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HomeMy WebLinkAbout159 LOOMIS RD Town of South Windsor Building Department RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-20-43 �1/lORI O APPLICANT LOCATION NAME:Johnny Jacques ADDRESS: 159 LOOMIS RD South Windsor CT 06074 EMAIL ADDRESS:jacquesconstruction@cox.net OWNER:BURGESS LAWRENCE W&MCGILL MIRIAM B ADDRESS:67 Ridge RD. 325 KELLY ROAD UNIT South Windsor,CT 06074 VERNON CT 06066 DESCRIPTION OF WORK: new home CONSTRUCTION TYPE: USE GROUP: March 5, 2021 BUILDING OFFICIAL DATE SIGNED `"'ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"" "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"* Town of South Windsor Building Department R RESIDENTIAL CERTIFICATE OF OCCUPANCY p Building Permit: BLDP-20-43 '7^�SOQ c0�� _APPLICANT NAME:Johnny Jacques LOCATION ADDRESS:159 LOOMIS RD EMAIL ADDRESS:jacquesconstruction@cox.net South Windsor CT 06074 ADDRESS:67 Ridge RD. OWNER:BURGESS LAWRENCE W&MCGILL MIRIAM B South Windsor,CT 06074 325 KELLY ROAD UNIT VERNON CT 06066 DESCRIPTION OF WORK new home CONSTRUCTION TYPE: USE GROUP: March 5,2021 BUILDING OFFICIAL DIATE" ALL WORK TO BE DONE IN ACCORDANCE W TH TH APPLICATION AND PLANS APPROVED BY THE BUILD N "* G DEPA TMENT " PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— g ~ Tvwn OR _ f t RECEIVED 1540 SULLNAN AVENUE•SOUTH lAll( ;'CT*.14 TELF�H WAR 4 i 2021 } • (11Yi•�0?8�4-2511• � _ n • Sot>:Tt W+ndsor 9 p� � M ACT CONCERNING CONCRETE FOUNDATIONS: , Saooa 1(P He Aat No.1"5)OEM M'oi&e Octobrs 1,20167 Pc w to dtc bomw of a Ca3i5otb of _ Oowpsocy fna a nevr reddmtid ac .1��Sor whfich t caoctele 5oaadctiaa a►ss ittital3e�at ar� odow 4 2ex da appiaot dma pmvi s tie Banding oicid wj& doa�-w,of ttia mma aft e iadhidwl or QB&y dw supplied 1v oot><se , sold d o naw of tbs iadividod a aiiky test hi ttW On Copiesam fifty(4 ymm oEsuah doatmesda6nn bematmed tare itoocde of tits ap5ce of tlaa Bailbn$Official tur aotlaos Prose M the 1iaf =tiaa in sad dbz*to the BWUhg Dgnrfineat: - Date of h6orn atim reeeivedlfiled:3/2/21 Project beation: 159 Loomis Road and 4 Gilbert Lane Job deaeriptiQn: New Construction r r �V UM •t Nsase: Enfield Transit Mix Inc Name: Concrete Plus.LLC (PIC=pdnt) please Prw) Address:84 Broad-Brook Rd Address:3237WinstedRd. ; Enfield CT 06073 TotringtonCTU6790 ; Ph=*1C00t11cf~860.749.0849 Phase Costsct:860.459.2973 APPLYCAffXV TTRACTORLt N,me: ___--Jacques Construction - __,____--Jacques save Pr Addressi-67 Ridge Rd. S. Windsor CT 06074 PhOI�ICVItsd: 860.432.1823_John E-maM Jacquesconstruction@coxriet - Signature: ` _._3/2/21 c Test Date:2021-02-18 Duct. Leakage Test Report Client I29K Building Description New Duct system Company Nutmeg Mechanical Services Inc Building Address 159 Loomis Rd Address 130.3 Utopia Rd South Windsor Manchester CT 06042 Contact John Jaques Technician Nicole Wlerzhlcki Phone Phone 860-490.9314 Test Type Total Dud Leakage Gauge S/N 201717 Test Equipment Retrotec OU200 Fan S/N FN1002509 Building and Duct Details Conditioned Floor Area 4000.0 sq ft Leakage Data Baseline Pressure 0.1 Pa Depressurization Duct Test Pressure 24.9 Pa Fan Test Pressure 400.0 Pa Range Configuration Mid Duct Leakage 152 CFM Leakage Area 28.3 sq In Leakage constant,C 22.04 Leakage Exponent 0.60(assumed) Leakage Results Total Duct Leakage 152 CFM at 25 Pa Leakage/Conditioned Floor Area 0.038 CFM/sq ft at 25 Pa /�2'K, � "v 3.8 CFM11199 sq ft at 25 Pa jlr 38 CFW1.000 sq ft at 25 Pa t I RECEIVED MAR 0 4 2021 South Windsor Building Dept Tight House Leakage Test Report#1 Report Prepared For. John Jacques, 159 Loomis Rd,South Windsor,CT Prepared By: Nicole,Nutmeg Mechanical Services,Manchester,CT Date Of Test: March 4,2021 Living Area: 4,050 square feet on 2 Story;4 Bedrooms; 10 ft Avg. Ceiling Height Wind Shielding: Normal suburban(Wind Shielding Factor. 1) Climate: Windsor Locks Bradley Field(S)(LBL Climate Zone: 2) Temperatures: Inside=62°F, Outside=40°F,Depressurize from inside Test Data: 50 pa House Pressure,85 pa Flow Pressure on Ring B, 1,462 CFM Leakage Areas and Seating Potential Calculated Optimum Leakage Area: 2.18 square feet,314.3 square inches Measured Leakage Area: 120 square feet, 173.0 square inches Total Leakage Area is equal to a crack hall an inch high by 29 feet long. This house is already at or below the recommended Optimum Leakage Area.Only seal leaks if the occupants are informed of the implications.After repair,intermittent ventilation may be beneficial, especially during mild,calm weather. Although occasionally cracking windows may be sufficient, Mechanical Ventilation capability is recommended,for example,an energy recovery ventilator,a dampered make-up outside air duct into the return,and/or exhaust fans in the bathrooms/kitchen. Air Exchange Rates:Annual Average, Manual J and,!Mechanical Estimated Annual Average Air Change Rate: 3.11 per day,0.13 per hour Estimated Manual J Air Change Rate: Winter=0.16 per hour or 109 CFM (C=116 N=0.650) Summer=0.10 per hour or 66 CFM Constant Mechanical Whole Building Ventilation Rate Specified By ASHRAE 62P: 78 cfrn (assumes 81 cfm is also provided by building leakage) Imbalanced Airflow Required to Pressurize/Depressurize(Appmhn ft) 115 cfrr►= 1 pa 180 cfm=2 pa 235 cfm=3 pa 283 cfm=4 pa 327 c1m=5 pa HumidWcadon/Dshumidtflcation Requirements(AAwoxlmaio) Added Dud Leakage to Outside Winter to 35%RH(Add) Summer to 45%RH(Remove) None +7.8 gallons/day -5.4 gallons/day, 50 cfm +11.4 gallonsiday -9.5 gallons/day 100 cfrn +14.9 gallonsiday -13.6 gallons/day 2W dm +22.1 gallonsiday -21.8 gallons/day 3W C6n +20-2 gallons/day -30.0 gallons/day Maximum Acceptable Total Duct Leakage Per New Construction Codes Based on Total Air Conditioner Size(5%of 400 cfm/ton): 1.5 tons: 30 cfm,6 sq.in. 3.0 tons: 60 cfm, 11 sq.in. 4.0 tons: 80 cfm, 15 sq.in. 2.0 tons: 40 cfm,8 sq.in. 3.5 tons: 70 cfm, 13 sq.in. 5.0 tons: 100 cfm, 19 sq.in. 2.5 tons: 50 cfm,9 sq.in. Or,if there is no air cordi8onirg,12.3 square indks(66 cfm)for all the dud systems in the home.used on 3%of wndboned floor space in CFW5 I CFM @ 50 Pa=1,462 Air changes @ 5D Pa=2.186 ELA Reference Pressure=25 Pa Infiltrometer 9.0,Copyright Comfort Institute 2000-2003 All Rights Reserved opM sE Town of South Windsor Building Department RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-20-43 APPLICANT LOCATION NAME:Johnny Jacques ADDRESS: 159 LOOMIS RD South Windsor CT 06074 EMAIL ADDRESS:jacquesconstruction@cox.net OWNER:BURGESS LAWRENCE W$MCGILL MIRIAM B ADDRESS:67 Ridge RD. 325 KELLY ROAD UNIT South Windsor,CT 06074 VERNON CT 06066 DESCRIPTION OF WORK: new home CONSTRUCTION TYPE: USE GROUP: March 5, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"' "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"" 5/21/2021 Town of South Windsor Building Department tioso4 cam: Electrical Permit: ELEC-21-156 APPLICANT NAME: Pratish Gaddam EMAIL ADDRESS: iwona85@msn.com ADDRESS: 159 Loomis rd South Windsor , Ct 06074 LOCATION ADDRESS: 159 LOOMIS RD South Windsor CT 06074 OWNER: Prasith gadam 159 Loomis rd South Windsor CT 06074 DESCRIPTION OF WORK: Installation 10 outlets and 2 lights in gym, installation 2 outlets,lights and fan in bathroom le" ez�; April 19, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 5/21/2021 1 Town of South Windsor Building Department h bso4 c Building Permit: BLDP-21-154 APPLICANT NAME: Pratish Gaddam EMAIL ADDRESS: iwona85@msn.com ADDRESS: Gaddam 159 loomis rd South Windsor , Ct 06074 LOCATION ADDRESS: 159 LOOMIS RD South Windsor CT6074 OWNER: JACQUES CONSTRUCTION LLC 67 RIDGE ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Gym and bathroom in the basement April 21, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 6/15/2021 Town of South Windsor Building Department y CERTIFICATE OF COMPLETION s Building Permit: BLDP-21-154 osoa c�" APPLICANT LOCATION NAME: Pratish Gaddam ADDRESS: 159 LOOMIS RD EMAIL ADDRESS: iwona85@msn.com South Windsor CT 6074 ADDRESS: Gaddam 159 loomis rd OWNER: JACQUES CONSTRUCTION LLC South Windsor, Ct 06074 67 RIDGE ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Gym and bathroom in the basement CONSTRUCTION TYPE: USE GROUP: 0 - I FI,- > May 20, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 1-.w W*.•M ..«+.../.'b'7IIi ' � �--na,— 'M��� 'E i I � as � � �' I� � I � I � I R■g � ;-, ii � f� I�+�UIij III �« I ! �AWo �io ' I jdil� II a A� I1 L � I -I h 1 J5+ 4 .- I�MKMIlwMrl _ ... .... ..7•' .nae.-.wa?'.w..,,r,e;�w...Y...,w_F.....,--rwre,aur '+ '- PC. 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W o ---n---n- ELECTRICAL ulMs IMHoaIGHaRHo k / / k I I Ed �X/S71NG HOUSE 9 W 0 1''� S677636E Z �. M,.,n POLE � k. k :257.26 + I I 215.25' PROPERTY k5. x T W.•256.07 5.2' 28.0(' -- M1OPE"TM`N` G FL:255.36 r' co "pmo - - EAwoer LIE k M� ? ( COVERED �' Cn 84T=247.3 f 2 7'. � I ( N/� • mom Mao To K gr r Tk PORCH \ 2.8 I NUP o sm Moo / \ / I o ( * LAIN?ENCE W. BURGESS L SLWSET iNEt ESTAIFS RE3rN9aN5iLW J7, DIEIIWC SAPEET S0u1H MMOStiYP O uouREHHr of / :. \ -4c I 2 0' \ I (VCK.923 PG 238) Ca1Mr'C7icur firsu 10 msm PLAN PREPAREm FLIP mcaors cLws7Rucnm ■ NOUlRET1T ro eE Still ^ k I 2.9' \ p 5 LLC[LC OPA1O�f5 A[IS 6 AE'NSED >D J/7/2017(SfEE1S 1-17)BY DESiL'iV �. y. / 2. PROPERTY& 7O'OWAMW SL#?WY JAc10LES C VSMWIXM1 PREPARED ROOM OR sHOIH ^ �/ I 2.0 2 0 \ 28' WOOD DECK MR.- a4COUES C WIRW71 MG LLC DA7ED O?/G9/76 SCALE 1-=40' cd SITE IrARNas 3 1 ` v 2 7' S?d= v-1! V-2 BY DES)OV A4QFfmOAGCS MC. ••• EDGE OF WATER - I ;, n 2554. O \ 1.6' 2 CONC. PAD J &c%mwr AREA 7D or NG~mmrED m rw cavrcrcric 48 COW"TOOV PLAN MAP ua+ POMER k Y* I' \ COMPANY DBA E1 MSO(AWr ENEMY ACROSS 7AF PROPERTY OF.NCIOLES �s CHAIN EJN(fERQ k I 2 0' v 5' CaVS7R6cn av ac OLBERr LAAE SOuni M OSOR, c1a ocCAICV'T TREE ' PREPARED FLED.NCQt*S C VS7RA7VON DATED.•- 4125/Y7 SCALE• I'=JD' 2.O' t0 BY DEVOW PROFESSIONALS JRC LINE \ k I 2 9' v +� sAMrrARrx t� -a---a- SAINTART Sf�.R MAN N --- ---.6- SANTART SERER SERVICE LIE * l: I 18 p 13.4' a \ YD o SANITARY sETHER HwNgE k { \ I O * a' TF=247.47 .. Siam -- h.. k I\ I INV. 246.40 (6' PVC) r ----�---- SroRY aRAlll IIAUIaIE '[ 3 storm ARAM NN tr. 2" \1 STREET JREE "iEr NORM O CATCH BASIN rt �k� �� EASEMENT ARC I "�RUCE I. nRs SE&WY AW MAP MS BEDV Alit "PURSUMT r0 7NE TOPOGRAPHY N l:k �. iQ71L-2.�76 PAD AELT"TONS a-cawl rnwr STAYE AGDRXS MrIA WS 20-3=-1 .. RM 20-JOOS-20 AM nE'STANDARDS AW SLRMEYS MO MAPS M ---- ----- nLT/A X; ` - - - PAGE 27� -�Yt- * I 7W SrA;r or co r nwr As AxP?m or?w cowcxvr 91-0 La \ 4 ASA�OUWV OF LAw SUPtc71 n AC OV SEPMd"A IM � O F AcnAws ti .: k/ - _ �O'S Y. + rwE a<sum is AN rw owMNr L=WV-gA?WY- W � A[nARoa INIE \ -z- - AEOa�-Aw LS N7DHLiED m LEf11CT nE LO:A11pN a-7NE 7M s A AE3LREfY BASED ON MAPS AVEN lM'ED LERF M Q p < U Hazmm AO2RAcr 1EE75 aASS A-2 STAKWEK WgrW. L J N �_ 256- ACCURACY MEETS CLAss E,12 STAwAWS �_ SCALE: 0 15' 30' 60' p 50.00' 2" ' S22 4324�W 1 R. BENT F w mr mmaw Aw az ems'MAP s s asuNmu r cawer As AINm T - 30' R. SE N/r ""'TCHRISTOPHER K. & CHERYL A. DARBY 167M V-1 LS Lx Art RECEIVED AUG 09 2021 SOUP P t',:;:OSOR ENGU;rEh;rJG DEPT. SITE COMPLIANCE CHEMIST y . TOWN OF SOUTH WINDSM CONNECTICUT a f ss***BUILDING PERMrT ADDRESS �• LOTNrVIT _Reviewed by �(Engineering) . CONTACT'DEV V�/�fi.L�� • ULA'iF, C'GI�T Date Reviewed ied Reviewed by ming) Date Submitted Z Date Reviewed Reviewed by (FleeRft Dept) Date Reviewed In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any Amc m on a lot,a Topographic Plot Plan"I be submitted fbr approval. The minimum requirements shall include: Approved Denied N/A 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"=AO'scale a. Subdvisicn reference,abutting properties,etc. —� b. Easements of record C. Lot description,bearings,building lines, distances,area,etc. d. Contours,existing&proposed,1 Or 2R.interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline of road 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.&LS.) S. Sedimentation and erosion control -� — 6. Special Planning&Zoning;Inland/Wetlands considerations(Plans on file w/Town Clerk) ODMMENTS: s/engineering/molloy/building compliance checklist VPc - gLbp- Do-H3 1 LL I >o NOTES. �x �` � V o 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE SEDIMENTATION AND EROSION CONTROL ��j aN cc v TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM 1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ° DEPICTED. CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOW "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL' BY THE CONNECTICUT COUNCIL FOR GRADING AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER AND FOR SAIL AND WATER CONSERVATION. W C �., a ARCHITECT PRIOR TO CONSTRUCTION. }}► I 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO zw CONSTRUCTION, AND SHALL BE MAINTAINED OR REPLACED AS NECESSARY. a v I ANZ 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL2. CONTRACTOR SHALL COORDINATE INSTALIATfON OF ALL UNDERGROUND x '�UTILITIES AND SERVICES WITH RESPECTIVE UTILITY COMPANIES. - -i' '�' - ---- `- --- �- -' - '� - - SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. ANY V� oz PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE w 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS - - N I \ TOWN OF SOUTH WINDSOR. INFORMATION OTHER PROPOSED SITE FEATURES, AND EROSION = LOT 1 4. CONSTRUCTION EN �" lu 0 TRANCE SHALL BE INSPECTED REGULARLY. STONE SHALL BE ADDED � CONTROL MEASURES. X I TF=248.86 I OR REPLACED AS REQUIRED, AND CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING Q -�+ x INV=244.82 (S) EXISTING ROADS AS DEEMED NECESSARY. �� = y M c U.z 4. REFER TO ARCHITECT DRAWINGS FOR DETAILED BUILDING DIMENSIONS. I ( INV=244.75 (E) I 5, AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR M 12 LOT/#2 { N L_ / ,` -_ -_ __. DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS, UNTIL FINAL GRADING .0 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. k e. ` ANDPRO STABILIZATION EFFORTS TAKE PLACE. NO TREE STUMPS SHALL BE BURIED ON THE Q f. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. k k / k r. '; k Al k k k ``� ` `"` X k k �' I F DDDITIONAL EEMED NECESSARON CONTROL Y OR ORDERED BYRES SHALLTHE ENGINEER INSTALLED TOWNDURING OF SOUTH CONSTRUCTION SOR. 7. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS CONSISTENT , --- �-.-/�k--. ,___ _ _. - A- ROADWAY TO 7. YARD SHALL BE LOAMED SEEDED AND MULCHED WITH STRAW PRIOR TO ISSUANCE OF WITH PROPOSED INVERT. IF EXISTING LATERAL INVERT DOES NOT •� �.- � '� I � .•� �; �- -- --_ k k BE EXTENDED ' k CERTIFICATE OF OCCUPANCY. ALLOW FOR A MINIMUM OF 2.0% SLOPE, THE LATERAL IS TO BE - , - �- '" �- s� Al i �•Iws rwi�.w� I �w �, wrw r• x yr '""� �. Irwr a I�AI� MODIFIED TO PROVIDE THE MINIMUM SLOPE FROM SEWER MANHOLE TO a� PERMANENT VEGETATION COVER END. 4 t rn t _ �- - �-,-- EU ^^�;r , SEEDING DATES: APRIL 1 TO JUNE 1ST & AUGUST 15 TO SEPTEMBER r A l ---•- '^~- 4y �. S 15 USE THE FOLLOWING MIXTURE: BLUEGRASS BLEND (3 VARIETIES) 50% d } r SMH , CHEWING RED FESCUE 30`� •..• or wl�ol END OF EXIST.----.,.--r PERENNIAL RYEGRASS 20% I, PAVEMENT TF�249.35 TC�251.10 \ r >E INV=237.67 60 APPLY 4.50 POUNDS PER 1,000 SF x LL B 0. z NV TF-224583 / ` *v 8C�25 I r 4260 - / a ` t E 5 LEGEND GILBERT LANE.. 4� �k 0 � TEMPORARY VEGETATIVE COVER y p wf. R °`, r _ C� �� ` 4 SEEDING DATES: MARCH 1ST TO JUNE 15TH & AUGUST 1TH TO OCTOBER 15TH a • g 4 IRON PIN TO BE SET _ ____. A=90'02'45"--,, ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SF OR 40 POUNDS ' ,' R=25.00' ' -- �" � ``�.. PER ACRE WITH ANCHORED MAY MULCH AT 2 TONS PER ACRE. („) cl' El MONUMENT TO ICE SET _ _.. L=39.29' - SF _._ _ - � � .,' '.. PROPOSED CATCH BASIN AND PIPE sr SIGN SWN LC=N22'15'13"W `` '" :' - , `` ``'"� �'\ 0 -55-&55- PROPOSED SANITARY MANHOLE AND PIPE Al �� 35.37' AllN2 $' 5 -1 \\ 2 m G PROP. GAS SERVICE -:� _ , ...k k '� EEr k / k �k -=� A_ o o y a U N co PROP. 6" SAN. LATERAL (S=2% MIN.) --A ._ . _ �. .� ,� a �\ k �- �U PROP. UG ELECTRIC & COMMUNICATION SERVICES k k `'�- N k ?S� _�..__,_.. a o -v ° M Ws PROP. WATER SERVICE ;, _zk � Al-� ` X ' '� �__ �' - h "�` �" DATA BLOCK LOT #7 W `� .., PROP. 6" PVC FND. DRAIN (S=1.0% MIN.) k" 1 �� ` 159 LOOMIS ROAD a� � � �o -84 - EXISTING CONTOUR � � { _ \? \� -- . _,_ { / _ - _ _ _ ZONE: A A-3 0 co ✓ "- S STREET TREE PROPOSED CONTOUR � \k \ = / NI ?�� EASEMENT _____ +a o - ., t VOL. 2576 PG. 277 USE: RESIDENTIAL ZONE N X 195.6 PROPOSED SPOT GRADE T REQUIRED/ \A„ . '' CB �.. 0 2 % ITEM PROVIDED 5F PROPOSED SILT FENCE �` k \. TF=250.35 / SAN. L MIN. \ ALLOWED ; _ o r u' 'n r\ EXISTING TREELINE k� CN NV=246.2 (S} j/ / \ \ \\ Lot Area 30,000 SF MIN. 32,138 SF T z, k INV ?45.76 (8" N) / / \ o = z d - - - - EASEMENT BOUNDARY Lot Width 150 FT. 215 FT. k / / 50 F.Y. FOOTING DRAIN. TEMPORARY CONSTRUCTION Lot Depth 150 FT. 150.0 FT. N I ® 1 0%� EASEMENT VOL, 2576 PG. 277 Front Yard 50 FT. 56 FT. EARTH OR j I' Rear Yard 50 FT. N/A `� I \ Side Yard 20 FT. 35 FT. W m STONE ANCHOR k �'' Lot Coverage V 15% PILE � / .k- / ", CB GRATE k / PROPOSED 9 13.30% BIT DRIVE 1 New N/F Building Height 2.5 Stories / 30 FT. 2 Stories Q ,� FILTER FABRIC V Al ! Al \ �.,` \ LAWRENCE W. BURGESS & W T ( k / �, _ I MIRIAM B. MCGILL z SUBGRADE �s I I FD=246.2t O FILTER SUBGRADE FABRIC :; \ c. LOT #7 , \ MAP REFERENCE. J O CB TOP ! !k CL&P ELEC. // X - - \ #159 LOMIS LANE \ ( N \ = Q N EASEMENT / \ PROPOSED HOUSE 1. SUBDIVISION REFERENCE TAKEN FROM PLANS ENTITLED "SUNSET HILL 0 0 0 ` X k VOL. 2812 PG. 179 k 5 'f (01 , \� „F.F.=257.0 \ ( \\ ESTATES, 377 DEMING STREET, SOUTH WINDSOR, CONNECTICUT. mi mi Z NOTE: _A / I T.W.=256.0 PREPARED FOR JACQUES CONSTRUCTION, LLC BY DESIGN � 35 � ua \ I REMOVE CB GRATE. PLACE FILTER FABRIC. �� L / I \ G.F.=255.0 \ PROFESSIONALS, INC., DATE: NOVEMBER 9, 2016 REV. TO: 03/07/17. W REPLACE GRATE TAKING CARE NOT TO { ' ' { a /� -'1 \\ BS\,T=247.2 ( \ APPROVAL APPLICATION 16-59P. _ DAMAGE FILTER FABRIC. ANCHOR ` / ( r'3. cci \ 2. ELECTRIC I WITH STONE OR EARTH PILE. ---'" '�.., ;`� ...� k s` DISTRIBUTION EASEMENT REFERENCE TAKEN FROM EASEMENT k '~ CL&P GAS ! \ ` �N \ MAP ENTITLED COMPILATION PLAN, MAP SHOWING EASMENT AREA TO Q LOT #6 Al` k EASEMENT / z = U. 56.0 c+, BE GRANTED TO THE CONNECTICUT LIGHT AND POWER COMPANY DBA 0 CATCH BASIN GRATE VOL, 2649 PG. 129 .� - \ �\ EVERSOURCE ENERGY ACROSS THE PROPERTY OF JACQUES AllCONSTRUCTION LLC, GILBERT LANE SOUTH WINDSOR, CONNECTICUT" SEDIMENTATION CONTROL l _ _ - "�.- 6" PVC ( REPARED FOR JACQUES CONSTRUCTION LLC BY \ 0.5x A DESIGN N.T.S. f %- -- ~' ,.- � ,� /! ( \ \ PROFESSIONALS, INC., DATE: APRIL 25, 2017. �- x \ A I 1 ,. \ TF=246.9 \ i ,� \ INV-246.Oi I ,� VE)" NOTES.' 1. SET POSTS AND EXCAVATE A 2. STAPLE GEOTEXTILE TO POST 1 ( k , ,�' ( \ vi sso 6 POSTS. UPGRADIENT OF ! \ TN/5 &hvvEr ANO MAP N,�S BEEN 1�PA),mo PUR9UAw ro THE A- � � // Al i ( � \ NJ ` WC1414Ar/ON6 AC GG�IN5`Gr'ICl1T 8rArE AaeNG/E5 9EGTl"20-,3 -! THRU 2®-.900b-20 AND r/-/E "$rANOARO$ 56�xE5 r550 M57k006 ANC. C/y 5*UPGRADIENT OST SILT FENCE k A�I \\ 255.2 \ El7URE5 FOR SURVEYS AND MAPS IN rNE STATE tp O'ONNECrlalr"ASI Z Aoo=rE,0 Or THE COVNECr/CUr ABSOCIArk�l OP 4AND SURkRYORS, INC. p ay 12" Al �- j - , I \\ `, ON Alajr 29, 2�019. � af,, A, f / A20.0 -y- I R T":S CF&/RIFT' l6 AIV /MP1R0 vEMENr,L OCA r1M&IRVEY ANC. 45 W IN7,,6)VOSLU rO CEF'ICr r�IE L OCA rION C�EX/S rIN6 ANC I�UPOSEU O! COND/r/ON5 RELA rIVE ro I=R©PE'RTr LINE$ _� n �C }-••-.I 1( I 20' S.Y. 1 0 rN/5 /S A RESURVEY BASED ON MAP RE_ERENCE �! 3. ATTACH GEOTEXTILE TO WOOD 4. BACKFILL TRENCH AND POSTS AND EXTEND INTO TRENCH. COMPACT EXCAVATED SOIL k i ( ( \ 1 \ • NORI,ZON7AA4 ACCURACY MEErS C4455 A-2 6rANOARD$ VERTICAL k ACCURACYMEE76 CLASS V-2 SrAN.DARL�S. rOPC 6RAPN/CAL FILTER FABRIC w �` .... "" - - ACCURACr MEErS CLASS r-2 STANDARDS, w --.- �R ser S22'43'24_V 150.00' ► 4 R eE r r e o COMPACTED BACKFILL TEMPORARY CONSTRUCTION { EASEMENT VOL. 2576 PG. 277 I TO MY <N6NLEL-,5 AND BELIEF TNI5 MAP l5 SUBSTANTIALLY CORRECT AS NOTED HEREON. O STREET TREE �/", (2 >" ov EASEMENT '�.-A 4�� 12327 W 0 1 VOL. 2576 PG. 277 N/F L.ANR5NCE R. GE/55LER, JR., L.S. 41C /CIO, SILT FENCE 1 CHRISTOPHER K. & F CAN Z CHERYL A. DARBY R � �1s W N.T.S. - 25'RIGHT re GRADE � � �' N � N o u AN RCJACWF5 \,�1l1IIIf(/If *N FAVOR OF �� L I SW MAP REr �, ��` C 0 N ly ��, ti0 tSt3.^' ' F- / i (AX7 IW9 PG, 210) ti�� O� '�CT� °f, � r I , r f 3459 U OWNER APPLICANT: A Jacques Construction, LLC __---� , ��'' � � W N I O6,ICE \ O ¢ b 67 Ridge Road FA,� ,, •J �' �- c acrw0 South Windsor, CT 06074 aP RFF ,� \ zsae x 860-432-1823 T 4 PG. r38) i to 12 P� SHEET PR-1 SIP ~ Tvwn 0 W t RECEIVED . s� 1540 SULLIVAN AVENUE•SOUTH MR)SQR, CT 06074 TELEPHONE MQP W2511 WAR 912021 S .C.ANNED MAC r CONCERNING CONCRETE FOUNDATIONS: Section I(Public Act M.16.45)MW)(ESootim October 1,2016)Prior to do samw of a CaffmWe of ' O=gmcy 5or a new residential or cosmar3al bmldmg for which a cotwreo foundation was iattalkd m or vftw October 1,2016,dw appikad atoll provide the Budding Officid with written doprw6etino of the ntac of the individual or entity that sttppbed the omm to and rho name of the iadividual or amity that installed the coocrete-, Copies af�doc� �o "A be died in the rvoor&of the office tithe Building otScisl fix'am less thin yYWL Please fill the Information its and submit to the Bnilding Deponent Date of hilbrmatioon receivedtfled: Project location: 159 Loomis Road and 4 Gilbert Lane Job description: New Construction t R CO CRKM BUPPLIEB CONCRETE INSTALLER Name': Enfield Transit Mix Inc Name: Concrete Plus LLC ( lem Pifit) pkase Print) Address:84 Broad Brook Rd Address:3237WinstedRd. Enfield CT 06073 TorringtonCT06790 PhOWContsct:860.749.0849 Phone Contact:8860.45.9.2973 APPLICANTMONTRACTOR jam; Nam- — acques Construction 67 Ridge Rd. S. Windsor CT 06074 Address: . PhondCanta&- 860.432.1823 _John E-mail:Jac uesconstruction .comet `lrL c� Dtrte. stare: 3/2/21 Test Date: 2021-02-18 Duct Uakage Test Report Client Tester Building Description New Duct system Company Nutmeg Mechanical Services Inc Building Address 159 Loomis Rd Address 130-3 Utopia Rd South Windsor Manchester CT 06042 Contact John Jaques Technician Nicole Wierzbicki Phone Phone 860-490-9314 Test Type Total Dud Leakage Gauge S/N 201717 Test Equipment Retrotec DU200 Fan S/N FN1002509 Building and Duct Details Conditioned Floor Area 4000.0 sq ft Leakage Data Baseline Pressure 0.1 Pa SCANNED Depressurization Duct Test Pressure 24.9 Pa Fan Test Pressure 400.0 Pa Range Configuration Mid Duct Leakage 152 CFM Leakage Area 28.3 sq in Leakage constant, C 22.04 Leakage Exponent 0.60(assumed) Leakage Results Total Duct Leakage 152 CFM at 25 Pa Leakage/Conditioned Floor Area 0.038 CFM/sq ft at 25 Pa 3.8 CFM/100 sq ft at 25 Pa 38 CFM/1,000 sq ft at 25 Pa f SCANNED RECEIVED MAR 0 4 2021 South Windsor Building Dept Tight House Leakage Test Report #1 Report Prepared For. John Jacques, 159 Loomis Rd,South Windsor. CT Prepared By: Nicole, Nutmeg Mechanical Services,Manchester,CT Date Of Test: March 4,2021 Living Area: 4.050 square feet on 2 Story;4 Bedrooms; 10 ft Avg.Ceiling Height Wind Shielding: Normal suburban(Wind Shielding Factor: 1) Climate: Windsor Locks Bradley Field(S)(LBL Climate Zone: 2) Temperatures: Inside=62°F,Outside=40°F,Depressurize from inside Test Data: 50 pe House Pressure,85 pa Flow Pressure on Ring B. 1,462 CFM _ Leakage Areas and Sealing Potential Calculated Optimum Leakage Area: 2.18 square feet,314.3 square inches Measured Leakage Area: 1.20 square feet, 173.0 square inches Total Leakage Area is equal to a crack half an inch high by 29 feet long. This house is already at or below the recommended Optimum Leakage Area.Only seal leaks if the occupants are informed of the implications.After repair,intermittent ventilation may be beneficial, especially during mild,calm weather. Although occasionally cracking windows may be sufficient, Mechanical Ventilation capability is recommended,for example,an energy recovery ventilator,a dampered make-up outside air dud into the return,and/or exhaust fans in the bathroomsi'kitchen. Mr Exchange Rags:Annual Average, Manual J and Mechanical Estimated Annual Average Air Change Rate: 3.11 per day,0.13 per hour Estimated Manual J Air Charge Rate: Winter=0.16 per hour or 109 CFM (C=115 N=0.650) Summer=0.10 per hour or 66 CFM Constant Mechanical Whole Building Ventilation Rate Spectled By ASHRAE 621P: 78 cfrn (assumes 81 cfm is also provided by building leakage) Imbalanced Airflow Required to PressurizelDepressurize(APPmxlmabe) 115 cfrrm= 1 Pa 180 cfm=2 pa 235 cfm=3 pa 283 cfm=4 pa 327 cfm=5 pa HumNaf taffonMehum>e> fcallon Requirements(Approxim:to) Added Dud Leakage to Outside Winter to 35%RH(Add) Summer to 45%RH(Remove) None +7.8 gaaons/day -5.4 gallons/day 50 cfm +11.4 gallons/day -9.5 gallons/day 100 cfrn +14.9 gallons/day -13.6 gallons/day 200 cfm —+22.1 gallons/day -21.8 gallons/day --- 300 cfrn +29.2 gallons/day -W.0 gallons/day Maximum Acceptable Total Duct Leakage Per New Construction Codes Based on Total Air Conditioner Size(5%of 400 cim/ton): 1.5 tons: 30 cfm,6 sq.in. 3.0 tons: 60 cfm, 11 sq.in. 4.0 tons: 80 cfm, 15 sq,in. 2.0 tons: 40 cfm,8 sq.in. 3.5 tons: 70 cfm, 13 sq.in. 5.0 tons: 100 cfm, 19 sq. in. 2.5 tons: 50 cfm,9 sq.in. Or,I two is no air conditioning,12.3 square naw(66 dm)for all the duct systems in the horn.based on 3%of condaoned l oor apace in CFW5 CFM @ 50 Pa=1,462 Air charrges Q 50 Pa-2.166 ELA Reference Pressure=25 Pa Infiitrometer 9.0,Copyright Ck>mfort Institute 2000-2003 All Rights Reserved SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF O***** ADDRESS/ 5 "I L�a�� v C LC T/uNIT# Reviewed by Bl' (Engineering) CONTACT/DEV r)ol-,^ ���, c c.�v�ce� Date Reviewed 2 /Denied tj Q PIi# C� zr N 3 a - ► 3 ReratNea by J (Plarn ) Date Submitted 10 S cote Reviewed 3 J, z l4;;�!DwWi Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been compiled with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan r/ 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, / dumpsters,required paridng ✓ 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. odw C 4 S 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: -i A .45 -3.1.-If wftx% F4-,,L.g� Sl�a ..,••� Gvrrcc� L. �..+.. cf .5,,, C., j7� 5,44 L�i -��•� P1w., /'"=/.�. ' Nv� Gurur S/�.� San s•th t Sip ,� Yw,.X F_s�,,��rtk»•«,7t: /, Sct- 4UA s To tiew FG Sc� 6.f►s £: �Kok. . G�� -�. f(r i s/engineeiiiVmolloy/site compliance cheddist s �or ft TEMPORARY CONSTRUCTION a EASEMENT VOL 2588 PG 36 t � 3 X W cc k k k k� � X k 6 AR60R✓ SITE t: .` 40 •.'.'.'.. .... _ '.,.:::: k::: 2 to .... . .... ........... �•:::::: :......k .:::: .:::.. 7R - 15 .. . ........ ...... 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Y b ■EI A,as i J' •JE/ — v p••S y " . 711E OF sCRWr 5 AN/M�Q WAVVr LO 4 WV SLRI£Y- � W ■ �• :;::::::':': REL1a'L7-AM Ls M7DW%W M VDWr nE LOCA ApV ar VC l ■Enalos LIME FUMAXW RaAVW 70 FR09fR7YLOAM > / • T7A5 Ls A RL 31ARkY BASED Lw MAPS RETDPE711ZD MA�aELnc C k: k\ / y ', \\ • 110R OVTAL ACaA?ACY AEE7S CLASS A-2 SMALMROS IORMAL -J N .':.y. ....... - '.':/.' :.k:.': \_ _ 7 AOMRACr A497S aASS V-2 STAMARDS ........ ......... ........ ....... - -2 150.00— 2� SCALE: 0 15' 30' 60, 5Q 00 2" S22 4324"{V I.R. BENT F m MY A?xw.DIDw AAo LAE7 7Ns AIAP Ls suwANimu r Dawcr As M7m r - 30' l.R. SET mum � � �- Nam. CHRISTOPHER K. & CHERYL A. 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Ul i�14v�I I at�< Town of South Windsor Building Department �4o�w � CERTIFICATE OF COMPLETION Building Permit: BLDP-21-154 �yaso9-cua APPLICANT LOCATION NAME:Pratish Gaddam ADDRESS: 159 LOOMIS RD South Windsor CT 6074 EMAIL ADDRESS:iwona85@msn.com OWNER:JACQUES CONSTRUCTION LLC ADDRESS:Gaddam 159 loomis rd 67 RIDGE ROAD South Windsor,Ct 06074 SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Gym and bathroom in the basement CONSTRUCTION TYPE: USE GROUP: May 20, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"'