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HomeMy WebLinkAbout16 SUNRISE LN LOT 7 s Y. S .. a APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DEC APPLICATI BY: Q D O O 61 ROVED: BLDG.PERMIT NUMBER: �i DATE PECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: n ���.�y -� v O NEW BUILDING NAME: NAME: o ADDITION PHONE NUMBER: Z 3 PHONE NUMBER: v o EXISTING BUILDING ADDI SS:(�_��j�G �^11 Z ADDRESS: S U N (+4 C 1 a r TYPE OF USE: o RESIDENTIAL ❑COMMERCIAL PL BING IIVFORMACTION: i )^ FURTHER DESCRIPTION OF WORK:: TYPE OF INSTALLATION: r�`H - � -)s'r -C'S �� f�`!� t k - -'U ►` - NO.OF TOILETS: STYLE: NO.OF BATHTUBS: r mno'IN l -I i p NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES oNO ESTIMATED COST: $ <j oci SIZE OF WINDOW: SIZE OF DUCTS: SEWER OR SEPTIC TANK: FEE ENCLOSED:S ( ;�^ SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS SI.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.: 39133 KZTYPE: �— STATE: SIGNATURE OF APPLICANT: DATE: T NOTES ,- - COLLINS litLL--, I PARCEL ZONED RESIDENTIAL A-20. - •___ - .- I 2. V'nUTV LOCATIONS AND INVERT ELEVATION DE S TAKEN F4W AN INSPECTION REPORT PROVD BY THE CONTRACTOP. �!t62.3 S OJ75,4J` W /J0.00• \ ,�` 3. ALL ITELS D"W_7E0 ON T1it PLAN HAVE BEEN ARIFED IN THC FELD AS TO LOCAAON• ELEVATION AND COMPLETENESS. - --••-_ - \` \ LEGEND - - _ 40' R Y_ i O !RON PIN TO BE SET tip I f fl Q MONUMENT TO BE SET ? 'o 3.09--- EXISTING CONTOUR I n.67 EXISTING SPOT GRADE I� ' ------ ,7 I \ 7 ) -M 55'4 Sq -f - - - - - C 88 oC x 175,302 176 t1bb i .---------------- �i01 I x17s,us ; I q �ATE� VALVE I 14 } I 4 DECK 4IM� Si-p HOUSE TOW-17892 1774: !,21 4 33.0 '7 4 V_171 5 1 GAR 1 176 FF-178.40 y I REFERENCE NOTE. 17•.Ss. ; I BOUNDARY ANfi TOPOGRAPHIC INFORMATION ARE TAxEN FROM FLANS CAS�ING Mnt ENTITLED 'TOPOGRAPHIC PLAN-SUNRISE VIEW ESTATES-. SOUTH iMNDSOR. CT. /1 4Q— PREPARED FOR COU INS CROSSING. LiC. 81 DESIGN PROFESSIONALS, INC m WDIF STET Tp THE Tom or 9'%l111 1 S 7..sat 1711t)t o THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-Q — — =- -- — - -- STANDARDS OF HORIZONTAL ACCURAC'T AS DEFINED IN THE _ x 174 I-- — - -RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT- PREPARED AND ADOPTED BY THE CONNECTICUT ' p � 7tt7JYJ" R 673. EC ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24. 1992 PAI WATER .lpn rri TO THE BEST OF MY KNOWLEDGE AND BEU F THIS MAP IS SUBSTANTIALLY CORREC?�ASNOT�EID B&M ENTERPRISES P.O. BOX 1n6p ''---- _ _,+ _ vw_1444 _ 12882 SOUTH WDSOR, CT 06074 SUNRISE S LANE - PICHARD P M UC. No, TEL. 644-5288 --� RECORD AS-BUILT I ASS asOtW% MnTm. EOSTIsrC UTILITY REAS10N$ GRAPHIC SCALE - --- 1 (860) 25t-8755 PLAN PREPARED FOR SHEET Lou,loNs As slosl AM RLAS(D ON — AV LARI"M .FVLI) V R ALL EOp 10 �NSTRILS a0 0 20 40 eslgn .Sud116C' View Estates �., l�"B®6i9 �� ' ' N rA FVL a �ofesslonals, Inc. 1• 2 ALL UIUT[S Aft iG sI STN®M M[ 1r1D SY A LICENSED LAND 9kPWYOR PRNOR TO — `,"„"1T10i" Lot No. 7 - 16 Sunrise Lane LI.AIW Or R.a aie Aa. sts erx» �q 1. Tles PLAN IS INVALID uatss IT eEAns Tl( 1 esRES.vON WAL AND ORKRIAL SIGNATIME 1 inch = 40 feet Cn'il Ongineere - Planners • su"yors ar TN[nRarEssroNu ENCeQIR/SurV(YOQ. N0. DATE DESCRIPT)ON By 165 south satellite rood, south windsor, connecticut 06074 SOUTH WINDSOP CONNECTICUT er Yy aArc AIrM rAss JUL 1999 South Windsor BUILDING DEPARTMENT 10 1riE 8'flCf!i5 apt, rJ'N"!i �iI1Ti1 FtTi1'CSJ� This certified that this plin and specifications are true copies of the proposed building or alterations to be erected at !y Strre- together with amendments stated in aDPlleatlon an: Iiled with plan end 1 agroe to comply with all sonins. Building and state laws and such orders as shall o• issued by the Building Department during pendent} of this application and final issuance of a buildino permit. Signed This plan is approved subject to the condition that orders and rrdlaanees regulethig building shall be Cr,.•, ::d eah. Ccod:twnihy Approved These filed with gupJ a .p ctur Clem-.?tr7 5`7 NOTES: ' ` --�— t. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED LEGEND WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOES _ - - --_ - ------ \ `• NOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH O IRON PIN TO BE SET - S am'43' W 730.00' , - \ STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND o MONUMENT TO BE SET Dct62 I ' . , - . SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT ,349 EXISTING CONTOUR - _ -- � � ���• CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND _ _ pROPOSED CONTOUR _ SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE SILT FENCE FOR ALL STABILIZATION REQUIREMENTS - - --------• - T7seo EXISTING SPOT GRADE 2. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. T73. PROPOSED SPOT GRADE - 40'�R.Y.I / UTILITIES ARE TO B INSTALLED =--�-__---�=- 3. ALL ROADWAY E E S ALLED IN COMPLIANCE f— '•, •, WITH THE APPROVED "COLLINS CROSSING" PLANS. 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE �Cj _ rI <'' 5. PARCEL ZONED RESIDENTIAL A-20. I J8,554 sq. ft. x nwlO 0.88 OC. 1.SEt PoM AM 2 STAKE THE TAKE 3 ANGLE FOM DICAVATE A OW ,M9/FENCN6 ro 3 51 PoR BfA�BIIT► ►�T UPSLPE rww POSTS. � INE END OF THE POST AND SELF­ 6 L 12'YIN. GO O 1V GOI x 1.74.90 m 2 X17160 ` 11Z I ' ` I� , k % 1 ATTACH FLIM FA61d TO 4.BAOOLL THE '�(} FILWX 1NE TARE FENONC AND E%IEMD TRO101 AND C06FACT FAMW R TO THE TRENCH THE EXCAVATED SOL. I� I ••• i OOMFACIED •'• BAaffLL I T� e 1 ,Las' a. x,7L2D >< I TOW-179.0 T3' GAR-7&0 x tn+D 10.0, 11 CONSTRUCTION OF SYNTHETIC FILTER BARRIER I v * 1 I pxna90 1as �L I 11 n � 1 REFERENCE NOTE: - --'__Q 1- '� I 1 17500 ti BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS y ENTITLED "TOPOGRAPHIC PLAN-SUNRISE VIEW ESTATES', SOUTH WINDSOR. CT. 1ooE v c� � d � i PREPARED FOR COLLINS CROSSING, LLC, BY DESIGN PROFESSIONALS, INC. LOESTR�»aE EASE>wv,T .n1 s ��f Z __ -�� 174 TO THE TO OF SOMTH VINDWR � ,^ =>1 1 Q - THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE TO A-2 �y�60F O OIWA STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE d ��,.� 'RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE pgPlG.t�t FtiO OF CONNECTICUT* PREPARED AND ADOPTED BY THE CONNECTICUT = I1V 17 1O R : 67500' M�:169.6 rjo L ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 24, 1992. , o� 30 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS �. I SUBSTANTIALLY COR S NOU EREON. S&M ENTERPRISES I p .A'•. P.O. BOX 1060 --t — t +--—r— — t F;;• a``;�+p t2asz SOUTH WNDSOR, CT 06074 UNR/SE - SANE ARD P. MARTEL UC. No. 7EL. 644-5288 1.Eaw�oAS �t�BASED ON UTILITY REVISIONS GRAPHIC SCALE �i (a6o} 2st-B�ss PLAN rPR�Ei'ARED FOR Eq V�.� SHEET AHOLILD B 61F1-D WI H. P DUSTING TOo UTILITIONSTRE5 so 0 zo 40 esign SSzw, se Vie .states dOlA M1 Nm BY A��%��ro D Sofessionals, inc. �t No 7 — Sunrise Larne s-04-" OF wNSTRucTIaH. � . AW er. as .E6 ARl:9 3. IHIS PLAN IS INVALID UNLESS IT BEARS THE / /Z. -9$ ,/. rt'reW� civil engineers • planners • surveyors wPaEsvaM sFx AND aRrcaNA�SIGNATURE 1 inch = 40 feet aF tME PROTE540NAL ENGB/EER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road, south windsor, Connecticut 06074 SOUTH WINDSOR CONNECTICUT p�D 0), mw oA7E NO. 14 1"N DAFT. This eertifled that this plan and spcci!ie-tion;are t, toples of the proposed building or alterations to t erected at 4 r�off` Ei2— Str, ed In application ." filed with plan and 1 agree to comply with all zonin: Building and state laws and such orders as shall I: ts*a'C3 by the Building Department during pendu�nr' bf this application and final issuance of a buildlna permit. Signed This plan is approved 3ublect to the condition that orders and ordinances regulating building shall be complied with. Conditionally Approved These filed with Building Inspector Cle(rr/ Date A;.,�+Aa�. yf,� `j�:7i%; c�+y !F^ Y'd ,,i^'�� �.'''r�M T.FSs ..y�.}•� 7}j South 4^,Indsor BUILDING DEPARTMENT R Town of South Windsor Building Department !Y�SOR--CO: Electrical Permit:ELEC-21-1 APPLICANT NAME: Michael Roman EMAIL ADDRESS: mar9168@yahoo.com ADDRESS:23 Kozley Road Tolland, CT 06084 LOCATION ADDRESS: 16 SUNRISE LN South Windsor CT 06074 OWNER: HANCOCK MARTIN J & BARBARA ANN 16 SUNRISE LANE SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: wire new addition as per 2017 nec February 24, 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' i^':K-;^.$ 'Y.T✓.•i::�.xS.A`3' �3r Aw 1� S � Y�t?�a9Y.. .# � � �; sa=isf.ir°K.ui'�.�E�cvr�:.�rm�.u.`s�C.-amoaai3£ 5/21/2021 SGMN a .4 GO Town of South Windsor Building Department 8OR-CO?�� HVAC PERMIT: HVAC-21-163 APPLICANT NAME: Paul Sabia EMAIL ADDRESS: sabiaplumbingandheating@yahoo.com ADDRESS: 167 Bradford Rd Torrington, ct 06790 LOCATION ADDRESS: 16 SUNRISE LN South Windsor CT 6074 OWNER: HANCOCK MARTIN J & BARBARA ANN 16 SUNRISE LANE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Add new 95%gas furnace to new addition April 15, 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 3 q Town of South Windsor Building Department Plumbing Permit: PLMB-21-75 APPLICANT NAME: Paul Sabia EMAIL ADDRESS: sabiaplumbingandheating@yahoo.com ADDRESS: 167 Bradford Torrington, ct 06790 LOCATION ADDRESS: 16 SUNRISE LN South Windsor CT 6074 OWNER: HANCOCK MARTIN J & BARBARA ANN 16 SUNRISE LANE SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Rework kitchen and laundry room. Rework gas piping for fire pit and fire places April 15, 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 INSPECTION FIELD SHEET 04/27/22 Printed by Middleton, Morgan 10 32 59 INSPECTION: 113850 FINAL PERMIT: STATUS APPLICATION: 201900256 LOC: 660 STRONG ROAD SOUTH WINDSOR PROPERTY ID: 87000660 OWNER: ELLIS MARIA L MD CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT 16' X 26' SINGLE CAR GARAGE DETACHED WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 05/28/19 PRIORITY: SCHEDULED: 05/28/19 PM COMPLETED: 05/28/19 UNPAID FEES: .00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/25/19 DOUG PASS B001 FOOTING s • � 1 ----- _II __-- l� -Road------ ovfso 49, ,_C�---- --- ----- --- _E(7_f --� �4-�^ ss' jl C�cr - 11 � • 1 _ �G e ► Ica ------------- OK ---------------- Z ____ -_- _--__ , -js �-k f i �I I 41 ---- --- tj 5t I�tt}- i s� r iNE BU?{Ulrtr, DEPI• lowly uF solim Wiftm, 7T1Ig aertlgAd that this pi3n and epecitia,11nns are to Z It"O ca the pn,pnspd h,'it e►ectd et dlnR nr alteretinnw W! fogAther with , filed with plan ^ nplicatbn ane Building and �t •vitA all zonlnlL Issued by tl,, y'rs as shall be of this appl,c Jvring pendency permit. :a of a building Signed _ This plan Is -- orders and I to the condition tha# complied v,a R building shall be Conditionally A ve0 These filed wltb Ilding Ins ector 1 Z � cl.pI �tGCt�sSt.''� L"I&14T " ,j µRacyQ �. UM P m +`4 L I' ALL VAI t_ -r- - - -- - ----- _ -- -- .. -- - - -- ' - ' - y� — y,— — -— - , crr-AZ r , I i I -nil_ I I I C s Ot, -�- h I-- I - — — - _ m -- - - -_-a.- 77i ' I r--r �i- �� ' I - - i J—' I — - - i _ I — -- — - - i I 31 -- 1=- xALL iU ► E U,I014tr T•Y+ IUYr.V 'i- )UUIh wtr.,:wt flats certified that t.is plan and speeifiuttmns are tru. 20PIes of the proposed building Or alterations to be erected R�Y S+ Street together 1-ition ane filed with pi + ' I; .ih If zoning. Building -i st t rs as sh,11 bt issued by Me a nnq pendency Of this appl+eat+(,n 11 +ssu—ce of a building permit. Signed This plan Is ..)prnv,d 3ij geci to th, condition that orders and r rdi­nccs regul„ting buil^lmg shall be contphrd 11ith Conditionally Approved These filed with — ,/V Building Inspector 9 clod tat. No. L oOoL3, INSPECTION FIELD SHEET 04/27/22 Printed by Middleton, Morgan 10 25 04 INSPECTION: 114186 FINAL PERMIT: STATUS: APPLICATION: 201802486 LOC: 834 FOSTER STREET SOUTH WINDSOR PROPERTY ID: 33600834 OWNER: MILLIKEN MICHAEL J & REBEKAH J CONTRACTOR: MILLIKEN MICHAEL J & REBEKAH J REQUEST BY: PROJ DESC: FINISH BASEMENT TO CREATE REC ROOM AND HALF BATH WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 02/26/19 PRIORITY: SCHEDULED: 02/26/19 AM COMPLETED: 02/26/19 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/26/19 ROSE PASS B003 FRAMING (ROUGH) NEED TO FIRESTOP CAVITY AT FOUNDATION WALL TO RECHECK WHEN SUSPENDED CLG IS INSPECTED. 02/22/19 ROSE PENDING B003 FRAMING (ROUGH) NO ONE AT HOME/DOG IN THE DRIVEWAY 02/26/19 ROSE PASS B004 INSULATION 02/26/19 ROSE PENDING E003 ELECTRIC ROUGH FIRESTOP OPENINGS ON WALL PLATE DISCUSSED WITH OWNER REQUIREMENT FOR UPDATING SMOKE AND CO DETECTORS. 02/26/19 ROSE PASS P003 PLUMBING ROUGH NEED NAIL PLATE ON STUD T 27A61 � ASSU/j1ED ST'2EET G/NE � (/`JD�• k/N 6 `sT t'EET + I N/F MYRTLE R. ODLUM o T �cb - G93• N lq4$ v ` 3y.z '_ yg0. 99�r h � FUSE o kijo20, . O h N/F M YeTGE R. Ql.?L1JM :NOTES ; 1.5 20/vED A -4U. .4 peoPEXTY BIND AB UTT/N6 PROPF�TY �.•.. _ -• - "' PROPERTY OF 1 HEREBY CERTIFY U ' WITH O CLA! / - .o f '•.y _ CONNECTICUT ASSOCI is HARRY J. & MYRTLE R. ODLUM - Na Z163 Alforo 0 It ASSOCIATES I I i I I I tU YHE BU+w. rbIs certifiod th,rt N ,rr to iti)ples of the Prop—,u r mteretnnns to ri orectsd at 3 (µl tbaather with amen^ n eOPlleatlon nne filed wkh plan and ply with -ill zoning, Building and state I rders as shun bs Issued by the Buildl during pendenev of this application and issuance of a buildins "MIL This plan Is approved 5:!bject to the condition that orders and ordinances r,x,ditlnµ ot.ilding shail be eomplied with. IZZ Conditionally Approved These fiir Building Inspect r 'sits N \� *' CERTIFICATION OF ZONING COMPLIANCE Proposed builang(s), uses) and/or stru(3ture(s) as shown on this plan appears)to be In conformance / cr with Current South Windsor regulations. Variances and special ee ceptbns may apply. Date !/2 L ��✓ Zon' rcement Officer REFERENCES: >� N `� o FRN & SEDIMENTATION CONTROL MAINTENANCE AND NOTES: THIS PLAN REFERS TO THE FOLLOWING: o ° ' TION PROGRAM (WEEKLY CONSTRUCTION REPORTS): 1. PLAN ENTITLED "MARTIN & BARBARA HANDCOCK N 16 SUNRISE LANE, SOUTH WINDSGR, CT L m - W 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE TOPOGRAPHY. CURRENT N PROPERTY AND TOPOGRAPHIC PLAN PREPARED BY: DESIGN PROFESSIONALS INC. oc 1 o a rn LDATED: 10/'01/13 Lu 0- °L �' °' 60, sx~ SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. CONTRACTOR MUST VERIFY EXISTING 1 w° � N N 0 w W OMMENDATIONS MADE IN THE 2002 CONNECTICUT GUIDELINES FOR SOIL N oO0 &_TOPOGRAPHY ALLOWS FOR GRADING AS SHOWN. ANY DISCREPANCIES SHALL BE REPORTED IN T PLAN NOTES: - � 18 E-AND SEDIMENTATION CONTROL PLAN THE CONTRACTOR SHALL MAINTAIN r 1WRITING TO THE DESIGN ENGINEER AND ARCHITECT PRIOR TO CONSTRUCTION. 1. CALL BEFORE YOU DIG - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDINGREPORTS ON THE CONDITION OF ALL EROSION CONTROL MEASURES AND EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. 1- ° zmEM AVAILABLE UPON REQUEST OF OWNER, LOCAL AUTHORITY HAVING 2. THIS PLAN SHALL BE USED FOR LOT #7 (16 SUNRISE LANE) HOUSE ADDITION LOCATION, 0 3 j a 4. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL DETAILED BUILDING DIMENSIONS. I GRAMNr;_ FRnsinN rnnlTlzn_I JURISDICTION, UR tNGINttK. IN I HE tVtN I OF A MAJOR RAINS I UKM, (0.5 INCHES 3. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE.TOPOGRAPHY. CURRENT a o OR GRATER) REPORTS SHALL BE PREPARED WITHIN 24 HOURS OF SAID EVENT. 5. GRADE TO DRAIN AWAY FROM BUILDING. SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS FOR GRADING AS SHOWN. ANY DISCREPANCIES SHALL BE REPORTED z a IN WRITING TO THE DESIGN ENGINEER AND ARCHITECT PRIOR TO CONSTRUCTION. LU w EROSION & SEDIMENTATION CONTROL NARRATIVE 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL DETAILED BUILDING DIMENSIONS. _ 5. GRADE TO DRAIN AWAY FROM BUILDING. r„ z 1�0_ 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. o lu 0 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THESE PLANS. © ,W a 2. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY c INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES I U I HIS PLAN MILIZ T Bt APPRUVtD BY I Ht tNGINttK AND/UK I HE LOCAL AUTHORITY HAVING JURISDICTION. IV/F JENNIE I`'IAZNICKI 8 SUNS 15E LANE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, VOLUI'7E 1054 PAGE 268 r (BOTH PUBLIC & COMPLETED PORTIONS OF THE PROJECT) FREE FROM ` 2 ACCUMULATED DUST AND DIRT. STREETS SHALL BE SWEPT CLEAN AT ALL TIMES. L EX. cB DATA BLOCK ' TF.173.31 s4. �y 4. AREAS TO BE LEFT BARE FOR MORE THAN 30 DAYS SHALL BE TREATED WITH AIR -� =Y INV.169.b?_r4" �vcJ LOT #7: 16 SUNRISE LANE ,y = - DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL ZONE: A-20(.RAD(N(. AND STABII 17ATI(OKI TAIKES PI ArP v n i /V 6?6 44 717" w I I USE: RESIDENTIAL ZONE 5. ALL DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE \ \ -'-- ' - - - _ _ I � - ` REQUIRED/ y N a 1 t 29J 48! r - !!R. BASE ( / I EX. B ITEM ALLOWED EXISTING PROVIDED r, t MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING \ \ _ TF:1 .3/ 'k APPLICATION RATES: Lot Area 20,000 SF MIN. 38,554 SF. 38,554 SF. J y ` Lot Width 100 FT. 130 FT. 130 FT. I Lot Depth 150 FT. 293.4 FT. 293.4 FT. MULCH: RATE: s I \ Ij ,f `�' 177.5t (M.E.) I I� STRAW 90# 1000 S.F. ~� \ SILT FENCE Front Yard 40 FT 46.0 FT. 46.0 FT. V O TEMPORARY SEEDING: RATE: \ , ' X It d MATCH EXISTING FINISH G -- Rear Yard 40 FT. 172.0 FT. 156.8 FT. O O O PERENNIAL RYEGRASS 1.0 1000 S.F. \ \ \, \ g0 SQUARE �,> _R FLOOR ELEVATION \ `O I Side Yard 10 FT 33.0 FT. 26.3 FT. # \ ` 1 gull.DAB�E 2� LA 1scA� 1 tt� Oco \ j g Ar EA PROPOSED 1,550f SQFT G 0 P 4 I X Lot Coverage 20% 15.30% 17.60% _ J U 6. CONTRACTOR SHALL CLEAN DIVERSION SWALES & TEMPORARY SETTLING SUMPS \ `. I , BUILDING ADDITION \ �+ I Building 2.5 Stones/30 FT. 2 Stories 2 Stories co L 3 FF_1 R0 1 I 1 r . I Heiaht to AS REQUIRED DURING CONSTRUCTION. \ ! \ I w '� O (SEE PLOT PLAN NOTE 3) � j ( I � � V) 7. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL MANAGE STORMWATER i \ jj I ,I�1 ' jj Ct� ( r m RUNOFF SO THAT NO DIRECT DISCHARGE OF RUNOFF THAT CONTAINS SUSPENDED 156.8' 177.3t (ME.1 -� I - °�-'i�� ` PARTICLES, FLOWS INTO RECEIVING WATERS. RUNOFF SHALL BE DIRECTED INTO 1 I 1 I e 1 ` , �,,� 2.25 �� 6.9 !NV=171. ° SSx -A---- L L S INV. 164.5 0 TEMPORARY SEDIMENT SUMPS AND TREATED, IF NECESSARY. I � N � � j � ;^�' \ \\\ TEMPORARY STOCKPILE AREA---,.- TEMPORARY �!q/�' .. .-.- .... ..-....- ... ......... �. ..- ..... .��.�.. -___- _. ... -. .--- -- --- --- - _ \ \ t I e+..r.r.,..u.r.r-e. ..v r.-...E . \ tm ....1 _e_ .--f.'. .,N 1 C_J t 8. AI NO TIME DURING THE CONSTRUCTION EFFORT SHALL THERE BE ANY OPEN � \ \ ) SURROUNDED Cr SILT FENCE. s• ® J � UDC 11 ` � � U) \ \ \ I CONTRACTOR SHALL ADJUST AND / \� 7 �cti - - X• H� , W `t x o AND DISTURBED AREA GREATER THAN 0.5 ACRES WITHOUT SILT FENCE PERIMETER O I I I RELOCATE LOCATION AS TEMPORARY r - _ - - -� 78,92 �___ ---' F-►�isTiN � _ _ _ = m m OF SET AREA. \ 1 I I NECESSARY TO ACCOMMODATE STOCKPILE I t r �o J.U. W 0 ,2 a 8' 1 � SERV/C -17`; in w = = Y SURROUNDED BY t C> _ '8 1 a p v p a p In SRE ACTIVITIES AND PROJECT SILT FENCE I �\ FF- 9. AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE j 1 jl 1 1 j I I PHASING. N �1 GAR z 1 N AVAILABLE THE APPROPRIATE EQUIPMENT FOR WATER APPLICATION FOR THE I j j ` I ! w I 'o F 78.40 N 1 i c\I W PURPOSES OF ALLAYING DUST. APPLY WATER, SUITABLE MATERIALS, OR COVERS ' 11 1 I ��. �, F �\ D I I l-. 1__ __ _ _ _ _ __ _ I o111111111h.- W Z I U MAI LKIAL S I UC:KPILES AND U II HER SUKFAULS I HAt CAN GIVE RISE TO ' t _ '� ' i r- Q 1 s Q, BASEMENT EXCAVATION AREA N 23. I + O ; C� AIRBORNE PARTICULATE MATTER. COVER, WHILE IN MOTION, OPEN-BODIED TRUCKS ; ' I MATCH EXISTING FOUNDATION WALL HEIGHT �h ,^3•� _ ,� 1 �' °�'-�-�- -- II a -.� F- OR OPEN-BODIED TRAILERS. MINIMIZE THE VOLUME OF WATER SPRAYED FOR N (SEE ARCHITECTURAL PLANS) ► w r- 2 ) 1 V 1 1 t 1 m +1 `APE - _ TIO +� 1�' `I�g 11 v X W CONTROLLING DUST AS TO PREVENT THE RUNOFF OF WATER. NO DISCHARGE OF I _ 9s• _ - A 11 W DUST CONTROL WATER SHALL CONTAIN OR CAUSE A VISIBLE OIL SHEEN, FLOATING 1 c ! , ` �3 1 � Z 1 cp I 2 LANDS AP SOLIDS, VISIBLE DISCOLORATION, OR FOAMING IN THE RECEIVING STREAM. ` 1 i I I REA a � E Z 1 t t 1 ys ' O 10. THE DEVELOPER SHALL ENSURE THAT CONSTRUCTION .4CTIw'(TIES COMPLY WITH 1 11 , 1 i ' �c CONTRACTOR -0 vsE EX19,ING Z p � i 177.3t (M�E.Z V THE NOISE ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. S' Y / DRIVEWAY FOR ACCESS/EXIT TO THE SITE. (SEE EROSION AND Ua�) ce CAPE I SEDIMENTATION CONTROL DOTE 3 v+ c 11. THE CONTRACTOR SHALL EXCAVATE A PIT TO BE DESIGNATED AS A WASHOUT 1 -1 "L 1 _ 295 4 ' AR . FOR ADJACENT ROAD LG.'i' L O AREA FOR CONCRETE, PAINT, AND OTHER MATERIALS. THIS AREA SHALL BE 1 1 1 1 j _ 8 - ( ' 1 PROTECTION REQUIREMENTS) HFOGE j CLEARLY FLAGGED AND CONSTRUCTED TO BE ENTIRELY SELF-CONTAINED. THIS jt j j -- L.,.', ' Z AREA SHALL BE OUTSIDE OF ANY BUFFERS AND AT LEAST 50 FEET FROM ANY 1 ' 1 _ N 86 44'I7" W J t1EC?lE "2t- i (b e-T'l r-A\I IAIrTI AAIP\ ^M ^Tt ll-n elf-►ielITI%e- 1.r :IM, r, 1� : :..r,:.:- __ : :A: . FYIQTIAIG nPr`le TC_1 Rip, J I NI_AM, WL I LMNU, UN U I nr-M JGIVJI 11 Vt JUUNktt. UUMrINU UI' LIWUIU WAJ I tJ IN "...,....�J REMOVED v v v v t I r STORM SEWERS IS PROHIBITED. THE WASHOUT AREA SHALL BE INSPECTED AT CONTRACTOR TO SAWCUT AND LEAST ONCE A WEEK TO ENSURE STRUCTURAL INTEGRITY, ADEQUATE HOLDING 178.2t (M.E.) REMOVE PORTIONS OF EXISTING CAPACITY AND TO CHECK FOR LEAKS AND OVERFLOWS. ACCUMULATED DEBRIS PATIO AS NEEDED TO ACCOMMODATE THE PROPOSED ADDITION. Z SHOULD BE REMOVED ONCE THE WASHOUT AREA REACHES HALF WAY FULL OR (SEE ARCHITECTURAL PLAN) IS DEEMED NECESSARY TO AVOID OVERFLOWS. REMOVE AND DISPOSE OF N/F A TULKUI"IAR S. � ' = o - HARDENED CONCRETE WASTE CONSISTENT WITH PRACTICES DEVELOPED FOR THE 'ENE A VACI-11-IANI 10' WIDE C.L.&P. EASEMENT o WASTE DISPOSAL. 26 SUNRISE LANE } VOL Ul"IE 1151 PAGE 179 ' WI12. THE CONTRACTOR SHALL DESIGNATE A WASTE DISPOSAL AREA FOR TEMPORARY r TD THEETOSLYEFT TREEWAJ OF SOUTHASEMENT W/N©SORI STORAGE OF MATERIALS TO BE REMOVED FROM THE SITE. THE DESIGNATED WASTE AREA SHALL BE SELECTED AS TO MINIMIZE TRUCK TRAVEL THROUGH THE 1n SITE. THE AREA WILL NOT DRAIN DIRECTLY TO ADJACENT WETLANDS. PICKUPS (01 SHALL BE SCHEDULED REGULARLY TO PREVENT THE CONTAINERS FROM OVERFILLING. SPILLS SHALL BE CLEANED UP IMMEDIATELY. DEFECTIVE CONTAINERS THAT MAY CAUSE LEAKS OR SPILLS WILL BE IDENTIFIED THROUGH REGULAR INSPECTION. ANY FOUND TO BE DEFECTIVE WILL BE REPAIRED OR Z Q REPLACED IMMEDIATELY. ANY STOCKPILING OF MATERIALS SHOULD BE CONFINED TO THE DESIGNATED AREA AS DEFINED BY THE CONTRACTOR. V) 13. ALL CHEMICAL AND PETROLEUM PRODUCT CONTAINERS STORED ON THE SITE RECEIVED w (EXCLUDING THOSE CONTAINED WITHIN VEHICLES AND EQUIPMENT) SHALL BE 1. SET POSTS & EXCAVATE A 6"x6" 2. STAPLE GEOTEX71LE TO POSTS. SEP 2 g 2020 o TRENCH UPGRADIENT OF POSTS. PROVIDED WITH IMPERMEABLE CONTAINMENT WHICH WILL HOLD AT LEAST 110% OF THE VOLUME OF THE LARGEST CONTAINER, OR 10% OF THE TOTAL VOLUME OF ALL CONTAINERS IN THE AREA, WHICHEVER IS LARGER, WITHOUT OVERFLOW FROM ANGLE POSTS 'cific titnts.­e true r� bell THE CONTAINMENT AREA. ALL CHEMICALS AND THEIR CONTAINERS SHALL BE 5° UPGRADIENT CST GEOTEXTILE trat r:.„5 t,;,; .�n nr alterations to STORED UNDER A ROOFED AREA EXCEPT FOR THOSE CHEMICALS STORED IN d / _____�l0 Sunr15� Ln.__ _._ street CONTAINERS OF 100 GALLON CAPACITY OR MORE, IN WHICH CASE A ROOF IS 95° �-12" ,� „ .,- Iun aae towPther . u�-r r• r�:::r�rr� r1 : r u..: : rr� -yzoniir$. a NU I Mt.WUl KILL) UUUt5LE-VVALLtU TANKS SA I ISFY THIS REQUIREMENT. III II- �I 11,,-m__m til a vItn , .I s , „ be � y l I Ill1 l IF e rtl d Issued by t h ... . ^,i; Pc ndEncy Q 14. CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION II-III - i-III-III I-T nt this >t a building -I I- '=1 I��(�(. III OF ANY UTILITIES OR SIGNS. permit. 0 z This PI=n fa 15. IF REQUIRED, AN APPROVED EROSION CONTROL BOND SHALL BE PREPARED 3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFILL TRENCH AND This 2 .td , , 11 be O BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. COMPACT EXCAVATED SOIL Z 3 Conditionally Ai%� O Comr�� r„vutl lh�aeytilefk wtC,. 16. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED �._�____ Z Q OR_ COMPACTED ON_ FR_0_7_F_N GROUND_ SURVEY NOTES. q.�{t„ ir,,,ctnr �/ ,tGf kto;;'xD GEOTEXTILE I I COMPACTED BACKFII1 I 1 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE E;ULA ONS OF CONNECT/CUT N 17. ALL EROSION CONTROL DEVICES SHALL REMAIN FUNCTIONAL AND IN PLACE I T/CUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b=20 AND THE J #t W a MIN/MUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS o THROUGHOUT THE CONSTRUCTION EFFORT UNTIL THE SITE IS FULLY STABILIZED '11=11 I-I��,-, I��-IIF AND MAPS" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, N J WITH' VEGETATION. �.... INC. ON SEPTEMBER 26, 1996 AND REVISED ON OCTOBER 26, 2018 n o =1 I I-1 II 11- `��`�F co !y'���, TYPE OF SURVEY lS A PROPERTY SURVEY AND IS INTENDED TO DEPICT THE v Z 0 ESTIMATED CONSTRUCTION START DATE _ SUMMER 2019 SILT FENCE ````t�,��jE p y ���; LOCATION OF EXISTING CONDITIONS RELATIVE TO PROPERTY LINES o t j ESTIMATED COMPLETION DATE FALL 2019 o ♦A o E =CO A • THIS IS A RESURVEY BASED ON MAPS REFERENCED HEREON. a V+ N.T.S. * _ b = e HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VERTICAL ACCURACY N ' ' MEETS CLASS V-2 STANDARDS. Tom.. N NS ir AL I�NG\`\�� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTED SHEET r i i I HEREON. i 0 i 16766 P 1 ai BARRYD. CLARKE, LS. LIC NO iL L� J 00 DRAWING 15T qZ _ L __ � qo NEW ADDITION i EXISTING HOUSE V V J 00 Q ARCHITECTURAL 11 W UJ q wo 0 CL ELEYATION5 >4-1 Z ARCHITECTURAL FOUNDATION PLAN ,A-2 0 v Q Y SHINGLES = m coNrlNuous RIDGE VENT ;:IIPC T �I nnIP PI AKI d_� ri = iLjLiLLLLLiLLLlI 11.v I I �.,,.,I• t I�r-t� n .r •; cc Q IT Ii � Q � o LI � GENERAL NOTE5 4 PUILDING SECTIONS A-4 A 12 7 IT- 12 z , III I i I I I I III LI_LI_ 10 I 10 0 \ ' ii i , i Illd2PITCH , �i i , ii ii f , ii ii ✓,(i I i T ililil,I iiIIi111:12PITCNIi i1 �l III h I I t�i') h /'`IAIr_ y ' �-U Lf- I'-0" GABLE DY_R�A\G z Hi LL o I W�4LL Dl«-stl/IIVt.'F w ' LL I N I-n 2'>-r r �11 BRACED WALL PLAN 4 DETAILS ' I PVC PERGOLA -OP OF WALL F I lr-F-F-Illr—FT-1 IFn n ,� _ I _ nnn I nnn nnn I nnn DOUBLE l" VINYL ....- o i o I I ❑❑❑ El[:][:] ❑❑❑ ❑FI❑ STRAIGHTEDGE r SNAKE SIDING I 10 4" VINYL �- CORNER POST I I — _ 7^P Or=OUNDATION I j- !-_-1 ` mumm mululu I I 8'W x TH STEEL INSULATED OVERHEAD DOOR 8'W x TH STEEL INSULATED OVERHEAD DOOR - I O � 1 - ' v- I i i I I - ----------------------- ---------------------------- ------------------ ------------------------------------------------J---------------------------- ---- - I I I O I � I I I I I NEW ADDITION - �--EXISTING HOUSE NOTE: FRONT ELEVATION TEXTURED AREAS REPRESENT NEW CONSTRUCTION. � O p _ = NON-TEXTURED AREAS REPRESENT EXISTING STRUCTURE. I.1 NEW f200F IN G AND SIDING `MA 1 ERIALS 10 IAA 1 L-W EXIS I_I NG, CONTRACTOR TO VERIFY ALL EXISTING WALL 4 FLOOR HEIGHTS, AND ROOF ITC-'ES TO ALIGN ',L!TH EXISTING- STRI:C" R I-U U O � O p NEW ADDITION ; EXISTING HOUSE O 1 I Q 1 1 ARCHITECTURAL ' SHINGLES ' 1 Ck CONTINUOUS RIDGE VENT ; MI CONTINUOUS RIDGE VENT 12 f� I II IIII III IIII IIII � I II I � 1 O 10:12 PITCH I III I I I i l IIII LI I I ICI LI ICI LI II ILA Ljiiu Ll_l_11_l_U _lU U_L J_ 11 1-0 GABLE OVERHANG " � 10:12 PITCH ARCHITECTURAL O 1 J I III SHINGLES nn`` CONTINUOUS RIDGE VENT III III ' II IIII II II III II I II I : �' I I � L 12 IL i n 12 I I I I 1 1 11 I LI 12 I , 1'-0" GABLE OVERHANG 5:12 PITCH , 6:12 PITCH iLLULLII I �I DRAWN FOR: GELYNE KVIETKAUSKAS 4 - - - - ��� 1'-0" EAVE — TOP OF WALL DAN TURKINGTON OVERHANG 90 BELDON ROAD 6" VINYL ® GAS FIREPLA YENTCE— 1 II EaYE � SOUTH WINDSOR, CT 06014 OVERHANG = CORNER ® _ POST o 6" VINYL w VID o CORNER a DOUBLE 4" POST = U' BUILDING AREA VINYL SIDING LLILLLI ® DOUBLE 411 FIRST FLOOR: 510 S0, FT, VINYL SIDING `Q TOTAL: 510 50, FT, - - T/1i•f ^ C1119LI yr cup21 tc TOP OF KNEE WALL GARAGE: 461 60, FT, — _— TOP OF FOUNDATION Z1 _ EXISTING DECK NOT ; I ; ; 221-^11 , il'-loll ' SHOWN FOR CLARITY 1 ! i ( " O - CRAWL6PACE FLOOR Lori= 1 1 I UA I t - -------------------------- ------------------------- �i -------------------------- _ CRAWLSPACE FLOOR LINE b- ' -------------------------------- --------------------------------L-------------------� I ------ ---------------------------- 2/(O/18 _______________________________________________ 1 1 I -------------------�- ' -------------,------- I TOP OF FOOTING i , , , , 1 I I `-------- --------- -------------------------------------------- I ----------------------------------''- - - - - ------------------------------- I 1 I I REAR ELEVATION NEW ADDITION EXISTING HOUSE SCALE: 1/4" = 1'-0' _______-___._____--______ klGHT ELEVATION SCALE 1/4" -- 11-0" SCALE: 1/4" = I'-0" DRAWING � A-1 00 oz J ., G � �w V z 00o u Q Jw LLL1 W LLLJ VO a. V) O v O w W Y O v m Q o 0 0 ARCHITECTURAL SHINGLES F- CONTINUOUS RIDGE VENT J W ------------�----------- EXISTING HOUSE ! NEW ADDITION I I I I I I I I I I I I I I I I 1 11 111i 11 111111 111111 111 X/\ 301-011 1'-0" GABLE OVERHANG 6:12 PITCH !12 11-1011 221-211 B Z ' I l l l l 11 l l l l 11 l-I I l 11 l l h I I LI LI Il l l IJ I I IJ IJ II II n I PO05PT Ui= TOP OF WALL — �— S _ — ------------------------------ ---------- ---------------------- I'-0Oil I ------------------------ ---- JIUL----- _-- ---- _--WA ------ _-; �` OVERHANG i IL—L—LJI IL_L_LJI III I I III III—III ro vIN1L. 1 1 1 u l u uu l u I III ' - CORNER A-4 POST ' 2XIO FLOOR JOISTS ;;;; 2X10 FLOOR JOISTS I6" O.C.ABOVE iiii s 16" O.C. ABOVE vD�YBi L51nwl-, r__ FM1111 1 1 11 11 --� ,. ., 1 i 3 1/2" LALLY COLUMN ON i i TOP OF SUBFLOOR ��\\ O i i 24"x 24"x 10" CONCRETE i i — - — - - - — — i—L TOP OF KNEE WALL UNFINISHED __�;;�_ FOOTING - — _ - - IIII _,. _ ' --- ' r7 / i �` uj i N TOP OF FOUNDATION — CRAWLSPACE 8 I ,� ; ; __cz - - - - - - - -inir-__� 3 I/2" CONCRETE SLAB r; ; I I EXISTING DECK NOT DROP FOUNDATION 1'-1" ' ' IIII OVER 6 MIL POLY ' ' - t— I SHOWN FOR CLARITYLu , I a----------------- --- r �� m i i ' CRAWLSPACE FLOOR LINE 1 I I 1' IIII I LLI lr Vi� - - TOP-O F FOOTING `----------------------------------------2XIO FLOOR JOISTS I 2XIO FLOOR JOISTS I' ------ 'I--- 1' '�I T 'II T i- - ------- 6l6n 0, ABOVE Mica s16I O.C. ABOVE -----------------------------1------------------------------------------ ----------- ----------- iiiiX �— Nv V IIY I n j^7 u- I m 1 I I I I IIII = IIII I 1 �-------------------�----------------------------------------------------------------------- I11 6� � I111 4 I IIII 6 1/2"D BEAM POCKET ; ; DROP FOUN TION III" �Q 1 d ' 111N IIII 4 i t t i nl 11 n1 1 - '® °- d f�.r`4d • p - °- D„�d o p - ® G �.Cd —J p 1. 1 • ° e �- ---------------- ---- -- I 1 _ L------------=-, ! _ LEFT ELEVATION °,4 1 I ----------- ----------------------------- I t� - < pa o a o•n a ° °v - ° p p a • a. 1 I CONTINUOUS 8" CONCRETE FOUNDATION ' r EPDXY(3)•5 REBAR O^IT SCALE: 1/4" = 1'-0° e-----------------------� , q ; DOWELS INTO EX($7NG CON TINUOU5 10"x 20" CONCRETE FOOTING _ NOTE. �" ALL FOOTINGS TO REST ON UNDISTURBED 501L OF MIN. 3000 i i _`Q FC'UNDA1IC�AND :NB14Li j O 1 > I I 1 I I P.5.F. BEARING CAPACITY, ALL CONCRETE TO BE MIN, 3000 �- 2-2XIO HEADER ABOVE ° I P51 is 28 DAYS UNLESS NOTED OTHERWISE. FOUNDATION WALLS I 1 ,FINAL LOCATION TBD ' a 1 4 1 I I O MUST 2XIO FLOOR JOISTS I I HAVE A MINIMUM OF ! RC" OF HORIZONTAL 84 REBAR I I O x s I " O.C. ABOVE WITHIN i' OF TOP OF WALL,AND i ROW AT MIDPOINT 0= l-ICIO - ' `n WALL HEIG I I I 1 ® I `� I a ; UN EXCAVATED O i i ARCHITECTURAL SHINGLES I I EXISTING ' ' ' 0 150 FELT PAPER BASEMENT 1 -�'_(o ' �' PREPARE FOR 4'' CONCRETE SLAB p ICE 4 WATER SHIELD s IST 6'OF EAYE I ; GARAGE SLAB TO BE MIN. 3500 i '°4 i `y 1/2" CDX SHEATHING RIDGE VENT �---1 PSI s 28 DAYS i ° i 2X12 RIDGEBOARD °o LINE OF FRAMING ABOVE EXISTING I t 1 KEEP AN HOR BOLTS s ; ° ; FOUNDATION WALLS FOR GARAGE ARE 4'-10" HIGH o i 2X10 RAFTERS s 16" ac, 12 " CHIMNEY i i CENTER F WALL 2X8 CEILING JOISTB s 16 O.C. 12 ____ ____ ; 1 1 2X4 COLLAR TIES s 32" O.C. 11 ^ ' FOUNDATION I -L----' - - D, 1/2" ANCHOR BOLTS s 6'-0"O.C. IMAX.) i �4 i II ' ' SIMP50N H2.5A RAFTER TIES s I6 D.C. I = o © • , _ EXP05E 4 1/2" OF BOLT FROM TOP OF WALL `---n OP OF NEW=OJNDATION PROVIDE 1" (MIN.)EMBEDMENT DEPTH 1 1 e -0 BE SAME LEIGHT AS A kEA i i EX16TING H0;6=_=OUNDATIDN EPDXY (3)*5 REBAR I I I, I 11 ; bl ; l u 1 n I DOWELS INTO EXISTING 5-g ' 20-$ i ' 12 FOUNDATION s I-0 O.C. 1 p PREPARE FOR E ROP FOUNDATION 1'-0" s GARAGE DOOR OPENINGS ; •o __u I CONCR=1 E BLAB I I I o I -------- ----------- -� � 2 PROPER PENT (TYP.) _ _ __ _ ________ ,11rOL • ' I y- 8-� x I'-0" 6'-4" x 1 ° -I--------------- ----- ----------------------------- ------ ---------------------- w 3-2XI0 BEAM I 1 ----- -, � R-49 FIBERGLASS INBULA"!ON 1/2" DRYWALL vvi 1 3-2XIO BEAM PRAWN FOR: 1 - ; A-2 A-4 o MUD CELYNE KVIETKAUSKAS 4 ROOM COVERED DAN TURKINGTON PORCH 90 BELDON ROAD I L, R-30 FIBERGLASS INSULATION SOUTH WINDSOR, CT 06014 �- -----------------; -- 3/4" T4G ADVANT-'_r.H FLOOR SHEATHNG I 2X10 FLOOR JOISTS s 16" O.C. O 11-1011 01-411 1'-811 81-411 11-1011 - ' • ° ' CO RE T = �- ---------------------- — - - — ,tNC E SLAB — - - — 11-6° ° a 1/2"DIA. X 12"L GALVANIZED ANCHOR e - - :a BUILDING AREA 221-0 I , 11 _ 04 REBAR (TYP.) o•e BOLTS s 12" O.C. ��; 4 FIRST FLOOR: 510 5Q. FT. 29-� o C RA W LS PAC E 2X6 Df SILL PLATE ;4 REBAR (TYP.) p TOTAL: 510 SQ, FT, 2X6 PRE55URE TREAT=:; BILL PLATE_ , EXISTING HOUSE- - -NEW ADDITION 3" CONCRETE COMPACTED SLAB 1/4" SILL GASKET --------- J- -------- ON GRAVEL GARAGE: 461 5Q, FT, FOUNDATION PLAN . .. . . . .. .. . . .. .. . . . .. .. . . . .. _ _-- __- - o - — — _ SCALE: 1/4" = 1'-0° 6 MIL POLY 8" FOUNDATION WALL VAPOR BARRIER WITH TAR WATERPROOFING DATE BUILDING SECTION 2/6/18, SCALE: 114" = 1'-0" REVISIONS: 6CAI E 1/4" = 11-0° DRAWING # A-2 V )2i J O0 I� rn G " N o U) I z J C.0 W V 0 ¢ "w W W W W0 a O Y W Q l7 cc z 841-I" O w < Y I-- m - - - - - - -- - � IQ __ 2'-45/4 u 111-1" Ii-1" o EXISTING HOUSE ; NEW ADDITION 0 I 34-11 1/2°W x 5'-1 1/2°H DH WIN:.01 1 z 0 w/34-11 1/2"W x I'-4"H TRANSOM MULLED ABOvE I C� z ' I , J W I I ' M I I M \� I I x X A-4 I , - ENGINEERED ROOF ' TRUSSES 24"O.C. 2'-4" ' I 1 ' , 1 o , "—, ; CEILING CEILING u, < SLOPES ; SLOPES 4 = Q - Wul - FAMILY ROOM O Q x °�'-o H VAULTED CEILING =x 1 _ I o EXISTING 20'-0"W x 16'-4"D ' 82 1/2" R.O. ; DECK ; ENGINEERED ROOF , I I z i TRUSSES = <<' O.C. X ^ zCfl w I I n w = ; ' -� u .o O ------------ I ---' -_------ ------------------- -- O' - _ _________________GIRDERTRUSSABOVE====_ _________ BUILT- O O BUILT UP ^ POST 5/8 FIRECODE DRYWALL ON POST o WI-YV ALL GARAGE WALLS 4 CEILING 3-2Xf0 BEAM--------EXISTING FLU5W FRAMED Q LU° FULL --------p -------- EXISTING EXISTING o o � o 0 MUD EXISTING BATH o _______- DINETTE KITCHEN o o I = m 00 Lu - -------- �_ I z �o d R M w X BEDROOM _ ------ A R" ; w S'H VAULTED CEILING LU 01 . �^ o u o -------- I w Lu -------- z oL 2 CAR GARAGE _ W,� q ca �---------------------�� p z o - -- w 1 �� vim �------------------------- I----------- __---------- O EX I STI NVO^ 1 I 1 Cv' I I VALK- N o R.O. TBD ; CLOSET "' EXISTING FIREPLACE/CHIMNEY 5'-6'W x 6'-0' ; O COVERED f— PORCH 3 CONCRETE C° ® EXISTING EXISTING SLAB 2-2XI2 HEADER 2XI: -E=OER 2'-0' f? __________ _____ BEDROOM LIVING -------------- ---- - EXISTING -------3-2X10EEAM --- 8'-0"W x l'-0"H OVERHEAD DOOR `c - O"H�YERHEAD DOOR MASTER o EXISTING EXISTING ROOM BUILT-UP BUILT UP 1--i �', MASTER FOYER POST B. .TH FOY ER I _ BEDROOM 14-2 =- 3'-GII I OL, , 1 1 I - O I 1 FDANTURKINGTON OR, YIETKAUSKAS 4 EXISTIN HOUSE NEW ADDITION ROAD 50R, CT Ob014 I 2'-0" 81-01� 2_C 8`-0° 2.01 10'-0" 2�-4" 7'-6" 22 F151UILIDI.ING, AREA R: 510 SQ, FT, 510 SQ, FT, FRST FLOOk PLAN GARAGE: 461 $0. FT, SCALE: 1/4" = 1'-0" LEGEND DATE 2/6/18 REYISION5, NEB EXTERIOR WALLS EXISTING EXTERIOR AND INTERIOR DOORS TO REMAIN EXISTING EXTERIOR WAILS TO REMAIN 5CA1.E NEW INTERIOR WALLS NEW EXTERIOR AND INTERIOR DOORS 1/4" -- 11-0` EXISTING INTERIOR WALLS TO REMAIN DRAWING # A-3 lJ L 00 —� M Z 0 � z J 00 W Z V 2 ¢ �w COIDE INFORMATION FRAMING NOTE6 AND 5FECIFICATIONS GENERAL NOTE6 AND REQUIREMENTS W W � o_ o � _j V, 0 w Q v- va CODE 5A515: CONNECTICUT STATE BUILDING CODE, 2016 i, ALL FRAMING LUMBER SHALL BE DOUGLAS FIR "2 OR BETTER UNLESS NOTED OTHERWISE, POST 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CC Z = INTERNATIONAL RESIDENTIAL CODE, 2012 ALL LOADS DOWN TO FOUNDATION OR BEAM BELOW, ALL PRESSURE TREATED WOOD SHALL BE NATIONAL, STATE AND LOCAL BUILDING CODES AND REGULATIONS. O U < Y Lu INTERNATIONAL ENERGY CONSERVATION CODE, 2012 SOUTHERN PINE #2 OR BETTER, ALL FASTENERS IN PRE55URE TREATED WOOD SHALL BE HOT 2. CONTRACTOR IS RESPON511BLE FOR VERIFYING ALL DIMENSIONS AND = m NATIONAL ELECTRICAL CODE, 2014 DIPPED GALVANIZED. CONDITIONS OF PROPOSED STRUCTURE PRIOR TO START OF CONSTRUCTION. O u Q 2, INSTALL ALL LVL BEAMS IN ACCORDANCE WITH MANUFACTURERS DETAILS AND INSTRUCTIONS. ANY DISCREPANCIES SHALL BE REPORTED FOR JUSTIFICATION AND/OR Q o 3, INSTALL ALL ENGINEERED TRUSSES AND/OR ENGINEERED FLOOR SYSTEMS IN ACCORDANCE CORRECTION BEFORE PROCEEDING WITH WORK, CONTRACTOR SHALL o WITH MANUFACTURERS DETAILS, DRAWINGS AND INSTRUCTIONS, ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. UDAT AND 4, PROVIDE 50LID BLOCKING ABOVE ALL BEAMS AND BEARING WALLS. 3° ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED, 0 oNION NoTE5 5FEGIFIGATION6 5, ALL LALLY COLUMNS SHALL BE 4" DIAMETER AND INSTALLED WITH "SPRINGFIELD" CAP PLATES 4, ALL COLUMNS AND/OR BUILT-UP SOLID FRAMING SHALL BE DESIGNED TO AND STANDARD BASE PLATES. CARRY THE LOADS BEING APPLIED TO THEM, THE LOAD PATH SHOULD BE 1, ALL CONCRETE FOR FOUNDATION WALLS AND FOOTINGS SHALL OBTAIN A MINIMUM COMPRESSIVE 6, ALL FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH 2O12 IRC CODE TABLE R602,3(1) CARRIED DOWN THROUGH THE LEVELS BELOW, AND SHOULD TERMINATE AT w STRENGTH OF 3000 P5I AT THE AGE OF 28 DAYS, ALL CONCRETE FOR BASEMENT SLA55 SHALL AND TABLE R602,30 AND AS NOTED. THE FOUNDATION OR OTHER BEARING POINTS DESIGNED TO CARRY THE LOAD, OBTAIN 3000 PSI AT THE AGE OF 26 DAYS, ALL CONCRETE FOR GARAGE SLAB5 SHALL OBTAIN 1, PROVIDE METAL STRAPS ACROSS EDGE OF TOP PLATES IF OVER 50% NOTCHED, 3500 P51 AT THE AGE OF 28 DAYS. ALL FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW GRADE. ALL FOOTINGS TO REST ON UNDISTURBED SOIL OF A MINIMUM OF 3000 PSF BEARING CAPACITY, Q 2, ALL ANCHOR BOLTS TO BE 1/211 X 12 (o 0 O.C., MINIMUM OF TWO BOLTS PER WALL,3. ALL UNSUPPORTED FOUNDATION WALLS $'-D"H OR LESS SHALL HAVE 1 #4 REBAR WITHIN 12" OF DE61GN LOAD 5FEC IFICAT IONS- 4, THE TOP OF WALL AND 1 #4 REBAR NEAR MID-HEIGHT OF THE WALL, ALL FOUNDATION DRAINAGE AND DAMPROOFING SHALL COMPLY WITH SECTIONS R405 AND R40(o OF THE 2012 IRC DESIGN LOADS LIVE LOAD DEAD LOAD FIRST FLOOR 40 PSF 10 PSF ROOF 30 PSF 10 PSF Aw Cs) � t— Vs) O 20 6" CONTINUOUSi— RIDGE VENT (1/ ARCHITECTURAL SHINGLES ARCHITECTURAL SHINGLES 12 x �L 15#FELT PAPER 15#FELT PAPER 12 11 O ICE 4 WATER SHIELD 6 16T 6'OF EAYE CONTINUOUS ICE 4 XATER SHIELD a IST 6' OF EAVE II _ uj 1/2" 5-PLY CDX SHEATHING RIDGE VENT 1/2 5-PLY CDX SHEATHING CON_INJOUa RiDGE VENT ENGINEERED TRUSSES 9 24" O.C. ENGINEERED TRUSSES 9 24" O.C. 6�MP50N -12,54 BUSS TIES 0 24" O.C, SIMPSON 142,5A TRUSS TIES 9 24" CONTINUOUS RIDGE VENT GIRDER TRUSS 12 12 /INYL SIDING O i 1/16" 055 SHEATHING Q 2X6 STUDS g 16 O,C, R-49 FIBERGLASS INSULATION �M� GHT TC - _«• CID � 12 12 — - - — R-21 FIBERGLASS INSULATION 1/2" DRYWALL "' "' " "' MATCH EXISTING 4110J55H - .: VINYL SIDING I/2" DRYWALL R-4S FIBERGLASS INSULATION O 1/16" 055 SHEATHING FAM 1 LY = 2-2X8 HEADER _w 5/8 FIRECODE GYPSUM BOARD _ 5/6"FIR_CGD.DRYWALL 2X6 STUDS a 16 O.C. - _ , R-21 FIBERGLASS INSULATION s FAMILY l/16" OSB SHEATHING 2-2XI2 HEADER a 2X6 STUDS 0 16" O,C, �o I/2" DRYWALL I o� ROOM n = ROOM R-21 FIBERGLASS INSULATION 1/2" DRYWALL 2-CAR GA RAG E � R-30 FIBERGLASS INSULATION R-30 FIBERGLASS INSULATION 3/4" T4G ADVANTECH FLOOR SHEATHING 3/4" T4G ADVANTECH FLOOR SHEATHING 8'W X 1'H OVERHEAD DOOR 2XIO FLOOR JOISTS o 16" O,C, 2X10 FLOOR J015TS 6 16" O,C, — - 4" THIC< ik- MME3500*-c M 1 ..v''PRCS51l- o ���IH S =-_ ON CO", AC i ED GRAVEL _C, r FLOOR 3" - — — -r- - — i- 1/2"DIA,X 12"L GALVANIZED ANCHOR '- 3-2XIO BEAM - - O - - - - - - - - - - - - . _ _ _ _ _ _ _ _ _ BOLTS 6 12"O,C, a - - - - - ____-- C RA W LS PACE 1/2"DIA, X 12"L GALVANIZED ANCHOR °� CRAWLS PACE 2X6 DF SILL PLATE °> ° 8" FOUNDATION WALL BOLTS ,012" O.C. 2X6 PRESSURE TREATED SILL PLATE #4 REBAR (TYP.) O ;° D ' �° •° #�REBAR(TYP.) D �� <•. WITH TAR WATERPROOFING- �.� 2X6 PRESSURE TREATED SILL PLATE ° #4 REBAR (TYP.) " 1/4 SILL GASKET >• 8" FOUNDATION WALL Q O 3" CONCRETE SLAB O 3° CONCRETE SLAB a D'CO20' CONCRE E FOOTING o• . . ._ •° -� <- TED GRAVEL WITH TAR WATERPROOFING ,. ON COMPACTED GRAVEL I/4 SILL GASKET - ,°, ' " BELOW FINISHED GRADE(MIN.) �r <r ON COMPACTED d: C}G i0 OI O C G 4 C1 d > C G — - - — 6 MIL POLY o — - - — 6 MIL POLY VAPOR BARRIER ' VAPOR BARRIER DRAWN FOR: CELYNE KVIETKAUSKAS 4 DAN TURKINGTON BUILPING SECTION 90 BELDON ROAD 1 SCALE: 1/4" = 1'-0" BUILDING SECTION SCALE: 1/4" 1'-O" SOUTH WINDSOR, CT 06014 l ' \ L = BUILDING AREA FIRST FLOOR= 5'O 5Q, FT. NOTE: VERIFY ALL DIMENSIONS, HEEL HEIGHT AND ROOF PITCH OF EXISTING STRUCTURE PRIOR TO START OF CONSTRUCTION. TOTAL: 510 SQ, FT, GARAGE: 461 SQ, FT, n A°rc wf"I" 2/6/18 REVISIONS: SCALE 1/4" = V-O" DRAWING # A-4 v t� J o0 Z J o6 � rn C7 z N oW W CO NOTE: WALL BRACING METHOD USED IS FROM THE PRESCRIPTIVE CODE FOUND IN SECTIONS v `-' ¢ W 2 R602.10 - R602.12.1 . 1 OF THE 2012 INTERNATIONAL RESIDENTIAL CODE AS APPLICABLE. " _J a "0 TYPE OF METHOD USED IS CONTINUOUS SHEATHING WITH STRUCTURAL PANELS (CS-WSP) . o < z QUALIFIED CONTINUOUSLY SHEATHED BRACED WALL PANELS CAN BE INSTALLED VERTICAL OR HORIZONTAL. O a W ALL BRACED WALL PANEL SEAMS SHALL BE BLOCKED AS INDICATED IN WALL BRACING SCHEDULE, _ � m AND NAILED WITH 8d COMMON (2 3/8" x .131 ") NAILS WITH NO MORE THAN 6" SPACING. NOTE: BRACED WALL PANEL LOCATIONS AT O = J FIR5T FLOOR SHALL CONTINUE ALONG cL Q A MAXIMUM OF 12" SPACING IS ALLOWED AT INTERMEDIATE SUPPORTS. J� KNEE WALL$OF FOUNDATION BELOW �! � Q � to m 2SI-4" m z a LSTA18 WALL TO FLOOR o — - — ' — - — - — - - = BRACED WALL LINE HOLD DOWN STRAP 3'-2'I 41-011 14'-211 41.011 I HOLDLSTA WALL TO FLOOR HOLD DOWN STRAP z_ I J BWL A J = QUALIFIED CONTINUOUSLY SHEATHED WALL BRACING - �,�- - _ — — BWL A W iN x x 1 I lV CV O 1 2X6 BLOCKING z ( - - O r- 514EATHING JOINT o b a I 8d COMMON NAILS WITH 6° SPACING 6 SEAM5 = I - t— _ 50LID BLOCKING BETWEEN T RU55E5 51MPSON H2,5A TRU55 T E5 £ 2� .C, lr Q..! /"-/�MM/1AI AI All C. ATT A^ICM T^ II AT= IIIITII 0.4 /-^MM/1AI i - X 12"5PACING- e INTERMEDIATE SUPPORTS NAILS Q b" O.C. ALONG(LENGTH OF IVIV 0 =n BRACED WALL PANELS MN, OVERLN- " BRACED WALL PANEL BRACED WALL PANEL CONNECTION V WITH FLOOR OVERLAP TO PERPENDICULAR TRUSSES 3WLBB - Y — BWL B SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" _ II I II 1 n O 4-0 13-1 4-0 I CONTINUOUSLY SHEATHED 1 WALL BRACING GARAGE > I SIDE OF WALL O O 22'-0 <r --( Ck 1 � 1 1O'-3V2" EXTENT OF HEADER ;O-3%I' EXTENT OF HEADER I —� Ca FASTEN SHEATHING TO HEADER AND r —t- - STUDS WITH 8d COMMON (.131 dia.) It �•; =: OR GALVANIZED BOX NAILS At 3"O.C. I " M " p :;::;+a 2-2xl2 DF HEADER a II 2-2x12 Dr-HEADER SIMPSON LSTA_26 STRAPS, SIMPSON LSTA36 STRAPS, INSTALL STRAPS ACROSS INSTALL STRAP ACROSS - _____ ______ ____ _ _ _ r- HEADER,AND ALONG HEADER,AND ALONG PANEL SPLICE TO BE WITHIN i I �' JACK STUD ^ SIDE JACK STUD @ SIDE MIDDLE 24"OF WALL HEIGHT SIMPSON STHD14 HOLD-DOWNS ,-�'� OPPOSITE SHEATHIN - C:"OSITE SHEATHING EMBEDDED IN FOUNDATION O © ' PER MANUFACTURER'S INSTRUCTIONS SIMPSON STHD14 HOLD-DOWNS ' �— (2) 1 2'X12"ANCHOR BOLTS EMBEDDED IN FOUNDATION I - PERMITTED AT THIS LOCATION PER MANUFACTURER'S INSTRUCTIONS I - I I I I I I I I (1) 5/8"X 12"ANCHOR BOLT ' -. II I II I 11 I II 1-8 8-4 1-10 WITH 2 1/2"x3/16"PLATE WASHER -4 I BETWEEN THESE HOLD-DOWNS BWL C + �l (7"MIN. EMBEDMENT) ' BWL C PORTAL FRAME V��iTH - - - - - - - - - — � - - - - - - - - - — - CID O d _ S 1 9 18-6 HOLD-DOWN DETAIL - t� 2SI-4" I O O— ml ml FNE TKAUSKAS Wall Bracing Schedule ON FIRST FLOOR B RA CED WALL PLAN OAD Braced Braced Method Minimum Length Adjustment Factors Adjusted Bracing 800# Hold Blocking R, CT 06014 Wall Wall Line Required. Minimum Length Down Needed SCALE: 1/4" = 1'-0" Line Spacing Table Exposure R `;e Height Wall Height Number of BWL's Length Provided Y/N Y/N R602.10.1 .2'1) BUILDING AREA A 18'-6" CS-WSP 3.78 LF (B) 1 I'10--11") 1 .05 (7'-6") .88 (3) 1 .30 4.55' 8'-0" N Y FIRST FLOOR: 510 SQ, FT, TOTAL: 510 SQ, FT, B 21'-6" CS-WSP 4.33 LF ;B) 1 (10'-1 1"j 1 .05 (7'-6") .88 (3) 1 .30 5.18' 8'-0" N Y G GARAGE: 461 SQ, FT, LJ C 21'-6" PFH 5.310 LF 'B) 1 (10'-11") 1 .05 (8'-7") .93 (3) 1 .30 6.75' 8'-0" Y (1) Y cn D 25 4' CS-WSP 5.07 LF '3) 1 (10-11") 1 .05 (8'-7") .93 (2) 1 .00 4.97' 12'-0" Y (1) Y DATE �S�Ik1•13r#�yMil'F�?'�► E 25'-4" CS-WSP 5.07 LF ;B J 1 (10'-11") 1 .05 (8'-7") .93 (2) 1 .00 4.97' 12'-0" N Y 2/6/18 _ REYI51ONS: will .x ti y1 :rM SCALE DRAWING # B-1 iy RECEIVED APR 2 4 2018 South Windsor -Building Department TO is P>EW WL 1DMMt'QF Soo �"'I� WAS PA own Oft wo"dmsnts,stag"! so- "a low Otaaa}nd 1 aarss to o4s+D4r tpi�t rM iota tlldtrldd kd O'ata Saws and-a4* lMaMQ M qis tlu11A{nd pspsrttMMt �. •�� C1� OMB` L x)lYtord. 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