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205 MASKEL RD
RECEIVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT MAn 2 2008 ***** BUILDING PERMIT***** SOUTH 6711�DSOR PM'NING DEPT. ADDRESS .LOT/UNIT#_Reviewed b,� by (Engineering) CONTACT/DEV Date Reviewed Denied PH# Reviewed by, II (Planning) Date Submitted U' Date Rehewed led In acoordance with the Zoning and/or Subdivision Regulations,prior to the building of any stnuture on a b a T Plot Plan shall be submitted for approval. The minimum requirements shall indude: t+ opograPhic Approved Denied N/A 1. Name,address&phone rxxnber of / owner/appricant / 2. Name,address&ptpne nturter of plan r/ Prepares 3. Zoning Infornnation—i.e.zone,open space, floodway,street address 4. Plot Plan at 1'=40'scale •� a. subdivislon refe rence,abutting properties,etc. —y b. Easements of record ,�— C. Lot descn�bearings,bulding fines, distanoes,area,etc. d. ConWUM eking&proposed,I Or 2fL Interval where appropriate e. Building location with dirnwsiorr,Bevatons 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,eledr1q, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&We signature consistent with the Board of Registration requirements.(P.E.&LS.) S. Sedimentation and erosion control 6. Spedal Planning&Zoning,Inland/Wetiands Considerations(Plans on file w/Town Cleric) COMMENTS: S/er0neering/molloy/buildng compliance dneddist � SITE COMPLIANCE CHECKLIST RECEIVED <0' TOWN OF SOUTH WINDSOR,CONNECTICUT AUG 2 8 2008 ***** FOR C OF O***** SOi1TH WWOSOR PUNNNG DEPT. ADDRESS LI_SLOT/UNIT# Reviewed by L- (Engineering) CONTACT/DEV ►n VA'' 1 17 (�i Date Reviewed 7 08 Approved/Denied PH# Reviewed by—I/ (Planning) Date Submitted g a e° C Date Reviewed ro /denied Date Reviewed pr ved/ nied (Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters, required parking 4. Utility location; �— a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water f e. eftr(,,4 S 5. Sewer connection charge paid 1� 6. Appropriate certification 7. Bonding B. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space r COMMENTS: .l Gu F) ',A Y L)rr K 14 2.5 s/engineering/molloy/site compliance cheddist DLi-ARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR � � BUILDING DEPARTMENT APPRO E 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# '_ s"-o8Olal P7; Date Building Insp or Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant Street l.ot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT /S�!?f �� Ile&_ Pe�!« u'— / >�� APPLICANT ADDRESS 7D /l/� /�->� xe/d2- APPLICANT PHONE# � 2,` O Z—p S OWN SF OWNER ee r t yt OWNER ADDRESSg 4& © 7 b OWNER PHONE yly C ESTIMATED COST$ . 45 IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 1��5 O�� TYPE `OAF JOB: �5�3 OR C 'VNew Installation _Alteration/Addition/Repair C� Revise 4/01!/2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: *HEATING a-RESIDENTIAL &-A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC E a-WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE O OF INSIDE 7. OF DIFFERENCE 7 5- OF TOTAL HEAT LOSS(BTUH)IjlgVF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) M 'j?-U i e GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) 7 Zi J CS� TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION :O INSIDEO OUTSIDE CAPACITY 2.GAS—INPUT /02D LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING r DESIGN TEMP.OUTSIDE—�OF INSIDE 7,9 OF DIFFERENCE Z 5--F TOTAL HEAT GAIN(BTUH)YD ea (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING E UIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE t COOLING CAPACITY(BTUH) !v l 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. 5 // S� c 7- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �'. DATE _ Z ' Lot #1 Maskell Rd. HVAC Load Calculations for Mannarino Builders 400 Chapel Rd So. Windsor liadftm alm RHVACRzsioatmAL HVAC o s Prepared By: Steve Smith Advanced Heating&AC Inc Saturday, May 31,2008 �II .1 Rhvec-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Advanced Htg&A/C Lot#1 Maskell Rd. South Windsor CT 06074 Page 39 System 9 Room Load Summary_ Htg Run Run Clg Clg Clg Zone Cig Room rea Sens Nom Duct Duct Sens Lat Nom Adj Adj S No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CF -Zone 1--- 1 Family 504 14,506 189 2-7 457 5,371 987 244 1.05 257 244 2 Kitchen 234 2,765 36 1-4 370 709 130 32 1.00 32 32 3 Dining 180 5,150 67 1-5 526 1,578 304 72 1.00 72 72 4 Living 180 5,150 67 1-5 526 1,578 304 72 1.25 90 72 5 Foyer 189 4,288 56 1-4 554 1,063 358 48 1.25 60 48 6 Study 132 5,006 65 1-5 527 1,579 304 72 1.25 90 72 7 Lav 64 435 6 1-4 48 93 0 4 1.00 4 4 8 Laundry 96 2,778 36 1-4 353 677 217 31 1.00 31 31 Zone 1 subtotal 1,579 40,078 521 12,648 2,604 575 636 575 --Zone 2--- 9 Upper Family 324 3,476 45 1-5 559 1,675 0 76 1.00 76 76 10 Bed 4 224 4,711 61 1-5 620 1,859 304 85 1.00 85 85 11 Main Bath 153 1,870 24 1-4 434 833 76 38 1.00 38 38 12 Bed 3 188 5,391 70 1-6 482 2,079 304 95 1.00 95 95 _ 13 Bed 2 180 5,326 69 1-6 474 2,045 304 93 1.25 116 93 Zone 2 subtotal 1,069 20,774 270 8,491 988 386 409 386 -Zone 3--- 14 Master Suite 750 20,403 265 3-6 577 7,468 824 340 1.16 394 340 15 Walk In Closet 88 3,687 48 1-5 466 1,396 152 63 1.25 79 63 Zone 3 subtotal 838 24,090 313 8,864 976 403 473 403 System 1 total 3,486 84,942 1,104 30,003 4,568 1,365 1,518 1,365 System 1 Main Trunk Size: 16x17 in. Velocity: 772 ft./min Loss per 100 ft.: 0.064 in.wg g Sensible/Latent Sensible Latent Tons Split Btuh Btuh Bt Net Required: 2.88 87%/ 13% 30,003 4,568 34,571 Recommended: 3.33 75%/25% 30,003 10,001 40,004 Heating System Coolina System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh M �l DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT Wom APPROn-Inspecto 1540 SULLIVAN AVENUE Bldg.Permit# � 644-2511 ext. 230 Date B Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT �1`�7 � �T��G - 7/V C APPLICANT ADDRESS „T APPLICANT PHONE# 4—yy— 3 C 2 6' 044 N St OWNER "'Z7.0f E�—r s OWNER ADDRESS ��d C,yi9OF`� i?� eVi 7- F 3 � �1'ov /.✓ �� 7 Ov�'a� y OWNER PHONE 9— 70 SS C ESTIMATED COST$ �rxdC) r� * IS THIS A CONTRACT COST? _Yes ✓No L� �G FEE ENCLOSED$9D. f��s O�� TYPE OF JOB: OR.C " New Installation l�, _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 4l -/RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY �'/.�(i«��9�SLY /mod•-� ❑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 o200 SIZE OF MAIN CONDUCTORS NUMBER OF METERS�_ NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES_�5 NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS_/ SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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. /D -3 7/J Z T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT T�p�►�� DATE SITE COMPLIANCE CHECK RECEIVED L� TOWN OF SOUTH WINDSOR,CON E CUT AUG 2 8 2008 ***** FOR C OF O*** SOUTH MMSOR P[MRNG DEPI; ADDRESS 1.n LOT/UNIT# Reviewed by ---3 (Engineering) CONTACT/DEV Waylil6vc 10 Date Reviewed cc prov nied PH# Reviewed by (Planning) Date Submitt Date Reviewed ro nied Date Reviewed ppr ved/ nied(Health) Z-a As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan (� 3. Site work; i.e.trees,shrubs, dumpsters,required parking 4. Utility location; �- a. sanitary sewer/septic systems ✓ b. foundation drain C. electrical&telephone d. water e. offer GAS 5. Sewer connection charge paid t/ 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: t FD 2.5 O s/engineering/molloy/site compliance checklist Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 205 Maskel Road Date: 3- 2,5--jae HVAC # Sprinkler# 800121 FINAL APPROVALS --- _ -_-- --_ _ ------ , Estimated Cost $ Building COMPLETE RED BOXED AREAS ! Permit Fee $ Engineering TYPE OR PRINT ONLY Occupancy Fee Affidavit -- - - ! Eng. Insp. Fee $ A r. for Co. � � SIGN ON REVERSE SIDE 4 -- - - - - - -—� Total Fee $ "Z TO THE BUILDING DE ARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant k " CXrn►Aa411n-. 'r3�;1�t�,s g T,\c, _ Location of Work 20 S- L-0r0 i W►✓ ,-W-LL - Lot No.�_ Applicant's Address 4-go C 1j4isz �i�.r1 Uhyf- 3-� Tel. 8 F-%- 744 s' Town C c, l ,:i'yuK.tir- Zip e) &67¢ Lic.# /y-Z Owner w,-�? /%s A-Qo-� Architect Owner's Address Architect's Address o- r30x' y'y SC�'Fflorr=, C(• 6e2 G ¢ Zip Zip=-- Sq. Ft. New Area: 1 st FI. / cL 2nd FI. /7ot 3rd FI. Total New Area 3 3 ct, - Purpose of this permit 2-.- i>fi;!�il City Water ell❑ Septic System❑ Sewer Ins: HO SP Cert. Are O`� Basement I&P Garage Approved by Date Use Grour� '`" onstruction Type J1� Revised 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 h this building and its yise a wed. I— jr 5 Signed Ile L eLi I hereby apply for a Certificate of Occacy for the work described in jhi s application for the permit. vJ N airy (�. 21— Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 01/05/2009 11.49 (TOWN OF ` aliceakehoe SOUTH WI INSPECTION ENTP ND OR Location 205 205 MASKEL Rpm ------------------------ Type _ MASKEL ROAD - ______ IPG 205 MASKEL ROAD 1 FOOTING - __ Dept Scheduled Piinsr 205 MASKEL ROAD 1 FOOTING Performed By Result 205 MASKEL ROAD FOUNDATION 1440 --------- 0-------- F--- 205 MASKEL ROAD 1 FOUNDATION 1440 LAN PASS 205 MASKEL ROAD FRAMING 1440 04/11/2008 04/11/2008 ROSE PENDING ------------ 205 MASKEL ROAD FRAMING (ROUGH) 1440 1440 06/13/2008 06/13/2008 ROSE PASS ------_- 205 MASKEL ROAD (ROUGH) 06/16/2008 06/16/2008 ROSE FAIL 205 MASKEL Rpm 1 INSULATION 1440 205 MASKEL ROAD FIREPLACE / CHIMNEY 1440 1440 06/20/2008 05/20/2008 ROSE PASS 205 MASKEL ROAD 1 FINAL 2008 ROSE PASS 205 MASKEL ROAD FINAL /20/2008 DOUG PASS ELECTRIC SERVICE 1440 08/27/2008 OS 27 205 MASKEL ROAD ELECTRIC UNDERGROUND 1440 09/02�2008 ROSE ROSE PASSING 205 MASKEL ROAD ELECTRIC ROUGH 1440 06/13/2008 06/13/2008 205 MASKEL ROAD HVAC ROUGH 1440 06/13/2008 p6/13/2ppg ROSE ASS 205 MASKEL ROAD PLUMBING 1440 06/16/20o8 06 OSE PASS 205 MASKEL ROAD PLUMBING UNDERGROUND 1440 /16/2008 ROSE PASS 205 MASKEL ROAD PLUMBING ROUGH 1440 1440 06/05/2008 06%OS%2008 ROOSE SE PASS PLUMBING GAS TEST 09/02 2008 CO PLANNING INSPECTION 1440 07/16/2008 06116%20p8 ROSE PASS N 1430 07/08/2008 07/08/2008 FLAN PASS ** END OF 09/p2/2008 FOLG APPROVED WITH BOND REPORT - Generated by Kehoe, Alice ** M Dy V Permit# D ,)UN 17 2008 Permit Date South Windsor BUILDING DEPARTMENT REScheck Software Version 3.7.3 Compliance Certificate Project Title: Mohammad Siddza & Mistah Marza Report Date: 03/25/08 /I Data filename: E:\7862\7862.rck aisadd 6- Energy Code- 2003 IECC /�� Location: South Windham,Connecticut goo Construction Type: Single Family Glazing Area Percentage: 10% Heating Degree Days: 6633 Construction Site: Owner/Agent: Designer/Contractor: Lot Maskell Rad Mannarino Builders Inc. South Windsor,CT ,-Compliance:Pass s Maximum UA:51Your • •.• Assembly • - • Ceiling 1:Flat Ceiling or Scissor Truss: 1963 30.0 0.0 69 Wall 1:Wood Frame, 16"o.c.: 162 38.0 0.0 7 Wall 2:Wood Frame, 16"o.c.: 3647 19.0 0.0 194 Window 1:Metal Frame:Double Pane with Low-E: 319 0.360 115 Door 1:Solid: 38 0.090 3 Door 2:Glass: 53 0.370 20 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space: 464 30.0 0.0 15 Compliance Statement:The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Mohammad Slddza&Mk teh Marza Page 1 of 1 ' 4 BASEMENT BEAM M IL by Weyerhaeuser 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam V& [ U TJ-Beam®6.30 Serial Number: D User.2 3/25/2008 10:13:58 AM THIS PRODUCT MEETS OR EXCEEDS THE SE E Paget er,gir,evers«�:s.3o.1a CONTROLS FOR THE APPLICATION AND LOA L TE%7 2008 South Windsor BUILDING DEPARTMENT d t 3'2' 4 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:6 4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftfrotal 1 Steel column 3.50" 1.50" 1668/561/0/2229 L5 None 2 Steel column 3.50" 1.50" 1668/561/0/2229 L5 None -See iLevelO Specifier's/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2172 -1862 6318 Passed(29%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6969 6969 11775 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.344 0.428 Passed(U447) MID Span 1 under Floor loading Total Load Defl(in) 0.460 0.642 Passed(U335) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevelO Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevelO Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. BASEMENT BEAM p E VU U by Weyerhaeuser 3 PCs of 1 3/4" x 9 1/2" 1.9E Mi rollam D TJ-Bean-06.30 Serial Number. C ® L JUN 17 2008 User.2 =5/200810:13:19AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESI Page, Engine Version:6.3o.,a windsor CONTROLS FOR THE APPLICATION AND LOADS Ij§T�DEPARTMENT F_ a 11`8" ` Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:12'2" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.50" 2839/932/0/3771 L5 None 2 Steel column 3.50" 1.50" 2839/932/0/3771 L5 None -See iLevel®Specifier's/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3663 -3071 9476 Passed(32%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10379 10379 17662 Passed(59%) MID Span 1 under Floor loading Live Load Defl(in) 0.272 0.378 Passed(U499) MID Span 1 under Floor loading Total Load Defl(in) 0,362 0.567 Passed(U376) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LI-Q360JI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allpwablp�j(r�pV�jq p Methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. IL-Note:See !� p+�lfl�f �4jj��f Gujop for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. GARAGE BEAM R ((� 3 PCs of 1 3/4" x 18" 1.9E Microllam® LVL lei D TJ-Beart.06.30 Serial Number. Page i Engine n in Version: .1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN JUN 17 200E Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED South Windsor BUILDING DEPARTMENT d 2.4" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:11'6 Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UplifUTotal 1 Steel column 3.50" 1.77" 5137/1832/0/6969 L5 None 2 Steel column 3.50" 1.77" 5137/1832/0/6969 L5 None -See iLevel®Specifier's/Builder's Guide for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 6865 -5851 17955 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 37758 37758 58130 Passed(65%) MID Span 1 under Floor loading Live Load Defl(in) 0.536 0.733 Passed(L/493) MID Span 1 under Floor loading Total Load Defl(in) 0.727 1.100 Passed(L/363) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LI-11360,TI-11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by level& iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the level®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevelO, Federal Way, WA. Microllam® is a registered trademark of iLevel®. ■ EMI GARAGE BEAM by Weyerhaeuser 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam 6.30 Serial Number. Uw..2 =5r2=10:20:18 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:8.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Ell F F___ I Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:19 Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.50" 2000/646/0/2646 L5 None 2 Steel column 3.50" 1.50" 2000/646/0/2646 L5 None -See iLevel®Specifier's/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2558 -2073 6318 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6181 6181 11775 Passed(52%) MID Span 1 under Floor loading Live Load Defl(in) 0.182 0.322 Passed(U636) MID Span 1 under Floor loading Total Load Defl(in) 0.241 0.483 Passed(U481) MID Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1Or o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveIV. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelO technical representative for product availability. -THIS ANALYSIS FOR iLeveIG PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specters/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. • BASEMENT BEAM by Weyerhaeuser 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beartn(&6.30 Serial Number: oUser..2 =41200810:37:43AM 1 Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN r CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ El 0 a 11`8- - Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:8'3" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 1.50" 1925/631/0/2556 L5 None 2 Steel column 3.50" 1.50" 1925/631/012556 L5 None -See iLevel®Specifier's/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2483 -2081 6318 Passed(33%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 7035 7035 11775 Passed(60%) MID Span 1 under Floor loading ,jakIve Load Defl(in) 0.277 0.378 Passed(U491) MID Span 1 under Floor loading otal Load Defl(in) 0.368 0.567 Passed(U370) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LI-11360JI-1/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel8 product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7826 Robert Young Young Designs P.O.Box 294 • Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ®2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. i t BASEMENT BEAM by Weyerhaeuser 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam 6.30 Serial Number: user.2 3n4n00810:34:27AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Oat Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED I I, Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9'11" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 1.50" 2678/896/0/3574 L4 None 2 Steel column 3.50" 1.50" 2678/896/0/3574 L5 None -See iLevelO Specifier's/Builders Guide for detail(s):L4,L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3485 -3000 9476 Passed(32%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 11473 11473 17662 Passed(65%) MID Span 1 under Floor loading ANkive Load Dell(in) 0.397 0.439 Passed U398 MID Span 1 under Floor loading lWotal Load Defl(in) 0.530 0.658 Passed(U298) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U360,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLeveIG. iLevelO warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all Products arp readily ayailable. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYS I$FRR i�evelO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowaple Rg �� aw►pr,m�fh dP�pAy��f dNfieq for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See P-ypp Porlot ulioet's QM �p�multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7826 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevele, Federal Way, WA. Microllam® is a registered trademark of iLevelO. f BASEMENT BEAM by Weyerhaeuser 3 PCs of 1 3/4" x 91/2" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number. User.2 3425=810:23:26AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.74 CONTROLS FOR THE APPLICATION AND LOADS LISTED a a b 13' ` Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:9' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Steel column 3.50" 1.50" 23401792/0/3132 L5 None 2 Steel column 3.50" 1.50" 2340/792/0/3132 L5 None -See iLevel®Specifiers/Builders Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3051 -2610 9476 Passed(28%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 9662 9662 17662 Passed(55%) MID Span 1 under Floor loading Live Load Defl(in) 0.310 0.422 Passed(U490) MID Span 1 under Floor loading Total Load Defl(in) 0.415 0.633 Passed(U366) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevele Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ® 2007 by iLevel®, Federal Way, WA. Hicrollam'D is a registered trademark of iLevel®. i i ■ a I FAMILY ROOM BEAM by Weyerhaeuser TJ-Beam®6.30SerialNurnW. 3 PCs of 1 3/4" x 14" 1.9E Microllam® LVL User.2 3/251200810:29:28 AM Pagel Engine Version:6.30.14 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED l 0 e 1s 2" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 1' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 910.0 227.0 0 To 15'2" Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Steel column 3.50" 2.31" 7128/1966/0/9095 L5 None 2 Steel column 3.50" 2.31" 7128/1966/0/9095 L5 None -See iLevel®Specifier's/Builder's Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 8895 -7346 13965 Passed(53%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 32985 32985 36387 Passed(91%) MID Span 1 under Floor loading Live Load Defl(in) 0.492 0.494 Passed(L/362) MID Span 1 under Floor loading Total Load Defl(in) 0.627 0.742 Passed(L1284) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by iLevelO. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevele Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLeveM PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifiers/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: PLAN#7862 Robert Young Young Designs P.O.Box 294 Scotland,CT 06264 Phone 860-423-8289 yngdsns@aol.com Copyright ®2007 by iLevelg, Federal Way, WA. Microllam® is a registered trademark of SLevel®. 14 7 Z00� D Soup DEPARTMENT SU1L0tNG Revised DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: ��a BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspecto Application must be printed or typed FEE SCHEDULE Location of Job: F � r� < \$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# 2 U O W N St OWNER (�t�\c, dN;ram .Kv—L OWNER ADDRESS U) OWNER PHONE C ESTIMATED COST$ xIS THIS A CONTRACT COST? v-I'es _No o er, �� FEE ENCLOSED$ 1 v `' J TYPE OF JOB: �SOR•CO� ✓w Installation Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YES jifNO RESIDENTIAL / 1 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS 0 MIXED USE (Other please specify) 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 1 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 OYES ❑NO SIZE OF WINDOW 2- IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER R SEPTIC TANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER WATER HEATER: TYPE C�(, �, MANUFACTURER S . DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IrM-- COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 2� 3Sc1� E—V CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE NO TES - 1. AREA OF LOT 1 = 29,664 SQ.FT. = 0.681 ACRES. 2. ZONE OF SUBJECT PARCEL IS A-20". MINIMUM YARD REQUIREMENTS. FRONT = 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS ENTITLED - KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD ROPO 40 FT REWSON DANTES TO 5-8 07 SHEET ALFORD ASSOCIATES, INC.DECIWLBENGINEERS ER 6 WINDSOR SCALE. 1 /N All P00 CONNECTICUT" 5 0 4. APPLICANT MAP PREPARED BY' MANNAN BUILDERS, INC. RD EXIST. IRON PIN 00 cloCRAPE ROAD,AS�7E 3-F P.O.OBOX 484CLL ROAD C SOUTH W/NDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095 5� Q�0 303.20 302.9 TEL. # (860) 289-7055 TEL. # (860) 688-7288 0 PORE PO�� F 302.9 5. ELEVA77ONS ARE BASED ON NGVD29. v �2k O< =+ A-t 6. NO ZONING VlOLA710NS WITH RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN. 302.9 z + 3060 Z EXIS77NG HOUSE - �P PO s r0N GARAGE FLOOR ELEVA77ON = 311.17 305.2 303.0 + FINISHED FLOOR ELEVATION = 314.42 BASEMENT FLOOR ELEVA77ON = 304.52 O� 03.4 YARD DRAIN #8 301.2 �G' y (• (PRIVATE) 8. LEGEND - YARD DRAIN #9 301.7 O R' TF= 304.33 (PRIVATE) 302.4 k FL, 12 IN= 297.03 ��310__-�'� EXIS77NG CONTOUR 302.0 TF=302.23 FL, 15" OUT= 297.03 FL, 15" IN & OUT= 296.73 O 305.6 x 310.0 EXIS77NG SPOT GRADE FD FL= 297.5f 302.E o n 306 HYDRANT 301.9 ss .8 WV WATER GATE cn 300.0 2 10�$ GV 4.4' 7< o� SE GAS GA7E O o 16.4' 0 50� a �pv Z 301.2 6 DECK N 309.3 LIGHT POLE 0 17 4 1.8'x5.9' CHIMNEY Iy WATER SERVICE m 37.5' N 308.9 __- 303.3 GM EXIS77NG HOUSE - N 10' WIDE C.L.d: P. CO. EASEMENT, FD F0077NG DRAIN LINE o (8-13-08) - - v 10' WIDE YANI•.EE GAS SERVICES CO. EASEMENT \S,\\AG 299.0 ( FD FL= 303 3E 311 20 N 6`70 SANITARY SEWER LATERAL � & STREET TREE EASEMENT S E�0v5� SAN. FL= 3023t ._ 309:91 - N 314.2 G GAS SERVICE \-1 0 EM m tD TELEPHONE, ELEC7RlC AND CABLE 1V SERVICES N 310.1 zo.z' ^ BIT. WAY T,E,TV 76 g' t 11.6' DRIVEWAY - iTt + 3086 6.2' � z3.t' 310.19 R=275.00' GMo GAS METER 301.+ 302.6 40' _ L=75.90' 300.2' I 31°' o a D=15 4848� EM o ELECTRIC METER 301.8 �1.7 311.0 0- m �p0 300.9 302.7 + 303.9 N I 3' 1'lIDE r j^ GV BIT. CONC. ' + + p / 3,o a, BRICK cs / GAS METER DRIVE\'lAY/ 304.4 I STOOP .d. WALK "D /' \7" CB #11 WATER r 7FR YARD DRAIN - 3p3.2 G� I W/OVERHANG - TF=316.01 WV r 300.5 3VL.3 TF=302.29 u + 3034.8 _�T - _ Q FL, IN&OUT=296.19 '�� T 302.5 102.27' I _ -- _ TRANS /^ Op Cl S 27'0028" W + ;3g0 SpN•t�N g3 7Ll_cPHONE TOWER ,.� 301.6 �- 305.9 3 315• 59 TRANS TRANSFORMER 300' 302.20_____--W -- ---------- 309.44 O 310.50 MH 6 CB #4g2 , f--- 305.28 ROAD 307.71 ,) MASKEL GB 9 SF;3,1 ry ❑ CABLE TV Box g5 CB # NtN 5 \TF=310.4 299 AN MH#2 -�TF=301.2 \S PR SE Ro TF=301_27 m TELEPHONE BOX MP .� NA R=325.00' L=18.50' D=0375'42" SANITARY SEWER LATERAL FL= 297.7E SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 81'- 670 0 5.7Z f (2.OZ MIN/MUM) 51 THIS SURREY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-36'0b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE RECEIVED STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY OCI 0 u LUU'j CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. SOUTH WINLj.,.,, ENGINEERING DAP i GRAPHIC SCALE ?1- A�jj1°°01+"eee TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 fio Oo�OF CORN eee�. e000 OFN��j''. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ',00°�Q'C�o�...... . A L F�0, Qo'•�Q'`", M' A ®�'= Ti �F�' • �• : = oog��° - MANNARINO BUILDERS INC. `' p• L.S. NO. 9344 ( IN FEET ) :� A�� p • IMPROVEMENT LOCATION SURVEY No. 9344 : No. 934 CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 9-3Q-08 ADD177ONAL AS-BUILT INFORMATION =.�po�.</CENSE°•' �e<'ooa �'•.���q-���ENSE°•y e000000, Ep WINDSOR CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE KILKENNY HEIGHTSSHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-19-08 ADDED AS-BUILT HOUSE U77LI77ES AND GRADES ��j° ' � r WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 1 - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 205 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = DATE: MARCH 20, 2008 D:M07072PP-1 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE NO TES - 1. AREA OF LOT 1 = 29,664 SQ.FT. = 0.681 ACRES. 2. ZONE OF SUBJECT PARCEL /S A-20". MINIMUM YARD REQUIREMENTS. FRONT = 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD opSOUTH WINDSOR, CONNCC77CUT SHEET 3 AND SHEET 4 DATE: DECEMBER 20, 2006 SCALE. 1 IN.= 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, G� PQO�R CONNEC77CUT" 4. APPLICANT: MAP PREPARED BY.- \FAQ�55 0 MANNARINO BUILDERS, C C/oROBERT MANNARINO 200 0 PIGEON HILL ROADRD ASSOCIATES, C EXIST. IRON PIN 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 PO SOUTH W7NDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095 �S F�0 303.20 � TEL. # (860) 289-7055 TEL. # (860) 688-7288 302.9 5. ELEVA77ONS ARE BASED ON NGVD29. 302.9 + A 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF EX/S77NG FOUNDATION, AS SHOWN. 302.9 z 306.0 7. EXISTING HOUSE - �P PQ s 61 ppf �99 305.2 GARAGE FLOOR ELEVA777 N ON= 311.17 FINISHED FLOOR+ BASEMENT FLOOR ELEVA77ON =314.42 0302.8304.52 YARD DRAIN #8 8. LEGEND - �� (PRIVATE)'� 301.7 TF= 304.33 _�310 EXISTING CONTOUR YARD DRAIN #9 302.4 FL, 12" IN= 297,03 (PRIVATE) 302.0 FL, 15" OUT= 297.03 FL,15".23 x 310.0 EXIS77NG SPOT GRADE FL, 15" IN & OUT= 296.73 F 302.0 \ 305.6 FD FL= 25t < �A O y� ss 306.3 HYDRANT 0 'spy� 303.4 WV + o \ MM WA TER GATE a I� 300.0 �Z �!�0 p N' GV Z 10�a 4.4' "o E GAS GATE 1' S DECK o 50 + r' NG �0G LIGHT POLE 301.2 0 17 4 1.8'x5.9' CHIMNEY 3 E�s�` WATER SERVICE 37.5' N 308.9 1 W 11 o F0077NG DRAIN LINE 301.2 Ry GM EXISTING HOUSE 10 WIDE C.L.& P. CO. EASEMENT, Fl} N0 a (8-13-08) 10' WIDE YANKEE GAS SERVICES CO. EASEMENT 6"W SANITARY SEWER LATERAL 151\0 +Z / FD FL= 303.3E 311.20 N & STREET 7f,EE EASEMENT S E�OGSE v SAN. FL= 302.3E _ 309.91 a: 314.2 G GAS SERVICE +9 6 1 EM 20.2' BIT. CWVAY �, T,E,7V TELEPHONE, ELECTRIC AND CABLE 7V SERVICES 0 76 3 310. i� 11.6 DRIVEWAY \ o� L 1�a.z' ^ 23.1' 310.19 m R=275.00' GM 0 GAS METER 31 co \ L=75.90' I EMO ELECTRIC METER 300.18 f 301.5 O I 311.0 0^ r"{O D=15 48'48 j BIT. CONC. R=325.00' STOOP 3' 10DE r%5 n GV DRIVEWAY (n W/OVERHANG BRICK �j GAS METER g a o / 300.54 L=18.50 d WALK M CB #11 WV \ D=0375'42 304.8 G _ - 1 - _ - TF=316.01 ,r? `-R 102.27' /- S 27'00'28" W + 305.9 W. ____ 300.5 ---------- 309.44 310.50 MN 6 9 302 20-------W- - _ 312• / cB #492 , t--- 305.28 ROAD 307.71 SPN• _300. , MASKEL g.95 CB #5 CB #9 YN / 2g AN MH#2 �TF=301.2 TF=310.4 RY $EAR TF-301.21 V UD SANITARY SEWER LATERAL n FL= 297.9E SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 81'- 670 9 5.4%f (2.09•MINIMUM) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECT7CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE a �,i��°°°O° ®Lp ' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 o 4o eo eeee�OF„�NN ''•o® a®eA. e O�. NN �ss� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ,.•g.�� p� MANNARINO BUILDERS, INC. 's `a, `b. =� �;; � .. . �� L.S. NO. 9344 IN FEET ) *?� w-, ?�� �* IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE :" No. 9344 e No. 9344 �: CIVIL ENGINEERS '•.Apo-:</CENSE�•' 6��� °••.o<':�/CENSE,�.• 0 KILKENNY HEIGHTS Imm VYINDSOFi,00NNECTICIlT APPROXIMATE AND ALL UTILITIES MAY NOT BE • F e•� SS/ONAL EOee` �i 0 SURN o$SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-19-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES „r,►4 °„���' WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE D L LOT 1 - - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE :>IGNATURE AND EMBOSSED SEA 205 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: MARCH 20, 2008 D:M07072PP-1 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE RECEIVED HUU 2 b 2000 SOUTH WINDSOR ENGINEERING DEPT. ff NO TES - 1. AREA OF LOT 1 = 29,664 SQ.FT. = a681 ACRES 2. ZONE OF SUBJECT PARCEL /S A-20'. MIN/MUM YARD REQUIREMENTS.• FRONT = 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED - 1 w 1 Kll KFNNY urmu S .SIIRnIV1.4Ir7N P/AN PRFPAPPY) Ft7R AlAAWARIA0 RIIII nFRS W C. 390 ARRF RnAn OPQ SOUTH W/NDSOR, CONNEC71CUT SHEET 3 AND SHEET 4 DATE. DECEMBER 20, 2006 SCALE.- 1 IN.= 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W INDSOR, �G h P0-R CONNECTICUT" 4. APPLICANT MAP PREPARED BY.55• ° MANNARINO BUILDERS, INC. ALFORD ASSOC/AYES, INC. \F R� % ROBERT MANNARINO 200 PIGEON HILL ROAD EXIST. IRON PIN 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 �y �( �c SOUTH W/NDSOR, CONNEC77CUT 06074 WNDSOR, CONNEC77CUT 06095 �� TEL. # (860) 289-7055 TEL. # (860) 688-7288 o� yao i A 5. ELEVATIONS ARE BASED ON NGVD29. 0 v=-+ 6. NO ZONING VIOLATIONS WI774 RESPECT TO LOCATION OF HOUSE, IF ERECTED AS SHOWN. y z Z CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING U77LI77ES PRIOR TO ESTABLISHING FINAL R\�P00E R c 61 GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL O gg MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA7ON EXCAVA7I0N. M/RAFI FABRIC SILT FENCE AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. a� 51 °fir, 3O2 Ct� 8. DURING CONSTRUCTION, M/RAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. Pv' V N �•v 9. LEGEND - 5 ���'o \ 3U7 1 ,' '--� ' EXIS77NO CONTOUR HYDRANT 0��� 02OZ \o a + 2 x 310.0 EXIS77NG SPOT GRADE WATER GATE iI& lb' 3f0 PKUPUSED CU"NTOUK GV GAS GATE PROPOSED SPOT GRADE LIGHT POLE ' GRADE TO DRAIN w \ o 3O8 O YIOOS SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE ��\N 50• ��t�' Wr PROPOSED WATER SERVICE Et PROPOSED HOUSE 10' WIDE C.L& P. CO. EASEMENT, FD PROPOSED 670 FOOTING DRAIN LINE G NO FD FL= 303.6 0 i N 10' WIDE YANKEE GAS SERVICES CO. EASEMENT CV CHECK VALVE' IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE �5,�E / SAN. FL= 302.3 1 & STREET 77?1 E EASEMENT G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN S77?EET EoOOS Z 54'-6" I.:4- � � T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET cVn o o i J z E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET Qrl :199.8 �'� 769 40' I m R=75.900' CONOT0 S�TRUCTION ENTRANCE PAD- - M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND J ALE SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED D=1548'48" MASKEL ROAD R=325.00' I O 0 U �,` i o 0 0 ° 0 10. PROPOSED HOUSE - 6 L=18.50 r 1 TF #t t °� '° PROPOSED GARAGE FLOOR = 311.5 D=03'15'42' _ I _ �� 11 TF=sts•ot o 0 o PROPOSED TOP OF FOUNDA7ON = 312.5 c a�r .- P'cpc PROPOSED FiN SHED FLOOR = 313.5 I 31 G.4 _ o 0 0 0 0 102.27' >� �� / N EASEMENT FLOOR (WALKOUT) = 304.8 S 27170'28" W I '' -'��SP�•pAN 93 o a o 0 o p I - ° o_q_q ° TOP OF FOUNDATION TO BEAMINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. CD 309.5 SPN MN - o 0 0 0 0 USE GARAGE FLOOR ELEVATION TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVAT70NS �/-- p83oo'g2 ��MASKEL -W ROAD 5 ��� BASED ON THE ARCH/7ECTURAL PLANS CB 9 SF 3>>a o 0 0 0 0 0 )q�3 CB 30 TF=310 0 0 0 0 0 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL YI�R F= MH/12 �� -�TF=sot.2 / REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL Y SE TF=301.21�� UD PLAN 4" MINIMUM CONN. SPNtjPR tN��_�'y-'�'�- �' DOT 2" STONE BEG/N UN77L 7NE CONTRACTOR NAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER e WPR�P� FILTER FABRIC DOCUENT5 BY ALL OF THE PERMITTING AUTHORITIES W1DTH= 10' MIN. NOTES: SECTION SEEDING SCHEDULE - 1. THE PUR'OSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH INSTALL CONSTRUCTION EN77?ANCE PAD 2. BEFORE "ONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL SANITARY SEWER LATERAL ENTRANC: SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. 7 FL- 297.9 PRIOR TO ANY CONSTRUCTION UNDESIR6�.BLE MATERIAL. (A MINIMUM OF 20 FEET LONG) PERMANENT VEGETATIVE COVER: SANITARY SEWER LATERAL FROM 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 HOUSE TO MAIN LINE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING 82= 6'0 0 5.47. (2.0,-. MINIMUM) THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS REQUIRE. LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS ENGINEER - 20-300b-1 THROUGH 20-3COb-20 OF THE REGULA77ONS OF CONNECT7CUT ANNUAL RYEGRASS 100% STATE" AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 7HE APPLY 1 LB./1000 S.F. STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ,era�rrr�rans'r�w e® eOrseroow TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS e e ee �N wee PREPARED FOR MAP IS SUBSTANl1ALLY CORRECT AS NOTED HEREON. 40 0 40 80 ®OS��CI......... <'m !4 .••..AL., m®m „ MANNARINO BUILDERS, INC. All L.S. NO. 9344 IN FEET ) *�3 No. 9344 ,� No. 9344 A'*" IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE CIVIL ENGINEERSNnCU =•• �p--.,<7 E� •''���.'�9 �'••. (4 V�7C..... •''' �'®°O KILKENN Y HEIGHTS I I WINDSOR,CONNECTICXIT APPROXIMATE AND ALL UTILITIES MAY NOT BE •®oo� .,�ENs,,,•���ee0 •..qN .,,,,,,,•�yo®®o • SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR a®esss/ONAL e�eF' ® � S U R� e`e® ws, ® w®io'��prrl�� LOT 1 - � WILSON M.ALFORD,JR.,P.E.&L.S. e®ssai000� SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 205 MASKEL ROAD SOUTH 1MNDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. 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