Loading...
HomeMy WebLinkAbout185 WHEELER RD APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT %074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER:/�f(ER: APPLICATION REBY: I PRO BLDG. PERMIT NUMBER: DATE INJECTOR LOCATION OF WORK: GV//EPIC- G4 APPLICANT: OWNER: TYPE OF STRUCTURE: /y��,Lv� !EW BUILDING NAM E: `1/�L��7L I� QJ L NAME: I.4 F /��y/7'�T�C�i L LL ❑ADDITION PHONE NUMBER: RW " Cb S'-017 0 PHONE NUMBER: _ ❑EXISTING BUILDING ADDRESS: /7.5 e Ifv" /4yU ADDRESS: 5� TYPE OF USE: RESIDENTIAL ❑COMIvIERCIAI ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: _ ESTIMATED COST:S Z/ NUMBER OF SWITCHES: i7 / cv NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: NUMBER OF POWER CIRCUITS: FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS S1.00 OVER (26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: / STATE: SIGNATURE OF APPLICANT: DATE: WN V' F- LL E >� 0 i i u O LEGEND �`� 0iz �cgRRy �� OXOm � c O EXISTING DESCRIPTION sF Fah / CO - y O n LIP, co W \y ,q y�0 Q m U cD c0 rn C F- \ LL0 NNE BORINGS \I sTocRy / \. N a 0 0 0 n x BORING TEST PIT LOCATION j�@l p co ao c i oa / ao N v � � ?� N W Q O J i 0 Z COMMUNICATION / as oo9L P( i J cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) �i sM rH O °'fa — cx— — — cx— APPROX. UNDERGROUND COMMUNICATION LINES / G SITE - y co � W J CONTROL POINTS Z �w BENCHMARK O W CC DOMESTIC WATER Rogo / �. LL L J APPROX. WATER MAIN _ Iw LL Z_ �f4sgvr - - - wsx - - - wsx - APPROX. WATER SERVICE , W F © 4�i//WATER VALVE 3r/ ja cn- FIRE HYDRANT LIGHTING POLE MOUNTED LIGHT NATURAL GASy �� €�° LOCATION PLAN - - - cx— - - cx— APPROX. GAS MAIN a o NQ 1 =1000 - - - csx - - - csx - APPROX. GAS SERVICE LINE POWER EOx ELECTRICAL LINES, OVERHEAD -, x Eux - - - Eux APPROX. ELECTRICAL LINES, UNDERGROUND I 2k � y co-3 UTILITY POLE PROPERTY k LINE 5 PROPERTY ' � x EASEMENT LINE / �h f SMH 0 IRON PIPE TF=J106.90' I-- 0 IRON ROD IN� 98 19' f/ 1. PROPERTY IS IN THE R-20 ZONE. 0 < U 2. PARCEL CONTAINS 20,310 SQUARE FEET OR 0.466 ACRES. -j 0 0 MONUMENT 3. HORIZONTAL DA TUM IS BASED ON NAD27. VERTICAL DA TUM IS BASED ON Q 0 ROADS / NAV029. O m N ' �- 4. PROPERTY IS LOCATED IN FLOOD ZONE ' AND DOES NOT FALL WITHIN p v- Lu Q N Lu GUARD RAIL I f / THE LIMITS OF A SPEC/AL FLOOD HAZARD ZONE AS DEPICTED ON: 'FIRM �j Z f FLOOD INSURANCE RATE MAP NUMBER 0900JCOJ87F TOWN OF SOUTH d LLI LLI �i 0 �- OR SIGN R. 1 IN ( / / WINDSOR, CONNECTICUT EFFECTIVE DATE.• 9-26-08 FEDERAL EMERGENCY Lu f- _ SITE FEATURES f MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. n Q 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED Z) EDGE OF WATER f AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD NSF I / I MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR —x x x x— BARBED WIRE FENCE j PAUL D. & GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER CHAIN LINK FENCE SOPHIE H. CESTARI I f / SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMATE IN #195 WHEELER ROAD NA TURF. ADDITIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE SITE, RAIL FENCE / t LOT#3 J THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. o } k / THE SIZE, L OCA TION AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE G N m m o STOCKADE FENCE x105.3 / / I FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR o C ,n N a w c7 WIRE FENCE l � � Q j f � / TO CONSTRUCTION. a o o c'o o i o m LAND OF / J 6. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND STONE WALL K F PROPER7ES, LLC >>•6, �� -i lQ I f' / UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF \#185 WHEELER ROAD / 38, / 1 CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. 0 OR TREE LOT#2 /r9 CB' V f l h TF=108.15 TREE LINE i' INV=101.1' (E) l SANITARY SEWER O� \ % INV=101.1' (4" W) l4-Q if I � IV - - - sx- - - sx- APPROX. SANITARY SEWER MAIN' o� '01 -- 1 i f r V u - - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE \p� \ x108.2 / l % Qcvj j �h / Q U LU "REDFIELD" / a� i AC UNIT / I i l 0 Z 0SANITARY SEWER MANHOLE A PLANNED n� _ RESIDEN77AL COMMUNITY �fj STORM SEWER �' � '�¢ � �, � _ xloa.s � � CB � � � �� O S3• _ --- APPROX. STORM DRAIN PIPE WOOD l O �`-.� I/ cN, TF=108.12 / W �in w U 0Q STORM DRAIN MANHOLE DECK COVERED \ Gx ,,, / /� 1NV100.T (W & S) Lu EXISTING J CONC. PATIO - - '� i R �Xo / INV=100.6' (N) _ ® CURB INLET I >> CHAIN LINK EXISTING HOUSE a o CONC. V O 0 /� h F.F.=113.04' ti WALK x1os3 V ;Q Ov ( " �❑ CATCH BASIN FENCE p p T.W.=111.88' `� TOPOGRAPHY N162�39 E / J 00 _ - - - / G.F.=111.14' < <A xlos.s '� ;/ lj �k 26.50' W 0# _ - - - - -9,5— - CONTOUR ` ROOF PEAK= � l! t- _ W V X 61.95 SPOT ELEVATION 136.57' '- O l WETLANDS ti \ / HATCHWAY � \ \ x10s/4PQ� /�l /rj cn n WETLANDS LINE ` ` + 0 /��� -107- / ^� i \ Q m — 23S CONC. ti t ,'b Q AR. 1 IN� � ` / f � LANDING x o.32� � (�V Q J ��� \. I 1 o A-87550 BIT. DRI VE x v =ss sx-o � / \� - �P i , x � j/ / , R=225.00' l f j; j JI L=32.45' l s)136,` s80. 110p G�� IJV lJ J 1 J 420 :3534 E 32.42 03, �� \ x 5 110 40 �x� 1429.72 110.47 �/ INV=100.2± \ MAP REFERENCES.- (� ao /�lIF 110.s9 / t h '�/ /% K F PROPERRES, LLC u, 10.6 11 62 .1, z 175 WHEELER ROAD / i (�v 1. PROPERTY SURVEY PLOT PLAN SUBDIVISION PLAN RESURVEY PREPARED '# EXISTING I / FOR WHEELER ES TA TES SUBDI VISION & WHEELER ES TA TES SENIOR 0 LOT#1 STOCKADE i, T "\S / �x // /j� N244329E RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH WINDSOR, (n FENCE y s I 1 /! 4741' �v CT BY DESIGN PROFESSIONALS INC. DATED: 6-9-00 REV. TO 12-5-00 0 2. CL&P EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE uj �Q c) CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF K.F. 111 �V/A� f / / JO PROPERTIES, LLC WHEELER ES TA TES SUBDI VISION & WHEELER ES TA TES /(�, SENIOR RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH cli WINDSOR, CT BY.' DESIGN PROFESSIONALS INC. DATED: 2-22-2001 SCALE.• o ���� F J/ / 0�Cw J. RECORD AS-BOIL T PREPARED FOR WHEELER ESTATES SOUTH WINDSOR, c� 0 / �0 ��P CONNECTICUT BY. DESIGN PROFESSIONALS INC. DA TED: 112-22-03 REV. 12-8-03 SCALE 1"-40' lJ /o CB TF=109.97 W INV=105.4% Q 1 I /SMH / I / i TF=110.58' p / IN V=100.72' z SURVEY N07ES• THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF c 0. CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE o 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE / STA TE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIA 770N OF LAND W N / SURVEYORS, INC. ON AUGUST 29, 2019. CC uj • TYPE OF SURVEY IS A PROPERTY& TOPOGRAPHIC SURVEY AND IS INTENDED W TO DEPICT THE LOCATION OF EXISTING CONVI77ONS RELA77VE TO PROPERTY V b / / LINES. O O rn o • THIS IS A RESURVEY BASED ON MAP REFERENCE#1. 'y,r O .� Y. o c . HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VER77CAL ACCURACY a Q MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEETS CLASS 1--2 0 J N STANDARDS. U e TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTEDLO HEREON. SHEET LO 0 o 1eZ4�� 16766 V�l 6 BARRY . CLARKE, L.S. LIC. NO u. 20 r W I� V I- u- E LEGEND <fr ' \ - ' ' V ��gRRr / 0 !A 1 C 0 EXISTING DESCRIPTION ��� gy�000 gRo�KNF�� D�. p` �00 0 ^ n o > �-1' F- / LL O V o� F v", t� Sr �\ W�. Q'NNv�- MW BORINGS ° 000 ° Tp BORING / TEST PIT LOCATION cR 9'F��° N co 00 c o o ao COMMUNICATIONao $+o P�� z z W ox OVERHEAD COMM. LINES (CABLE, TEL, ETC.) i / I O ; d o M — — — ox— — — ox— APPROX. UNDERGROUND COMMUNICATION LINES s T H G CONTROL POINTS �Pe� �S I T U) W J BENCHMARK 13 a W to DOMESTIC WATER Rogo = O v O - - - - - - WX- APPROX. WATER MAIN a a - - - Wsx- - - wsx- APPROX. WATER SERVICE ��l 'SQror I-a © WATER VALVE �q<<er �r"� O > FIRE HYDRANT ROAD LIGHTING X POLE MOUNTED LIGHT NATURAL GAS - - - Gx- - - Gx- APPROX. GAS MAIN g LOCATION PLAN h � T� - - - - Gsx - - - Gsx - APPROX. GAS SERVICE LINE o 9 POWER E0x ELECTRICAL LINES, OVERHEAD - - - EUx - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND o CO-) UTILITY POLE / �" _ PROPERTY g - - PROPERTY LINE $ EASEMENT LINE 0 IRON PIPE i SMH 0 IRON ROD / TF=106.90' j � lN�=98.19' l NO TES- U 1 1. PROPERTY IS IN THE R-20 ZONE. O Q MONUMENT k 2. PARCEL CONTAINS 20,310 SQUARE FEET OR 0.466 ACRES -► 0 / J. HORIZONTAL DATUM IS BASED ON NAD27. VERTICAL DATUM IS BASED ON Q 0 ROADS l f l NAV029. GUARD RAIL / / / 4. PROPERTY IS LOCATED IN FLOOD ZONE ':Y" AND DOES NOT FALL WITHIN 0 LL m W N / THE LIMITS OF A SPECIAL FLOOD HAZARD ZONE AS DEPICTED ON: 'FIRM Lu Q� �- OR �- SIGN R. 1 /N l FLOOD INSURANCE RATE MAP NUMBER 09003C0387F TOWN OF SOUTH < W W l / WINDSOR, CONNECTICUT EFFECTI VE DATE.• 9-26-08 FEDERAL EMERGENCY Lu SITE FEATURES l MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. 0- Q EDGE OF WATER N/F 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED j AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD LO —x x x x— BARBED WIRE FENCE PAUL D. & I l MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR — CHAIN LINK FENCE ' SOPHIE H. CESTARI GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER #195 WHEELER ROAD �x / SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN RAIL FENCE / I LOT#3 l NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE S1TE, J / THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. o STOCKADE FENCE / x1053 / / f �,# / THE SIZE, LOCH TION AND EXISTENCE OF ALL SUCH FEA TURES MUST BE Z 0 m 41 FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR w w N 3 V c7 WIRE FENCE LAND OF ' Q r I / TO CONSTRUCTION. a 0 Es co o i o m u � STONE WALL � K F PROPERTIES, LLC 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND#185 WHEELER ROAD UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF 623y� OR TREE \ LOT#2 \ �/ 1g CB /' / l lj / / CONSTRUCTION. 1-800-922-4455 OR WWW.CBYD.COM. TREE LINE \ � TF=108.15 l \ ' INV=101.1' (E) SANITARY SEWER p a p \ / N• INV=101.1' (4" W) �k / Q — — — sx— — — sx— APPROX. SANITARY SEWER MAIN / ��o \o� /� / '01 l w 1/ / / IV / W U — — — ssx — — — ssx — APPROX. SANITARY SEWER SERVICE LINE " " �Q� \ x1o8.2 / l �ji �# p� / ~ Os SANITARY SEWER MANHOLE REDF/ELD / a \ Q A PLANNED hh I r r AC UNIT �\ O' / ' a < W STORM SEWER RESIDENTIAL COMMUNITY > - ,? ,' 0 Z l 353 - x108.9 / e N a APPROX. STORM DRAIN PIPE WOOD r JJ. TF=108.12 / #• �w O 0 STORM DRAIN MANHOLE DECK COVERED GX 1 ry 1 S O CONC. PA T/O - -� '< - l / q a = E' INV=100.7' (W & S) W QJ � INV=100.6' N LU ® CURB INLET CHAIN LINK EXISTING ' _ 'moo CONC. `�� �'l/ l `l I O Lu= O EXISTING HOUSE v s V ❑o CATCH BASIN FENCE /� h F.F.=113.04' ry "\ WALK �� Oe // O W 0 TOPOGRAPHY x109.3 T cv T.W.=11>.88' ® V �� [� N16 2 '39"E / J J c 3 - - - - -95-- - - - - CONTOUR / \ G.F.=111.14' 1 �' y 11 26.50' o, ROOF PEAK= x 109 I // f W O 2 X 61.95 SPOT ELEVATION \ O / 0 / C� WETLANDS \\ / HATCHWAY ' 1 \` x10914 Q� j JJ 1J l = W WETLANDS LINE 6 z3 CONC. 1.R. 1 /N ` s LANDING ti x 0.32� re N -2 0, co �� o +.� =875 50 G0 cz 20.8• BIT. x DRI VE �� ._ u - $ sx.._.�: /�' � I R=225.00, L=32.45' l 110' "�G 11 / 1 LC=N20 J5'34"E 4V o �3s?� ♦ �� �° J k 32.42' N F o x110. 1 /Q / / 109.72 N/F Ux - ` 110.6s / 110.47 { ,�lJ // IN t/ 00.2 f MAP REFERENCES- V) K F PROPERES LLC - O !� Z 175 WHEELER ROAD i 0 1. PROPERTY SURVEY PLOT PLAN SUBDIVIS/ON PLAN RESURVEY PREPARED # LOT#1 EXISTING /r /;! �� FOR WHEELER ES TA TES SUBDI VISION & WHEELER ES TA TES SENIOR O_ N STOCKADE T �S • " m / " JJ N244329 E RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH WINDSOR, V) � FENCE � i � � � !� J/ / � 47.41' ��,. CT BY DESIGN PROFESSIONALS INC. DA TED.• 6-9-00 REV. TO 12-5-00 � / ��/70 2. CL&P EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF K.F. LU PROPERTIES, LLC WHEELER ESTATES SUBDIVISION & WHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH WINDSOR, CT BY DESIGN PROFESSIONALS INC. DA TED: 2-22-2001 SCALE- 0 ``�� S j l �� 1'_40'RECORD 3 _ T PREPAREDESTATES T CONNECTICUT BY DESIGN INCC.PROFESSIONALS INDATED SOUTH WINDSOR,112 22 03 REV. �� / / 12 8-03 SCALE 1" 40' 2 CB '' / TF=109.97 � / INV-105.4 j' F- SMH TF=110.58' INV=100.72'/ O o 3 SURVEY NO TES: o / / THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF c Np CONNECACUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE N / / "STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE U) STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND '0 c� / SURVEYORS, INC. ON AUGUST 29, 2019. a/ uj N • TYPE OF SURVEY IS A PROPERTY& TOPOGRAPHIC SURVEY AND IS INTENDED Y• /YR/ TO DEPICT THE LOCA 7708 OF EXISTING CONDITIONS RELA TI VE TO PROPERTY W V o LO I / LINES. /O 2 • THIS IS A RESURVEY BASED ON MAP REFERENCE/I. O Y. U) Y.a O 0 HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. l/ERTICAL ACCURACY T MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 La b STANDARD U S. n N rn TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBS TANT/ALL Y CORRECT AS NOTED 0HEREON. SHEET i V 16766 V—1 SARIFY D. CLARKE, L.S LIC. NO.. as q6,_o„ I � — - — - - — — — — — — — — — — I 13'-10" T-T 5-0„ I o I I I I I I O - I o Ico I I coI I� I I I I o I ' o T-g" I r - I00 � I I I I i I IJNEX VATED uI I I I I I I 2"x10" FLOOR JOIST I - I �n I _ ' _ _ _ _ _ 16"_O.C. _ _ _ _ _ I _ _ _ I ' I I I N _� DOUBLE FLOOR JOIST � I - _ 2"x10" FLOOR JOIST GAR=111.0 I ► 12" O.C. I I TOW=111.57s I 15-10" I I O cc I I 0 I I (2) q 1/2" LAM. BEAM I I — - - - - - - - - - - — — — — — I — I CD I i I I I �Q f�DOUBLE FLOOR JOIST 00 i I 5'-7' I q'-y" i o u i n I I I i - - - - - - - - - - --� ' -- FF=113.0 I I Q 00 I I __ I T IR OFENIIG i - I I I Lu I I UP i o i TOW=111.875 _ BF=10Ll.2 DOUBLE FLOOR JOIST DOUBLE FLOOR JOIST I (2) q 12" LAM BEAM --- _ _ - -.- _.-._ _ I I 2"Y10" FLOOR JOIST I 1 0 2"x10" FLOOR JOIST I I� I I I I 16" O.C. I I o0 12" O.C. I Icv g 1 I I i i I I o I I - - - - I i _ _i _ ► I 00 I I I I I FF = 106.5 TFW = 105.51 I FBF = 97.5 I I I I 10" I d O I I � A, I I o - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — 20,_0„ 15_0„ SCALE D a'-o" FOUNDATION NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO PLAN WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS Al 185 WHEELER ROAD 175 WHEELER ROAD NHC- 15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 _OI. D 20'_0" 24'-0" I- — - - — — — — — — — — — — — — - - - 1ST FLR. 1527 SQ. FT. I - - 6 x ° O.H. DOOK i i /-INV F-LIB. II / I N I E30NI__IS T9 SQ. FT. o p ELOPE o u I TOTAL. 3122 SQ. FT. �- (�I I o S—�:: — — -0 - - - - - - 12- - I N 2615 AWNING 24113 AWNING � I I - ---------- 3 1/2" LALLY TILE 7'-10" 15 _S I I I I- � COLUMN— r- -I b _ T E I I I I DOUBLE FLOOR JOIST I= T T -� G TIL 2"x10" FLOOR JOIST I� __ L (2) 9 1/2" LAM BEAM 2/6X6/6 16' X 7' C.H. DOOR I o TILE O 16" O.C. I I I I 'j UNEYCAVATED O -I I I i I MASTER SUITE 1 GA =111.0 I r I N (� � `' �- OAK FLOOR n I 3 L CAR GAP\AC E MASTER I I i o I BATH 1 - 6 o i'4/OX6/6� DOUBLE FLOOR JOIST I i; i SOUND PROOFING m ; _ _ _ DOUBLE DOORS_ _ _ <I I x SLOPE LIN. 2/8X6/S I i N E (i BOOKS ( ID_ VENT Ic�t -I I V2/6Y6/6 GAS 2/6 6/6FIRE PLACELo '-11' 9'-9 1/2" T_9 1/2" 2 11"� p OAK FLOOR " o E o 9'-I CEILING I HEIGHT n O I I = UP z'axc'R o L 10 ----- ------- nn �s 11'-0" 5"-9" 5_311 `I' � L. DOUBLE FL00R ,JOIST— 0 0'"` `� � r, I GRACE I- - V I ROOM o o I m 0 0 (2) 9 1/2" LAM. GIRDER I� TILE — — — — — — — — — a- I� OPEN TO ABO E ❑ 4/OX6/8 ® BASE CABINETS 'I'll p I lu ? I O \� 03 TILE III I m I o0 ,I 2/2X6/6 i DU L2/6Y6/=6 0 ❑ (� cat — — — _"I oo p UP I tt N 5' 10 /2" I 24" x 46" SKYLIGHT 10'-0" I o I 0 2/6X6/6 rn I OPEN TO ABOVE ^ I I (2) 9 1/2" LAM. GIRDER 3/OX6/ 710 � - 2"xlO" FLOOR JOIST ❑ w FF=113 OAK FLOOR .0 I -1 16" O.C. 3/ox6/6 (� I FRENCH DOOR 2 ­3 5/4X6/6 \y I 7._OII (3) SHELVES OAK FLOOR LU O "i _0" Lf) o PANTRY 2/Ox6/6 KITCHEN Q (3) SHELVES 101 I 6� _ DINING £ ' tn- FRENCH DOOR o f I I ;� u i 'Lun lb -� 3/0-6/6 `y = 1 OAK FLOOR a I J I� n� 2"X10" FLOOR JOIST = I of EXACT LOCATION OF I Y o Q O 16" O.C. '-- � WINDOWS TO BE DETERMINED o z R i 0 w I BY FINAL CABINET DESIGN Ln o Q co Ln 19'-9 1/2" I A 9 O � I I I— o- -- -- --- - - -- (� ---- - ----- ---- --' I f co I DRAWN BYIJALTER KE — — — — — — — — — DH — — — — — — — — — — — — — — — — — SCALE L D 1ST FLOOR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS A2 185 WHEELER ROAD 175 WHEELER ROAD NHC- 15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1- 17-20 r — - - — — — — — — — — — — — — — — — — I 1 A I i—) t—I 17 11'7/ r- rl r T I /—IN 1J r L-N 11 C� �. r I . BONUS T9 SQ. FT. o o UNFINISHED 1 cat ATTIC STORAGE `b I � — I 11'-0" 3'-2� 4,-0,- --lO" — — — — — — — — — — — — — — — —ROOF LINE � I \ _ 1 \ Q \ILE I u SLOPED CEI INO \ 0 —SLOPED CEILING I 2/6X6/6 " SHOWER 100 — (2) 2"X6" CEILING 1 I I V S R // \ JOIST HiAODE� I`r 1012' 6' 1 = 5/OY6/6 2ND I / ; BEDROOM 4 N ILr) U I I o \ / Olu I I I 0 2"r6" CEILING JOIST 24" O.C. 2/4r6/6 ° Q \ BATS I i / i _� OAK FLOOR n 1 ul 0 2"X6" RAFTER 24" O.C. BAT OOM ° \ TILE I IF I — � 2/bcl6 z/6x6/6 " O oX TILE I I1II o 6- ROOM 0� 2/66/6 wUOPTIONALCARPET OR �t 5 I OAK FLOOR O / i[rM z_ — — — — — — — 3TEP DOWN 1� SLOPED OAK FL001� = I N o CEILING 2/6X6� I OAK FLOOR T 01 iuinninniui 22"X3 ' \ ATTIC ACCE�S I ; O BEDROOM 3 n I 24" x 46" SKYLIGHT O O INEN I I 1 16'-2" 3'-10" zlbxcl6 1`1 s/oxb� i cat co JLn I — � / 22"XJC' i i -'�'"`'�`�' S OPED CEILING GARA ROOF ATTIC ACCESS i i I _ _ _ FOF V i i I 1 / N; 5/ X6/6 2,_,�„ 3,jq„ 10,_0„ I I �I I � (2) 2"X6" B AM no�ni w I I I Z JOIST HEADER Ur OAK FLOOR I O TO u. _ 0 BELOW i 0 co 6'-1" CEILING HEIGHT j 24" x 46" SKYLIGHT I I I I DOWN 2"X12" RAFTER 24" O.C. swp,D 6EILlNG- - - J o I PORCH 1 W To FOYER 60 1 ROOF 1 LL F (2) 2"X6" CEILING j 1 LM6/6 1 1 0 Ln JOIST HEADER OPEN TO BELOW i 1 12"X6" RAFTER 24" O.C. 1 1 / (2) 2"X6" CEILING / JOIST HEADER IT 22"YX' 1 ' OAK FLOOR j I� I n ATT C ACCESS W.I.C. 1 2/6X6/6 O ; p u I 1 I OAK FLOOR ; 0 i N_ IJOOF LINE TILE� L AS EB R �WII IIII TLL� � _r 0'N- I — O Q 1 Lu ROOF 7'-2' �' u1 I >c I 6'-0" TILE �'-1" 1 1-I -0 v I- Q i o 2/GX6/6 i I00 n O n 2/2X6/6 \ i 100 72" j 1 616AW/14ING 261 AWNING 261 3AWNIk DRAWN BY WALTER KEBALO I �— — ROOF LINE 11,_0" 8,_O„ 27'-0„ 7 SCALE 2ND FLOOR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS A�) 185 WHEELER ROAD 175 WHEELER ROAD NHC- 15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1- 17-20 O O C\2 � E-- Qo ll-1 F4 Lo ( ) Z nN rlA W u ulj ASPHALT c mr i rS I 2 O ICE 4 WATER AT EVES AND VALLEYS ROOFING UNDERLAYMENT 9 D 12 2"YC CEILING JOIST 24" O.C. 1/2" EXTERIOR PLYWOOD 9 R49 FIBERGLASS INSULATION 2"X8" RAFTERS 24" O.C. 1/2 GYPSUM WALL BOARD R21GLASS FOAM INSULATION BOARD INSULATION 2" R O o Q 1/2" GYPSUM WALL BOARD co 5� (2) 2"X10" HEADER \\\\\ Ij 2ND FLOOR r� 10 I/2" (2) 2"X6" TOP PLATE Lo ~ 772"YIO" T4G SUBFLOOR 2"X6" STUDS 24" O.C. w w� O 2"XIO" FLOOR JOIST 16" O.C. FLOOR JOIST 16" O.C. 2"X6" BOTTOM PLATE Q w ri co MID SPAN BLOCKING SPAN BLOCKING P21 FIBERGLASS INSULATION WITH VAPOR BARRIER 1/2" OSB EXTERIOR SHEATHING R49 FIBERGLASS INSULATION GYPSUM WALL BOARD TYVEK HOUSE WRAP 1/2" GYPSUM WALL BOARD VINYL SIDING 1/2" GYPSUM WALL BOARD \ w i 1/2" X 12" GALV. ANCHOR BOLTS 5' O.C. p— TREATED 2"YV SILL PLATE h (\ w Q 1ST FLOOR 3/9" T1G SUBFLOOR Q U nip."s 2"XIO" FLOOR JOIST 12" O.C. FLASHING O 2"X8" LEDGER BOARD X MID SPAN BLOCKING 2"X8" JOIST 16' O.C. (3) 2"X10 w n� } P30 FIBERGLASS INSULATION BATTS [- " BEAM I� - - - - - - - - - - O C'XC' POST d O c, (2) 9 1/2 LAM. BEAM COMPOSITE DECKING kt ANCHOR B 3 1/2" LALLY COLUMN OLTS 5' O.C. I' FROM CORN S g : 2"X2" BALUSTERS 10" CONCRETE FOUNDATION WALL 300 PSI s 12" FLARED CONCRETE PIER W co Q 1:65 ;.fl z N Y 10"X20" CONCRETE FOOTING 3000 PSI 1/IL CONCRETE SLAB 3500 PSI � ALL TREADED LUMBERS MIL VAPOR BARRIER wi 4" FOOTING DRAIN CONNECT TO STORM SEWER 6" COMPACTED GRAVEL ;-ii ADD JOIST HANGERS-� �y W i:t:' BRACKETS AND t CONNECTORS AS O `y<„ NEEDED I�-I prn: — — — — — — — — — — — r` ,,i - - ,ea - - - - - - - - - - - - �` p FJ—I FRAMING AND OUTDOOR DECK DETAILS W Lo SECTION A-A CC) 0 1 Q z O_ < z I— U < Lu QC Ln LL 0 o C\2 u-I Lo U oo Ew-I E- 2"XG" CEILING JOIST 24" O.C. (Z)ASPHALT SHINGLES P49 FIBERGLASS INSULATION �I ICE t WATER AT EVES AND VALLEYS 1/2 ROOFING UNDER GYPSUM WALL BOARD ✓ 0 RLAYMENT 1/2" EXTERIOR PLYWOOD 12 ;'' Q9 NN� Qo 2"X8" RAFTERS 29" O.C. 3 3/4 ' (3) 2"Xl0" HEADER I-t� R21 FIBERGLASS INSULATION BATTS 12) 2"XIO" HEADER Imo• O E— 2" RIO FOAM BOARD INSULATION _ _ Q 1/2" GYPSUM WALL BOARD Q - - — — — — — — — — - - N i' ll-9 1/2 ASPHALT SHINGLES Q v —BONUS'R9gM CEILING ICE ! WATER AT EVES AND VALLEYS E—I N Co ROOFING UNDERLAYMENT 1--I 1/2" EXTERIOR PLYWOOD C;� W Q p POST 4 2"X12" RAFTER 24" O.C. I� Z 30 BALUSTERS R30 FIBERGLASS INSULATION V/ VAPOR BARRIER00 BALCONY 1/2" GYPSUM WALL BOARD W GARAGE OUTLINE s p ',B FBONUS ROOM FLOOR Z �4 ______--- 2ND FLOOR E-I r- 7 3/4" RISER 10 1/2" (2) 2"X10" HEADER U) m Lo ----- ------- --- 9" RUN 3/4" T10 SUBFLOORnw- 2"X10" FLOOR JOIST 16' O.C. FOYER 1/2" GYPSUM WALL BOARD CLOSET OOKCASE DOOR Z z D OR 6" RISER z 9" RUN a- o C) w FIREPLACE a- 3 O 1 1 p 1 H `9 p a- (2) 2"YV TOP PLATE °C 3 2"XG" STUDS 24" O.C. -- COVERED 2"YV BOTTOM PLATE Q R21 FIBERGLASS INSULATION WITH VAPOR BARRIER PORCH 1/2" OSB EXTERIOR SHEATHING 6" RISER 1ST FLOOR TYVEK HOUSE WRAP 11" RUN VINYL SIDING 1/2" GYPSUM WALL BOARD Q ., 1/2" X 12" GALV. ANCHOR BOLTS 5' O.C. U vn: 3/4" TiG SUBFLOOR 2"XIO" FLOOR JOIST 12" O.C. TREATED 2"XG" SILL PLATE 6" CONC. WALL h. r3" RISER I-4 E- p N (�t MID SPAN BLOCKING N 1-� 9" RUN - R30 FIBERGLASS INSULATION BATTS O _ _ _ _ >yY�j�A _ _ _ _ :.7 1 I ;:.;`•t; ANCHOR BOLTS 5' O.C. I' FROM CORNERS 10" CONCRETE FOUNDATION WALL 3000 PSI w Q 7 3 1/2" CONCRETE SLAB 3500 PSI } 10"X20" CONCRETE FOOTING 3000 PSI w f; L MIL VAPOR BARRIER „ 4" FOOTING DRAIN CONNECT TO STORM SEVER WN w z 4" COMPACTED GRAVEL I BASEMENT FLOOR - - - - - - - - - - - - - :-i!- - - - - - - - - - FRONT PORCH, FOYER ROOF, STAIR w AND BALCONY FRAMING DETAIL co SECTION B-B dm wm � z U < W < d QC U) LL C) O CQ E'- Lu 2"XL" CEILING JOIST OUTLINE OF HOUSE U � E, R49 FIBERGLASS INSULATION `J^ - W 1/2 GYPSUM WALL BOARD ASPHALT SHINGLES J Q ICE I WATER AT EVES AND VALLEYS 0 ROOFING UNDERLAYMENT 1/2" EXTERIOR PLYWOOD 2"X8" RAFTERS 24" O.C. 2"XIO" RIDGE O R21 FIBERGLASS INSULATION ATTS q 2" RIO FOAM BOARD INSULA ION y 1/2" GYPSUM WALL BOARD DOOR (2) 2"X6" TOP�'lLATE E- 2"XL" STABS 24" O.C. O Q u 2"X6" BOJ�OM PLATE [� Ra'FpERGLASS INSUI-Al ION WITH V POP BARB EP 1/2;'GYPSUM WALL BOARD 00 CLOSET POLE Q O AND SHELF I---�� ----------� --- ------ 2ND FLOOR STAIRS ATTIC STORAGE I BONUS ROOM FLOOR t-i (1) (2) 2"YC' TOP PLATE W r� TIG SURF OOP i ZYC' STUDS 24" O.C. x 2"X8" FLOOR JOIST 24" O.C. TIG SUBFLOOR MID SPAN BLOCKING - (2) 2"X6" BOTTOM PLATE I ROSEBURG RFPISOS 14" X 3 1/2" "1" JOIST 24" O.C. DOOR (� 1/2" X 12" GALV. ANCHOR BOLTS 5' O.C. 5/6" FIRE CODE GYPSUM BOARDP i R30 FIBERGLASS INSULATION W/ VAPOR BARRIER 1/2" OSB EXTERIOR SHEATHING TYVEK HOUSE WRAP Lo O EXTERIOR I ; 5/6" FIRE CODE G PSUM BOARD VINYL SIDING W �W, DOOR I t ( 5/6" FIRECODE GYPSUM WALL BOARD (2) 9 1/2" LAM. BEAM (b 3 12" LALLY C 1UMN 00 1 221-0 O" 1ST FLOOR I---- - ------ ------------- - ----------------------------------- r-i I GARAGE FLOOR r T>' ;tip'.. Y. r."v f^ M GARAGE FRAMING DETAIL n`o SECTION D—D E—, O C O E- 1a O E- V 1 v 1 W x w `o 0 LLJ z U CZ < < < QL/ L) Li- II II II II II II II o II II II II - II II II II II II II II II II II II o � II II � O II II II II � O II II � II II II II II II II II o II II II II II II II II II II ' II II I I I-1 II II II II II II II II II II II II II II 0 II II II II 0 II II II II II II II II II II II II II II II II II II II II II El L�Ll 7a LH I I_ SCALE Q,_OII U FRONT NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO ELEVATION WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 AS-A SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 I�- II I II ❑I�— II � I II I II I II I II I I II I I I I I 1-41 1 1 I I I I I I IT I I I I I I \ I I II i i i i i i I I I I I I I \I I II i i i i i i I I I I I I I I 111 i i i i i i I I I I I I IL__-- I I II 1 I-f1 I I I I I I 1 I II I I I I I I I I I II W I I I I I I I I I II ,n I I I I I I I I I II O I I I I I I I I I II I I I I I I I 7.8JG' I I I I I I I I 7.50U I I I I I I Or II I I II � I II I I II I I II I I II I I II I I I I I II 1 I II I I I I I O I I I--- II I £ I II I = I II I I II I I I I I I -- IJ-r- I L-- II Ir— >o 0 111 I I I I II I I 111 I I 111 I I 111 I I 111 I I 111 I I I II I I I II I 1 I II I I 111 I I 111 I I I II I I I II I I I 111 I I it I i ❑ I II I I I 111 I I I I II I I I II I 111 I I I 111 I � I I I II I I I I II I I I 111 I I I 1 11 I I 1 I II I i I I II I I I I II I I I I II I I I 111 I I I 111 I I I I II I I I 111 I I I I II I I I I II I I I I II i I I 111 I I I I II I I I II I I I II I I t-• o o°o I = SCALE II Ir--n I I-- SIDE & REAR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO ELEVATION WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS S-� 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1- 17-20 South Windsor Building Department 1 f v w r, V I-�L E REFERENCES: O o I g THIS PLAN REFERS TO THE FOLLOWING: �, p X o to N c N 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 185 WHEELER ROAD, SOUTH WINDSOR, 1 �,O Lo� 0 CONNECTICUT" DATED 1/28/2020 PREPARED BY DESIGN PROFESSIONALS, INC. Ciem V 00i oD a 0 12' Qoobb° C� I �W F NOTES: 5 o x (u 3 JQ 1. CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR f0 PUBLIC UTILITIES. CALL 811 AT LEAST 72 HOURS PRIOR TO BEGINNING EXCAVATION. N O 3 W IL In N0 mu OR HALL VERIFY TING UTILITIES LATION AND 2 CUURRENTTSITESTOPOGRAPHY.LAYOUT DIMENSIONS, ANDCURRENTSSITE TOPOGRAPHOYC MAY D FFEEREFR_OM DFP I(I.TDn_ z In t CONTRACTOR MUST VERIFY EXISTING UTILITIES AND TOPOGRAPHY ALLOWS FOR GRADING AND UTILITY ©a 1 _ APPROPRIATE COVER. ANY DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER o m l AND ARCHITECT PRIOR TO CONSTRUCTION. O r, LO STONE PLACED o Q �. N Im OVER FILTER FABRIC 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH RESPECTIVE N ■� C ILJ z UTILITY COMPANY. p = F zz J a 4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING DIMENSIONS. (a a° a H 5, GRADE TO DRAIN AWAY FROAA nl I DI III nlnlr-c `a W 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 116 7. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS CONSISTENT WITH PROPOSED INVERT. IF EXISTING STREET LATERAL INVERT DOES NOT ALLOW FOR A MINIMUM OF 2.0% SLOPE, THE LATERAL IS TO BE MODIFIED TO 01 PROVIDE THE MINIMUM SLOPE FROM SEWER LATERAL STUB TO END. 8. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WATER, ELECTRIC AND COMMUNICATION N CONSTRUCTION ACCESS SERVICES WITH APPLICABLE UTILITY COMPANIES. a W Q / �h N.T.S. EROSION v o -0 Cr / OSIO & SEDIMENTATION CONTROL MAINTENANCE AND INSPECTION PROGRAM 09 (WEEKLY CONSTRUCTION REPORTS): g N PER RECOMMENDATIONS MADE IN THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND w v I w Q SUN SEDIMENTATION CONTROL PLAN, THE CONTRACTOR SHALL MAINTAIN WEEKLY REPORTS ON THE CONDITION -0 �-T- / TF=106.90' l OF ALL EROSION CONTROL MEASURES AND MAKE THEM AVAILABLE UPON REQUEST OF OWNER, LOCAL S ;v / N{�//i 98.79' i AUTHORITY HAVING JURISDICTION, OR ENGINEER. IN THE EVENT OF A MAJOR RAINSTORM, (0.5 INCHES OR ` GRATER) REPORTS SHALL BE PREPARED WITHIN 24 HOURS OF SAID EVENT. Q� 2 b 3 -b`c. a` 'oil'.l a 1 �N OST SILT FENCE EROSION & SEDIMENTATION CONTROL NARRATIVE Q 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN V' CONFORMANCE WITH THESE PLANS. O /.R. 1 /N / / 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL � IV- / MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS O O O AAAIKITCAIAAInC AAIV DDnOncrn nuAnlnrc Tn TUIQ nl AAI u11- A l Lll�., � 0 ett fY L Lc) ' mnnvluvnlv�.�. MINI rnvr UJLU UnnIVVLJ lU 1rIIJ rLHIV IVIUJI DC HrrmuVED BY THE ENGINEER - N '1 Jl /I I I I'II - - AND/OR THE LOCAL AUTHORITY HAVING JURISDICTION. N v LO Ln I I I I I I 12„ I ` I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, (BOTH PUBLIC & 1` i r I „ I I COMPLETED PORTIONS OF THE PROJECT) FREE FROM ACCUMULATED DUST AND DIRT. STREETS SHALL O OZ9DRAJi - 6" FOUNDATION _Ik , BE SWEPT CLEAN AT ALL TIMES. +-•2.39'o J I I=1_I II - I4. AREAS TO BE LEFT BARE FOR MORE THAN 30 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP co � p 103.2 AT BUILDING !k / / 0 MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION TAKES n J 1. SET POSTS AND EXCAVATE 6 x6 2. STAPLE SILT FENCE TO POST. PLACE. -c °D �v� CLEANOUT PER SOUTH / TRENCH UPGRADIENT. j WINDSOR PUBLIC / / 5. ALL DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE MULCH AND O ��. ROVEMENT STANDARDS f y} / TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: STRAW27.15' OM SID \ SD-55 RATE: 90 1000 S.F. o PROPER INE r (TYPICAL) v� l I TEMPORAY SEEDING: PERENNIAL RYEGRASS RATE: 1.0 Nml # / 100o s.F.TF=108.75 6. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL MANAGE STORMWATER RUNOFF SO THAT NON=101.1' (E) I CONNECT FOUNDATION / �e WOOD CHIPS DIRECT DISCHARGE OF RUNOFF THAT CONTAINS SUSPENDED PARTICLES, FLOWS INTO RECEIVING 0� cn 2 � � 6 u 7.7' (4" W) I� DRAIN TO EXISTING Q / l FILTER FABRIC\ WATERS. RUNOFF SHALL BE DIRECTED INTO TEMPORARY SEDIMENT SUMPS AND TREATED, IF R o o N n m o Lu v SILT FENCE CATCH BASIN; INV-101.1 J / o o NECESSARY. 1° (TYPICAL) J I/ l >, 0 0 0 7. AT NO TIME DURING THE CONSTRUCTION EFFORT SHALL THERE BE ANY OPEN AND DISTURBED AREA 8 ( CV log I Q�•J "X �/ I 18 0 0 0 o GREATER THAN 0.5 ACRES WITHOUT SILT FENCE PERIMETER OF SET AREA. �i R, \ J J l \ l'�1 0_ t ��i _h . ill 1 �1 ! II It11-III-III-III-IIr- II , 8• AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE AVAILABLE THE ■ft "� IA 7 ! v I I I I I I-I I I ° r l' r�rrltvrnlrAl ��Ulrmuv I rUr< YYHI GEC APPLICATION ION FOR THE PURPOSES OF ALLAYING DUST. APPLY '�" PROPFRo / % 1 / ' ° U d ! ,fl / �I� I II I -9IFDI� I -II / � / T WATER, SUITABLE MATERIALS, OR COVERS TO MATERIAL STOCKPILES AND OTHER SURFACES THAT CAN PER M R �`' l 1 I ll CB 1 �IF�I �I� .. I W 1)- L/ FqR _ \ _II�II_III- �I I GIVE RISE TO AIRBORNE PARTICULATE MATTER. COVER, WHILE IN MOTION, OPEN-BODIED TRUCKS OR NE l N F I�--I OPEN-BODIED TRAILERS. MINIMIZE THE VOLUME OF WATER SPRAYED FOR CONTROLLING DUST AS TO U ®/ _ _ o ✓ q =`poi // IN 700.7' (W & S) PREVENT THE RUNOFF OF WATER. NO DISCHARGE OF DUST CONTROL WATER SHALL CONTAIN OR ® !- / INV=102.7t �- 64' - 6e SDR 35 / oa // - ; INV=100.6' (N) 3. ATTACH FILTER FABRIC TO POSTS AND 4. B& AnrL TRENCH WITH WOOD CAUSE A VISIBLE OIL SHEEN, FLOATING SOLIDS VISIBLE DISCOLORATION OR FOAMING V AMING IN THE (� , � � � _A �. s ! CVTCA1n IAITn TDCAI/1Ll nl nnc� n nn n nnl Tlnnl A l uI�rvr° nl nry r� � 1 ■ / 0 2.9% (MIN 2%) ! ,�a'V I L✓A I LIVU IIV I U I P'EN H. l ri r-0. /AUU Huul I IUIVHL vvuuu l✓rilrz) RECEIVING STREAM. �� Q Lu ° / ; /r- O^ \\ cs / , !� ` AS SHOWN. 9, i�,;• L_'r_LOF'ER SHALL INSURE THAT COi�STiZAICTION ACfIVII IFS COMPLY WITH THE NOISE UiUINANCES 0 L / PROP. HOUSE CONNECT TO EXISTING N762�39'E 00 C. THE AUTHORITY HAVING JURISDICTION. I o O )F.F.=113.0 / SANITARY LATERAL // �} 25.50' 1 10. FROZEN MATERIAL SHALL NOT BE USED FOR FILL. NOR SHALL FILL BE PLACED OR COMPACTED ON W cy U O ' SILT FENCE FROZEN GROUND. LU a. 107- _ _ / ' ( /T.W.=112.0 1. cs x1 s.¢ INV=100.79f (TO BE // J / G.F.=111.0 VERIFlED IN FELD) /; 11. ALL EROSION CONTROL DEVICES SHALL REMAIN FUNCTIONAL AND IN PLACE THROUGHOUT THE -� W BSMT=104.2 I s // \ / N.T.S. CONSTRUCTION EFFORT UNTIL THE SITE IS FULLY STABILIZED WITH VEGETATION. = to � 1 � / GAS SERVICE LINE; w cs \ I COORDINATEN LOCATION 4 CTOR TO W � zZ N x 10z O _ �� 9` // "# AND CONNECTION TO J J LoGAS MAIN WITH L v 1 P 9 /Ai-/ ` ` _) t o O ! 1os.s c� �1 y� �) , ,�l /,UTILITY COMPANY OCAL O W r 2 o / E / ■�■ o 0 ^ 1 / / / l NOTES.• i to �acijb'� o / p44 F l x 1. PROPERTY IS IN THE R-20 ZONE. O ® � x10z4 / RpPFRoNi JS O a R>),�FRo�T s �� L�� Z= 25.50" l 2. PARCEL CONTAINS 20,310 SQUARE FEET OR 0.466 ACRES. L -1 111 / //�F r �P // R_225.00' J. HORIZONTAL DA TUM /S BASED ON NAD27. VERTICAL DA TUM IS BASED ON J _ f/ / // l L 32.45' / NA V029. > EXIST. SHED _ - 7 6 SDR 35 O LC=N203 WITHIN534'E 4. PROPERTY IS LOCATED /N FLOOD ZONE ':Y" AND DOES NOT FALL WITHIN - // ,/ -a ON PROP. LINE S�j362�,�� \` /% MATCH LATERAL �,� 32.42 / THE LIMITS OF A SPECIAL FLOOD HAZARD ZONE AS DEPICTED ON.- 'FIRM �> o�' �Qgs ' GRADE APPROX.v2% SEE CONSTRUCTION DETAIL ACCESS; t FLOOD INSURANCE RATE MAP NUMBER 0900JCOJ87F TOWN OF SOUTH A WINDSOR, CONNECT/CUT EFFECTIVE DA TE.• 9-26-08 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. 9 / Ol 18. /// -- INV-100.7_'f 5. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED PROPERTY LINE FROM SIDE / / AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD / 4 o » / C' h// "} � MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR EXISTING 06 �� / / / ,���` �` GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER STOCKADE N244329E SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE /N I FENCE l 47 47' lv� NA TURF. ADD/T/ONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE S/TE, zt UNDERGROUND ELECTRIC �� / ,��� THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. AND COMMUNICATIONS PROP. DRIVE �.o� , I /" WATER SERVICE LINE; �'�� THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE LINE; CONTRACTOR TO 3 OFF PROP. �v FIELD DETERMINED AND VERIFIED BY THE APPROPR/ATE AUTHORITIES PRIOR ��� /CONTRACTOR TO %J� TO CONSTRUCTION. z COORDINATE LOCATION LINE MINIMUM '� COORDINATE LOCATION `�P a AND CONNECTION WITH SILT FENCE �� �`� O� 6. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND o Q� f / / AND CONNECTION WITH LOCAL UTILITY COMPANY (TYPICAL) LOCAL UTILITY COMPANY UT/L/TY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF > ^ ��� Q / r 1 Ovcc, CONSTRUCTION.- 1-800-922-4455 OR WWW.CBYD.COM, cR ? Q.JO / �� BITUMINOUS DRIVEWAY PER SOUTH WINDSOR�� MAP REFERENCES. > PUBLIC IMPROVEMENT STANDARDS, SD-16 LLJ RESIDENTIAL DRIVEWAY DETAILS 2 CLASS 2 BITUMINOUS CONCRETE 8a PROCESSED AGGREGATE BASE `J C 7�ZU 1. PROPERTY SURVEY PLOT PLAN SUBDIVISION PLAN RESURVEY PREPARED FOR WHEELER ES TA TES SUBDI VISION & WHEELER ES TA TES SENIOR i s RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH WINDSOR, m Seulh ',• 'Indsor m / / / � �, 4 CT BY- DESIGN PROFESSIONALS INC. DATED: 6-9-00 REV. TO 12-5-00 SMH Suildlrl D partment 2. CL&P EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE I / TF=110.58' INV=100.72' CONNECT/CUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF K.F. / PROPERTIES, L L C WHEELER ES TA TES SUBD/VIS/ON & WHEELER ES TA TES SENIOR RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH / WINDSOR, CT BY.• DESIGN PROFESSIONALS INC. DATED. 2-22-2001 SCALE w jij� g,,L J. RECORD AS-BU/LT PREPARED FOR WHEELER ESTATES SOUTH WINDSOR, p tnlc nnntetrn TinitT nv n�nii. i 11,- {/ This cartiticd that t'Iit pi*n tma sp,<c"'oa`i."'' t.viwvc r.//t.0/ a[.- ur-DIU V 1_1TurCJJ/u1V1LJ /N(.. DA TED: 112-22-03 REV sopius of the proposed huildina or attyrations to sea 12-8-03 SCALE 1"--40' O I arecYad at street SURVEY NOTES. Z O O / togother with - §n ap Blication and IT j Flied with pl-'r, •.viih all zoning, THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF o Building and s: <• :;+•ors ac shall bAl > / Issued by tr,e : ; ring pendency CONNEC7CUT STATE AGENCIES SECTIONS 20-3006-1 7HRU 20-3006-20 AND THE J ` %III I i l r of this apphcntion of a bulidin■ STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE ,% STA IF OF CONNEC7CUT"AS ADOPTED BY THE CONNECTICUT ASSOC/A77ON OF LAND C SURVEYORS, INC. ON AUGUST 29, 2019. Wok ,r1E P ' signed - • TYPE OF SURVEY/S A PROPERTY& TOPOGRAPHIC SURVEY AND /S INTENDED "a to a°nditlon that This plan It the N �^ orders Ono �uol . -, ;;�Lwht; buttdtnt .hall ba TO DEPICT THE LOCA T/ON OF EXISTING CONDITIONS RELA 77 VE TO PROPERTY aompfiod with. , Tress. died arith. LINES. conditionally Approved O 2 • THIS /S A INDEPENDENT RESURVEY BASED ON MAP REFERENCE J1. ;L= incn "uding InspeoWr e HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VER77CAL ACCURACY .j [ MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 a o L STANDARDS _F J N no Q r TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS N07FD H HEREON. SHEET i N 16766 z SARRY,lO. CLARKE, L.S LIC. NO. ciiiiiiiiiiiiiispl ti SHEET 1 OF 1 Flo: u- E REFERENCES: �THIS PLAN REFERS TO THE FOLLOWING: II N as I1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 185 WHEELER ROAD, SOUTH WINDSOR, I uj m o IL CONNECTICUT" DATED 1/28/2020 PREPARED BY DESIGN PROFESSIONALS, INC. °C pLu 1.1 N N d > a N obb° 0 12 W In NOTES: _q a 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING EXCAVATION AT OR NEAR 0 to PUBLIC UTILITIES. CALL 811 AT LEAST 72 HOURS PRIOR TO BEGINNING EXCAVATION. v °' o v 2. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS, EXISTING UTILITIES LOCATION AND ELEVATION AND ul N C:IIRRFNT SITE_ TOPOGRAPHY. UTILITIES AND CURRENT SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. c Z z I CONTRACTOR MUST VERIFY EXISTING UTILITIES AND TOPOGRAPHY ALLOWS FOR GRADING AND UTILITY N Z J i APPROPRIATE COVER. ANY DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER o = W AND ARCHITECT PRIOR TO CONSTRUCTION. o "-2" STONE PLACED 3. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH RESPECTIVE = y -C z OVER FILTER FABRIC UTILITY COMPANY. O ~J don. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING DIMENSIONS. a ° 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. W, v i 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. -- / `\ _ 7. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS CONSISTENT WITH PROPOSED INVERT. IF EXISTING STREET LATERAL INVERT DOES NOT ALLOW FOR A MINIMUM OF 2.0% SLOPE, THE LATERAL IS TO BE MODIFIED TO �/S PROVIDE THE MINIMUM SLOPE FROM SEWER LATERAL STUB TO END. � l Q 8. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WATER, ELECTRIC AND COMMUNICATION Of o �f I t I f%nK1C`TD1 1 r%71 r1KI A(%(�r*CC SERVICES WITH APPLICABLE UTILITY COMPANIES. 4 °1; 2 x x N.T.S. EROSION & SEDIMENTATION CONTROL MAINTENANCE AND INSPECTION PROGRAM ✓� v ! I g © (WEEKLY CONSTRUCTION REPORTS): �0 t l PER RECOMMENDATIONS MADE IN THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND t I - - 5� n o - a cur SEDIMENTATION CONTROL PLAN, THE CONTRACTOR SHALL MAINTAIN WEEKLY REPORTS ON THE CONDITION SMH OF ALL EROSION CONTROL MEASURES AND MAKE THEM AVAILABLE UPON REQUEST OF OWNER, LOCAL Y TF=/�705.go, l AUTHORITY HAVING JURISDICTION, OR ENGINEER. IN THE EVENT OF A MAJOR RAINSTORM, (0.5 INCHES OR S �Q ! INV=98.19 f GRATER) REPORTS SHALL BE PREPARED WITHIN 24 HOURS OF SAID EVENT. v o f o l 1 I l l � � a � �ri �0l8t EROSION & SEDIMENTATION CONTROL NARRATIVE - d- O / f f / / OST SILT FENCE 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN O CONFORMANCE WITH THESE PLANS. 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL O O O I- © MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS ..,.�-{-r.,..,nr A1,11 nononCEn ruAAIrCC Tr) TWIC PI AN AAI IQT RF APPRnVFD RY THE ENGINEER F. N LR. 1 IN y MAINTENAINUC. HIVI rr<vry��v - ----.---- / 95o I '� AND/OR THE LOCAL AUTHORITY HAVING JURISDICTION. o N L ILO \ _ _ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, (BOTH PUBLIC & 0 0 d- ' 12" ` COMPLETED PORTIONS OF THE PROJECT) FREE FROM ACCUMULATED DUST AND DIRT. STREETS SHALL Q) N 0 d' ® - 1 _ 1 BE SWEPT CLEAN AT ALL TIMES. 91, 6" FOUNDATION C I °k f '�I L--_� 4. AREAS TO BE LEFT BARE FOR MORE THAN 30 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP 13 m ® DRAIN O 2.3% / x'OSa INV=103.2 AT BUILDING I � l � / 1 ' MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION TAKES ° {�, 1. SET POSTS AND EXCAVATE 6"x6" 2. STAPLE SILT FENCE TO POST. PLACE. `- � �V II l/� f TRENCH UPGRADIENT. 5. ALL DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE MULCH AND /1 Q /�'CLEANOUT PER SOUTH l� l 1 / J TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION RATES: MULCH: STRAW N JS (� t / WINDSOR,�PUBUC /� r I °_x l / l IIIAPKUVtMtIVI aiRi�iuNr<va, t RATE: 90# / 1000 S.F. 27.15' OM SIDS"�' /� TEMPORARY SEEDING: PERENNIAL RYEGRASS RATE: 1.0# % 1000 S.F. a 0 Y SD-55 (TYPICAL) / ct N�j. v f 6. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL MANAGE STORMWATER RUNOFF SO THAT NO to Ca N m v Z ° PROPER INE 2 CB I /� t r l 3 fy -\ DIRECT DISCHARGE OF RUNOFF THAT CONTAINS SUSPENDED PARTICLES, FLOWS INTO RECEIVING o to M y o a w a. ° TF=loa.r5 WOOD CHIPS g o o N o m o m to / o / 1 CONNECT FOUNDATION 1 �,� WATERS. RUNOFF SHALL BE DIRECTED INTO TEMPORARY SEDIMENT SUMPS AND TREATED, IF INI/=101.1' (E) \ FILTER FABRIC- o W) /� DRAIN TO�SIXISTIG 1Q1 1 J jl t I j NECESSARY. nl IRINr THE f nNSTRl1CTION EFFORT SHALL THERE BE ANY OPEN AND DISTURBED AREA SILT FENCE 'iv 18" ° ° ° GREATER THANv0.5V ACRES vWITHOUT SILT FENCE PERIMETER OF SET AREA.31 �r ° ° ° 10g (TYPICAL)/ ' c �k f ° ° ° °L - 8. AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE AVAILABLE THE =Tm - ° o ° APPROPRIATE EQUIPMENT FOR WATER APPLICATION FOR THE PURPOSES OF ALLAYING DUST. APPLY 109 v S ' I O I I ° 3, ` WATER, SUITABLE MATERIALS, OR COVERS TO MATERIAL STOCKPILES AND OTHER SURFACES THAT CAN W 11p \ om I ' h11 // F- I �I-I { I I I I I -II GIVE RISE TO AIRBORNE PARTICULATE MATTER. COVER, WHILE IN MOTION, OPEN-BODIED TRUCKS OR Z) 9 82 4.., f n_ l 1 / r' \ 1 �i� `fir, t f I I�I I�I ,Ti--�i r r r r -- -- --- .........-_ �..^. ..,., ....� ..� ..,.Trr, nr�r�evrn rnn nnniToni i tnrr� nl ICT AC Tn - V_ P y FRO ; i 1 / ' f- / lI CB I J �- - r -I _ �_ f f TF=108.12 OPEN-BODIED ° � �IN�R - - � l / � } F� I =��"/,. �" INV=IDD.7' (W & S) PREVENT THE RUNOFF OF WATER. NO DISCHARGE OF DUST CONTROL WATER SHALL CONTAIN OR Q � J _ 1 0 l / ,00� /f 3. ATTACH FILTER FAB RIC TO POSTS AND 4. BACKFILL TRENCH WITH WOOD CAUSE A VISIBLE OIL SHEEN, FLOATING SOLIDS, VISIBLE DISCOLORATION, OR FOAMING IN THE " Cl U ` 64' - 6" SDR 35 R ' # o') � t =; Nv=1Do.6' (N) EXTEND INTO TRENCH. CHIPS. ADD ADDITIONAL WOOD CHIPS F ECEIVInIG STREAM. O Z 00 INV=102.7t f 09' x I / `( AS SHOWiv. 9. THE DEVELOPER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES COMPLY WITH THE NOISE ORDINANCES ♦A O 0 2.9% (MIN 2%) � _' OF THE AUTHORITY HAVING JURISDICTION. C// U O ° >°� -_ 1 ,t '• o �`PROP. HOUSE CONNECT TO EXISTING N162�39'E l �' �. 10. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON W O F.=113.0 J SANITARY LATERAL // �} 2650' FROZEN GROUND. W 0 M / =112.0 �. cs xt s.� INV=100.79f (TO BE �' // f / SILT FENCE 11. ALL EROSION CONTROL DEVICES SHALL REMAIN FUNCTIONAL AND IN PLACE THROUGHOUT THE = O /T.W. I VERIFIED IN OBE // N.T.S. CONSTRUCTION EFFORT UNTIL THE SITE IS FULLY STABILIZED WITH VEGETATION. � N G.F.=111.0 GAS SERVICE LINE; Z - \ �\ BSMT=104.2 sff J V CONTRACTOR TO I!) COORDINATE LOCATION \ `110 J 1Cg` // �{ AND CONNECTION TO u 3: xto7.S toss �� /- ®\ // UTILITY COMPANY GAS MAIN WITH LOCAL W Z)� t J.R. 1 IN� - l L_j / - - \r VO 4 / 1 NO TES. ® N 0 6 s f / 1. PROPERTY lS IN THE R-20 ZONE. / 2. PARCEL CONTAINS 20,310 SQUARE FEET OR 0.466 ACRES. `> _ xto�� �� c�b�( o / 'O Pp !04 F V / A=8,1550 f J. HORIZONTAL DATUM IS BASED ON NAD27. VERTICAL DATUM /S BASED ON l� R�111 /NF NT / �Q s // R=225.00' NAVD29. G f �/ // I L=3Z45' l 4. PROPERTY IS LOCATED IN FLOOD ZONE 'X" AND DOES NOT FALL WITHIN " / LC=N20:35 J4'E THE LIMITS OF A SPECIAL FLOOD HAZARD ZONE AS DEPICTED ON' "FIRM EXIST. SHED S \ \ - 7' - 6" SDR 35 O // �� �j- �,,,�$ ..� MATCH LATERAL 32.42' FLOOD INSURANCE RA TE MAP NUMBER 09003C0387F TOWN OF SOUTH °o ON PROP. LINE `j�"'2�- / GRADE APPROX. AL WINDSOR, CONNECTICUT EFFECTIVE DATE.• 9-26-08 FEDERAL EMERGENCY > I G&V ~�` 7&jO3 �Qg "h v CONSTRUCTION ACCESS; m c`R O// S AND NOTED HEREON HAFVE BEENNCOMPlSURA NED, /N PART, FROM RECORD CIIS �lc� ,� � � INV-100 2 f 5. UNDERGROUND UT/CITY, STRUCTURE AND FACILITY LOCH IONS DEPICTED to f `0/ 18.52' FROM SIDE // / MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR ® / / �( hf/ �,/ �� GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER PROPERTY LINE `� , 71 6 f, G; 1IC� ` / / �t SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN EXISTING ��' l F, STOCKADE_ +1 3 y" // / N24'43 29'E�� � NA TURF. ADDITIONALLY, OTHER SUCH FEA TURFS MA Y EXIST ON THE S/TE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. FENCE ` l // / �� 47.41' ���,. UNDERGROUND ELECTRIC PROP. DRIVE THE SIZE, LOCH ED AND EXISTENCE OF ALL SUCH FEA TURFS MUST BE o AND COMMUNICATIONS p ` \�� WATER SERVICE LINE; FIELD DETERMINED AND VERIFIED BY THE APPROPRIA TE AUTHOR/77ES PRIOR z /� TO CONSTRUCT/ON. o o LINE; CONTRACTOR TO 3' OFF PROP. ���� �� f �I/ /CONTRACTOR TO %J _ COORDINATE LOCATION LINE MINIMUM .�� / � x &' COORDINATE LOCATION �� 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND AND CONNECTION WITH SILT FENCE F,f AND CONNECTION WITH UTILITY MARKING A T LEAST TWO FULL WORK/NG DA YS PRIOR TO START OF a CAL UTILITY COMPANY, ��j 1 / / LOCAL UTILITY COMPANY CONSTRUCTION.• 1-800-922-4455 OR WWW.CBYD.COM. LOCAL (TYPICAL) O / / I J ' C �Ip ��Q BITUMINOUS DRIVEWAY PER SOUTH WINDSOR �� LLl � c` o` �Q.P / PUBLIC IMPROVEMENT STANDARDS, SD-16 MAP REFERENCES. �� RESIDENTIAL DRIVEWAY DETAILS 1. PROPERTY SURVEY PLOT PLAN SUBDIVISION PLAN RESURVEY PREPARED _j 4 / 2p CLASS 2 BITUMINOUS CONCRETE FOR WHEELER ESTATES SUBDIVISION & WHEELER ESTATES SENIOR o ���.P�(c/ / 8 PROCESSED AGGREGATE /BASE D5.4 RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH WINDSOR, CT BY' DESIGN PROFESSIONALS INC. DA TED. 6-9-00 REV. TO 12-5-00 4 / J 2. CL&P EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE m �� f SMH / (J '_f�21� CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF K.F. o 0 I f TF=11D.58' �"_ PROPERTIES, LLC WHEELER ESTATES SUBDIVISION & WHEELER ESTATES N / � NV=100.72' South, ��,���r�'Cf SENIOR RESIDENCE DEVELOPMENT WHEELER ROAD & SMITH STREET SOUTH r l i Building Der artmen WINDSOR, CT BY DESIGN PROFESSIONALS INC. DATED: 2-22-2001 SCALE.- Lu 1"'=40' a a / J. RECORD AS-BOIL T PREPARED FOR WHEELER ES TA TES SOUTH WINDSOR, CONNECTICUT N CT SCALE 1 BY DESIGN PROFESSIONALS INC. DATED. 112-22-03 REV. S Ill liit .. Z this c�rtifi 1 .,S,c-ticsis ere u. O �,:.;, nr alterations to be SURVEY NOTES• :opies of the P, - � U / / erected at THIS SUR!/EY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF lZ� -- street CONNEC7CUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-3006 20 AND THE O / tng•Aher %,rth 11:1=e;;¢'ants ;toted in application and "STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS/N THE Z / 1 / filed with PI'n "d 1 egr`?to eotr.piy-rr ith all zoning, „ a,;,Idins ar,;, ;-.rrs and such orders as s S hall Le STATE OF CONNEC7CUT AS ADOPTED BY THE CONNECTICUT ASOC/A770N OF LAND Q ro 1 / t is this y tre t:�n acid final issuance of a bulidint SURVEYORS, INC. ON AUGUST 29, 2019. O issued by the G^.vnrt.'ont daring pendency J `OF-C O fv Irc���i permit. TYPE OF SURVEY IS A PROPERTY& TOPOGRAPHIC SURVEY AND lS INTENDED a N �. TO DEPICT THE LOCATION OF EX/STING CONDl110NS RELAI7VE TO PROPERTY no `e ,�� �`G Signed LINES. This plan is Ir,r .. segul i to the canditton that m, orders and �rdi..,,,aa-s regulating building shall bVw O ord rs d with. THIS IS A INDEPENDENT RESURVEY BASED ON MAP REFERENCE#1. conditionally Approved These filed With a ro = � . HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VER77CAL ACCURACY w cY-n C ��' MEETS CLASS V--2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 Y. o ctmrK STANDARDS. \ `,LO Building Inspector W O rx TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS N07ED HEREON. SHEET to 1-0 16766 CIIIIIIIIIIIIIISP1 0 BAR�CLARKL, L.S. LIC. N0. i SHEET 1 OF 1 0 t� di — — — — — — — — — — — — — — — — — — — —T 1 — - — — — — — — — — — — — — — ( 13-10 41_81, 5,_0„ 0 I I _ I I I I I O o- o 100 T — Ij I — — — — — - - I I Z I I o , o , I I I cr 00 I.1 I I 00 UNEX VATED I I I tn I I I i I I I I I I I I I I I I I I I I I _ 2"Y10" FLOOR JOIST 1 O.C....... __ I DOUBLE FLOOR JOIST ._._._._._._._._._._.J. (o— I 2"x10" FLOOR JOIST I ILn I I GAR=111.0 I I ' ' 12" O.C. I I^ I I I �_ � I I TOW=111.675 I I 1,_0, 10,_6„ I 6'_611 ly 15'-10" I I I I i O I I I I (2 9 1/2" LAM. BEAM n I I m — - - — — — — — — — — — — — — — 7- -, uI I NJ i I I I 1 I I L - DOUBLE FLOOR JOIST I I f 5'-7' iv j 9,_4„ t o Lj I I `° I I I FF=113.0 I I I I I o I �TJIR�Ot c ! b I TOW=111.675 Up - - - - w I I I I i r —I BF=104.2 I I DOUBLE FLOOR JOIST I I Z I I I I I = I I I DOUBLE FLOOR JOIST (2) 9 2" LAM BEAM I 10 I 2"Y10" FLOOR JOIST --] °? ZOO" FLOOR JOIST I I I I I I 16" O.C. I 00 12" O.C. I I 8" I I I I I o I 20 1 I I I I 1 — — — — — I i °O FF = 106.5 TFW = 105.51 I FBF = 97.5 I 10" a O 5,-2„ I O 15_10„ ao I O - 1I I — — — — — — — — — — — - - - — - - — — — — — — - - — — - - 51_011 G,_0„ 20,_0„ 15,_0„ SCALE y,_o„ D 6-0 FOUNDATION FOUNDATION NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO PLAN WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 Al SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 -0" D 20'-0" 24'-0" - - - - - - - - - - - - - - - - - - i 1ST Fl_R. 1527 SQ. FT. a' X--O.H. DOOR--- I 12ND FLR. 1176 SQ. FT. BONUS 419 SQ. FT. o I o SLOPE CL 0 Li coTOTAL. 3122 SQ. FT. 1 go z I I a 2415 AWNING 205 AWNING I ' - ----------3 1/2" LALLY TILE _10" 15-5„ I COLUMN— r- -1 —.— —_— —.—.—.—.—.—.—.—. I I I I I O T T T -1— In G TILE p- DOUBLE FLOOR JOIST I- cr- ---' I �--- / \ � L2"><10" FLOOR JOIST I --, (2) 9 V2" LAM BEAM 2/6Y4/0 16" 0•C. I IG' X 7' H. OOR I o TILE � ' O I I ' IJNEXCAVATED O / -' 0 I I I �? MASTER SUITE 1 I i 3 CAR GARAGE MASTER% 7 OAK FLOOR i o BATH 1 , - - I I I :- a- 4/OXG/&: DOUBLE FLOOR JOIST I 1 i SOUND PROOFING D.-w I ' F1 — — — DOUB--LE DOORS— — — I m i 1 O " SLOPE LIN. 2/CXL/0 I i I I [v T F— BOOKS ID__ VENT ------------ I r4 2/6YV6 GAS 2/6 UO - FIRE�IPLA4CE I I I 0 ;� W I � '-11' 4'-9 1/2' '-9 1/2" 2 ]T' 1 TILE .3 I ��,-0„ N OAK FLOOR 0 I I I 9'-r CEILING HEIGHT GREAT o I I I I - j UP 2/BX6/O O N I0G - O� I i1=0' N 5'-91, 5-3 TORAGE DOUBLE.FLOOR JOIST ROOM _ _ o i;� ROOM o I m CL (2) 9 1/2" LAM. GIRDER --- - -- BASE - - - - _ _ �- ❑ o a TILE � !r OPEN TO ABO E O CABINETS Br II O u) 4/0XG/8 n a] 2 TILE x II ❑ i 0 D D Cfl I 0 (V 2/2Y4/0 = _TID® 2/BXG/6 N I I ❑ - - - �I 0 I O t-I)N 5' 10 /2" 24" r 46" SKYLIGHT 10_O., I up 15'-5" o I oo 2/cxc/o _ _ _— _— _— _— _ — — I O (2) 9 1/2" LAM. GIRDER rrt OPEN TO ABOVE 3/0X` OFF=113.0 OAK FLOOR ;� I = ZOO" FLOOR JOIST I C'- 1 1G" O.C. 3/oxc/o °- FRENCH DOOR = 5/4XG/6 Ij) SHELVES OAK FLOOR _J I o o PANTRY 2/OYL/15 KITCHEN I d 5- ❑ (3) SHELVES I D I N I N G = ----- I? FRENCH DOOR i iLn -� eo - /0-G/6 ❑. OAK FLOOR ❑ 2">r10" FLOOR JOIST b EXACT LOCATION OF Y L5 I I 1L" 0.C. -- ?.� 4 WINDOWS TO BE DETERMINED z ❑ I ¢ O 0 w `;' ry l BY FINAL CABINET DESIGN 0 7 In ❑' 19'-9 1/2" T I < � ❑ oar 71 - --------- I 1 I DRAWN BY WALTER KEBALO DH3049 11'-0° �5'-0" SCALE' 1ST FLOOR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS A2 185 WHEELER ROAD 175• WHEELER ROAD NHC-15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20' -0" D 20'-0" 24'-0" r - - - - - - - - - - - - - - - - - - - -- - I i 2ND FLR. 1176 SQ. FT. BONUS T9 SQ. FT. o b UNFINISHED cv ATTIC STORAGE 4'-7" '-O" 10'-G" 4'-9" - I 11'-0" 3'_2� — y,_O,- -_10" — — —• — — — — — — — — — — — — —ROOF LINE � I \ - \ \x/ E A CCE -- -- — - NWN !TNN- R 00€" o NTN III1IIlII � - c(T 0,SLOPED CEI ING NOE —5 OPED CEILING� (2) 2"Xa" CEILING s/oxc/a JOIST HEADER 12' 4' 1O'-T 10 BEDROOM H 2ND o 24 OAK FLOOR 02p BATH.' CEILING 4 O.C. 2"Xa" RAFTER 24" O.C. TWOBA OM TILE 70" ou TILE oBONUS vcxu XN9 �O; bROOM 2/axua CARPET OR OPTIONAL 2"vV CEILINrJ IS11 24" O.C. U OAK FLOOR O J I � 13,_0„ 3 — 8EPDOVN SLOPED OAK FLOOk CEILING17 OAK FLOOR 2 ATTIC IBEDROOM 3 O LINEN 2 " r 40" SKYLIGHT I I x /a IT s/OXL� 4-9 v� L Oi vcxc z CD / 22"X36" i i HALLWAII r� S OPED CEILING ATTIC ACCESS I GARAV ROOF I I I — — — — — _ — — _ L m/ D ; ; I ROOF s/ XG/a I (V ' (2) 2"Xa" B iM JOIST HEADER OPEN W OAK FLOOR I ZO TO I i` >ouQo O I I BELOW i o a'-I" CEILING HEIGHT 24" ■ 4C" SKYLIGHT I 2"YI2" RAFTER 24" 0 C. I DOWN ��— — sL-OR€D-C-EINHG— — — -� o f PORCH I W ro FOYER I i ao I ROOF I F)a (2) 2"xa" CEILING j 2/ c/a o a JOIST HEADER o< OPEN TO BELOW i I I 2"Xa" RAFTER 24" O.C. j I I I / (2) 2"X6" CEILING / JOIST HEADER Ic- I 2Z.XjC' OAK FLOOR I � I ATT C ACCESS W.I.C. I 2/GXL/9 O I 0 L I i I OAK FLOOR 0 I — � N I O\ILE oe T ROOF LINE / gy MAS ER SL1LL—Z, 0", 0 SHOVER\ Ion p II ROOF uj � 7'-2' N I `� TILE G'-i"z/cxc/a 4 r- � j Ico 2/2Y4/6 72" T11BI I � `` I I 18AVNING 24I AVNING 24 AVNIk DRAWN BY VALTER KEBALO �,-7„ — �, �L I �, p — \— — _i._, _C, —ROOF LINE 27'-0„ — SCALE 2ND FLOOR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS A�) 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 0 - o � � 0 Uoo rz E, ASPHALT SHINGLES R 0� o ICE 1 WATER AT EVES AND VALLEYS ,D ROOFING UNDERLAYMENT p 2"Y6" CEILING JOIST 24" O.C. Q0 V2" EXTERIOR PLYWOOD y R41 FIBERGLASS INSULATION 2"Y6" RAFTERS 24' O.0 1/2 GYPSUM WALL BOARD y O Q R21 FIBERGLASS INSULATION BATTS F� 2" RIO FOAM BOARD INSULATION U N 1/2" GYPSUM WALL BOARD E w� . w W 2"Y10" HEADER 2ND FLOOR E, 10 112" (2) 2"YV TOP PLATE In r-� 3/4" TOG SUBFLOOR 2"YV STUDS 24" O.C. w w o 2"YIO" FLOOR JOIST IV O.C. 2'Y)0" FLOOR JOIST IV O.C. 2-YV BOTTOM PLATE Q � �"I U? R21 FIBERGLASS INSULATION WITH VAPOR BARRIER MID SPAN BLOCKING MID SPAN BLOCKING TY EXTERIOR SHEATHING R49 FIBERGLASS INSULATION U2" GYPSUM WALL BOARD TYVEK HOUSE WRAP Z 1/2" GYPSUM WALL BOARD VINYL SIDING o 112" GYPSUM WALL BOARD I--� _ 1/2" Y 12" GALV. ANCHOR BOLTS 5' O.C. m TREATED 2"YV SILL PLATE (�l Q IST FLOOR C\2 �D U) E-I Q 3/4" TOG SUBFLOOR g 2"Y10" FLOOR JOIST 12" O.C. FLASHING 0 U) �+ MID SPAN BLOCKING 2"YB' LEDGER BOARD W �., R90 FIBERGLASS INSULATION BATTS 2'Y8" JOIST IV O.C. - N O sy (3) 2"Y10" BEAM o L"YV POST (2) 9 1/2 LAM. BEAM ,. COMPOSITE DECKING E— � U� — — — — — — — — — — — ANCHOR BOLTS 5' O.C. i FROM CORN I� V2' LALLY COLUMN BALUSTERS co Q 12" FLARED CONCRETE PIER W W 10" CONCRETE FOUNDATION WALL 300 PSI d: C V2` ONCRETE SLAB 3501 PSI �`' ALL TREADED LUMBEBb U) 10'Y20" CONCRETE FOOTING 3000 P G MIL VAPOR BARRIER s" ADD JOIST HANGERS-I w ~ 4" FOOTING DRAIN CONNECT TO STO SEVER V COMPACTED GRAVEL .k . "y BRACKETS AND W CONNECTORS AS o x M ,,tw .ntiitvSt. �;X�^�. NEEDED FRAMING AND OUTDOOR DECK DETAILS w � CC) o SECTION A-A Z wI Q z � - z � U 4 Lu C1L � L.L 0 o CQ Lo LU W Lo � = x � � U 00 _ U Ln o z Q ASPHALT SHINGLES 2"XC CEILING JOIST 24" O.C. o ICE 4 WATER AT EVES AND VALLEYS R49 FIBERGLASS INSULATION O V2 GYPSUM WALL BOARD ✓ ROOFING UNDERLAYMENT 2 1/2" EXTERIOR PLYWOOD 12 Q 2"ff RAFTERS 24" O.C. 3 3/4 (2) 2"XIO" HEADER 9 (3) 2'YIO" HEADER µ+ E— R21 FIBERGLASS INSULATION BATTS 2" RIO FOAM BOARD INSULATION E- a+ U V2" GYPSUM WALL BOARD � U Il-9 1/2" ASPHALT SHINGLES Q ► 4 o ICE I WATER AT EVES AND VALLEYS E NN Z BONUS It9QM CEILING ICE UNDERLAYMENT W V2" EXTERIOR PLYWOOD z W ���Qiii POST 4 2"Y12" RAFTER 24" O.C. o W BALUSTERS R30 FIBERGLASS INSULATION W/ VAPOR BARRIER BALCONY V2" GYPSUM WALL BOARD W ? �e BONUS ROOM FLOOR W o GARAGE OUTLINE s p Tzk x x Lo 2ND FLOOR H E'"i I-- .----- (2) 2"Y10" HEADER 7 3/4 RISER 10 V2' W ----- -- ---- - Q �--10 � 9' RUN 3/y" TIG SUBFL00R W W o 2"X10" FLOOR JOIST IV O.C. FOYER U2" GYPSUM WALL BOARD CLC&ET 0 z E OOK CASE DOOR a- i D OR6' RISER W o � 9" RUN FIREPLACE o- :"O ~ 1 W 1 0 1 ~� °- co C2) 2"Y6" TOP PLATE ,7 2"XL" STUDS 24" O.C. COVERED 2"XC BOTTOM PLATE Q R21 FIBERGLASS INSULATION WITH VAPOR BARRIER PORCH V2" OSB EXTERIOR SHEATHING 1ST FLOOR TYVEK HOUSE WRAP 1� 6" RISER VINYL SIDING iP RUN "r+`: 112" GYPSUM WALL BOARD .j 1/2" X 12" GALV. ANCHOR BOLTS S O.C. 3/4" TfG SUBFLOOR TREATED 2'YV SILL PLATE Q 2'YIO" FLOOR JOIST 12" O.C. W o 8" CONC. WALL^ 1 /OR6a N MID SPAN BLOCKING � O '= "< N 9 RUN R30 FIBERGLASS INSULATION BATTS NN co -I ANCHOR BOLTS 5' 0C. i FROM CORNERS � E�--1 EO 00 Y 10" CONCRETE FOUNDATION WALL 3000 PSI W W Q an :,. 0"Y20 CONCRETE FOOTING 3000 PSI W t� .�' 3 U2" CONCRETE SLAB 3500 PSI 1 " L MIL VAPOR BARRIER 4" FOOTING DRAIN CONNECT TO STORM SEVER c. I C COMPACTED GRAVEL $ti BASEMENT FLOOR row W W — — — — — — — — — — — — — — — — :Pd — — — — — — — — — — — — --- - FRONT PORCH, FOYER ROOF. STAIR w Lo �D AND BALCONY FRAMING DETAIL z C SECTION B-B wm � z z_ I- U Lu w In O Lo C\2CD � LLJ O 4 .-4 2"XL" CEILING JOIST OUTLINE OF HOUSE U 00 U F R41 FIBERGLASS INSULATION b W r�� Q4 V2 GYPSUM WALL BOARD ASPHALT SHINGLES ) E- Q ICE O WATER AT EVES AND VALLEYS ROOFING UNDERLAYMENT V2" EYTERIOR PLYWOOD 2"X6" RAFTERS 24" O.G ' 2"Y1O" RIDGE O R21 FIBERGLASS INSULATION ATTS > O ¢ 2" RIO FOAM BOARD INSULA ION U) (o 112" GYPSUM WALL BOARD DOOR (2) 2-YV TOP.f'L*TE Z O Q E"'{ 2"Yr sTyes 24" D.C. E < U 2"X4",K0J•T6M PLATE R21'"FIPERGLASS INSULA ION WITH VIPOP BARB �y �y V2;'GYPSUM WALL BOARD w `+ O ' CLOSET POLE Q' co 2ND FLOOR W Q ZZATTICAGEI BONUS ROOM FLOOR STAIRS Q W ►--a (2) 2'Y4" TOP PLATE Z xj 2'YL' STUDS 24" O.0 TOG SUBF OOR _ rr k� (I � TOG SUBFLOOR MID SPAN BLOCKING Q) 2'YG" BOTTOM PLATE LJ 2'YB" FLOOR JOIST 24" O.0 �--� I , ROSEBURG RFPIBO W" X 3 U2" "f JOIST 24" O.C. DOOR (�I V2" X 12" GALV. ANCHOR BOLTS S O.C. 5/b" FIRE CODE GYPSUM BOARD V2" OSB EYTERIOR SHEATHING U)R3O FIBERGLASS INSULATION V/ VAPOR BARRIER Lo W W O , TYVEK HOUSE WRAP EYTERIOR ; 5/6" FIRE CODE G PSUM BOARD VINYL SIDING DOOR I ° - 5/6' FRECODE GYPSUM WALL BOARD Q U) I (2) 9 V2" LAM. BEAM j j 2" LALLY C X1UMN cor� I N O 22'-0" 1ST FLOOR U) i ------------- — ——————————————————————————————————— I i Q- I GARAGE FLO ;: 1.\L `EY GARAGE FRAMING DETAIL SECTION D-D E"' Y^r Q O T 1 V l U) 1 W O (aW � W x c O z �::l -.,LLJ z U 0 LL II II II II II II II e II II II II II - il II II II II II II II II II II II II II ❑ II II v ❑ II II ❑ II II ❑ II II ❑ ic II II ❑ II II II II II e II II II II II II II II II II II it II II II II II it II II II II II II II II 0 II II 0 II II II II II II II II II II II II II II II II II II II II II II II SCALE LE p loll 111-OII FRONT NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO ELEVATION WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 A5-A SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 11--- II I I I ❑ Imo-- 11 I II I 11 I 11 1 II I _-- I-1---J1_ II 111 1 1 I I I I I \ I I I I I I I I 1 1 \ 1 II 1 I I I 1 I I \ ill 1 I I I I I I \ I II i i i i i i I I I I I I I 1 I I I I I I I I I II � I I II I I I II T I I I i 11 1 1 1 I I I I II IJ I 1 1 1 1 I I I LOX' I 1 1 1 1 1 I I II I 1 L711 I 1 I I 1 1 I T I II I 1 11 � I II I 1 II I j II 1 1 I II I I II 1 I II I I 11 1 � II I I 11 1 II I 1 1 �-- II 11 I II I I II I I II I 1 1 I -- I.rr- II n 0 I II 1 1 I I II I I I II I 1 I II ® I 1 I II I I I II I I I I I II I 1 I II 1 1 I II 1 1 1 II I I I II j 1 1 11 1 I II I 1 11 1 I it 1 i 1 I I 1 11 I 1 I I II I ® 1 �❑ 1 I II I I I I II I 1 i 1 11 I 1 I I II I ® I I II I I I II 1 I II 1 ® 1 I I II I 1 I I II I 1 I I II I I I I II I 1 I I II I 1 I I II I 1 1 I II I I I I II I 1 1 I II I 1 I I II I 1 I I II I 1 I I II I I I I II I I I I II I I I I II I I I I II I I I 1 II I I I I II I I II 1 1 I IC == 1 I II =0❑ II 0 Q❑ SCALEII II SIDE & REAR NEW HOUSE LOT #2 DESIGNED & DRAWN BY WALTER KEBALO ELEVATION WHEELER ESTATES SUBDIVISION KEBALO CONTRACTORS AS_g 185 WHEELER ROAD 175 WHEELER ROAD NHC-15625 SOUTH WINDSOR, CT SOUTH WINDSOR, CT 60074 DATE: 1-17-20 Loiu-3 o o Electric # APPLICATION FOR BUILDING PERMIT Plumbing#HVAC# j 95 LJ'nee ler Ra - Date: O Sprinkler# o Estimated Cost $ !3 UW FINAL APPROVALS Permit Fee $ a3�j.L.- Building COMPLETE RED BOXED AREAS Occupancy Fee $ ,,u Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ _ Affidavit ► SIGN ON REVERSE SIDE 4 ]Appr.forCO. Total Fee $ a(1y e� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant K C-Oai lc Location of Work 1Sci' WheQ.leC RA- LotNo. Applicant's Address 175 Tel # Town !Su y4-y-N L—) -.d y�i _Zip C—( Lic.# Owner Kr Architect Owner's Address 17-5 Architect's Address L's\cyAgi r Zip CJ ZipO[vo Sq.Ft. New Area: t st FI. 2nd FI. `n q 3rd FI. hle, Total New Area _ Purpose of this permit )I> Sq Z4 �L612.a tl�� City Water❑ Well 0 Septic System 0 Sewer❑ Ins: HO SP Cert. Area Base ent Garage Approved b Date �1,5 zz Use Group Construction Type Revhed110B �GaoCC)8y� 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 dista ce from all street lines,side yard lines,and required distances from all other zones and is located In whictrthp building d'ts a is allowed. Signed L/� , _ I hereby apply for a Certificate of Occupan for a work de rib in this application for the permit. _ Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE)860-644-2511 EXT. 230 NUMBER: DEPARTMHNT DECISION Q APPLI Y: APPR BLDG.PERMIT NUMBER: 1-) - DATEALT-O-R-7: LOCATION OF WORK: APPLICANT: OWNER TYPE OF STRUCTURE: J / �p NEW BUILDING NAME: C-4.;t .S ^.L� NAME: K Pip s C L ❑ADDITION PHONE NUMBER: f 0.3"s'y PHONE NUMER:- k•0- 31- ! 3�y ❑EXISTING BUILDING ADDRESS: JLC) C( S S C ee 1, L , ADDRESS: ` ?� �'�'•Q�`S TYPE OF USE: Cr C t��swsrrlI+L o coN&JExclAl. HVAC QYFOBMATIOAI: LFURTEIM DI�'1'ION(OF WORK: TYPE OF SYSTP.M:)'HEATING )6 A/C HZAMM. Sq TOTAL HEAT LOSS(BTUH) r d rF(MEAT LOW SHEET REQUOP �li Y C �ll. y l DESCRIBE ALL HEsATM EQUIFWRU(9lCLUM WAKE AND M UM NO)! d 7•'1� D,/L 7 Y✓ L• J L.ti�cR FsnMATKD COST:S_ 1 r V V( AIR CONDPITONING: f� DESIGN TEMP:OUTSIDE �fJ 'F MIDE7= 'F DIFFKRENCB2aP° FEE ENCLOSED'S OC) TOTAL HEAT GAIN(STUH)4 7//,6 i'(' (HEAT GAIN SHEET REQLM ED) DESCRIBE ALL COOL24G EsQUPMENT(INCLUDE MARE AND MODEL NO.): FEE SCHEDULE:$18 PER 3100 OF THE ESTIIIS TED COST. r , 1 f 1 S: C.(- i. C✓,.�4 ROUND f�EDUCATIONALUSAND ONCE THE F€EE Clnv VDPROJECT AS PART OF THE PE1 Mrr FEE) THE Ul.Ma IG,ED NEARBY APPLIES FOR A PERMrr TO PFRFOR,4I THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNE011CUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. {.` �I CONTRACTORS LICENSE NO.: i TYPE: STATE•_--_-.� SIGNATURE OF APPLICANT: l DATE: 1 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOKr1,CONNECTICUT ****�FOR C OF O ADDRESS ds 4�,lam' �d =/UNIT# Reviewed c ng) a NTACT/DEV �,i4(1�1 ���,n ( C Da6e R�eview�t a PH#-/�O L 7-9���j2 2 -Tco Review by ('kmff J) Date Submitted P ,4-V-x, Date Reviewed C.0 Joao oo53G Dare Reviewed Approved/Denied(Health) As req red in the Zoning and/or Subdivision Regulations,no Certificate ate of Omipancy shall be issued until grading plans have been compiled with and approved by the Town Engineer. The mmimum requkernewn s Approved Denied N/A / AUG 10 Z020 1. Approved building permit �T}{WINCSCR PU1NlM1i4�' 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters,required parldng 4. Utility location; _ a. sartary sewer/septic systerns b. foundation drain C. electrical&telephone d. water e. cif RF 6-11i3 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. lighting b. Signage Freestanding Wad C. Fee in lieu of Open•Space .� COMMENTS: ✓. a� ��ll ,,1 21 $16VirWM*g/m0ky/site MnVfiwm decicW 1 LEGEND BOIEINOS it, I ��/ .•` � �:G� st: 9, iQ74 },S BORMC/TEST PR LOC1ABON A2 � t ! A. 01ERIFAO[o .LBO(CARL TEE,ETC) • ///`�! 1 _ $ [` ---+---.- APPRaL uHomoYww.o mAANrARa U•3 / `''-�( � y a CONTROL PaNTs C �: BENCHMARK DOICSOC HATER aR / / • = a �; APPROX.WATER MAN --- --- - APPROX.WATER SERNCE ; WATER •-��� !d F VALVE ` • A i1RE HYDRANT ALVE \���� E I # PO UN E MOUNTED UOIT -DEAL A. --,— APPROX GASM`kH LOCATION PLAN i• E,tj jt`{"E —— ——-W- APVROX GAS SEANCE UNE 1'A•1000' ;s Lc S:�fi;Ll POWER ® It II L•} pLT ;t q EIEL'IRIGLUNES,owaEAD � it �/7)1 �li(I W---W- APPROX.ELECROMM-LINES.UNDERGROUND PROPERTY w UTEJTY POLE PROPERTY UNE — EASEMENT UNE J !9w ! NOITS 0 wan Rao / ww1 a /! I rr,S W?W R-2o ZONE O 13 YOMAIDIT 2 PARGEC CovrAWS 2lCSr0 sojAA'E FEET OR aADD AO WS -0 ar ROADS N J I /I S AKWI 7K DARFv a BASE17 OY NAD17. NrR nCGIL OA 7UY a BASED AV {ym�A IV21 CX N' GUARD RAIL l PROPER a LOC47M FLOOD ZONE'2•AND DOES NOT FAIL W)7w S!W 2 O l I l / ME /Y LM,S OF A SFEOK ROOD NAZAPO ZONE AS DFAL'IED ON: -T ve 9.M LR.I AV r l FLOOD WSEPANCE RAW MAP MAA9"DDO11CO7D)F row OFsoum �Lu 3 O d / I RNASM CIOWVEC7KV r EFFEC771E DAM 0-26-OS MOPAL gKAGE71CY S / I MANAGEMENTA6ENCr FFDERAE WSURAAKE AOAARVSMAMN 6 c3 91E FEATURES / 1 tMOfw„wpAq UZIU7Y.S,RLK,IPE AND fACt/7Y LOG Z/0V5 OEPK7ED EDGE OF WATER I / AND ND,ED NEREOY HAW DEEM COU EED,W PAR r.FROM RECORD 3 --- BARBED WE FENCE PALE a I / MAPPASG 9RRtffD Or?W PFSPFCPW L?MJrr COMPANIES OR y5 CNNN L FENCE 1 1705 OCR"ROAD d l / SS 5 r rww MGM BE cOVSKIEPED AS APPROVM�DK O W / / AN,nAve ADoinaVALL r.ondER AAOI FEA RAVES r D rsr oV NNE 9 rL RAL FENCE LOIN l\ i / I.E h lOG EbEi D�df EA7SMVCf OF WON ARE W Cv'ALL A/O/FEA aa`SVMUS BE -- .A PVC STOCKADE FENCE / .qaJ I I�!7y l / I O D DEMRRI MIMED AND 1EA/1ED Br 1W APWRO IYA/F AU77AO9V FS PRAW WAVE B! •M—•—.—- RE FENCE ^ \ 4i f l B. caAmACRX 9YAu cavrAcr•CAL amor mu OC'FM W!(Y.WoMIMO /p,STONE WALL \R F PVLPL7fiES ELC/ _ ) �. ` I l k / umlrr MAAWNG A LEASr rND FLEL KYXWG DArs P'Aov TO SrARr or ewe TREE IO RGLAO/ \ �'!►,,D CgQ 7 J I Jl / / j IXWSIRUC'ZIM 1-000-922-4455 ON 0"COW COL rYYYYYYYYYYYYI'\ FREE LAME / ` , ,F�,01J1 /� l $ANTART SEWER \ \. / Ww!%I'(A•0) s --•---♦- APPROX.SAN1TARY SEWER MAN LLA --W---W- APPROIL SWTARY SEWER SEANCE UNE / i' \ j lot \` m sAgTARr SEWER MANHOLE A� � -_( r=_ AC uwr \ �j / }r/ 11 II Q{� 30LU 3T[IRY SEVER AE3Zv9)V L cT7•Eg7Y /! / , S _\ . �b /'' :/ / 1'— Qd. �� WA APPROX.STORM DRAM PPE 1,j i' l/ • \ (./ %Y -ro1r2 / E.. V ® STORM DRAM MANHOLE J NOW I nOLR CCWSAW WNECA,FD roro r r C0 \`{`y` I /,rj �+Z' / WwIGOr(W f S) YB Q J A awe RLET EAIS'71NG' / / FaOnvc Ovww �Lz+vc PAI,O-- _ %Y/ 1�9 f7J ` J Ww,aOs•M) ~ =0 CNAAf LAW // E05DVD HOUSE G A CATCH BASH fEDILE 11PIc'AL i Ff sI11C4• �' `�\ WAIAM .rWJ �� � / C3• TOPOGRAPHY ` FOOrLVG CRAW�M/ 9 T.W 11BB• l ., ) Nrn{•.u'£j J cc0 3 _---_95----- WN1auR l \ GF,.rJJ.rA' 1 /...a.E Y ztSo' j 0.i XR95 SPQR F1EVATgII / \ / IRar PEAR- ` ` !\\ 4 /O oS! ILu WETLANDS `\ NArcNRAr mot` / l W HAE,LANDS UNE \. _ I �\:\ L.!I N \G�. , LAAONYr ' Arl / . Y / L; •// ,/ ! $ +e r ar.DOME L-121Go' / So / D 1 i // I 31 N»x TRY t Ww/Lg7E3//Al MAP AITFPFNCES T� F 'ffn PRO RQAO / `M \"I / ° / / , \a� Y. PPOYR/Y 9MKY Ror RAN 9/d?'Y90V PUN RESIA1Er PREPA9E0 Z N EAYSIWG l b l 44 FOR WRIIER ESUIEs 9/�M9oV t w,EF1ER EsrA lEs SEA" O 3ii Lor SZOCA'AOE S \\ // / ApA;EJ7D7 AE➢OUYL£0[SEtoFAIENr Rrl22EP ROAD I SHIN SZREF7 EA"I IR/OSOE (fT C FDNT •��nR A// / 17.1I' y cr BI`OE9Gv PPOTSLOA'ALS YYO DA TER s-D-00 FEY. ro r2-S-00 CCC z aAP U4iBNr MAP 9gNNG EA.¢"ENr AREA 7D d�OPAN�D TO II{ y7 c~crxwr LNMr AM Pon"Lco~r ACAoss rNE rlVo^fPrr OF All'. W C PRO'4RDE5 UC WEFIER ESrA 2S SLMW90V♦WAEFIER ESTATES Q• $ svoom AEsAx7var arwza%"r AAEE7ER ROAD I SNTN SO.EET sovm IWROSSG12 Cr en DESOW FNOFSROAWS We DAZED 2-22-20XII SL^AE.' RELYHW AS-BOLT PREPARED FOR WkFtq ESTATES 9]ZM MM7SOV. IOEssN Fookis9LwALs^Vc OATER ZJ2-11-m Rr J v, 0.1 SCALE EP101 D7 / // // / // WwJOO72•/ sew Dos fCnC/ SrA MAP EVO S SE PIPPAA 0 AOQAf Ar ro DE Arm"%2*AW COWV1 'STAWA Avr S7AIE W MFWA S A047 20- AFY W OWn A 10 GMO nE SrAAIT OF C.RAVCVW A S ADO IED PHFO(C CaV V FCn APAEIS AND Or N Di 1"' / SUW E OF aAC aV N)AS AOOPIFD Br Oi aYKCr,CV7 ASSDOA7R7/6 LAND a APKTDPS DGr a ALga71R 2ora � (� Z / . TNT OF 3GV1E Y a A PR AVP7Y 1701AWA Y.0 APIEY AND a PiE?M j ID OEFVr RC LOCAMY OF EASM4 OOVWd AMA RNE ro PR-PIY S LIMES • ma AA AP El 4fFDa REFDR R7D MAPS a if ihL wIa�A._R.NC .O ONFY.tA'CY i ro Mr•AAtlAIOfRE'ZaCD GEYYr KAA ACCURACY CBCDRE AFC.yYB�MA5AT E71W GL+aA F56A-3'T2A RSnrAGMNcWr GVt7SR SECWr AAS AOACREDP ACY �E�'A�- B ei • 'a"GLASS v-1SL7 AAORSrODTAFFT1L ACTPACV LEE5 GLASS r-2 cyfe {C1A7 ��i .c\ / � \ `-7� n G�'���. O`�O �� ��`L�' o�o�Q�. �G\�� I Generated by REScheck-Web Software Compliance Certificate Project 185 Wheeler Road, South Windsor RECEIVED Energy Code: 2009 IECC AUG 2 0 2020 Location: South Windsor, Connecticut Construction Type: Single-family :c th Windsor Building 0 Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 3,791 ft2 Glazing Area 13% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 185 Wheeler Road Walter Kebalo South Windsor, CT 06074 KEBALO ELECTRIC CO 175 Wheeler Road South Windsor, CT 06074 8608831390 w@kebalo.com Compliance: Passes using UA trade-off -crrpkan•_e. 1.4%Better Than Code Maximum UA: 442 Your UA. 436 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 1,221 0.0 49.0 0.020 24 Sloped Ceiling: Cathedral Ceiling (no attic) 374 30.0 0.0 0.034 12 Skylight:Wood Frame 7 0.300 2 Skylight 1: Wood Frame 7 0.300 2 Skylight 1:Wood Frame 7 0.300 2 Garage Walls: Wood Frame, 16"o.c. 288 22.0 0.0 0.056 15 Orientation: Front Mud Room Door: Solid Door(under 50%glazing) 18 3.000 53 Orientation: Front 1st flr.South Wall: Wood Frame, 16"D.C. 216 22.0 0.0 0.056 12 Orientation: Left side M. Bath- 1:Vinyl Frame 5 0.270 1 Orientation: Left side M. Bed- 1: Vinyl Frame 5 0.270 1 Orientation: Left side 1st flr.West Wall: Wood Frame, 16" o.c. 463 22.0 0.0 0.056 19 Orientation: Back Kitchen Door: Glass Door(over 50%glazing) 20 0.290 6 Orientation: Back Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter MBR-1:Vinyl Frame 34 0.290 10 Orientation: Back GR-1: Vinyl Frame 18 0.290 5 Orientation: Back GR-2:Vinyl Frame 18 0.290 5 Orientation: Back GR-3:Vinyl Frame 18 0.290 5 Orientation: Back Kitchen Casement: Vinyl Frame 16 0.290 5 Orientation: Back 1st fir. North Wall: Wood Frame, 16"o.c. 414 22.0 0.0 0.056 22 Orientation: Right side Kitchen Window:Vinyl Frame 14 0.290 4 Orientation: Right side 1st fir. East Wall: Wood Frame, 16"o.c. 237 22.0 0.0 0.056 9 Orientation: Front Front Door: Glass Door(over 50%glazing) 35 0.300 11 Orientation: Front Foyer- 1: Vinyl Frame 8 0.290 2 Orientation: Front DR- 1:Vinyl Frame 13 0.290 4 Orientation: Front DR-2: Vinyl Frame 13 0.290 4 Orientation: Front DR-3: Vinyl Frame 13 0.290 4 Orientation: Front 2nd fir. Bonus East Wall: Wood Frame, 16" o.c. 156 22.0 0.0 0.056 7 Orientation: Front Bonus Window:Vinyl Frame 32 0.290 9 Orientation: Front 2nd fir. Bonus South Wall: Wood Frame, 16" o.c. 160 22.0 0.0 0.056 8 Orientation: Left side Door: Solid Door(under 50%glazing) 18 0.290 5 Orientation: Left side 2nd fir. South Wall: Wood Frame, 16" o.c. 216 22.0 0.0 0.056 12 Orientation: Left side 2nd fir.West Wall- 1: Wood Frame, 16" o.c. 164 22.0 0.0 0.056 6 Orientation: Back Bed-3 Window:Vinyl Frame 31 0.290 9 Orientation: Back Bed-4 Window:Vinyl Frame 31 0.290 9 Orientation: Back 2nd fir.West Wall- 2: Wood Frame, 16" o.c. 144 22.0 0.0 0.056 6 Orientation: Back M. Bed -2 Window:Vinyl Frame 31 0.290 9 Orientation: Back 2nd fir. North Wall:Wood Frame, 16" o.c. 216 22.0 0.0 0.056 11 Orientation: Right side M. Bed-2 Small Window: Vinyl Frame 5 0.270 1 Orientation: Right side M. Bath-2 Window- 1:Vinyl Frame 5 0.270 1 Orientation: Right side M. Bath-2 Window-2: Vinyl Frame 5 0.270 1 Orientation: Right side 2nd fir. North Wall:Wood Frame, 16" o.c. 158 22.0 0.0 0.056 8 Orientation: Front Foyer Upper Window:Vinyl Frame 16 0.300 5 Orientation: Front Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 2 of10 Gross Area Cavity Cont. Perimeter Lower Level Half Wall: Wood Frame, 16" o.c. 361 22.0 0.0 0.056 18 Orientation: Back Office Window:Vinyl Frame 16 0.260 4 Orientation: Back Rec.Window:Vinyl Frame 16 0.260 4 Orientation: Back Floor: All-Wood joist/Truss 1,527 30.0 0.0 0.033 50 Bonus Floor:All-Wood joist/Truss 419 30.0 0.0 0.033 14 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 3 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2009 IECC Requirements: 96.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Veri PlanValurtfled Field V luefted Pam _. A Pre4ns on/Plan Review Co +es7 Comments/Assumptions 1JPR 3.2Construction drawings and ❑Complies Requirement will be met. 1] documentation demonstrate ❑Does Not energy code compliance for thebuilding envelope. []Not Observable❑Not Applicable 103.2, Construction drawings and ❑Complies Requirement will be met. 403.7 documentation demonstrate [-]Does Not [PR3]i energy code compliance for® lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 11c eating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. ized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not n loads per ACCA Manual J or Cooling: Cooling: ther approved methods. Btu/hr Btu/hr ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 4 of10 #� Foundation Ins Complies? Co1p p & Req.l!) 303.2.1 :A protective covering is installed to ❑Complies Exception: Requirement is not applicable. 11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. jt= installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 'I Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 5 of10 (—sec -- - -- --- r Plan ValuefiedFie1V luee lieu _.s Co tion - -^ -- > Fra /ppugh-In Inspection C.o nrt - 402.1.1, Door U-factor. ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 0 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-__ U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, Skylight U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.5 ❑ [FR5]1 Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies Requirement will be met. [FR12]1 insulated to >_R-8.All other ducts R- R- ❑Does Not • in unconditioned spaces or ❑Not Observable outside the building envelope are insulated to >_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies Requirement will be met. [FR13]1 air handlers,filter boxes, and ❑Does Not ® building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 14032.3 ;Building cavities are not used for ❑Complies Requirement will be met. [FR1513 i supply ducts. ❑Does Not ❑Not Observable ❑Not Applicable HVAC piping conveying fluids R- R- ❑Complies Exception: Requirement is above 105 QF or chilled fluids ❑Does Not not applicable. below 55 QF are insulated to >_R- 3 ❑Not Observable ❑Not Applicable Circulating service hot water R- R- ❑Complies Exception: Requirement is pipes are insulated to R-2. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5 ',Automatic or gravity dampers are ❑Complies Requirement will be met. [FR1912 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 6 of10 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 7 of10 Section Plans Verified Field Verified At Insulation Inspection , Value Value --&-Req.ID ' 303.1 .-` All installed insulation is labeled ❑Complies Requirement will be met. ,[IN13 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.5, ❑ Wood ❑ Wood [--]Does Not table for values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN111 ❑Not Applicable 0 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions, and ❑Does Not [IN211 in substantial contact with the 0 underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.4, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall [IN311 exterior,the exterior insulation mass ❑ Mass ❑Not Observable a requirement applies. ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 8 of10 i Section T nal pedion Pro Fi ylstjV, ag Plans Verified Field Verified. �— 402.1.1, Ceiling insulation R-value.Where R- R- ❑Complies See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2 used if insulation is not [Fill' compressed at eaves. R-30 may Steel ❑ Steel [:]Not Observable ® be used for 500 ft2 or 20% ❑Not Applicable (whichever is less) where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result ❑Does Not [F117]1 of<7 ACH at 50 Pa.This requirement may instead be met ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Post construction duct tightness _cfm cfm ❑Complies Requirement will be met. [F1411 test result of<8 cfm to outdoors, ❑Does Not or<12 cfm across systems.Or, rough-in test result of s6 cfm []Not Observable across systems or 154 cfm ❑Not Applicable without air handler. Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F19]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10I2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Nat Applicable 403.4 Circulating service hot water ❑Complies Exception: Requirement is [Flllp� systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies Requirement will be met. [F1611 fixtures are high efficacy lamps. ❑Does Not [-]Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [F118]3 mechanical and water heating ❑Does Not equipment have been provided. [—]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) i Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 9 of10 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 185 Wheeler Road, South Windsor Report date: 08/19/20 Data filename: Page 10 of10 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating Window 0.29• 0.49 Door 0.30 0.49 Skylight 0.30 0.43 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments • RPM ENERGY SOLUTIONS BUILDING LEAKAGE TEST 69 PERRY RD,HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 7/30/2020 Test File: 185 WHEELER RD Customer: KF PROPERTIES LLC Technician: V CASTELLON Project Number: Building Address: 185 WHEELER RD SOUTH WINDSOR, CT Test Results 1. Airflow at 50 Pascals: 1510 CFM50 (50 Pa=0.2 w.c.) 2.66ACH50 X PASS 2. Leakage Area: 83.0 in2 LBL ELA @ 4 Pa RECEIVED 3. Building Leakage Curve: Flow Coefficient(C) = 118.7 2 202� Exponent(n) =0.650(Assumed) AUG South Windsor INAdin0 Deft 4. Test Settings: Test Standard: RESNET One-Point Test Test Mode: Depressurization 5. Accuracy Level Standard Level of Accuracy Test V CASTELLON 203-903-7387 Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 68.5 CFM 0.12 ACH 13.7 CFM per person 2. Estimated Design Infiltration Rate: Winter: 97.0 CFM Summer: 76.3 CFM 0.17 ACH 0.13 ACH Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: Mechanical Ventilation Guideline(based on ASHRAE 62.2-2010) Recommended Whole Bldg Rate: 75.4 CFM Base Rate: 75.4 CFM RPM ENERGY SOLUTIONS DUCT LEAKAGE TEST RESULTS 69 PERRY RD,HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 07/30/2020 Test File: 185 WHEELER RD Test Performed For: KF PROPERTIES Phone V CASTELLON 203-903-7387 Test Results 1 Test Type: Total Leakage (Duct Blaster Only) 2. Test Pressure: 25.0 Pa 3. Measured Duct Leakage: 78.0 CFM(14.7 sq. in.) 4. Duct Leakage as a Percent of System Airflow: 5. Duct Leakage as a Percent of Building Floor Area: 2.1 % X PASS Additional Information Duct leakage is often one of the largest sources of energy loss in a house. Leaky supply ductwork causes expensive conditioned air to be lost before it can be delivered to the house,forcing your system to run longer to keep you comfortable. Leaky ductwork can seriously degrade indoor air quality by pulling pollutants and irritants directly into your house. Leaky return ductwork can also pull moisture into your home, making it feel uncomfortable even when the air conditioning is running. SITE OONPuAna CHECKLIST TOM OF SID MH WMDsW CONNECim *#** BUADING PERMIT***** ADDRESS 1J�1 �k.H 1 � 2pZQ LATNNIT#e Reviewed by CONTACT/DEY [c P, I Iu Sp1l7H WINDSOR PLANNING DEPT. Date Reviewed a/ Reviewed by, c—j ) Daft Submift ed oZ I B d Date Reviewed J a Reviewed by (Health Dept) Date Reviewed Approved/Denied In aaDrdance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved pence N/A . L 1. Name,address&phone number of / owner/applicant 2. Name,address&phone number of plan PreParer 3. Zoning Information—i.e.zone,open space, / floodway,street address —�/ 4. Plot Plan at 1"=4W scale J d. Subdivision reference,abutting properties,etc- b. Easements of record C. Lot description,bearings,building lines, / distances,area,etc. d. Contours,existing&proposed,1 or 2ft interval where appropriate e. Building location with dimensions.Elevations of proposed finish floor,garage floor&centerline of mad at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of. • Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/buildng compliance checklist Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# I n� W�yejer- n- Date: 2-6- 20 Sprinkler# qVEstimated Cost $ 1116 K FINAL APPROVALS :)=0 b Building COMPLETE RED BOXED AREAS Permit Fee $ 3 .� Occupancy Fee $ Engineering - TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit -Appr.for CO. No- SIGN ON REVERSE SIDE Total Fee $ 5$ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work wlje eot e9gFil Lot No. 2 Applicant's Address 1 7 C W h eeLie I Id, 6�. �jA✓ilsool e r Tel # Aio- 86;—lid f Town ram- o. �-f Zip ObV74 Lic.#jUHC 1 5(025 Owner /CS Architect Owner's Address 7 A A/' d Architect's Address �(11h1Z r7L /-44FX30te 50l WZM&rP✓ Zf Zip Pz y SAAfz Zip-- Sq. Ft. New Area: 1 st FI. /52 7 2nd FI. 3rd FI. Total New Area 3 Zz Purpose of this permit A60—V BU$F Df-7Z ,044�5 1- City Water Well J Septic System J Sewer; Ins: HO SP Cert. ( rea Basement Garage !` Approved by Date -1 Use Group Construction Type PfF OaQCQ� Revised 1108 a O�S I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines, side yard lines,and required distances from all other zones and is located in which this building and its se s al wed. Signed I hereby apply for a Certificate of Occupancy for the work clescrjbe in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 202000536 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/20/2020 FEE: GIS ID:93900185 ZONE: MUNIS APPLICATION# 202000208 THIS IS TO CERTIFY THAT r''R185 WHEELER ROAD UNDER'APPLICATION NUMBER 202000208 CONFORMS SUBSTANTIALLY TO THE.REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE'fOWN.OF.SOUTH.WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: f ' R VED FOR OCCUPANCY BUILD NEW ONE FAMILY.HOME APPO x s SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST'OR DESTROYED,A-DUPLICATE SHOULD BEOBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. ' 'T` CONSTRUCTION TYPE: K OCCUPANCY GROUP: BUILDING PFFICIAL 8/2 0/2 02 0 3:43 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET O1/20/21 Printed by Middleton, Morgan 14 17 35 INSPECTION: 128665 ELECTRIC SERVICE PERMIT: STATUS: APPLICATION: 202000208 LOC: 185 WHEELER ROAD SOUTH WINDSOR PROPERTY ID: 93900185 OWNER: K F PROPERTIES LLC CONTRACTOR: KEBALO CONTRACTORS 860-644-5124 REQUEST BY: PROJ DESC: BUILD NEW ONE FAMILY HOME WORK ORDER: INSPECTOR: WEAR RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 05/12/20 PM COMPLETED: 05/13/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/27/20 DOUG PASS B001 FOOTING 08/11/20 DOUG PASS B002 FOUNDATION 05/13/20 WEAR PASS B003 FRAMING (ROUGH) Poly in basement & garage - OK 06/05/20 WEAR PASS B003 FRAMING (ROUGH) 06/12/20 WEAR PASS B004 INSULATION * Main floors & finished basement area. 06/05/20 WEAR PASS E003 ELECTRIC ROUGH 06/05/20 WEAR PASS P003 PLUMBING ROUGH * DWV / Supply /Gas piping - OK 08/11/20 FOLG PASS Z003 CO PLANNING INSPECTION 2000272 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/16/2020 GIS ID: 93900185 FEE: 234.00 MUNIS APPLICATION # 202000898 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KEBALO ELECTRIC COMPANY ADDRESS: 185 WHEELER ROAD ADDRESS: 175 WHEELER ROAD OWNER: K F PROPERTIES LLC 175 WHEELER RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FINISH BASEMENT FOR RECREATIONAL USE(936 SQ FT)NO BEDROOM 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 6/16/2020 3:31 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 202000536 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/20/2020 FEE: GIS ID:93900185 ZONE: MUNIS APPLICATION # 202000208 THIS IS TO CERTIFY THAT 185 WHEELER ROAD UNDER APPLICATION NUMBER 202000208 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 BUILD NEW ONE FAMILY HOME b 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 VFVICIAL 8/20/2020 3:43 PM ANY CHANGE OR EXTENSION OF TI IE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 2000237 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 06/16/2020 GIS ID:93900185 FEE: 324.00 MUNIS APPLICATION# 202000870 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CHRISTOPHER IWANIK ADDRESS: 185 WHEELER ROAD ADDRESS: P.O BOX 1303 OWNER: K F PROPERTIES LLC 175 WHEELER RD FARMINGTON,CT 06032 DESCRIPTION OF WORK: COMPLETE INSTALLATION OF HOT AIR NAT.GAS FURNACE AND AC SYS TEM 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 6/16/2020 4:03 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000060 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/04/2020 GIS ID:93900185 FEE: 216.00 MUNIS APPLICATION# 202000208 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KEBALO ELECTRIC COMPANY ADDRESS: 185 WHEELER ROAD ADDRESS: 175 WHEELER ROAD OWNER: K F PROPERTIES LLC 175 WHEELER RD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BUILD NEW ONE FAMILY HOME SPECIAL CONDITIONS: WIRE NEW HOME ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/4/2020 8:56 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE