Loading...
HomeMy WebLinkAbout22 STOUGHTON DR LOT 48 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR � BUILDING DEPARTMENT APPROV D'k, 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# c.l".�" , SbUT S date Buildinj Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant '$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT gP�%f)K,� l APPLICANT ADDRESS Vb _ Ck- N-2_ APPLICANT PHONE# -�1 E?-6 OWN S F OWNER cv--e q� OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ "/'"es • `,-D . e � IS THIS A CONTRACT COST? _Yes _No o C! FEE ENCLOSED$ SOR Co TYPE OF JOB: New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE F SYSTEM: TYPE OF BUELDING: ATING ,WRESIDENTIAL O A/C ❑COMMERCIAL ❑VENTH ATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. A HYDRONIC O WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) 7F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) nn DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL `0 OIL—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 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �X �a� �� ATE ��f � -fit • - r : + - r i t�"¢.. ----- 00 't--- -- EXISTING CONTOUR . ��; s aa, t ""' • .u'�,"}- ,A€ J. �, €7__ '�"p vraa � ,� ,�� �,. "+3�r. ao PROPOSED CONTOUR PROPOSED SPOT ELEVATION "' 2 . HOUSE MODEL, COAIC00-0 3 . HOUSE FINISHED FLOOR = /S'f oX GARAGE FINISHED FLOOR = /52.5 ,� _,� 4. DATUM IS M. D.C. ° 'aa 5 . TOP OF FOUNDATION TO BE MINIMUM OF ONE FOOT ABOVE THE FINAL EXTERIOR GRA DE. 6 . NO ZONING VIOLATIONS IF HOUSE AND GARAGE ERECTED AS SHOWN AND STAKED. - � "'�"�'���•!"= -�� "` ±�ilg'�cd4�`'� y�� i�•w��.a'm,fie.- '� a� fr' ��' 7 . CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR' TO ESTABLISHING FINAL GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRAC i TOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. HAY BALES AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE ' FOR EXTENDED PERIODS OF TIME. t ' " 1 8 . ZONE = DESIGNED RESIDENCE ZONEr 9 . LANDSCAPE DETAILS SHOWN ON PLANS ENTITLED, "PREPARED FOR FRANK MANNARINO ham, & SONS , INC. , THE NEIGHBORHOOD LANDSCAPING PLAN, GRAHAM ROAD AND AYERST ROAD, SOUTH WINDSOR , CONIC , SHEET 3a , SCALE: 1 IN. = 40 FT. DATED w, SEPT . 28 , 1990, REVISED 12/5/90, SHEET 3b, SCALE: 1 IN. = 20 FT. DATED OCT. 8 , 1990, REVISED 11/12/90, AND SHEET 3c, DATED SEPT. 28, 1990, , s „ REVISED 11/12/90 BY WILSON M. ALFORD, JR . , ALFORD ASSOCIATES, INC . " a ` 10. BOUNDARY INFORMATION TAKEN FROM PLAN ENTITLED, "PREPARED FOR FRANK MANNARINO & SONS , INC. , THE NEIGHBORHOOD PLOT PLAN, GRAHAM ROAD AND AYERS ROAD EXT. , SOUTH WINDSOR , CONN. , SCALE: 1 IN. = 40 FT. , DATED ..TW .• ' SEPT . 20 , 1990, REVISED 2/20/91 BY WILSON M. ALFORD, JR . , ALFORD } ASSOCIATES , INC. " .d 11 . APPLICANT: FRANK MANNARINO & SONS, INC. 310 NUTMEG ROAD SOUTH UNIT A-9 SOUTH WINDSOR , CT 06074 :Y �; �'-�7 � ,� .�+k � ��•. �.a� ,a,�„Z '. TEL. # ( 203 ) 282-9676 � t < � p'+ " k 12 . MAP PREPARED BY: ALFORD ASSOCIATES , INC: ' � `A b 200 PIGEON HILL ROAD, P.O. BOX 484 WINDSOR , CT. 06095 y , # TEL. # ( 203 ) 688-7288 T �s. k -"4 ±�_ Qruput� 4 Mot 4prop s Soc-o so-fr, i 4. " a Nk wi. � ' ----. _...-- � ---'+r- - ------T{" 21 �' ?9'r \`� �`A �-�'�yv' r'i'"kT`� '+••``.:,,(� " , ` a \ 9' N,(fta.V — - may. Ov CDNNo 00 Svc w y PLOT PLAN I HEREBY CERTIFY THAT THIS MAP COMPLIES WITH CLASSA-Z CLASSIFICATION AS DEFINED BY f aoNN�.,��I• CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. �O?M• AEFp�o;p3 THE NEIGHBORHOOD AA. I • _ Q 1p 0 . �4 PREPARED FOR C/VII ENGINEERS =Lo k No. 2163 F�' ` ' ' WINDSOR, CONNECTICUT SryL�f�Tom,/j�,.�' FRANK MANNARINO & SONS, INC. , WILSDNM.ALF ORD.SR.,P.E.BL.S. '1 WILSON M.ALFORD,JR..P.E.i L.S. 1p r. LOT4,5ST000HTON DRIVE SOUTH WINDSOR, CONN. SCALE: 1IN. 20 FT. DATE-MAR,6 !99/ ri> a MAR U 8 1991 South Windsor BUILDING DEPARTMENT TO THE WWING DEFT. TOWN OF S-ULI W: : This certified that this plan and specifications sre tr copies of the proposed building of alterations to I erected at ou staJG �t�tJ� str,•, r' together with amendments stated In applicAtinn CV filed with plan and I agree to comply with ell xori Building and state laws and such orders as shale issued by the Building Department during pond.., of this application and final Issuance of a buiiii+u, permitFaniapprovyedZlsubject Signed This p to the condition that orders and ordinances regulating building shall by complied with. Conditionally Approved These filed with Dullding Inspector Clo/p Data 02� ---- 00 --- -- EXISTING CONTOUR a0 PROPOSED CONTOUR r �1 PROPOSED SPOT ELEVATIONS 2 . HOUSE MODEL: CONCOA-0 3 . HOUSE FINISHED FLOOR = /S4a GARAGE FINISHED FLOOR = /52,5 4. DATUM IS M.D.C. 5. TOP OF FOUNDATION TO BE MINIMUM OF ONE FOOT ABOVE THE FINAL EXTERIOR GRADE. 6 . NO ZONING VIOLATIONS IF HOUSE AND GARAGE ERECTED AS SHOWN AND STAKED. 7 . CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED FOOTINGS AND FOUNDATION. CONTRAC- TOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. HAY BALES AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE , ; 1, FOR EXTENDED PERIODS OF TIME. 8 . ZONE = DESIGNED RESIDENCE ZONE 9. LANDSCAPE DETAILS SHOWN ON PLANS ENTITLED, "PREPARED FOR FRANK MANNARINO & SONS , w INC. THE NEIGHBORHOOD LANDSCAPING PLAN, GRAHAM ROAD AND AYERS .�r� . ,�, � ��` ROAD, SOUTH WINDSOR , CONN. , SHEET 3a , SCALE: 1 IN. = 40 FT . DATED SEPT. 28 , 1990, REVISED 12/5/90, SHEET 3b, SCALE : 1 IN. = 20 FT. DATED OCT. 8 , 1990, REVISED 11/12/90, AND SHEET 3c, DATED SEPT. 28, 1990, REVISED 11/12/90 BY WILSON M. ALFORD, JR. , ALFORD ASSOCIATES, INC. " ' 10. BOUNDARY INFORMATION TAKEN FROM PLAN ENTITLED, "PREPARED FOR FRANK � � t MANNARINO & SONS, INC. , THE NEIGHBORHOOD PLOT PLAN, GRAHAM ROAD AND AYERS ROAD EXT. , SOUTH WINDSOR, CONN. , SCALE: 1 IN. = 40 FT. , DATED SEPT. 20 , 1990, REVISED 2/20/91 BY WILSON M. ALFORD, JR . , ALFORD ` ASSOCIATES , INC. " 11 . APPLICANT: FRANK MANNARINO & SONS, INC. 310 NUTMEG ROAD SOUTH UNIT A-9 SOUTH WINDSOR , CT. 06074 TEL. # ( 203 ) 282-9676 12 . MAP PREPARED BY: ALFORD ASSOCIATES, INC . 200 PIGEON HILL ROAD, P.O. BOX 484 WINDSOR, CT. 06095 TEL. # ( 203 ) 688-7288 ` xL VAL w^^,r� a �'x' � ?(»"� i ���;�� ,� �y, a4 �z� } 9 "ems � �. wIt i „tea �/M,T p/r �`m �f""�� vr� "�� * \ �J' •�, i� 'S'�7 �r r � .\any'' ES.A•tT \ L -- S 05=52i./-. � r :"w INN i Soso ' t I� iRl sw,✓.-- I h � 'T .Slg 111 2 - y��'wEv 7 ;d. }fit sl V j 0 .;; r, r4Z �CO N Qqp�,n r. M.'Arpq cG� k No.2163 tAf1MAI<+� PLOT PLAN I HEREBY CERTIFY THAT THIS MAP COMPLIES WITH CLASSA-2 CLASSIFICATION AS DEFINED BY ,�''�o novel," *# CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.10°f'a ~Nf�'��' THE NEIGHBORHOOD y — V PREPARED FOR CIVIL ENGINEERS No. 2%3 I WINDSOR, CONNECTICUT FRANK MANNARINO & SONS, INC. WILSON M.ALFORD.SR.,Pl.3L.S LOT48 STOUGHTON DRIVE SOUTH WINDSOR, CONN. SCALE: 1 IN. 20 FT. DATE-M44,6, 1997/ JOSEPH MERRITT d CO � yf. o A A \ � I MAR U 1991 South Windsor BUILDING DEPARTMENT jV � (�K,W ��. TV M�•1 b� r•sti.h nis certified that this ptaa are tr y copies of the proposed twit411a Or alte►alluns to t erected at together with amendments stated In applioAllon i`, /(G filed with plan and 1 agree to enmply with All 7onlli�, Building and state laws and Stith 00011, dS FhAN 1, i1stled by the Building Department diiriny P011da'i,. of this application and final IaaUanta Of it 091101,t permit. �P4 Signed This plan is appr4det to the tondltlon ShAt orders and ordinances reguldting building *hall I d complied with. Conditionally Approved TM.. 1111,114 with 1d>ot44*4 Ihappcto. &lar16 1 . ) FOUNDATION CHECKED — NO ZONING VIOLATIONS . 2 , ) ZONE = DESIGNED RESIDENCE ZONE 3 . ) DATUM IS M.D.C . 4. ) ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN — INFORMATION SHOWN FOR FLOWLINES BASED UPON ORIGINAL DESIGN DATA (OR AS NOTED) . 5 . ) BOUNDARY INFORMATION TAKEN FROM PLAN ENTITLED, "PREPARED FOR FRANK MANNARINO & SONS , INC. , THE NEIGHBORHOOD PLOT PLAN, GRAHAM ROAD AND AYERS ROAD EXT. , SOUTH WINDSOR, CONN. , SCALE: 1 IN. = 40 FT. , DATED SEPT. 20, 1990, REVISED 2/20/91 BY WILSON M. ALFORD, JR. , ALFORD ASSOCIATES, INC. " 6) . APPLICANT: FRANK MANNARINO & SONS, INC . 310 NUTMEG ROAD SOUTH UNIT A-9 SOUTH WINDSOR, CT. 06074 TEL. # ( 203 ) 282-9676 7 . ) MAP PREPARED BY: ALFORD ASSOCIATES, INC. 200 PIGEON HILL ROAD P. O. BOX 484 WINDSOR, CT. 06095 TEL. # ( 203 ) 688-7288 8 . ) BOTTOM OF FOOTING EL. = PER CONTRACTOR FOOTING DRAIN ELEVATION IS AT BOTTOM OF FOOTING PER CONTRACTOR 6"0 SAN. LAT . IS DIRECTLY UNDER FOOTING( e-14, -v) T Sim/o� i4CeL55 �' - � Clw r�cs[v _ s5,/ C�31 33./' W3.2 G.2 d� 9474 tL � fr� \ V " � x oo.v lot r/G• 1t � O ` 1 � oF,r�nt7 x /5o•rs _ �/5/.'i� � C,44, - - qq11 r i ,go.�7 t��iT. N aRiVA 00 x/5/.?3 FF=/S✓.73 ` --- 3 OAO r '1 + Ot NS" 52'E� E,crsr i (n � oCNM,, ��/sT. f/otJSG O I n Ma 12 c PLOT PLAN I HEREBY CERTIFY THAT THIS MAP COMPLIES WITH CLASSA-Z CLASSIFICATION AS DEFINED BY �r'""""•y..� CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 100,A. L o;%'X THE NEIGHBORHOOD I. 44 40 pC � r'"�—� �+ PREPARED FOR CIVIL EN6I1MEERS No. 2163 ' ' WINDSOR, CONNECTICUT `� MANNARINO & SONS INC. (��� �0♦ FRANK � , WILSON M.ALFORD,SR.,P.E.3 L.S. ^'O s u pv���► R WILSON M.ALFORD,IR.,P.E.3 L.S. ae�W� LOT48ST000HTON DRIVE SOUTH WINDSOR, CONN. SCALE: 1 IN. = Zo FT. DATE-,/U�y/5,/99! JOSEPH MERRITT 8 CO � s' �1 JUN o G 199/ South Windsor BUILDING DEPARTMENT TO THE BUILDING DEPT. TOWN OF SOUTH WINDSOR This certified that this plan and speeific3t4ms are true copies of the proposed building or alterations to be erected at b K^- `Street together with amendments slated In application and filed with plan and 1 agree to comply with all zoning. Building and state laws and such orders as shall uo issued by the eu' nQ Department during pendency of this applIc, n nd 1' al i ante of a building }( permit. Signed Thl pjappr. o subjec the condition that o de dina ces reguldting building shall be pli . Condltived These filed with building Inspector Clerk Date Date No. CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s) to be in conformance with current South l'ri:td ,r regulations. Variances and special except::xl:: may apply. Date --= -- Enf r ;mE:;;t f. Ificer I� 6 . i r.-4x �' .1�5�41; �"T«: •YV � �. L mow. S��o6•Ss�N-► :7r•� ,�,,,}�`�' � �` '��° ' ����••�ajiCnl�/,J,h ,�` � AAw• s�o�afr. 4 tT•� gym- It Inv 4+i { t�f z `� JS�:}p '`�>`� Q .Y�,��. 1 Tg - I�• - , w�l ', •, �� 10 ,� a '' _........ .« 4.7 - ; t• t�{n� • h,�,�i.fi:+t� �4 y�r,L. v�i7• � -K. ;�L • • ?s 1�. 10 QAIlp r. tyf <�i,. ,� •y��,!vt• �11 Z +t, a.t_•.i �:. i � ��yMlY"> � �+' ILA 1R� �'�1�.•. ,}Sid! • �«`« .. -� .. .� �{l j�•y�}f�.!i 4 r J 1 V y I HEREBY CERTIFY THAT THIS MAP COMPLIES WITH CLASSA-Z CLASSIFICATION AS DEFINED BY CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 344CAU OpiAiECriC't17 + + MIILiDN>rCAtfOR4.31t„�ar.>< _.A 4. �-t /. Ogg To 1 �11lO�1!` ti` 1 , '1ME':Y ;" qy "E�: onttx . 1 . ) FOUNDATION CHECKED — NO ZONING VIOLATIONS. 2, ) ZONE = DESIGNED RESIDENCE ZONE 3. ) DATUM IS M.D.C. 4. ) ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN — INFORMATION SHOWN FOR FLOWLINES BASED UPON ORIGINAL DESIGN DATA (OR AS NOTED) . 5 . ) BOUNDARY INFORMATION TAKEN- FROM PLAN ENTITLED, "PREPARED FOR FRANK MANNARINO & SONS, INC. , THE NEIGHBORHOOD PLOT PLAN, GRAHAM ROAD AND AYERS ROAD EXT. , SOUTH WINDSOR, CONN. , SCALE: 1 IN. = 40 FT. , DATED SEPT. 20, 1990, REVISED 2/20/91 BY WILSON M. ALFORD, JR. , ALFORD ASSOCIATES, INC. " 6) . APPLICANT: FRANK MANNARINO & SONS, INC. 310 NUTMEG ROAD SOUTH UNIT A-9 SOUTH WINDSOR, CT. 06074 TEL. # ( 203) 282-9676 7. ) MAP PREPARED BY: ALFORD ASSOCIATES, INC. 200 PIGEON HILL ROAD P.O. BOX 484 WINDSOR, CT. 06095 TEL. # ( 203 ) 688-7288 8. ) BOTTOM OF FOOTING EL. = /-s` ?PER CONTRACTOR FOOTING DRAIN ELEVATION IS AT BOTTOM OF FOOTING (&41 ='4AA9:e ) PER CONTRACTOR 6110 SAN. LAT. IS DIRECTLY UNDER FOOTING( /�1l�0) AAo• (w-rr,6vm r-) SW/�< c4w#v.,/-4re,c c*o. — E,JS,C,rt E•IT ►�Ss,e t L/Mry�c fltaAnSE.D G►?iVt r I(vs O , �l+vArL) r SS.d.x I E45LME T n ��, r `•��• �� ��"--�c.�} S 5=05=52.1.I • IO r //G.0 0 /51.2 44 ` --_--00----EK�s>•C• o✓,� Z V /St,/ 1-t 1�oroo54fJ 1 ZXVf 37 x oo.o ER/Sr —4�- r..__ 0 (n� w nib 'e� v X�So.,l D/t,v� q /S/•23 �F=/5L73 N I X iS2,7 x/S3./ 0 `, EA s. /io.or x/40.Z• /5/.7 /✓c5`_c>,'.62"'e•. r< tT K/So.S >K/io.4r //o,Ov +crir.Nv 'K9 , Y. r Pto. Z: %.tt.:oorv ' PLOT PLAN I HEREBY CERTIFY THAT THIS MAP COMPLIES n•••� WITH CLASSA-2 CLASSIFICATION AS DEFINED BY NtiF CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ALA c;'� THE NEIGHBORHOOD - / �fv qow C. �f'► PREPARED FOR CIVIL MINEERS «� No. 2163 F ' f WINDSOR, CONNECTICUT c ��.;�,w. ;`v FRANK MANNARINO & SONS, INC. WILSON M.ALFORD,SR.,P.E.9 L.S. s om a r►+ WILSON M.ALFORD,JR.,P.E.a L.S. r•.ur►rrr LOT46ST000HTON DRIVE SOUTH WINDSOR. CONN. SCALE: 1IN. = 20 FT. DATE:JOZY15,/'?W JOSEPH MFRRITT & CO Vill 8 &17 IM - }��t ,,r "" South Windsor Ail � BUILDING DEPARTMENT TO THE BUILDING DEFT. TOWN OF SOUTH V This certified that this plan slid specific,tione copies of the proposed building or alterattor.s t 1 erected at pp 2,2. -9'*vc wr, Q6 _ Sir -- ' r D together with amendments stated In application {s'�o filed with plan and I agree to comply with all roJi, Building and state laws and such orders as ,half - issued by the Building Department during pend.* of this application and final Issuance of a bulldine permit. Signed This plan Is approved subject to the cond'il•n wit orders and ordinances regulating building shalt ba complied with. Conditionally Approved These filed with Building Inspector Cle�ly Data Wail sl APPR0V � � DATE: 7 J 1 . ----- 00 ----- EXISTING CONTOUR PLANTING SCHEDULE 'A' & 'B' sus �.� �Ar rr^f ►lS t ':.a t3d+AMLA{ MA► ' NAM+E ----�0-1---- PROPOSED CONTOUR _ � �c '"Ea -- _ _—.�_..�.-_ _ _-- -- ;,-c'es.al t•vorsc, :c-so' c-2a ,r'0P1 PROPOSED SPOT ELEVATION �� . � �a►�`-� "`�''�� `""'�`"`"`' a,'R..0 r-ap1R5. r1r-JO' 60-1E' �/lovo5�0 MS toW,"XIA w 2 . HOUSE MODEL: C//A,Q,CSTO.✓ 'woo'sc lkiM,EJ I a4 A-CA uwsA'L�Nru `p*AQWA"39-2TA6P4XE bz -17G' rC`1oN6 IO-Jt' (/.935 5�•F1.FGooR �1,2EA 1 RP 2wpDppt'up@4d'R1H' put-1 R►+?DGJFND40y i? +:-rIr•:+ I -I 3 ir' �,7'thA r► DEWs-E SPQgAcr.+G i 3r. r S- i S-� 'DENt,�F0+2MrS' VEW 3. HOUSE FINISHED FLOOR = /S4�a ,�_s e, Q-� � �_p, f t-7• GARAGE FINISHED FLOOR = /52.5 ve viL�.vR►x�+. avQ+c�Axc,++ t �trw c '°' '"'� u' '� w. DATUM IS M.D.C. 5. TOP OF FOUNDATION TO BE MINIMUM OF ONE FOOT ABOVE THE FINAL EXTERIOR GRADE. 6 . NO ZONING VIOLATIONS IF HOUSE AND GARAGE ERECTED AS SHOWN AND STAKED. 7 . CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO ESTABLISHING FINAL GRADE OF PROPOSED FOR STOCKPILED CONTRAC— TOR �''� PLAN! T' MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. HAY BALES , AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. � 9r . 8 . ZONE = DESIGNED RESIDENCE ZONE 1 e. 9. LANDSCAPE DETAILS SHOWN ON PLANS ENTITLED, "PREPARED FOR FRANK MANNARINO CsARAGiE & SONS , INC . , THE NEIGHBORHOOD LANDSCAPING PLAN, GRAHAM ROAD AND AYERS ROAD, SOUTH WINDSOR , CONN. , SHEET 3a , SCALE: 1 IN. = 40 FT. DATED SEPT. 28 , 1990, REVISED 12/5/90, SHEET 3b, SCALE: 1 IN. = 20 FT. DATED L-Awry OCT. 8 , 1990, REVISED 11/12/90, AND SHEET 3c, DATED SEPT. 28 , 1990, REVISED 11/12/90 BY WILSON M. ALFORD, JR . , ALFORD ASSOCIATES, INC. " 10. BOUNDARY INFORMATION TAKEN FROM PLAN ENTITLED, "PREPARED FOR FRANK 14ANNARINO & SONS, INC. , THE NEIGHBORHOOD PLOT PLAN, GRAHAM ROAD AND AYERS ROAD EXT. , SOUTH WINDSOR, CONN. , SCALE: 1 IN. = 40 FT. , DATED X ; D SEPT. 20, 1990, REVISED 2/20/91 BY WILSON M. ALFORD, JR . , ALFORD 3 ASSOCIATES , INC . " W FAMILY 11. APPLICANT: FRANK MANNARINO & SONS , INC . UMI T 310 NUTMEG ROAD SOUTH UNIT A-9 '' SOUTH WINDSOR , CT. 06074 TEL. # ( 203 ) 282-9676 12 . MAP PREPARED BY: ALFORD ASSOCIATES, INC . +� �. �d � yA• 200 PIGEON HILL ROAD, P. O. BOX 484 WINDSOR , CT. 06095 4 " " TEL. # ( 203 ) 688-7288 r ki— _210 . �' 7' .r I 4 r r'C�y o a CIMrt•p� � ,y; r ,�iQ4!►A, 5o�osq.fr, + '`• s. .r — :—' w Nrr. r � `V , Ij oft N 0 tfri Of aligfC ��y,�_• . �2 (FYc.st,t,�i1, o,G..'+�fy4l+kE",� � :• "/1R 2 i' t PLOT PLAN I HEREBY CERTIFY THAT THIS MAP COMPLIES WITH CLASSA-2 CLASSIFICATION AS DEFINED BY CSPd•tea CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. o ��� 44 4-0 THE NEIGHBORHOOD � � C. m 0�s p; PREPARED FOR C/Y/L ENGINEERS 'lee- j .T 63 0# I w1mossoR, CoNNECTICUT 4'�•r..��1, 10� FRANK MANNARINO & SONS, INC. WILSON M.ALf ORO,SR.,P.E.rl, S. ,va M •`,+�J WILSON M.ALFORD.JR.,I.C.L 1.S LOT48 STOUGHTON DRIVE SOUTH WINDSOR, CONN. SCALE: I IN. = 20 FT. DATE:MAW--14,/�9� .rnr+ MERRITT A COgot-4f, MAR 15 1991 South Windsor 13UILDING DEPARTMENT )+k flon dn.1 f""i: rt �j ,.Id I U646 CE-RTIFICAPON OF. XONING COMPLIANCE Proposed bulldlng(s), use(A andfor structure(s) as shown on, this plan eppea�s) to be in Confomunce with Current South Windsor regul'AtIC"S. Variances and special exceptions nky applyi. DfitA VK(41!�: ,"I, officer DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is eby: BUILDING DEPARTMENT PR 1540 SULLIVAN AVENUE Bldg.Permit# MAY 10 20 644-2511 ext. 230 Date Building Ins ctor _ Application must be printed or typed FEE SCHEDULE Location of Job: 2D— _ I r $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. o g 8 APPLICANT S _ co , APPLICANT ADDRESS q S • ,-� C-�Y: - APPLICANT PHONE# ` �� 2` 7 R �Ow N Sf OWNER `�G� Ij�P..f�U IFe Q' (-,e ck OWNER ADDRESS 2 2 n�i� Kl q S �K t U F, OWNER PHONE 2 \ g ) C = ESTIMATED COST$ ZC)0 y IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ TYPE OF JOB: S p�� R C New Installation ✓A lteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF YSTEM: TYPE OF UILDING: qQMATING RESIDENTIAL C ❑ OMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ TEAM LOW PRESSURE LBET LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER E STING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) \,UQ kit cV6\� \ n % r) o GROSS HEATING CAPACITY(INPUT-BTUH) Q NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION:❑ INSIDE❑OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE a 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 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. � O � `a-� CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT�,"' � DATE (A DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR Apptie`aft is hereby. TOWN BUILDING DEPARTMENT ` PRO 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# 1 loo Dat it Spector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Q Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT APPLICANT ADDRESS `l APPLICANT PHONE# L� C S • Ld -- OWNER 001, OWN SF q< OWNER ADDRESS i 17rOh r i' -e OWNER PHONE L' L o2 `7 C ' ;D ESTIMATED COST$ c7c U �U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ f��sO O�� TYPE OF JOB: CCt R C _New Installation X, Alteration/Addition/Repair Revisod 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? © YES 0 NO aRESIDENTTAL 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY 0 EDUCATIONAL ❑INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD }'�'� SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES O NO NUMBER 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. DESCRIPTION OF WORK I C LTI L r I��'r �►'i For 6Z S e/w o I THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT G a /� �—`zcz DATE C G� APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,Cr 06074(PHONE)9 0-644-2511 EXT. 230 PERMU NUMBER: DEPART AOM DECISION APPLICATION IS HEREBY: ` APPROVED: BLDG.PERMIT NUNMOt IMPBE CIUR LOCATION OF WORK: APPLICANT: OWNER• OF � I ❑NEW BUILDING fm�co T(��U�,��� f T�YI� Lu' NAME J,�,�� '``��h �c��1��LCA- ❑ADDITION Pxorr>:NUM/BR ,� PHONE NUIrBER: , L O OL(Lf - s 16) EXISTING EQ=I iG ADDRESS: 4� a l P4 i F �C L(J 7�� ADDRESS a S uy h Ea„ TYPE OF USE: o RESIDENTIAL ❑CONS9RCLAL PLUSEEM WFOW MATMN: FURTIEeRDENCREr1mN OF WORK: TYPE OF INSTALIA nW.. 10 Cri n yi ec NO.OFTOEXTS: STYLE: NO.OFBATHTUBS: ^;fun '(jn V e YYl� r\� NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET CObeARTMENTS VENTILATED TO OUTER AIR BY WDd30W7 OYES ONO TSTIMATKDCOST: S �Uy SI2S OF WINDOW: SITE OF DUCTS: r SEWER,OR SEPTIC TANK: FEE ENCLOSED:S `f SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT'LS SL00 OVER. (36 CENT EDUCATIONAL FETE 94aMW 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 ORDQJANCES AND STATE OF CONNEC11CUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: G aO �S TYPE: STATE: l /� SIGNATURE OF APPLICANT: DATE: (J 9/_o�6 BUILDING PERMIT STATE OF CONNECTICUT WORKERS'COMPENSATION COM USSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31-286b) Property located at In the town of S(-% L C ��1 Name of building permit applicant: pp C, c k vi, C4 Please check one: 1._I am the owner of the above property. 2.)G I am the sole proprietor of a business. 2A.Name of business �eL-VL461 �S 2B.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. --"'1 intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) Electric# 7LOS 1U APPLICATION FOR BUI�9ING PERMIT Plvintt`As# 22 Stoughton Drive Date: HVAC # rjz;Q G S rinlder# pFINALAPPROVALS F�1)010' SIGN Estimated Cost $ �o�'( Building LETE RED BOXED AREASPermit Fee $ 1 C15Engineering YPE OR PRINT ONLYOccupancy Fee $ u} Eng. Insp. Fee $ Appr. for CO. ON REVERSE SIDE ! Total Fee $ _ I -- -- TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant�A�A�wy,.,, '�-}, Location of WorkY22 v 2hk%A lam- Lot No. Applicant's Address E st SLJ kA2- Or Tel.# JUo &y _Zt 2,g� Town So. I,W,'!,d5o,-- C r • Zip rxecl-Ny Lic.# 5,4(.- 02 Owner K-,0%SA rc,r Architect Owner's Address 2 ZZ 5+e-&q k+0- 1?r'. Architect's Address Zip — Zip--Sq. Ft. New Area: 1st FI. 2nd FI. 3 FI. Total New Area Purpose of this permit ,3 h 23': --- City Wat Well❑ Septic System❑ Sewer$ Ins: HO ^SP Cert. Area Basemcrw, Garage Approved by Date/ �Zrr;er _ Use Grou onstruction Type r Revised W02 1 1� Ii v 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 b9)ding andtsts,Ae is allowed. Signeo I hereby apply for a Certificate of cupanCr the w rk descri ed in this application for the permit Signe/'' DO OT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 03/11/09 Printed by Peart, Dayshell 12 49 04 INSPECTION: 21673 FINAL PERMIT: STATUS APPLICATION: 200801985 LOCATION: 22 STOUGHTON DRIVE SOUTH WINDSOR PROPERTY ID: 86900022 OWNER: FERREIRA KATHLEEN M Q CONTRACTOR: RANDY HECKMAN CONSTRUCT DESCRIPTION: FINISH BASEMENT. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 03/10/09 SCHEDULED: 03/10/09 PM COMPLETED: 03/10/09 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS: RECHECK /C OF 0 FOR RECREATION ROOM ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/11/09 ROSE N/A B001 FOOTING 03/11/09 ROSE N/A B002 FOUNDATION 12/30/08 ROSE PENDING B003 FRAMING (ROUGH) 01/02/09 ROSE PASS B003 FRAMING (ROUGH) 01/02/09 ROSE PASS B004 INSULATION 03/11/09 ROSE N/A B005 FIREPLACE / CHIMNEY 03/11/09 ROSE N/A B006 WOOD / GAS STOVE 03/11/09 ROSE N/A B009 OTHER 02/06/09 ROSE PENDING B010 FINAL 12/30/08 ROSE PASS E003 ELECTRIC ROUGH 12/30/08 ROSE PASS H003 HVAC ROUGH APPLICATION FOR HVAC PERMIT TOWN OF SOUTH VVINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074(PHONE)860•-644-2511 EXT.230 DEPARTMENT'DECISION PERMIT NUMBER: APPLICATION IS HEREBY: APPROVED., BLDG.PERMIT NUMBER: "11 7&.--4 It�- ,-I v— - TE lNSPEC.'Tm LOCATION OF WORK: 99- '" I ht�— ( � APPLICANT: OmTw� TYPE OF STRUCTURE: O NEW BUILDING NAME:ffoWd f lUm�p,f F h � h�1LC NAME: ►` � (f eta f`� ❑ADDITION PHONE NUMBER PHONE NUMBER: O�'a)4"�7 C� [1 E=TwG BLTII.O I nI 7C a �►d-�. ADDRESS:�QD !�C b (�C? �(n i r 1`[ W ADDRESS: 'TYPE OF USE: ldl�Av�cl L7 obds(E W y P RESIDENTIAL ❑COUMERCL4L B'VAC WFORMA11(ft FUlt7TIM DINCILE'f ION OF N'OtK: TYPE OF SYSITIK c EMATING ❑AC EMATING: �,CJc�^n TOTAL BEAT LOSS(BTUII) (HI:AT LASS SHEET REQUIRED) ) � esC((m �C-0 paci w o Y DESCRIBE ALL HEATING EQUIPAENT(INCI,IJIIE MALE AND MODEL NO.): _--__-- ESITMATIOI COST:S AM CONDITIONING: �/ DISIGN TZMP.OUTSIDE 'F INSIDE °F DIFFEIIEN(M I" FEE ENCLOSFA:S �h� TOTAL FEAT GAIN(BTUIQ (BEAT GAIN SHUEI REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE sciEDulre:$Is PER 51,01 OF THE BSTQIIATED COST. ROUND UP TO THE NIXT THOUSAND ONCE THE PROJECT IS SIM OVER. (.X CENT EDUCATIONAL FEE Z UJW.9 AS PART OF THE PERAQf FEE) THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUf BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: S S STATE: C SIGNATURE OF APPLICANT: DATE: G'II9�aL Foundation Assessment Single Family Residence 22 Stoughton Drive South Windsor CT prepared for Kathleen Ferreira c r �[ i Tulis photo by Ralph H.Tulis, P.E. d/b/a Structures Consulting Report date: 20 August 2018, Rev 26Dec2018 Visual examination: 27 June 2018 Cores extracted: N/A OF CONIyF'.,� N M. l Chi CO , ` 4 No.15303 0' �L � +J :9W-�"CENs�� � BUisouth ItS/ NALe 0' dinh Q2fJ�F'v '''OeII110`�' i?t�f1f t Overview. I was asked to look at the foundation concrete for this single family residence and offer my professional opinion regarding its integrity and any possible effects from the potential presence of deleterious aggregate. This home's foundation was constructed in 1991 and was built within the time frame where some concrete has been found to have self-destructing properties due to the presence of high concentrations of a mineral called pyrrhotite. I was asked to examine the foundation and offer an opinion as to the integrity of this particular foundation and the likelihood that the concrete has been contaminated with this mineral. Background. Concrete is a brittle material that does not resist tensile stress to any great degree.This is why any discussion about constructing with concrete starts with the recognition that concrete cracks.As engineers and constructors we attempt to manage how and where cracks will occur.This is commonplace in commercial construction but does not get the attention it deserves in residential and light commercial construction. As such, it is not surprising to find more visible cracks in the various concrete elements of these types of buildings.The typical cracks found usually result from concrete shrinkage,unexpected uneven settlement and improper back-filling timing and/or methods. More often than not, the majority of these kinds of cracks can be tolerated and are seldom of real structural concern. Concrete is typically composed of coarse aggregate(rock), fine aggregate (sand), cement and an appropriate amount of water. Pyrrhotite is a somewhat common mineral found in varying concentrations throughout the Northeast in bedrock and in surface sand and gravel deposits. Trace amounts of pyrrhotite can almost always be found in sand and rock and may never adversely affect concrete. Chemically,pyrrhotite is composed of iron &sulphur in varying ratios. Water and oxygen are necessary components to facilitate the reaction that causes some pyrrhotite to degrade. It is believed that variation in composition of the pyrrhotite correlates with its potential to react when its host rock is used in concrete production (or exposed to the elements). The permeability of the rock is also believed to influence reactive pyrrhotite's behavior in concrete. The effect of pyrrhotite, overly simplified, is that chemical reactions can occur which will produce byproducts that occupy a great volume than the initial 11 Deck combination. This, in effect, expands the concrete - 1 until the tensile stresses that develop crack the surrounding concrete. This reaction is very slow andg g j ' takes place over a varying number years. .i 3 l0 l5 IS-► ~.11 2 s Observations. Basement 14 d I visited the property on 27 June 2018,and proceeded 19 N to examine the visible interior and visible exterior -; o surfaces of the concrete foundation walls.This home 2ol-+ Pam is classified as a 2-story "Colonial" style with a 2I �� �__, 13 semifinished basement. - 22 t, N �- The sketch at the right shows a key plan locating 12 most of the accompanying photos. Front of Nouse a -+ Key to The home sits on a lot that has a predominate full height wall report moderate slope from the Northeast (left) down ------- partial height photos towards the Southwest(right).The home is oriented or frost wall South Windsor CT 22 Stoughton Drive-Built 1991 Page 2 with its ridge more or less perpendicular to the street. There are roof gutters and downspouts to manage rain water falling on the roof. It is not necessary to walk through a extensive explanation of each photo, as they are quite self explanatory. Overall,the concrete likely appeared to be of good quality in its early years. That is no longer the case in some areas. While there are exterior cracks that would normally be considered shrinkage cracks`,some these cracks exhibit the patterns associated with pyrrhotite on both on the exterior and more so on the left rear interior. The interior cracks(photo 4)between the hatchway and the Southeast corner have experienced moisture intrusion as evidenced by the efflorescence'surrounding them. While shrinkage cracks are common,even in quality concrete construction,they can be problematic when they occur in concrete that contains aggregate having some level of reactive pyrrhotite. These cracks more readily allow moisture and oxygen into the interior of the walls'This provides more of the `fuel' that reacts with the pyrrhotite to produce the expansive byproducts causing the cracks. The foundation on the East side that supports the chimney exhibits numerous cracks directly below the brick masonry. One crack in particular has migrated upward into the brick masonry above (photo 21). There is honeycombing' in the foundation at the Southeast corner of the chimney's foundation. Overall, the exterior foundation wall surface shows numerous string trimmer`scars' which suggests a poor quality cement paste. The honeycombing and surface deterioration also was observed under the front porch(photos 12 & 13). Conclusion. There is no doubt that the concrete foundation supporting this home has been adversely affected by the presence of pyrrhotite-bearing aggregate. The cracking patterns observed on both the exterior and interior foundation wall surfaces are consistent with pyrrhotite presence. The deterioration is currently confined to the visible surfaces of the East& South walls,and is not prevalent throughout the surfaces that can be seen,given that a portion of the basement is finished. Compared to other homes of this age,the overall degree of degradation in the affected areas is serious. The foundation appears structural stable at this time,but it is difficult to speculate on how or if this deterioration will progress and affect its future stability. A pyrrhotite affected foundation may have many future years of serviceability remaining,but`serviceability'in this context is defined as its ability to remain structurally stable and capable of supporting the wood-framed structure above. Some foundations,after the initial appearance of the random cracking, have experienced acceleration of the cracks' widths and an increase in the extent of cracking. 1 Shrinkage cracks are not unexpected and by themselves generally pose no threat to the structural integrity of the home. These cracks occur in long sections of concrete because of the minute,natural decrease in volume that occurs as the concrete cures. High watercement ratios can exacerbate this shrinkage,as can rapid moisture loss resulting from too early form removal without employing the use of proper curing methods. ' Efflorescence is a generally light colored deposit formed when water-soluble compounds are brought to the surface by moisture migration through the concrete. The deposits are left behind as the moisture evaporates. This can commonly occur on the interior of the foundation walls along the joint between the floor slab and the walls. 3 Honeycombing is a condition that results in voids left in concrete between coarse aggregates due to inadequate consolidation. Minor surface honeycombing is generally not of concern. South Windsor CT 22 Stoughton Drive-Built 1991 Page 3 For the purposes of filing claim with SFSIC4 and as defined by their criteria as of the date of this report, in my professional opinion this foundation would clearly be rated Severity Class 3. No core sample examination has been done for this foundation. The nature of the visible distress is an adequate indication of the presence of pyrrhotite-bearing aggregate in the concrete. There is no need to incur the expense of core sample examination. Recommendations. It may be possible to introduce measures to help mitigate collateral damage to the wood-framed structure above the foundation. As explained in the Background, the concrete is expanding. This increases the length and height of the walls, and to a small degree the wall thickness. It is this increase in height that can affect the wood-framed structure above. I would recommend at least the following considerations: 1. Moisture and oxygen "feed" the internal reaction. Maintaining the operation of a dehumidifier in the lower level finished space is essential to help keep the environment as dry as possible and possibly slow down the deterioration. Exterior cracks should be caulked (and maintained) as best as is possible to minimize the intrusion of wind-driven rain into the cracks. Gutters and downspouts must be checked and cleaned regularly to insure proper function. In particular, the downspout at the Southeast comer should be connected to an extension to convey storm water as far away from the foundation and hatchway as possible. 2. 1 would recommend that the identified cracks be monitored on a consistent basis,say every 6 months, to observe for increases in crack width and extent,and to watch for new pattern cracks. Cracks should be checked at the same location each time so that changes can be quickly discovered. 3. Given that the foundation walls are expanding due to the slow degradation of the contained pyrrhotite, which tends to increase the height of the concrete walls,one must be on guard for collateral damage to the wood-framed structure above(e.g. drywall cracks,sticking doors or windows,etc.). This dwelling does not have a center support beam under the first floor which helps to minimize the distress that the wood-framed structure will experience. 4. The chimney must be carefully monitored because of its tilt away from the structure. The chimney currently exhibits no separation from the exterior wall of the home. The homeowner should monitor the joint between the brick masonry and the siding for any separation that may occur in the future. If it is found that the pyrrhotite-caused deterioration continues to expand the widths of the cracks and if the cracks spread to currently unaffected areas,an accelerated effort to stabilize or possibly replace the foundation must be considered. See the following photos for my observations and additional comments. DAStructConsu1t\2018\18-087P_CPL P_Ferreira_22StoughtonDr_SWindsor\FdnAssessment_22StoughtonDr_SWindsor 20181226.wpd 4 SFSIC is an acronym for the Connecticut Foundation Solutions Indemnity Company, Inc. This company has been chartered and licensed as a captive insurer to assist the State of Connecticut with the fair and equitable adjustment of homeowner claims resulting from the pyrrhotite-affected home foundations natural disaster. Their website can be found at https:gcrumblingfoundations.org/. South Windsor CT 22 Stoughton Drive-Built 1991 Page 4 Pro'ect 18-087 Structures Consultin b Rai h H. Tulis, P.E. Likely shrinkage crack (see report text & photo 15). South Windsor CT 22 Stoughton Drive Photo 1 Built 1991 Structures Consultin b Rai h H. Tulis P.E. Likely shrinkage crack (see report text) South Windsor CT 22 Stoughton Drive Photo 2 Built 1991 Project 18-087 Structures Consultin by Ralph H. Tulis, P.E. a Pyrrhotite related crack. South Windsor CT 22 Stoughton Drive Photo 3 Built 1991 Pro'ect 18-087 Structures Consultin b Ral h H. Tulis, P.E. Numerous pyrrhotite related cracks - see photos 5 -7. 4 4 s • ; � t t South Windsor CT 22 Stoughton Drive Photo 4 Built 1991 Project 18-087 Structures Consulting by Rai h H. Tulis, P.E. South Windsor CT 22 Stoughton Drive Photo 5 Built 1991 • 4� r g � � '�t F Are• 4 x Ap Irk i * f • ' �. _ R w F ` ire AP z � � Y Project 18-087 Structures Consulting by Ralph H. Tulis P.E. c � f ,� Ir i a Rather obvious - Numerous pyrrhotite s related cracks. h ti 4 i South Windsor CT 22 Stoughton Drive Photo 8 Built 1991 Pro'ect 18-087 Structures Consultin b Rai h H. Tulis, P.E. K ' R Rather obvious - Numerous pyrrhotite related cracks. South Windsor CT 22 Stoughton Drive Photo 9 Built 1991 07 Structures Consultin b Rai h H. Tulis P.E. �r 'S While this likely started as a shrinkage crack, as it migrated downward the expansive effects of pyrrhotite took over. F South Windsor CT 22 Stoughton Drive y Photo 10 Built 1991 Pro'ect 18-087 Structures Consultin b Rai h H. Tulis, P.E. While this likely started as a s shrinkage crack, as it migrated downward the expansive effects of pyrrhotite took over. YFIFq L� r r r i South Windsor CT 22 Stoughton Drive Photo 11 Built 1991 Pro'ect 18-087 Structures Consult inq by Ralph H. Tulis P.E. u; g ,y x Poor quality cement paste that has weathered away. Possibly related to too much added water at time of concrete placement. South Windsor CT 22 Stoughton Drive Photo 12 Built 1991 Pro'ect 18-087 Structures Consultin b Ral h H. Tulis P.E. a.» My + t t�1 V i Pyirhutite related cracks and poor quality cement paste that has weathered away. ' South Windsor CT 22 Stoughton Drive P1, o 13 Built 1991 Pro'ect 18-087 Structures Consultingb Ralph H. Tulis, P.E. This likely started as a shrinkage crack. However, this one cannot be examined from the inside. Given what can be examined on the interior, it becomes less likely to remain as a simple shrinkage crack. .J South Windsor CT 22 Stoughton Drive Photo 14 Built 1991 Project 18-087 Stroctures Consultin b Rai h H. Tulis, P.E. �N. This likely started as a shrinkage crack. However, given its propensity to progress more horizontally, it becomes suspect. South Windsor CT 22 Stoughton Drive Photo 15 Built 1991 Project 18-087 Structures Consulting b Rai h H. Tulis, P.E. i` ,3 4 This may just be a shrinkage crack. For now. If enough pyrrhotite exists in this portion of the wall, what may be found below grade would be much different. h- South Windsor CT 22 Stoughton Drive Photo 16 Built 1991 Project 18-087 Structures Consultin b / Rai h H. Tulis, P.E. f� 9 l R 7 Numerous pyrrhotite related cracks. South Windsor CT 22 Stoughton Drive Photo 17 Built 1991 Project 18-087 Structures Consulting by Ralph H. Tulis, P.E. This likely started as a shrinkage crack. However. " given what can be seen on the interior, it likely will f be found to have propagated into numerous 'map' f y or 'spider' cracks below grade. � s �7 -� _j�waf.- -�a9r'j,•• o-r �.. ' � ' : " .fix � a. P � ` Note the poor quality of the cement paste evident from the numerous string trimmer scars. ` South Windsor CT 22 Stoughton Drive Photo 18 Built 1991 Project 18-087 Structures Consulting b Ral h H. Tulis, P.E. Note the poor quality of the surface finish. It is hard to judge if this is due to workmanship or simply poor _ A quality cement past that as weathered away. IV Y r 1 '\`^ r �• Fill ,`�` � '� � { `�: r 9 , V -1 Numerous pyrrhotite related cracks. r , South Windsor CT 22 Stoughton Drive Photo 19 Built 1991 Pro'ect 18-087 Structures Consulting by Rai h H. Tulis, P.E. Note the poor quality of the surface finish. It is hard to judge if this is due to workmanship or simply poor ' quality cement past that as weathered away. - l � •� - mot/ _ - 61 ` . ram../+ - "7,e-►. "' - X __ ,p r ..• ^ � /4' 1�' � � <�. `...� -ems;,.,' `��.' The honeyk.ombing may r. have resulted from poor Numerous pyrrhotite consolidation or weak related cracks. cement paste or both. r 4 - South Windsor CT 22 Stoughton Drive Photo 20 Built 1991 �� • •. • • a I �{- r>•,� t•� f Gvx • t 1 gr , .,y � .l'�s� t �, t� r .♦ilea *� w, ! + •�•'`1♦t y1I 'firms ��, r.. related is W i v. +MA♦rl yg , 0 3L Ago Numerous pyrrhotite -r• '1.;. �. /v �. -r�.r / y ..ate 1 , 4VI �` lr�' .^• related cracks. 1. _fit 7r \ 1 ,-fro�,°.. "�'J".�,� �i'',�_ /--'�=� �_ _ ,.�` ; �_I/.�,,�(• �•\, .. _.�,,,�-� Electric # APPLICATION FOR B IL ING PERMIT Plumbing# HVAC# Date: 1 I IVLyZV Sprinkler# Estimated Cost $-A Itwo o FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.for CO. 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 t s Luc Location of Work S n Lot No. Applicant's Address Z•y Muscin LG►NL Tel # 5(ho-CIA- rho Town S041e�er5 C•T Zip ObV'l1 Lic.# OGM67_71% Owner k%M&\tZV% V It Architect Owner's Address Z.Z. S�aA,46AU^ 'Or'• Architect's Address C..%X. C.T Zip 06074 Zip Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area t Purpose of this permit i�_C2 Q C.nl,j \rS n City Water :d Well 0 Septic System ] Sewer Ins: HO SP Cert. Area Basement Garage Approved by « 1� �a4.�_ Dated Use Group Construction Type Rewsed 1108 I hereby agree to conform to all the requirements of the s of th ate of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building In of Iterati the plans or specifications of the Building for which this permit is asked,and agree that this building is to b o e r er distance from all street lines,side yard lines,and required distances from all other zones and is located in w is i and i use is allowed. Signed I hereby apply for a Certificate of Occ n ork cri bed in this application for the permit. Signed _ DO NOT RITE BELOW THIS LINE INSPECTION COMMENTS 202000571 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF COMPLETION DATE: 09/30/2020 FEE: GIS ID: 86900022 ZONE: MUNIS APPLICATION# 202000127 THIS IS TO CERTIFY THAT 22 STOUGHTON DRIVE UNDER APPLICATION NUMBER 202000127 CONFORMS SUBSTANTIALLY TO,THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY REPLACE CRUMBLING FOUNDATION SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/14/2021 9:57 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY r INSPECTION FIELD SHEET O1/14/21 Printed by Middleton, Morgan 09 57 40 INSPECTION: 126302 FINAL PERMIT: STATUS: APPLICATION: 202000127 LOC: 22 STOUGHTON DRIVE SOUTH WINDSOR PROPERTY ID: 86900022 OWNER: FERREIRA KATHLEEN M Q CONTRACTOR: REQUEST BY: PROJ DESC: REPLACE CRUMBLING FOUNDATION WORK ORDER: INSPECTOR: WEAR RESULT: PASS REQUESTED: 09/24/20 PRIORITY: SCHEDULED: 09/24/20 COMPLETED: 09/24/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: Electric permit in VPC ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/11/20 WEAR PASS B001 FOOTING 06/16/20 WEAR PASS B002 FOUNDATION REBAR 06/19/20 WEAR PASS B002 FOUNDATION * Dampproofing & Footing Drains - OK 07/10/20 WEAR PASS P002 PLUMBING UNDERGROUND * UG Plumbing in slab water test - OK