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HomeMy WebLinkAbout1280 MAIN ST Electric 0 APPLICATION FOR BUILDING PERMIT Plumbing# 1280 Main Street Date: HVAC # Sprinkler# 29774 FINAL PR" - - -- - Estimated Cost $ /U0 Buildin <� --- - -- -- - --- -- � Permit Fee $ /5-0 En roes COMPLETE RED BOXED AREAS Occupancy Fee $ %O g TYPE OR PRINT ONLY Affidavi Eng. Insp. Fee $ Appr. for o< < ► SIGN ON REVERSE SIDE / csa - -- - Total Fee $ TO THE BU DING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work I Lot No. Applicant's Address Tel.#. $L O aW-1- Town 5 _ i.0j rA<,6 f Zip Lic.# Owner Line Mu Aci- Architect_tocVu(\ Owner's Address Sn[ja F aS ghob(E' Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 30 Y q 5 2nd FI. 3rd FI. Total New Area Purpose of this permit t jo r f en f)ers aria Lzsr'_ no Ae LL � 'reS4,0hal U" 0 0 hea± City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement i Garage4*0— Approved by Date - 0-dJ Use Group Construction Type%WI-5 Revised 6M2 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 boated in which t building and its u " Ilowed. Signed 4aU4� I hereby apply for a Certificate of Occupant for the work described this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •+-29774-B 10,000 BO1 FOOTING 10/09/03 JFF A WITH CONTRACTOR 19 PIERS B10 FINAL 03/31/04 JFF A B10 FINAL 05/28/04 CJD A CLOSEOUT Electric # 73(, APPLICATION FOR BUILDING PERMIT Plumbing# / 1280 Main Street Date: HVAC # // / l� - Sprinkler FINAL APP VALS 29663 _ - - Estimated Cost $ �] nM.GO Building F101S PLETE RED BOXED AREAS Permit Fee $ Engineering 1 Occupancy Fee $ /o Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for c `d7 ON REVERSE SIDE Total Fee $ 7(00 TO THE B LDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant _ Location of Work r`MIC� StLot No. Applicant's Ad Hess I mn v n St Tel.# %k U 2�� Town > , Zip n Cn o]y, Lic.# Owner Tip,, Architect Owners Address SUMQ Q-, abcav Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. I Z)40 2nd A. 3rd FI. Total New Area Purpose of this permit _jN-L,a, ,& City Watered Well❑ Septic Systemd Sewer❑ Ins: HO V SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Rwls*d 6102 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 building and As use is allowed Signed I hereby apply for a Certificate of Occupanc for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- *�-29663-B 30,000 BO1 FOOTING 06/24/03 CJD A P03 ROUGH 08/19/03 CJD A P03 ROUGH 09/02/03 CJD A E03 ROUGH 09/08/03 WNB A WITH CONTRACTOR B04 INSULATION 09/10/03 CJD A B10 FINAL 10/22/03 CJD D DRYER VENT TO OUTSIDE, SNGL. 20AMP OTLT AT WSHMCH. +•-11816-H 7,200 ••-11306-P 3,900 •+-18436-E 2,000 st x g 1p N/F s. -4-- T S887T36'E♦ Edward W. Kasheta Jr- ' ♦ / , 891.20— I / DOST ` . ' ' � �\ �` ♦�♦ ,t s9.s ,_-' 20• SIDE YARD OA 1, 1 ► 4W ♦ Zc�♦ s.d 37- ss d // / , EX/S7WG7' IX 1 I JI % ' 2 //// 9, ,-' ,-' ZONE A--40 1 HOUSEi Top Of Moln a / 4 ' 1 1 C 12 \VFa-S77AIC el- / 1 12 4 B , '-'� ' j / - f 1 \ \ wd ♦ ZONE I e'o Ile Ile re , -' ' ' '' ' ' ' TOTAL AREA - '' ,-' 457,810 sq.ft.. i JUL 10 2003 South Windsor BUILDING DEPARTMENT at t'r a r.mr, and specinc+t L•n■are to t,,e pr:poae�edd�5ulldir44 or alterations to to I.U at t re with amendments stateA In arpll >tlon ar+a d v ith pl.tn and I agree to comply wrtn :rll znrir 4, and state I,,ws and such orders as shall tie rci by the Huilding 0:,par'm-nt during pender.y arts op9,�rrna^J and final issuance of a building ormrt. xI.,'led ply suh;ect to thu condlticn that „^..-rs and orot,-m r gulaung building &hall bs, a^d r.;th �ondlttonall} Appr.—U These riled Wltn aulldrnq i—p ctor ll �J �fCler 7 CERT11=iC/',T ICI J jr JCL Proposed usc(s) andicr structure(-' as shy, 1 on Li 1 1-1- (-) to be h or M1 i it wi;lds., except:.i.l_ may ape= bl rr" Date 7 Iv�v3 OR ZGnill,, Officer B 6 N/F Josephine Kasheta m U, EXISTING IP 1 14 \ I , i S88 27'36"E EXISTNG IP I I 891.20' \ O . \ ♦ I I / /' I \ ♦ \ ♦ \ 1 I 1 / 62x0 Limit of 100 Year Flood iz \♦ ` 32' Contour \` \ ', `\ `♦ 57x1. 59x0 58x9 \ _ / � M \ , , , i , \ \ 56x8 / N/F G \ + . I B Ingrid L. 49x9 55x6�� ��\ // Horst & g Mueller 39x2 �\ �? cA, ' 15M CA 50.5� 7' 5..3' S8827 36 ` EX/STlNG � �' O ' "E '� `\ + `, , ', HOUSE Cxi // /s 57 3 603.53' Top of Main a / ` \ , Wail Elev. 52 /r \ FE EL V.=22.2 ' ' 1 \ h+ ' \ \ ` 1 ` ' / //sue / • 5 \♦ + \\ r♦ \ \ `\ `, i '4 `, 148X?,/ ----\`.4 12' .� ? I \ ♦ \ `\ `\ '\ \ `/ 39x2 /'� 1 , 1 1 1 120 4 , EXISTING IP / 1 ' 1 , to _------- ----- T ` 644.67 EXISTING IP Q N8827'36"W r 1 72" RCP WITH ♦ , \ , \ TH 5' \, I 1 ♦� , 6'� , + --- FLARED ENDS 1 FE ELV.=22.7 C', , ♦ ♦ / I ♦ 1 ' Limit of 100 Year Flood o —52— — EXISTING CONTOURS • ' P 32' Contour • 52x5 EXISTING SPOT GRADE ' ♦ ♦` ♦` _ Ex15S ' \ EXISTING STORM SEWER • ` ` ` ` -------------' ---- ' APROX. WETLANDS BOUNDARY N/F -- EXISTING IP Alfred A. & Annabel M. Ped � mon ti EXISTING UTILITY POLE �c3` •� ` '' ,'' EXISTING HYDRANT \ - ® ELECTRICAL BOX Ly ` '' - _, , -' - ZONE A-4( BOLLARD ' ' " ,-' -' 329,784 Q WATER GATE \ `_= EXISI IN�IP ` '� 7.57 a< APPROX. LOCATION OF U.G. WATER LINEN APPROX. LOCATION OF U.G. ELECTRICAL LINE '� ` 0 NIF Josephine Kasheta ti NIF EXISTING IP IR $ �+ �i 31 by e g _ �; I ,' Edward W. Kasheta Jr. „�I� S88_27 36 E EXISTING IP ` • 891.20' �. S89 28 41 E x ' 4oxe\ , ` �, 51 ' , , ___ ---_! 59xe B0x3 -''a/ / 20' SIDE YARD EXISTING IP 344.33' Limit of 100 Year Flood 10' SIDE YARD Zo 32' Contour I NIF o t z t I t 57x2. _ // ..a. t , 1 t \ \ \ 59x0 58x9 C/ 54xe Z t _ & Ingrid L. �: ' 1 sexs // EXISTING '� I Horst g O � 1 � t 49x9 55xe � 1`7• B �" / / Mueller 9p \ ` ` \-` // , , GARAGE `__ --- % /// / �. FF=32.5 9x9 J 5ox5 -6 10 TAW 8 / _- 7 5.3• ZONE A 4 0 S882736 E 1 ,\ 't EXISTING _ ' /// '', ��' --------- foxt I 603.53 \` �, ` \` �I I'"ooT '� 't 1 � HOUSE U l\ ` FE EL V=22.2 Top Of Main a ' / Wall Elev. 52. % ® .' I , 11 `� `\ `\ '1 , 11448x�/ ——————_ // / ,Q ,� J' ''1 ,' i Q 12 48xt //, EXISTING IP t /� 39x2 /'f , t i , , 12 4 / BLjLj —M�— —. 1=: ♦ \\ ` `\ `\ ` `, , ` . ` `\ // 't t '1 11 52xo', 644.67' `__�__,_ axe Q N8827'36"W ` ` �" , EXISTING IP ` t ' ' ` -------- 40 - LF 72" RCP I 1 1 1 1 , __----- " / / WITH 5' ,♦♦� 1, It 4pxe ` ``,-' ,' i' ,-36 FLARED ENDS 1 ♦ yr�6 1 ' '' / 1 FE ELV.=22.7 _ ZONE I %Limit of 100 Year Food o ` �` - - � � � -------- -52— — EXISTING CONTOURS , 32 Contour % 52x5 EXISTING SPOT GRADE \ ` . EXISTING STORM SEINER ` � `\ 1 �� ,-' ,'�' '/ TO TA AREA Dc� NIF APROX. WETLANDS BOUNDARY NIF '` ``, 1 -------------' ,' ,-' ,-' -- / 5 Andre Charbonneau • EXISTING IP Alfred A. & Annabe! M. 457,810 SC]. ft. / Pedmonti �� � `, ` `,\` ,, ,' ' ,� ---- - -- - 1O.J�1 OC1'eS EXISTING UTILITY POLE EXISTING HYDRANT •� \ '' '' '' ' / a ELECTRICAL ROY ` BOLLARD Q WATER GATE '� ZONE A-40 AREA / ZOAIE / AREA EXISTIN�IP_` —Iy— APPROX. LOCATION OF U.G. WATER LINE \ `, 329,784 sq.ft. / 128,026 sq.ft. —E— APPROX. LOCATION OF U.G. ELECTRICAL LINE o- `, 7.57 acres / 2.94 acres Reference Mains• / 'po / 1. "Plot Plan Prepared for Jay & Linda Murtha 1280 Main Street, South Windsor, Connecticut" -- 1"=40' Sheet 1 of 2, 1"=20' Sheet 2 of 2, Dated 10-23-00, Revised 10--30-00 By J.R — Windsor, Connecticut, J.R. Russo LS. `` ' �•��� / EXISTING IP Russo & Associates of East m t, � / ♦` ft of ft � ) P Notes: ZVes `.0 \1) NIF 1. A portion of the parcel is located in a flood hazard zone, see Panel No. 090036 0008 B. QRO / Andre Charbonneau 2. A portion of the parcel is located in inland wetlands as noted on Reference Map #1. �` 20 SIDE YARD / �✓ J / 3. 100 year flood elevation is 32' (N.G.V.D. 1929 Datum). / 4. Bearings are Based on Reference Map #1. NIF ` 0 ~ � 5. Underground utility, structure and facility locations noted hereon have: been compiled, in part, Angela F. Vibert from record mapping supplied by the respective utility companies or governmental agencies, �P� / from parole testimony and from other sources. These location must be considered as / 10' SIDE YARD approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all EXISTING IP ---- `�h such features must be field determined and verified by the appropriate authorities prior to -- --"_ 340.10' " ---� —.. EXISTING IP —— NIF construction. Call Before You Dig 1-800-922-4455. I N8772'23"W i BENCH MARK NIF Andre Charbonneau I MUELLER NUT ON Samueul A. 1#711ard EXIS77NG HYDRANT ELEV. = 41.31 ZONING DATA BLOCK HOUSE zone A-40 40,000 sq. ft. Lot area minimum O 150 ft. Min. Lot width AS—BUILT LOCATION OF SEWAGE DISPOSAL SYSTEM Zi 200 ft. Min. Lot depth (TO BE MEASURED BY INSTALLER PRIOR TO BACKFILLING) lox Max. Lot coverage i © 5-22-01 FINAL SITE AS—BUILT o� 'B-_ _ __ _ _ 15% Max. Impervious coverage DISTANCE FROM SEPTIC l MANHOLE & 1 2 3 4 5 6 7 8 9 10 r EXISTIN IP WA7ER METER _ 50 fL Min. front yard SYSTEM COMPONENT s Built Plan "� S88 27'36"E Q 50 ft. Min. rear yard 20 ft. Min. side yard BUILDING CORNER "A" 85' 87.3' 176' 177' 179.7' 126' 130' 230.5' 233' 86' Prepared For: 603.53' L-Li 2.5 Max. stories - - - - - - - - - - - _ ' _ _ = 30 ft. Max. height of building BUILDING CORNER "B" 39' 47' 165' 169' 176' 141' 150' 207' 213' 44.5 Jay & Linda Murtha Zane l 1280 Main Street 20,000 sq. ft. Lot area minimum ` 100 ft. Mtn. Lot width BUILDING CORNER "C" South Windsor Connecticut V � -- , 150 ft. Min. Lot depth �- -- -- s44.67 (860) 64 4866 EXISTING IP ''��—— —� — Q 50X Max. Lot coverage N88 27'36"W 65% Max. Impeuvious coverage 35 ft. Min. front yard 25 ft. Min. rear yard 10 ft. Min. side yard J.R. RUSSO & ASSOCIATES r ^ 2.0 Max. stories TO 7HE BEST OF MY KNOWLEDGE AND BELIEF THiS 40 ft. Max, height of building MAP IS SUBSTAN77ALLY CORRECT AS N07ED HEREON. Land Surveyors & Professional Engineers HOUSE {ottKtesu.tq„ GRAPHIC SCALE This survey and neap has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the ON% � Regulations of Connecticut State Agencies — "Minimum Standards for Surveys and Ma in the State of ,�`� � �o. 1 SHOHAWI ROAD cn 40 0 20 4o so a eo 8 fig ys Ps � ,• •y Z Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is an Improvement q�� EAST WIND90R. CONNECiiCUT 06088 �i Location Survey bused on Dependent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & � � 62��s 9 EXIST. EDGE ( IN FEET ) T-2 . •• •• . ,. 8 �k •FAX. (860) 623-2485 OF PAVEMENT 1 inch = 40 ft. This document and copies thereof are valid only if they bear the live signature and embossed seal of O. the designated pn2fessional. Unauthorized alterations reader any declaration hereon null and void ��,Q•..,•.••�y BY SCALE DATE SHEET CHECKED NO. ,EL 1"=40' 11-28—W 1 of 1 WR 2000-064 r e N/F Josephine Kasheta N F EXISTING IF —•— -- S882736"E Edward W. Kosheto Jr. —"� -- -- EXISTING IF — �• —— 891.20' —— '—— _ y —-- _._' — s'�--- __. — — — __ S89 2841 Q` EXISTING IP — 344.33' _ I 20' SIDE YARD Limit of 100 Year Flood oD ; 32' Contour *� � ►L 10" SIDE YARD ro Horst & Ingrid L. zo 0 NIF EXISTING Mueller �xi a' GARAGE J N c". ZONE A-40 S88 27;36"E `%� EXISTING / 603.53 '� o a HOUSE Q \ a #1280 0 �� J ' — EXISTING IFLLJ i —W— — — — �'o Q N8827�36"lV — EXISTING IP r ZONE I ,Limit of 100 Year Flood 0- �% OR1� / �9 •� 32' Contour `%` % ♦ i R ` TO TA AREA / C? N/F N/F 457,810 Sq. ft. Andre harbonneau Alfred A. & Annabel M. Pedmon ti C, 10.51 acres ZONE A—40 AREA / ZONE I AREA EXISTING IF 329, 784 sq.ft. 128,026 sq.ft. Reference Maps: `so. 7.57 acres / 2.94 acres 1. "As Built Plan Prepared For: Jay & Linda Murtha 1280 Main Street South Windsor, ♦ ��� / / Connecticut Scale 1" = 40' Date 11-28-00 Rev 5-22-01 By J.R. Russo & Associates". / _— o `— Vol- / EXISTING IP Notes: ♦♦ �� / // 1. A portion of the parcel is located in a flood hazard zone, see Panel No. 090036 0008 B. \G� / m 2 // oP / 2. A portion of the parcel is located in inland wetlands as noted on Reference Map #1. �06, u.- V G � N/F Q�,p�• Andre Charbonneau 3. 100 year flood elevation is 32' (N.G.V.D. 1929 Datum). ♦ P 20" SIDE YARD 4. Bearings are Based on Reference Map #1. ♦ / / J 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or N/F / governmental agencies, from parole testimony and from other sources. These location Angela F. Vibert must be considered as approximate in nature. Additionally, other such features may �P Q exist on the site, the existence of which are unknown to J.R Russo & Associates. The ♦♦ 10' SIDE YARD size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. EXISTING IF 340. 10' N87.12'23"W ——. EXISTING IF —— NIF N/F Andre Charbonneau Samueul A. Willard ZONING DATA BLOCK I HOUSE I Zone A-40 40,000 sq. ft. Lot area minimum 150 ft. Min. Lot width LEGEND: 200 ft. Min. Lot depth 10% Max. Lot coverage A p�j w 15% Max. Impervious coverage = = EXISTING STORM SEWER � MANHOLE & Zoning Location Survey EXISTIN IP WATER METER 50 ft. Min. front yard c� APROX. WETLANDS BOUNDARY 58827 36 E Q 50 ft. Min. rear yard 20 ft. Min. side yard 0 EXISTING IF Prepared For. LQ T 603.53 2.5 Max. sores ti � EXISTING UTILITY POLE 30 ft. Max. height of building EXISTING HYDRANT Jay & Linda Murtha Zone 1 --w— 20.000 sq. ft. Lot area minimum ELECTRICAL BOX 80 Main Street O100 ft. Min. Lot width BOLLARD -- -- -- 644.67' ~ 150 ft. Min. Lot depth ® South Windsor, Connecticut EXISTING IF —— —— Q 50% Max. Lot coverage WATER GATE N88 27 36"W 65% Max. Impervious coverage —W— APPROX. LOCATION OF U.G. WATER LINE 35 ft. Min. front yard - -E— APPROX. LOCATION OF U.G. ELECTRICAL LINE 25 ft. Min. rear yard 10 ft. Min. side yard J.R. RT SSO Q /� SSOCT �TES 6 2.0 Max. stories �J V IJ lXi L11✓1.J 1L71 IJ TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS '-- 0 ' 40 ft. Max. height of building MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. t Land Surveyors & Professional Engineers o HOUSE tStudffllJ+II c ^� (� GRAPHIC SCALE This survey and mad, has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the CQN k,"�// tf 40 0 20 40 80 160 Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of �t3 .H•�,•kF�+ 1 SHORAN ROAD Z Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is an Zoning Location ��•��.� ��S'•i� EAST WINDSOR, CONNECTICUT 06088 o y SurveX based on Dependent Resurvev conforming to Horizontal Accuracy Class A-2. -4 (860) 623-0569 �. ( IN FEET ) ••�•• ' �o FAX: (860) 623-2485 1 inch = 40 ft. 8048 /. 1 This document and copies thereof are valid only if they bear the live signature and embossed seal of . Q• the designated professional. Unauthorized alterations render any declaration hereon null and void. �,,,�'•...••...•'� ``y. BY SCALE DATE SHEET CHECKED NO. -� 11i, SUR\I ����� JEL 1"=40" 8-03-01 1 of 1 JRR 2000-064z 0 0 V C V ! N/F Josephine Kasheta 62 62 N/F EXISTING IP _ . . .�.� `°> 52 5.z 5r•' 78 bo � S88 27 36"E Edward W. Kasheta Jr. -- -- -- --- _ N/F - - - _ __ Horst & Ingrid L. i 891.20' -7 I - S892841'E Mueller -- - -- -- -- --- -- - PROP. IP APROX. WETLANDS BOUNDARY �� _ 344.33' �" 20' SIDE YARD AS FLAGGED BY SOIL SCIENTIST Limit of 100 Year Flood - 5U (PRIOR TO CULVERT INSTALLATION) \ 32' Contour FTC. DRAIN OUTLE FL=45.0+/- ca0o I 10' SIDE YARD m \ - - j &4` TEMPORARY ♦ s f TOPSOIL ♦, . M_ DSO` ? 17 � _ `-OCKPlLE I ♦ N W TP D TP B �'i F { ♦♦`` `l S88 27'36'E W4 ,♦, ; PT, 603.53' ♦% wROPos D r W ,, HOU m e NOTE: W2 % 1 �(tEP RESERVE SEPTIC AREA TO BE W5 \ F` TP E �G P CLASS 5 CONC. GALLEYS (H-20-LOADING) ' `G \ ® �Q� TP G IF,THE AREA IS TO BE_)*THIN LIMITS �T 32 ��c� — -W OF GRAVEL OR1VEWkY AND/OIR PARKING AREA. •' W1 1 • I — EXISTING IP -j W i�.,E j' y2 , I . , PROPOSED 54 � i _-- �� � ' BIT. CQNC. - - _ W7 / W`— / PAVEMENT 52 + EXIST. �� C,E'TEXISTING IP " � 644.67' - " N88 27'36"W ��� " 32 'Town, 'o.f Sou th Windsor / o��o % oR' . ' _ __ - - --- A ss essor,'s Mop Bloch 84, Parcel 68 o MAX% . stop£ = 9.1%. R�' -Vollume 1146 Page 130--- -- ---- --- �g Limit of 100 Year Flood �\ 32' Contour � il ,�, 32 _ _ _ ," , TO TA L AREA , 5 NSF - - - -- - -- - -- - - --- - - Alfred A. & Annabel M. / Pedm on ti O-� 10. 51 acres ZONE I / // ZONE A-40 AR=A / ZCWE / AREA '"" „"'�"'-- °-- EXISTING IP 329, 784 sq.ft. 128,026 sq.ft. ' moo. 7.57 acres / 2.94 acres PROP. IP 0�' m / Stone On Filter �sr ��6,•�`�o OGP\ / N/F Fabric '`' 0-1 R�� / Andre Charbonneau Marafi 140(N) Thick Min. \ aQQ / / J \ 20' SIDE YARD � Construction Exit Pad / NOT TO SCALE g N/. Angelo F. Vibert \\ 10' SIDE YARD PROP. IP — 340. 10' N87'12 23"W -'- N/F BENCH MARK N/F PROP. IP Andre Charbonneau MUELLER NUT ON Somueul A. Willard EXISTING HYDRANT ELEV. = 41.31' ISGEN12: TONING DATA BLOCK Z Z �* Zone A-40 O AID O8SERVA'Kkr PIT (APPROX. LOCATION) A 40,000 sq. ft. Lot area minimum o rn ! �, N/F 0 PERCOLATIUN TEST HOLE (APPROX. LOCATION) 150 ft. Min. Lot width v ! EXIST. Horst & Ingrid L. 200 ft. Min. Lot depth EROSION do SEDIMENT CONTROL PLAN KEY -52-- - EXISTING CONTOURS Revision 10-30-00 Add contours, Lot desc., prop. util. & cor. pins, 32' flood elv. o o rn HOUSE Mueller 10% Max. Lot coverage ¢ ^ �— 15% Max. Impervious coveroge PV PERMANENT VEGETATIVE COVER Plot Plan n�; � ^ s2 PROPOSED coNrouRs 50 ft. Min. front yard cn � EXISTING IP Q 52x5 EXISTING SPOT GRADE Ya -- -- -- S882736 E y 111, ROP. MONUMENT -- 52.5 PROPOSED SPOT GRADE 50 ft. Min. rear yard TV TEMPORARY VEGETATIVE COVER Prepared For: 603.53' 20 ft. Min. side yard 15'R — W 'L_J = = EXISTING STORM SEWER 2.5 Max. stories CE CONSTRUCTION ENTRANCE W W — W —W —W— — PROPOSED WATER Z�e30 ft. Max. height of building SILT FENCE Jay & Linda Murtha CE - - EXIST. GirA 1/EL DRIVE - J - -c,E,T- — PROPOSED CABLE, ELECTRIC, TELEPHONE 20,000 sq. ft. Lot area minimum ST 1280 Main Street 15'R C,E,T- C,E,T- -C,E,T- ^ ^ APROX. NETLANDS BOUNDARY 100 ft. Min. Lot width i _ C,E,T- — — -C,E, -- — — 150 ft. Min. Lot depth South Windsor, Connecticut EXISTING IP — —— —— —- 644.67' STAKED HAY BALES OR SILT FENCE 507 Max. Lot coverage — EXISTING860) 644-4866 -a N88 27 36 W O BPROP CONC. Q 6 Max. Impervious coverage k 0 PROPOSED IP 35 ft. Min. front yard APRON 10 PROPOSED MONUMENT 25 ft. Min. rear yard N/F 10 ft. Min. side yard J.R. RUSSO & ASSOCIATES EXISTING JTIUTY POLE 2.0 Max. stories EXIST. Alfred A. & Annabel M. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS o HOUSE Pedm Onti - EXISTING AYDRANT 40 ft. Max. height of building MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Land Surveyors & Professional Engineers ♦t♦�i1111117if:dll,,s + •}f1• '�Y.- GRAPHIC SCALE �, �o�tirrF 'd,,, ,.� off•........ F (b This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the �° O .•••••••••C'T �• •`` �,,•• H R. 'X"� 4i .• XA R. f3 •- �p 9G••, 1 SHOHAM ROAD �* 40 0 20 40 80 160 Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of ti '� •'�;Q ,� Us•,�'G +��:'S ,? Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survev co :off so';�' =�: o• EAST WINDSOR. CONNECTICUT 06088 based on a 1`)ependent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & T-2. (860) 623-0569 cn EXIST EDGE ( IN FEET ) -- . • ,� • . __.__.__. 0 048 [ � No.a FAX: (860) 623-2485 OF PA VEMEN T y"'. Q•. `� / `� 1 inch = 40 ft. /, • /,, •' This document and copies thereof are valid only if they bear the live signature and embossed seal of 1 ���� ♦♦♦♦ BY SCALE DATE SHEET CHECKED N0. the designated professional Unauthorized alterations render any declaration hereon null and void. ` � t��4e�♦♦ I��,�Ilull,��� - - b JAJ 1"=40' 10-23-00 1 of 2 JRR 2000-064 0 V lJ Septic Notes ERASION & SEDIMENT CONTROL PLAN KEY 48 50 52 54 56 58 60 62 62 1. This septic system is designed for a 4 bedroom house. Any increase in the number 1 of bedrooms or the installation of a large capacity discharge type bathtub/jacuzzi (over PV PERMANENT VEGETATIVE COVER [' 100 gallon capacity) will require a septic system redesign by the engineer. 1 38f� *27' c 36 TV TEMPORARY VEGETATIVE COVER -- 2. The septic tank size specified on this pion is based on a 4 bedroom house. This CE Test Pit Data: size does not allow for the installation of a large capacity discharge type CONSTRUCTION ENTRANCE ` ` ' r ' / i both tub/'acuzzi. If a large capacity discharge bathtub/jacuzzi is installed the engineer T-A 0=12" Coarse med. sand `11 1 ', � ; � / ��/' �� �• 20 60 must be,contacted for proper sizing of the septic tank. 5T SILT FENCE 12"-18" Coarse sand 18"-72" Compact silly sand (ponJ 3. If the septic tank is more than 12 inches below finish grade, provide risers on baffle Mottling at 18' , ' `, - - - - - - - - - - --' covers and center cover. , `----------------- I T-B 0"-47" Fine sand + , 1 + ' ' � \ 4. The bottom of the leaching system must be a minimum of 18 inches above the 47=72" Pon maximum ground water level and shall be at least four feet above ledge rock. In cases Mottling at 36" '1 where the soil has a minimum percolation rate faster than one inch per minute, the ` + bottom of any leaching system shall be not less than eight feet above ledge rock or T--C 0"-72" Med. sand ,+ ; - distances shall be doubled from any well in accordance with special provisions of Table LEGEND 72"- Pan + I ' PV No. 1, item A of the Connecticut Public Health Code. Assume mottling at 60" FtG. DRAIN OUTLE7i FL=45.¢+/- - - - - _ - - - _ -.. - _ - - - - - - _ - - - --- / 45 OBSERVATION PIT (APPROX. LOCATION) 5. Contractor to use care during construction to keep the septic area undisturbed until F it is staked and approved for installation b the engineer or Health Department official. Q PERCOLATION TEST HOLE (APPROX. LOCATION) T-D 0"-60" Med. sand PP Y 9 P 60"- Pan ; 98, -52- EXISTING CONTOURS waffling at 4$" I 6. Septic fill material shall be clean, bank-run sand or gravel containing no more than - 59: fines passing the 200 sieve. The porosity of this sand-gravel fill shall be 1" in 52 PROPOSED CONTOURS ;� P 9 # 5-10 minutes after compaction. T-E 66'66PoMed sand I i •`SDR + r 52z5 EXISTING SPOT GRADE , r TEMPORARY ST 7. Distribution boxes to be placed level in undisturbed soil or compacted gravel to below 52.5 PROPOSED SP07 GRADE Mottling at 54" `, i S `S? � -__ ____ TOPSOIL ' I 1 egg ��A 1 .1T � 1 STOCKPILE frost line. _ s = EXISTING STORM SEWER + ' _ t T--F 0=8' Topsoil \l , I ' Mid! 0 ', I h ,' TP D 8. The soil test results and soil types apply only to the test holes shown and may not ----w---- PROPOSED WATER 8"-54" Med. sand be the some for other areas on the site. Soil type, grade and various elevations should 54 Pon + `, \ ; ` I T- TPA ---C,E,T--- PROPOSED CABLE, ELECTRIC, TELEPHONE Mot tlin at 48" ' + i , I ' +� I ' S 5 Tp F r be verified by owner or contractor over the entire leaching area during construction. 9 , , ` _ ^ ^ APROX. WETLANDS BOUNDARY Wther at 54"" , \ _J L J , 9. The septic system installation must conform to local and State Health requirements. STAKED HAY BALES OR SILT FENCE `+ �,` 1 •5'S 6 45, ;t i 28' SCH-40 PVC Tp6 Q1 r T--G 0"-6" Topsoil , , , I S=2.1% PT 10. Any deviation from the septic design as shown hereon must be op proved by the EXISTING IP 6"-48" Med sandt. ' y engineer prior to construction. 48= Pan , `, I ` 1 , + 'f O PROPOSED IP g " 1 I 12$' 4" PVC ,' Mottling of 42 '1 , ` , + I , + I FL=57.15 ' SDR 35 S ' ' Water of 60 FL=56.55 IN 11. Foundation dimensions shown on this plan are for site design purposes only. The p PROPOSED MONUMENT , , I 1 , , ` N , = 1.04� �► ' foundation contractor shall use architectural plans for layout and construction of the ( } ' EXISTING UTILITY POLE ' ' ' + My ' PROPOSE4 ' FL=56.30 (OUT) "(` 0 '`�• " building(s) foundation. P-1 Perc rate - 3 min./inch ', `, 1 i ', ' ' HOUSE ' i 1500 GAL. SEPTIC TANK EXISTING HYDRANT , ', , 1 1 ; ; ' , ARROW AC-3 OR EQUAL TPG� p MAIN Ff x 12. Location of existing utilities shown on this plan are approximate and may not be I ao� sf complete, contractor must call before digging for verification 1-800-922-4455. , + 1 , + x A ZABEL A-1800 SERIES 7' 8SM T. FF = 5c�5 � I � `, I ` y' I EFFLUENT FILTER SHALL BE ' + ' INSTALLED ON OUTLET PIPE. 13. Septic system as-built to be measured by the installer prior to backfilling. Copies 1 I , 1 , o , o E of as-built to be provided to the local Health Department official and the engineer. ' I 4' 14. Piping from the building to the septic tank to be 4" PVC Schedule 40 or equal, ; �+ 1 `� �� ' ,---,__ P 9 9 P q ` + 1 ' W ` k' ' , !�►G q TP G minimum slope is 1/4" per foot. Piping leaving the septic tank to the distribution box ` \ to be 4" PVC SDR-35 or equal, minimum sloe is 1 8" -� W 46 48 50 52i 1 i 58x1 __- -y--_----- _ ------- ' �ti� p / per foot. Piping located within . _ , PV the leachingtrenches to be perforated 4" PVC SDR-35 leaching trench shall be laid 1- 44 I ► '� I 1 r 1 , ' level or at a slope not exceeding two to four inches per one hundred feet. 42 15. All utilities including but not limited to gas, water, electric, telephone, and cable {� FINISHED/EXISITNG GRADE �'1 ; � �� �+ GAl�AGE. ,« v, � shall be a minimum of 10 from the primary or reserve septic fields. No such utilities , , , PROPOSED +� shall run through the primary or reserve septic areas. N o o BlT. CONC. PAVEMENT 16. All stormwater drains to be installed within 25' of the primary or reserve septic FILTER FAerzfc `I `, `, `, 1 , -'S2 areas shall be inspected by North Central District Health Department prior to burial. 2" TOPSOIL II ', 1` ' `, 1 • ST NOTE: - �56 RESERVE SEPTIC AREA TO BE 1' BROKEN STONE OR 1' , ', 1 `, ,' w CLASS,5 CONC. GALLEYS (H-20 LOADING) Reference MaAS: SCREENED GRAVEL , , , , + 0 0 0 0 0 0 0 0 0 , r �' p,R� PREP 0 00000 0 000OOOo , 1 1 ' + � IF TWE AREA /S TO BE WJTH/N'ZIMITS 0 0 0 0 o I I I ` I QOR G OF GRAVEL DRIVEWAY 4N61OR PARKING AREA. 0 0 0 0 0 0 0 , , , , po 1. "Property of Joseph A. ICrawski Jr. 1270 Main St. South Windsor, CT. Scale 1"=40', o°o°o°o ° °o°o° 1 + ', + IMPR July p 1967, by Wiliam J. Carrington, Reg. L.S. Certified Class A-2. Approved by ° 0 0 0 0°0 0 ° It 0 0 000000 0 0 oI , _ Town of South Windsor Town plan Commission 9-26-67, Joseph J. Carina, Chairman. 00000co000000000 4' DIA. PERFORATED PLASTIC 1 , , , , _ GRP � o a 0 0 0 0 0 0 o I , Re-Approved By Town of South Windsor Town Plan Commission 2-27-68 Joseph J. 00000000000000000° Casino, Chairman. Reed. for record 3-7-68, 9:30 A.M. Charles N. Enes, Town Clerk." 0 0 0 0 0 o 0 0 o 1 , Nf.:.e: The referenced document defines a Rear or Flag lot with 50'+/- str::£t :. . .iage. 1 2. Toy of South 1f'iir-sor Topographic Map. POROUS Solt. FOR 1 , r" ,I ABSORBM SEWAGE - 3. "Sanitary Sewer Construction Main Street Interceptor, South Windsor, Connecticut Main Street TYPICAL SECTION OF LEACHING TRENCH - Sta. 64+00 to Sta. 76+00 Sheet No. 7 Dated June 1977 Revised to 12-18-79, Scale 1"=40' - horiz.l":4' vert. b James P. Purcell Associates, Inc. Glastonbury, CT". r" Notes: 1. A portion of the parcel is located in a flood hazard zone, FIRM Panel No. 090036 0008 B. 1 ', ` `� `, -` --------------------C�� G-RAPHIC SCALE \ ` 2. A portion of the parcel is .located in inland wetlands as flagged by Soil Scientist & noted on so "-t0- 20 +0 so i page i of 2. / _ ------ SEPTIC SYSTEM DESIGN CRITERIA 3. 100 year flood elevation is 32' (referenced to N.G.V.D. 1929). NUMBER OF BEDROOMS 4 ( IN FEET ) 4. Bearings are Based on Reference Map #1. PERCOLATION RATE 1 min./inch. 1 inch = 20 ft. OTHER RESTRICTIVE (MOTTLING) 0 42" 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, SL OPE=3.7% +/ BOTTOM OF from record mapping supplied by the respective utility companies or governmental agencies, TRENCH 0 24" BELOW EXISTING GRADE from parole testimony and from other sources. These location must be considered as REQUIRED LEACHING AREA = 660 sq.ft. ANGLE t BI ITY AN E AS-BUILT LOCATION OF SEWAGE DISPOSAL SYSTEM approximate in nature. Additionally, other such features may exist on the site, the existence FILTER FOR STABILITY AND BACKFILL THE TRENCH of which are unknown to J.R Russo & Associates. The size, location and existence of all RECOMMENDED INSTALLATION FABRIC SELF CLEANING. AND COMPACT THE (TO BE MEASURED BY INSTALLER PRIOR TO BACKFILLING) such features must be field determined and verified by the appropriate authorities prior to EXCAVATED SOIL. construction. Call Before You Dig 1-800-922-4455. SEPTIC TANK 1500 gal. FLOW COMPACTED DISTANCE FROM SEPTIC 1 2 3 4 5 6 7 8 9 10 LEACHING AREA 660 sq.ft. 100, BACKFILA�l SYSTEM COMPONENT 6. Electrical service to be provided by Connecticut Light & Power Company. 7. Electrical and water service to be connected from existing Main St. lines. MINIMUM LEACHING SYSTEM SPREAD (MLSS) BUILDING CORNER "A" I N Mw(HYDRAULIC FACTOR 28 ) x (FLOW FACTOR 2 ) x (PERCOLATION FACTOR 1 ) = MLSS IN FEET 56 0 8. Soil erosion and sediment control contact person: Jay Murtha (860)644-4866 BUILDING CORNER "B" 9. Foundation dimensions as shown on this plan are for site design purposes only. Foundation BOTTOM OF contractor will use Architectural plans for layout and construction of the building(s) DRAINAGEWAY BUILDING CORNER "C" foundation. I I 10. Observation pits and pere test taken by town of South Windsor Sanitation Dept. on 10-12-00. 1 3 1 LLLLLL B B LLLLL LLLLLLLL LLLLLLL ' _ ' A LLLLLL LLLLLLLLL LLLLL A I U_ LLLL LLLLLLLLL LLL L LLLLLLLLL L Revision 10-30-00 Add contours, Lot desc., prop, util. & con pins, 32' flood elv. ` GRADE ' i PROPOSED ' ' POINTS "A" SHOULD "BE B Plot Plan -- _ 58 ' I HIGHER THAN POINT "B" _- D-BOX ARROW ! EXISTING GRADE �- DB-3 OR EQUAL FL = 55.0 GRAD FL=57.15 I I ELEVATION EX►STl G _ Prepared For: 57 1--- - - - --- -- - --- - --- - - - = 2.190 57 PLAN VIEW _ - - 28. - 4 Jay & Linda Murtha r _ 1.09b 56 SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS. CONNECTICUT -- 56 - ---- -f 9'-o.c:- -- ------------- -- --- , ------ 125 #--Pv�sD 35 S - 1280 Main Street ' ' South Windsor, Connecticut ' - - - _ _ TANK 55 PLACEMENT & CONSTRUCTION OF 55 -� 860 644-4866 - - A SYNTHETIC FILTER BARRIER 11500 GAL. SEPTIC TANK BOT. ELEV. = 54.5 I ARROW AC-3 OR EQUAL 54 NOT TO SCALE -- -- -;---- -- -- -- --- - - A ZABEL A-1800 SERIES J.R.EFFLUENT FILTER SHALL BE tJ RUSSO & ASSOCIATES �- INSTALLED ON OUTLET PIPE. 53 � I _-, 53 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS � Land Surveyors & Professional Engineers -----A-_.-- -- I - .}-. _--- -_ __----- --- --- ------ I-------------- --- -- - - - ( ) I MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - FL=56.55 I N FL=56.30 (OUT) g -- -- - I-- - -- - ---.-- --------- --_--- -- -^- - "- - - This survey and ma has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the 41 °'°►aEe®� QNF6 , �`�.�pH q.N.FG�''•P, STRIP TOPS01 AND SCARIF SUBSURFACE y p p > c 1 SHOHAM ROAD � Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of ��,`Q�•��P R 9G••�,''`F.4;��5 ^`� Gs';�� •4;: PRIOR TO PLACEMENT OF APPROVED s ; C) cn , r _ 51 i SEPTIC FILL. i 51 Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is an Improveme- :.5 �11. ,P . - o:e ; EAST WINDSOR, CONNECTICUT 06088 �"i 0* � - ------- - ------- -- ---------- -- ------ - -- ------ -- - Location Survey conforming to Horizontal & Vertical Accuracy Class A-2 & T-2. = 860 623-0569 BSNT. FF = 50.5 ��e M LEACHING TENCHES SHAIIL BE NO �---� . . =� ' a •' ' . ' ""� No.6048 T� . .� • �p: 048 d P�9'•�! ��•� FAX: (860) 8 Ln 50 MORE THAN 24" INTO EXITING GRADE. F 23-2485 - -- -- ----- --- _ - _---I ------- ------- -------- --1}RO� �`E�S"�CT ��-- - This document and copies thereof are valid only if the bear the live signature and embossed seal of 1" = 2' vert. the designated professional. Unauthorized alte ations ryender any declaration hereon null and void. BY SCALE DATE SHEET CHECKED No. R 49 1" = 10' horiz 49 :aae I - JAJ 1"=20' 10-23-00 2 of 2 JRR 2000-064 u ii ` N/F � � �'6 � S8827'36"E W.Edward Kasheta Jr 891.20' 60 ♦` ♦` , 1 / %--- ---- s9xe 6a`i y°/ / IL EAST . \ ♦ ♦ _ / 20' SIDE YARD 1 1 1 1 \ \ ♦ ` � xf g \ \ 1 1 \ \ ♦ 37x?♦ 39x0 Sdx9 '———1 / I _ ++ 1► +\ �sx9 ` 2 ♦ 33x6 �7• DIMING GARAGE ► 1 39s2 all \ \ \ \ 3$ Poo( '6- 2 // 9 -' - 1 ZONE A--40 +\ \ ► (1 EXISTING // '- ,- /' ' 1 xl 1 HOUSE Top Of Mob .3 494 \ Wall Dev. 52. a /% 4 ,- ,' �. , + , / / 7 .' \ ► + \ ` ------ ' 36 / ZONE I ` ♦ \ — I ,' ♦ ♦ ` �1.16 4 ' '' TOTAL AREA 457 810 sq. ft. _ , .----------=--=- 10..51 nr_rPS r �{ S �• � . � S e t n � 1 1 --— —— S88 27'36"E 891.20' T17' JEXIS377)NVG (Za0 NAA1 t4 TOP OF REAR WALL EL£V. = 48.1 FOUNDAAAN TOR OF MAIN WALL £L£V• 52.1 4' h 12' w w e Go►.mEclvV GA060- N N M 11� 11� IL' NF.�V poGi't«il Gill Vy ti ps r.r r im 2 2003 South Windsor BUILDING DEPARTMENT 3 roposod structurr- shown on j to be :)nformari F,, w, t fih VVi ,I�, g0ar;cns iay apple. ; )ateZ Cc 3- — - - 1, pla-i mind •jr..-ilia alc.T, .•x .: t�n,prc/ram:ice owld in;; or alto rai��-ns s Mtn (ate 5 (D� „..,. ...zh DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Applicgi : TOWN OF SOUTH WINDSOR (Y1G BUILDING DEPARTMENT —� A 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date spector Application must be printed or typed FEE SCHEDULE Location of Job: XA- MAims t9�� $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANTZT421P iZC_ APPLICANT ADDRESS D r5 APPLICANT PHONE# O W N S OWNER OWNER ADDRESS ?r�G �o �� 'fob O . OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ r •1)D TYPE OF JOB: R-Co New Installation �Alterati n/Additio epair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ,�EWEATING ,4MSIDENTIAL ,45�A/C ❑COMMERCIAL 0 VENTILATION ❑INDUSTRIAL HEATING O STEAM LOW PRE SURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ElHYDRONIC ,WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE -°F INSIDE OF DIFFERENCE_Z=°F TOTAL HEAT LOSS(BTUH} 7 y °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) (�©, ©� 0 GROSS HEATING CAPACITY(INPUT-BTUH) � NET RATING(OUTPUT-BTUH) TYPE OF FUEL ,t j -GPM OIL TANK LOCATION SIDED OUTSIDE CAPACTTY.,� ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING i DESIGN TEMP.OUTSIDE -5 °F INSIDE 7) °F DIFFERENCE Z °F TOTAL HEAT GAIN(B /,2��(HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQYIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE 6 L COOLING CAPACITY(BTUH) 6 0 VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. C7/� CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DA i t ADDITION HVAC LOAD ANALYSIS for 7..•+m ,�,a e• -» ;'4'"�,,,x.�tr�� gay„ � '+P•'o t Elite oftwore RHVACRESIDENTIAL AND UGHT COMMERCIAL HVAC LAADS Prepared By: Steve Smith Advanced Heating and Air Cond.Inc. 701 Nutmeg Rd.North So.Windsor,Ct 06074 282-0205 08-18-03 {[: RHVAC-Residentlal 3 Light Commercial HVAC Loads Program Elite Software Development,Inc. - 'Advanced Htg&PJC ' `�"�� Addition South Windsor,CT O6074 08-18-03 . .w {r Page 2 Project Summary Project: Addition Company: Advanced Heating and Air Cond. Inc. Client: Murtha Representative: Steve Smith Address: 1280 Main St. Address: 701 Nutmeg Rd. North City: So. Windsor, Ct. 06074 City: So. Windsor, Ct 06074 Phone: 289-2365 Phone: 282-0205 Fax: Fax: 528-2949 Comment: j Design a .4 { w Name: Addition Na Project Reference City Hartford, Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 19 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 7 N/A N/A 72 N/A Summer: 93 73 50% 73 30 !Check Figures Total Building Supply CFM: 430 CFM per square foot: 0.347 Square feet of room area: 1,241 Square feet per ton: 1,212.909 Building Loads — Total heating required with outside air: 30,542 Btuh 30.542 MBH Total sensible gain: 9,454 Btuh 86 % Total latent gain: 1,494 Btuh 14 % Total cooling required with outside air: 10,948 Btuh 0.912 Tons(based on sensible+ latent) 1.023 Tons (based on 77% sensible capacity) Notes ----- III `_ y .k £ ,•a- N •:�SM` ." a^:t�f.�}i"t!_rh"FRfa1 `�;i}:..�,t�s�.%. Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. — - - —— Friday,August 15.2003 RH VAC-Residential&Llght C Commerclal HVAG Loads Program ,\ Ellie Software Development Inc. Advanced tg �+ ,.�Fs ..vFr� r Addition i South Windsor,CT 06074 08-18-03 Page 3 - Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3A Window Double Pane Clear Glass Wood Frame 75 2,685 0 2,250 2,250 11A Door Metal Fiberglass Core 21 805 0 292 292 12C Wall R-11 + 1/2" Gypsum(R-0.5) 895 5,235 0 1,899 1,899 16G Ceiling R-30 Insulation 1,241 2,661 0 1,801 1,801 19D Floor Over Basement/Encl Crawl Hardwood+ R-19 1,241 2,096 0 0 0 Subtotals for structure: 3,473 13.482 0 6,242 6,242 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork: 0 5,090 0 1,576 1,576 Infiltration: Winter CFM: 167.5, Summer CFM: 74.5 96 11,970 1,494 1,636 3,130 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 9,454 Temperature Swing Multiplier: X1.00 Building Load Totals: 30,542 1,494 9,454 10.948 Check FlgureS Total al Building Supply CFM: 430 CFMpe r square foot: 0.347 Square feet of room area: 1,241 Square feet per ton: 1,212.909 _ulIdhp Loans ' Total heating required with outside air: 30,542 Btuh 30.542 MBH Total sensible gain: 9,454 Btuh 86 % Total latent gain: 1,494 Btuh 14 % Total cooling required with outside air: 10,948 Btuh 0.912 Tons(based on sensible+ latent) i 1.023 Tons(based on 77%sensible capacity) 1 Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. I� Friday,August 15,2003 RHVAC-Residential 3 Ugh Ell Sottwanl OwNopment,Inc. Advanced Htg&A/C 'mo , `�, . r Addition South Windsor,CT 06074 18-03 ' Page 9 ' Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Cig Zone Cig Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name_ SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM —Zone 1— 1 Kitchen 186 6,053 79 1-5 500 1,499 327 68 1.00 68 68 2 Living 341 7,190 93 1-6 532 2,298 389 105 1.25 131 105 3 Bed#1 231 7,722 100 2-4 647 2,483 389 113 1.25 141 113 4 Bed#2 231 7,722 100 24 647 2,483 389 113 1.00 113 113 5 Lav 252 1,855 24 1-4 360 691 0 31 1.00 31 31 System 1 Totals 1241 30,542 397 9,454 1,494 430 484 430 Main Trunk Size: 12x8 in. System#1 Cooling System Summate` W-MRlr A Cooling Sensible/Latent Sensible Latent Total _ Tons Split Btuh Btuh Btuh Net Required: 0.912 86%/14% 9,454 1,494 10,948 Recommended: 1.023 77%/23% 9,454 2,824 12,278 I t i i 1 -------- -- Friday,August 15,2003 ' DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: � � It 3�o BUILDING DEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# X2q,a-3 644-2511 ext. 230 2 74,63 Date Buffmg Insr—�tpec or Application must be printed or typed FEE SCHEDULE Location of Job: $o-$1,000=$15.00 [Street No. Street Lot No.Over$1,000$15.00 per$1,000 or any fraction thereof nant Designation :Apt.No. APPLICANT '7�3 A1,11 4-7' .S h'Z APPLICANT ADDRESS 355— /l/f'E" C��.eW APPLICANT PHONE# C�7elO — O W N S F�4 OWNER . .%��% /!�l a" /►'t L/,/-�.4 OWNER ADDRESS /iZre /7�71151e, OWNER PHONE C ESTIMATED COST$ 2anr7 �70 IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ ��2, cab C; TYPE OF JOB: SO R-Co New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMrF APPLICATION? ❑YES Ll NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIMON OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE 7 SIGNATURE OF APPLICANT DATE G_7 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR (� BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 ,� 6 3 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE E-Tenant 1`$0-$1,000= Street Lot No. Over$1,000= $13.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT ( ( )TC—U D l(j Lw b lute Q. k or APPLICANT ADDRESS UVLR ir\1 �o y-k�Ed 0(6 Log APPLICANT PHONE# (�j Q9q 4 S( EMI N SFq OWNER t4 r.v 12 OWNER ADDRESS a M(4itl OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? D Yes 0<0 �G FEE ENCLOSED$_ 610 0�) OR C TYPE OF JOB: 0 New Installation 6KAlteration/Addition/Repair Revised 8/99 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO L4-(,,J�j ❑BUSINESS CURRENT USE AND OCCUPANCY (ln ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY �Awe- L3 EDUCATIONAL L INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY 0 STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS�_STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS_� NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS�_ SIZE 3 AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND / ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW a YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK lSIZE OF WATER MAIN 2.� SIZE OF WATER PIPING&RISER WATER HEATER: TYPE (. MANUFACTURER e-cc,,cw 4e4u DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. , ' t TYPE STATE SIGNATURE OF APPLI W�C� DATE A