC FINAL H002 HVAC UNDERGROUND H003 HVAC ROUGH P002 PLUMBING UNDERGROUND P004 PLUMBING GAS TEST 1900429 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/24/2019 GIS ID:36600127 FEE: 360.00 MUNIS APPLICATION# 201901067 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BOWERS JASON A&MIHAELA ADDRESS: 127 GORSKI DRIVE ADDRESS: 127 GORSKI DR OWNER: BOWERS JASON A&MIHAELA 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MOVE 1 ST FLOOR BATHROOM&EXPAND KITCHEN AREA REPLACE 2 LOAD BEARING WALLS WITH 1 LVL SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDIN L 6/24/2019 8:41 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000271 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/22/11 GIS ID:36600127 FEE: 315.00 MUNIS APPLICATION# 201100616 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: URBAN CONSTRUCTION LLC. ADDRESS: 127 GORSKI DRIVE ADDRESS: P.O.BOX 310972 OWNER: BOWERS JASON A&MIHAELA NEWINGTON,CT 06131 -127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 18 X 36 INGROUND POOL. RECEIVED POOL PACKET. 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 6/22/2011 11:28 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000608 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/29/10 GIS ID:36600127 - FEE: 60.00 MUNIS APPLICATION# 201001537 BUILDING DESCRIPTION: APPLICANT a, LOCATION NAME: PHILIP BODEY V,.% ADDRESS:,`�127 GORSKI DRIVE ADDRESS: 1198 FLANDERS ROAD—� fi OWNER: BOWERS JASON A&MIHAELA ,- a SOUTHINGTON,CT 06489 i 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOF OVER EXISTING STOOP SPECIAL CONDITIONS: y; ALL WORK TO BE DONE IN ACCORDANCE'WITH THE-APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/20/2010 9:22 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000608 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/29/10 GIS ID:36600127 - FEE: 60.00 MUNIS APPLICATION# 201001537 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PHILIP BODEY `"' ADDRESS: 127 GORSKI DRIVE ADDRESS: 1198 FLANDERS ROAD OWNER: BOWERS JASON A&MIHAELA SOUTHINGTON,CT 06489 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOF OVER EXISTING STOOP SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE,APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. s CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/29/2010 2:58 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900232 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/24/2019 GIS ID: 36600127 FEE: 18.00 MUNIS APPLICATION# 201901067 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BOWERS JASON A&MIHAELA ADDRESS: 127 GORSKI DRIVE ADDRESS: 127 GORSKI DR OWNER: BOWERS JASON A&MIHAELA 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MOVE 1 ST FLOOR BATHROOM&EXPAND KITCHEN AREA REPLACE 2 LOAD BEARING WALLS WITH 1 LVL SPECIAL CONDITIONS: RELOCATING SWITCHES OUTLETS ADD ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. /y ITS CONSTRUCTION TYPE: OCCUPANCY GROUP: BUIL 6/24/2019 8:48 AM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1100156 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/06/11 GIS ID:36600127 FEE: 15.00 MUNIS APPLICATION# 201100616 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: THOMAS MERRIFIELD ADDRESS: 127 GORSKI DRIVE ADDRESS: 51 RICHARD CT OWNER: BOWERS JASON A&MIHAELA BRISTOL,CT 06010 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 18 X 36 INGROUND POOL. RECEIVED POOL PACKET. RUNNING A 50 AMP CIRCUIT FROM HOUSE TO POOL AREA. 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 7/6/2011 12:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900344 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 06/24/2019 GIS ID:36600127 FEE: 18.00 MUNIS APPLICATION# 201901067 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BOWERS JASON A&MIHAELA ADDRESS: 127 GORSKI DRIVE ADDRESS: 127 GORSKI DR OWNER: BOWERS JASON A&MIHAELA 127 GORSKI DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MOVE 1ST FLOOR BATHROOM&EXPAND KITCHEN AREA REPLACE 2 LOAD BEARING WALLS WITH 1 LVL SPECIAL CONDITIONS: MOVING SUPPLY LINES&DRAIN PIPE ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE B DING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING O FICIAL 6/24/2019 8:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE