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HomeMy WebLinkAbout19 BLUE SPRUCE RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT I`i D boa. APPR V 1540 SULLIVAN AVENUE Bldg.Permit# 6 .) , 644-2511 ext. 230 i tfaoo323 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 7—�� APPLICANT ADDRESS 57-7D APPLICANT'S PHONE# G qS/, 3j'7 g• OWNER /���/.K1'.�r����.� �f�.r7t—�r ,✓c SOWN 3 f q� OWNER ADDRESS jj& r/,I,gQ- A U OWNER PHONE S — � �. ;. �..5- O ` F ESTIMATED COST$ �QO C � U IS THIS A CONTRACT COST? ✓Yes No FEE ENCLOSED$ / �o TYPE OF JOB: ESQ jt•CON New Installation (X I J Alteration/Addition/Repair Revised 03/05/10 Z APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? V'YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD____ /(f r✓! SIZE OF SERVICE SIZE OF MAIN CONDUCTORS O NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? U YES %q'NO NUMBERS OF LIGHT CIRCUITS A) NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES JIV NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES�S NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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 PERFOR- MANCE OF SUCH WORK _ /6-'-'? 71�f ',/ CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT /�a���cG� DATE -Z� DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR y po 3 BUILDING DEPARTMENT APPR v 1540 SULLIVAN AVENUE 644-2511 EXT.230 Bldg. 3 (Date) (Building Inspect Application must be printed or typed FEE SCHEDULE 1 Location of Job: � l $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof I enant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# `S LiX ZC\ O W N $Fq OWNER 5�61 et�rc�rxl ettt.�t> ��Lc\o,n�zJ OWNER ADDRESS O V Cc) * F OWNER PHONE C-6(N 1 2 8 CA- U � p U C - = ESTIMATED COST $ C\ o C-, "I * ` IS THIS A CONTRACT CPST? vYES NO �l. FEE ENCLOSED$ Z Cl TYPE OF JOB: SOR•Co ✓New Installation Alteration/Addition Repair 4-- 126 gaa11 s�2 Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) FC3 IS THIS APPLICATION ASSOCIATED WITH ARESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION 2��� SIZE OF MAIN DRAIN NO. OF TOILETS _STYLE l7 NO. URINALS STYLE NO. OF BATHTUBS�_ NO. OF SHOWERS ) NO.OF LAVATORIES NO.OF CONDUCTORS SIZE _ NO.OF STACKS�_ SIZE 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 X YES O NO SIZE OF WINDOW 2 j( 2 IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWE, OR SEPTIC TANK SIZE OF WATER MAIN } SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER ,, DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT }1 ��.c� R„� S� DATE Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 2009 IRC Required Braced Vall-Line Length Calculations PROJECT INFORMATION NAME:Bhaumik&Darshini Patel ADDRESS LLot S55(19)Blue Spruce Rd,South Windsor C� WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall Line 1-t Wall Line 2-1 Braced-Wall-Line Location 1st of 3-story 1st of 2-story Eave to Ridge Height 13 R 13 R Braced-Wall-Line Spacing 0.00 ft 0.00 ft Wall Height 9 R 9 ft Bracing Method CS CS GB Construction Type N/A N/A Gypsum Wall Board on Inside No Yes Horizontal Joints Blocked Yes Yes Holdown Device Used No No WIND Tabulated Wind Bracing Amount 0 It 0 ft Exposure Height Factor 1 1 Eave-to-Ridge Height Factor 1.06 1.09 Wind Wall Height Factor 0.95 0.95 Number of BWL Factor 1 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1.5 1 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 0 R 0 ft RESULTS Length of Wall Bracing Required 4 ft 4 ft NOTES 1. This wall-bracing evaluation Is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses In Seismic Design Categories A and B and one-and rivo-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R502.10.4 and R602.10.5.as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet In accordance with Figure R602.10.1.4(2).Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center In accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines In accordance with Figure R602.10.1.4(4). 8. Refer to the Strong Wall ShearwaiisO Presciptive Des an Gu de for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-TieZ Wood and Steel Strong-Wali27 shearwalls may to considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length Calculated for each method used within the braced-wall line. 10. Horizontal panel Joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 2 of 2 ' WARNINGS 1. The required amount of wall bracing shall not be less than 4 feet in accordance with Section R602.10.1.2. 2. For buildings In SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 3. The wall tracing provisions of the IRC may not be used in hurricane prone regions,as defined In Section R202,where the basic wind speed equals or exceeds 100 mph. Version 2000 Sknpso n Stro ng-Tie®W all-Bracing-Length CalculatD r Pagel o f 2 r Loading,please wait... 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Bhaumik&Darshini Patel ADDRESS:Lot#55(19)Blue Spruce Rd,South Windsor Ct WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B _ TM Wall Line A-�"- V I"" - Wall Line B-t Wall Line C-1 Will Line 0-1 inputs � Braced-Wall-Une Location 1st of 2-story 1st of 2-story 1st of 2-story 1st of 1-story Eave to Ridge Height 13 ft 13 ft 13 ft 13 ft Braced-Wall-Line Spacing 35.33 ft 35.33 ft 12.33 ft 12.33 ft Wall Height 9 ft 9 ft 9 ft ion Bracing Method CS CS CS CS GB Construction Type N/A N/A N/A N/A Gypsum Wall Board on Inside Yes Yes Yes Yes Horizontal Joints Blocked Yes Yes Yes Yes Hoidown Device Used No No No No WIND Tabulated Wind Bracing Amount 12.8655 ft 12.8655 ft 5.3155 ft 2.8495 ft Exposure Height Factor 1 1 1 1 Eave-to-Ridge Height Factor 1.09 1.09 1.09 1.18 Wind Wall Height Factor 0.95 0.95 0.95 1 Number of BWL Factor 1.45 1.45 1.45 1.45 Holdown Factor 1 1 1 1 Blocked Joint Factor 1 1 1 1 Gypsum on Inside Factor 1 1 1 1 Wind GB Construction Factor 1 1 1 1 Required Wind Bracing Amount 19.32 ft 19.32 ft 7.98 ft 4.88 ft RESULTS Length of Wall Bracing Required 19.32 ft 19.32 ft 7.98 ft 4.88 ft • , ShyFm n Stro rg-Tie®W all-Bradrg-Length Calculato i Page 2 of 2 NOTES 1. This wall-bracing evaluation is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wail-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be In accordance with the requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wail panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1.4(4). 8. Refer to the SS>El-W all Sheanr ails* Presc ieiv e 1 es 1 n 6 u de for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-TleZ Wood and Steel Strong-Wal19 shearwalls may be considered equivalent to the code braced-wait panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. Horizontal panel joints In braced-wall panels shall be blocked In accordance with Section R602.10.B. WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined In Section R202,where the basic wind speed equals or exceeds 100 mph. Vvwn2000 r Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 a lid 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Bhaumik&Darshini Patel ADDRESS:Lot#55(19)Blue Spruce Rd,South Windsor Ct WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B I Wall Line 1-2 i - Wall Line 2-1 _._. s Wall Line 3-1 Inputs Braced-Wall-Line Location 2nd of 3-story 1st of 2-story 1st of 2-story Eave to Ridge Height 13 it 13 ft 13 It Braced-Wall-Une Spacing 12.50 ft 24.67 ft 24.67 It Wall Height 9 ft 9 ft 9 ft Bracing Method CS CS CS GB Construction Type N/A N/A N/A Gypsum Wall Board on Inside Yes Yes Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No No No WIND Tabulated Wind Bracing Amount 5.375 ft 9.401 ft 9.401 ft Exposure Height Factor 1 1 1 Eave-to-Ridge Height Factor 1.09 1.09 1.09 Wind Wall Height Factor 0.95 0.95 0.95 Number of BWL Factor 1.3 1.3 1.3 Hoidown Factor 1 1 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Wind GB Construction Factor 1 1 1 Required Wind Bracing Amount 7.24 ft 12.66 it 12.66 ft RESULTS Length of Wall Bracing Required 7.24 ft 12.66 ft 12.66 n NOTES 1. This wall-bracing evaluation is bayed on the 2009 international Residential Code.The user is responsible for ensuring that the project tits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10.R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.1.2(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet In accordance with Figure R602.10.1.4(2).Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing Is the greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1 4(4). 8. Refer to the Strong Wall Shearwalls®Presciptive Des an Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie,&Wood and Steel Strong-Walla shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of Intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.8. Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 2 of 2 WARNINGS 1. For buildings In SDC DO,01,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used In hurricane prone reglons,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. Vw. 2000 Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Bhaumik&Darshini Patel ADDRESS:Lot#55(19)Blue Spruce Rd,South Windsor Ct WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B Wall Line A-2 i Wall Line B-2 7 Inputs Braced-Wall-Line Location 2nd of 2-story 2nd of 2-story Eave to Ridge Height 13 ft 13 ft Braced-Wall-Line Spacing 36.67 ft 36.67 ft Wall Height 8 ft 8 ft Bracing Method CS CS GB Construction Type N/A N/A Gypsum Wail Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Holdown Device Used No No WINO Tabulated Wind Bracing Amount 7.0005 ft 7.1XI05 ft Exposure Height Factor 1 1 Eave-to-Ridge Height Factor 1.18 1.18 Wind Wall Height Factor 0.9 0.9 Number of BWL Factor 1 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 7.43 ft 7.43 ft RESULTS Length of Wall Bracing Required 7.43 ft 7.43 ft NOTES 1. This wall-bracing evaluation Is based on the 2009 International Residential Code.The user Is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings end townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be In accordance with the requirements of Table R602.10.1.2(1) based on wind speed,Including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet in accordance with Figure R602.10.1.4(2).Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. S. Braced-wail panel spacing shall not exceed 25 feet on center In accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-Ifne spacing Is the greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1.4(4). 8. Refer to the Strong Wall Shearwalls®Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be salisried with prescriptive braced-wall panels.Simpson Strong-Tiet'Wood and Steel Strong-Walls shearwalis may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the Inside. 9. Mixing of intermittent bracing methods within a braced-wall line is permitted only In Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. Horizontal panel Joints in braced-wall panels shall be blocked In accordance with Section R602.10.8. Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 2 of 2 WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feel satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. Version 20.00 • Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 et Wi'- t 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Bhaumik&Darshini Patel ADDRESS:Lot S55(19)Blue Spruce Rd,South Windsor Ct WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:B _ Wall Line 113 1 Wall Line 2-2 Braced-Wall-Line Location 3rd of 3-story 2nd of 2-story Eave to Ridge Height 13 ft 13 ft Braced-Wall-Line Spacing 39.67 ft 39.67 ft Wall Height 8 ft 8 ft Bracing Method CS CS GB Construction Type N/A N/A Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Holdown Device Used No No WIND Tabulated Wind Bracing Amount 7.4505 ft T4505 ft Exposure Height Factor 1 1 Eave-to-Ridge Height Factor 1.18 1.18 Wind Wall Height Factor 0.9 0.9 Number of BWL Factor 1 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 7.91 ft 7.91 ft RESULTS Length of Wall Bracing Required 7.91 ft 7.91 ft NOTES 1. This wall-bracing evaluation Is based on the 2009 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses In Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be In accordance with the requirements of Table R602.10.1.2(1) based on wind speed,Including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing(CS)method shall be constructed in accordance with the requirements of Sections R602.10.4 and R602.10.5,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 12.5 feet from the end provided the total combined distance from each end does not exceed 12.5 feet In accordance with Figure R602.10.1.4(2).Corner construction for continuously sheathed methods shall be In accordance with Section R602.10.4.4 or R602.10.5.3,as applicable. 5. Braced-wall panel spacing shall not exceed 25 feet on center in accordance with Section R602.10.1.4. 6. Braced-wall-line spacing shall not exceed 60 feet on center. 7. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines in accordance with Figure R602.10.1.4(4). 8. Refer to the Strong Wall Shearwalls®Prescipt ve Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie'&Wood and Steel Strong-WaliX)shearwalis may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9. Mixing of intermittent bracing methods within a braced-wall line Is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. Horizontal panel Joints in braced-wall panels shall be blocked In accordance with Section R602.10.8. Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 2 of 2 WARNINGS 1. For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. 2. The wall bracing provisions of the IRC may not be used in hurricane prone regions,as defined in Section R202,where the basic wind speed equals or exceeds 100 mph. vamp 2000 i • REScheck Software Version 4.5.0 Compliance Certificate Project Plan # 8082 Energy Code: 2009 1ECC Location: South Windsor, Connecticut Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,150 ft2 Glazing Area 6% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site:_-.;-.. .� Owner/Agent: Designer/Contractor: (Lot 5-9(19)Blue Spruce RdJ South Windsor,CT -7 •.ulo -,4;1'u"2�!' `�v`r: r, q§.< r { 3- .dt�,;r,d., a°;.n';x 'r Compliance: 1.0%Better Than Code Maximum UA: 310 Your UA: 307 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. • It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1:Flat Ceiling or Scissor Truss 1,820 38.0 0.0 0.030 55 Wall 1:Wood Frame,16"O.C. 3,143 19.0 0.0 0.060 175 Window 1:Vinyl Frame:Double Pane with Low-E 146 0.340 50 Door 1:Solid 38 0.090 3 Door 2:Glass 40 0.320 13 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 335 30.0 0.0 0.033 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date • Project Title: Plan#8082 Report date: 05/13/14 Data filename: Untitled.rck Pagel of 8 • REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID _ 103.2 Construction drawings and ❑Complies [PR1]1 documentation demonstrate ❑Does Not ,A, energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.2. Construction drawings and ❑Complies 403.7 documentation demonstrate ❑Does Not [PR3]1 energy code compliance for 10 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual]or Cooling Cooling ❑Not Observable other approved methods. Btu/hr Btu/hr - ❑Not Applicable • Additional Comments/Assumptions: • 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan # 8082 Report date: 05/13/14 Data filename: Untitled.rck Page 2 of 8 2009 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [17011]2 protect exposed exterior insulation []Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • • 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Plan #8082 Report date: 05/13/14 Data filename: Untitled.rck Page 3 of 8 • Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .l0 _ 402.1.1, Door U-factor. U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable A"Oh ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 0—; 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.3.5 5unrooms enclosing conditioned U- U- ❑Complies [FR8]1 space have a maximum ❑Does Not fenestration U-factor of 0.50 in Climate Zones 4-8.New glazing ❑Not Observable separating the sunroom from ❑Not Applicable conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U-_ U-_ ❑Complies [FR9]1 space have a maximum skylight ❑Does Not to U-factor of 0.75 in Climate Zones 4-8. []Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not • AAMA/WDMA/CSA 101/1.5.2/A440 - or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R-_ ❑Complies [FR12]1 insulated to zR-8.All other ducts R_ R- ❑Does Not in unconditioned spaces or ❑Not Observable outside the building envelope are insulated to>_11-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not V:$, []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to aR- ❑ 3 Not Observable _ ❑Not Applicable 403.4 Circulating service hot water R-_ R-_ ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not V1 []Not Observable ❑Not Applicable • 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan#8082 Report date: 05/13/14 Data filename: Untitled.rck Page 4 of 8 • Section # Framing/Rough-in Inspection pia Valuefied FieldVerified i Complies? Comments/Assumptions &Re .If] Value 403.5 Automatic or gravity dampers are ❑Complies [FR19]' installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Plan # 8082 Report date: 05/13/14 Data filename: Untitled.rck Page 5 of 8 • Section Plans Verified Field Verified Insulation Inspection Value Value Compiles? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.5, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ❑ Steel ❑ Steel []Not Observable [IN1] []Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall Insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.4, mass wall with at least lh of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass []Not Observable requirement applies. ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]1 minimum R-value of R-13.New ❑Does Not 14, walls separating the sunroom • from conditioned space must []Not Observable meet code requirements. ❑Not Applicable 303.2 Sunroom wall insulation installed -„i❑Compties [IN9]1 per manufacturer's Instructions. $ °❑Does Not ❑Not Observable :[]Not Applicable 402.2.11 Sunroom ceiling minimum R-_ R-_ ❑Complies [IN10]1 insulation R-value of R-19 in ❑Does Not Climate Zones 1-4,and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is ❑Complies [IN11]1 installed per manufacturer's []Does Not instructions. []Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan# 8082 Report date: 05/13/14 Data filename: Untitled.rck Page 6 of 8 • Section Plans Verified Field Verified # Final inspection Provisions Yal Value Complies? T Comments/Assumptions &Re .ID 402.1.1, Ceiling insulation R-value.Where R- R- ❑Complies See the Envelope Assemblies 402.2.1, >R-30 is required, R-30 can be table for values. q Wood Wood ❑Does Not 402.2.2 used if insulation is not ❑ Steel ❑ Steel ❑Not Observable [FI1]1 compressed at eaves.R-30 may y7; be used for 500 ft'or 20% ❑Not Applicable (whichever is less)where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every j 300 ft'. []Not Observable ?❑Not Applicable 402.2.3 Attic access hatch and door R-_ R- ❑Complies [F1311 insulation_R value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50=- ACH 50=- ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of<7 ACH at 50 Pa.This requirement may instead be met []Not Observable via visual inspection,in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 402,4.3 Wood-burning fireplaces have ❑Complies [Fi8]2 gasketed doors and outdoor'"" :. ..,.,'❑Does Not Ya; combustion air. []Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness cfm -cfm ❑Complies • [F14]1 test result of s8 cfm to outdoors, ❑Does Not or:512 cfm across systems.Or, rough-in test result of<_6 cfm ❑Not Observable across systems or<_4 cfm ❑Not Applicable without air handler.Rough-in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies [Fi9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed r ❑Complies [FI10]2 on heat pumps. []Does Not '❑Not Observable ❑Not Applicable 403.4 Circulating service hot water , a _ •=❑Complies [Fi11]2 systems have automatic or � ❑Does Not accessible manual controls. , []Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools. ❑Does Not ❑Not Observable []Not Applicable 403.9.2 Timer switches on pool heaters ❑Complies [FI19]3 and pumps are present. ❑Does Not +- ❑Not Observable ❑Not Applicable • 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan # 8082 Report date: 05/13/14 Data filename: Untitled.rck Page 7 of 8 Section Ptans Verified Fieid Verified # Final Inspection Provisions Value A Value � Compiles? Comments/Assumptions &Re .ID 1 _ 403.9.3 Heated swimming pools have a ❑Complies (FI20]3 cover.Covers on pools heated ❑Does Not over 90 QF are insulated to R-12. ❑Not Observable ❑Not Applicable 404.1 50%of lamps in permanent ❑Complies [FI6]1 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not �i ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not $, equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: • 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Plan#8082 Report date: 05/13/14 Data filename: Untitled.rck Page 8 of 8 2009 IECC Energy Efficiency Certificate Wall 19.00 Floor 30.00 Ceiling Roof 38.00 Ductwork(unconditioned spaces): Window 0.34 Door 0.32 Heating System: Cooling System: Water Heater: KIMOMM=7 77777=77777Qn° a: �!I Name: Date: Comments 1 g Slut S*%OcirlLk MEMBER REPORT Level,BASEMENT BEAM 1 PASSED I fir+ t 2 piece(s) 1 3/4"x 11 7/a" 1.9E Microllam® LVL • Overall Length:14'5" 0 O 13'10' 0 �1 All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 4362 @ 2" 5206(3.50") Passed(84%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3587 @ 1'3 3/8" 7897 Passed(45%) 1.00 1.0 D+1.0 L(Ail Spans) Building Use Residential Moment(Ft-Ibs) 15003 @ 72 1/2" 17848 Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Den.(in) 0.169 @ 7'2 1/2" 0.469 Passed(L/361) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.621 @ 72 1/2" 1 0.704 1 Passed(L/272) I — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L;240). Brdc.ng(Lu):All compression edges(top and bottom)must be braced at 7'10"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor LiveTotal Accessories 1-Stud wall-SPF 3.50" 3.50" 2.93" 1070 3292 4362 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.93'. 1070 3292 4362 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 14'S" 11,51 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes I SUSTAINABLE ror4ESTP.Y INITIATNI Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the rzed for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator • �'--- P '^ '-_�-- 5/131201411:14:54AM f�ortc Suflwnre Operator Job Nutcs PuburtYounu Forte 0.1,Design Enginu:V5.7.0.245 YoungOes!gns LLC (860)008.3500 yngdsns(?,aol.corn Page 1 of 1 ��i ���. �► �� � �'I MEMBER REPORT Level,BASEMENT BEAM 2 PASSED f 3 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL "• Overall Length:12'1" 0 0 r r , 11'6' Q Ali locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 3670 @ 2" 7809(3.50") Passed(47%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3012 @ 1'1" 9476 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use Residential Moment(Ft-Ibs) 10483 @ 6'1/2" 17662 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.294 @ 6'1/2" 0.392 Passed(L/480) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(In) 0.391 @ 6'1/2" 0.587 Passed(L/361) — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1.1360)and TL(1-/240). Bracing(Lu):Ail compression edges(top and bottom)must be braced at 12'1"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 3.50" 3.50" 1.64" 911 2759 3670 Blocking 2-Stud wall-SPF 3.50" 3.50" 1 1.64" 911 2759 3670 Blocking • •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'1" 11,51 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes l`)SUSTAINABLE I'er'.[5TPY INITIATiVC Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design toads,dimensions and support Information have been provided by Forte Software Operator • Forte Sollwa,o Operator Job flotes 5/13/2014 11:16:06 ANI i ItuberlYounu Forte v4.1,Design Engino:V5.7.0.245 ' Yuunflr.)mijins LLC (860)908.3509 i yngdsns(yaol.com Page 1 Of 1 •+j ��i !y MEM.UR REPORT Level,BASEMENT BEAM 3 PASSED 2 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam® LVL "• Overall Length:10'5" 0 0 91 10" o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 2982 @ 2" 5206(3.50") Passed(57%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2362 @ 1'1" 6318 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use Residential Moment(Ft-Ibs) 7276 @ 5'2 1/2" 11775 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:13C Live Load Defl.(in) 0.232 @ 5'2 1/2" 0.336 Passed(L/521) - 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.307 @ S'2 1/2" 0.504 Passed(L/394) - 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'S"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Lave Total Accessories 1-Stud wall-SPF 3.50" 3.50" 2.00" 725 2257 2982 Blocking 2-Stud wall-SPF 3.50" 3.50" 1 2.00" 725 2257 2982 Blocking • "Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location Width (o.so) (1..00) Comments 1-Uniform(PSF) 0 to 10'5" 1 10,10" 12.0 40.0 Residential-Uving Areas Weyerhaeuser Notes (r�SUSTAwnaLe rot:rSTev Inuncr-r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator • horto Sull:mrc Oheratnr .Job Motes 5l13/2014 11:17:23 AM Ruben young Furt(40.1,Design Enginci:V5.7.0.24'. YuungDc:s4;ns LLC j3oo):108-Koo yngdf-ri nil mom ---— .—.--- --------------- — — f'agD 1 of DD) 'a' f—: Mr-IJI 1ER REPORT Level,GARAGE BEAM PASSEM 3 piece(s) 13/4"x 18" 1.9E Microllam® LVL .• Overall Length:22'3" 0 0 21'8" All locations are pleasured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 7618 @ 2" 7809(3.50") Passed(98%) -- 1.0 D+1.0 L(All Spans) Member Type Drop Beam Shear(Ibs) 6391 @ 1'9 1/2" 17955 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 41115 @ 11'1 1/2" 58130 Passed(71%) 1.00 1.0 D+1.0 L(All Spans) Building Code:13C Live Load Defl.(In) 0.582 @ 11'1 1/2" 0.731 Passed(L/452) — 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.786 @ 11'1 1/2' 1.096 Passed(L/335) — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2 7/16'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead too Total Accessories 1-Stud wall-SPF 3.50" 3.50" 3.41" 1981 5637 7618 Blocking 2-Stud wall-SPF 3.50" 3.50" 3.41" 1981 5637 7618 Blocking • •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 2T 3" 1 12'8" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes (d susTAINARLE rt)p.tsTPY IVITiAT V, Weyerhaeuser warrdnts that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator • e For to Sofiwaro Operator ` ^-Y Job Notes '_-----_.-_-_- —__ — r- _ _ �113/201/t 11:26:31 AN j RubertYonni) Forte v4.1,Design Engine:V.5.7.0.24E I V.,unyl)esftura LLC I (au0)70d-3C;U8 j ynydsn;.(d:niLcom hago 1 Of" lRu MEMBER REPORT Level,GREATROOM/STAIRBEAM PASSEL) 2 piece(s) 13/4"x 9 1/2" 1.9E Microllam® LVL • Overall Length: 12'1" 0 f _ � I a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 2902 @ 2" 3347(2.25") Passed(87%) -- 1.0 0+1.0 L(All Spans) member Type:Flush Beam Shear(Ibs) 2423 @ 1'1" 6318 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building use Residential Moment(Ft-Ibs) 8434 @ 6'1/2" 11775 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.331 @ 6'1/2" 0.392 Passed(L/426) 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Dell.(in) 0.472 @ 6'1/2" 0.587 Passed(L/299) — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1.1360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead FLlve Total Accessories I.-Stud wall-SPF 3.50" 2.25" 1.95" 882 2069 2951 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.95" 882 2069 2951 1 114"Rim Board "Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'1" 11'5" 12.0 30.0 Residential-Sleeping Areas Weyerhaeuser Notes SUSTAINABLE FORESTP.Y INITWriE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator • Fol to Joflward Opciator Job Notes 5/13/2014 11:22 25 ANI I f�Youny Forte v4.1,Design Engine:V5.7.0.24!, i YuungLleai,lns LLC i (t160)00+)-3500 yngJsnn uoI.com Page 1 Of !rl F �� Eil Y i�w MEMBER REPORT Level,KITCHEN BEAM PASSED 4 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam® LVL "• Overall Length:15'3" O o 1a 8" 0 0 All locations are pleasured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System Floor Member Reaction(Ibs) 4060 @ 2" 6694(2.25") Passed(61%) -- 1.0 D+1.0 L(All Spans) Member Type:flush Beam Shear(Ibs) 3532 @ 1'1" 12635 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 15016 @ T 7 1/2" 23550 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.456 @ T 7 1/2" 0.497 Passed(L/393) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.660 @ 77 1/2" 0.746 Passed(1-/271) — 1.0 D+1.0 L(All Spans) Deflection criteria:LL(1./360)and TL(1-/240). Bracing(Lu):All compression edges(top and bottom)must be traced at 15'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead floor Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 1274 2840 4114 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 1.50" 1274 2840 4114 1 1/4"Rim Board • "Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 1S 3" 12'5" 12.0 30.0 Residential-Sleeping Areas Weyerhaeuser Notes � SUSTAINABLE rorr.57Y IvirlAT:,,r Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Amessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design bads,dimensions and support information have been provided by Forte Software Operator • — 1 Fortr.Souw:uc rJpera6x '- - YJob Notes 5/13/2014 11:25:31 Atli f� ubert Young Forta v4.1,Design Engine:V5.7.0.24', ! Youngneaigma LLC jibD)gow'.;00 yng,Js.nr,GjJ a,)Lcom I Page 1 of MEMBER REPORT Level,SECOND FLOOR HALL BEAM PASSED 2 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam® LVL • Overall Length:12'3" D o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual o Location Allowed Result LDF load:Combination(Pattern) System Floor Member Reaction(Ibs) 2126 @ 2" 3347(2.25") Passed(64%) — 1.0 D+1.0 L(All Spans) Member Type Flush Beam Shear(Ibs) 1781 @ 1'1" 6318 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use Residential Moment(Ft-Ibs) 6269 @ 6'1 1/2"- 11775 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) Building Code I13C Live Load Dell.(in) 0.219 @ 6'1 1/2" 0.397 Passed(L/652) — 1.0 D+1.0 L(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.360 @ 6'1 1/2" 0.596 Passed(L/397) — 1.0 D+1.0 L(All Spans) Deflection criteria:U.(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead live Total Accessories 1-Stud wail-SPF 3.50" 2.25" 1.50" 845 1317 2162 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 1.50" 845 1317 2162 1 1/4-Rim Board •Rim Board is assumed to carry all loads applied directly above il,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'3" 10,9" 12.0 20.0 Residential-Sleeping Areas Weyerhaeuser Notes ; 5USTAINARE rur.[f.TP..Y 1141TaT-u Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator -�- _.Job Note ^ -- -----�-- -- 5/13/2014 11:29:11 AN ! Rub,it Young Forte v4.1,Design Engine:V5.7.0.24E i Young[)nylcj m LLC l (FiGO)90J3-3�00 J yngJ::nsrJnnol.cnm Page 1 of 1 • F_(r Ifni MEMBER REPORT Level,STAIR HALL BEAM PASSED 3 piece(s) 1 3/4"x 9 1/2" 1.9E Microllam® LVL Overall Length:9'7" 0 — 0 — 9 — All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2197 @ 2" 5020(2.25") Passed(44%) -- 1.0 D+1.0 L(All Spans) Member Type Flush Beam Shear(Ibs) 1738 @ 1'1" 9476 Passed(18%) 1.00 1.0 D+1.0 L(All Spans) Building Use Residential Moment(Ft-Ibs) 5014 @ 4'9 1/2" 17662 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Code:1BC Live Load Defl.(in) 0.084 @ 4'9 1/2" 0.308 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 1 0.121 @ 4'9 1/2" 1 0.463 1 Passed(L/921) 1 1.0 D+1.0 L(All Spans) Deflection criteria:LL(11360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.50" 687 1557 2244 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1 1.50" 687 1557 2244 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 9'7" 10.10. 12.0 30.0 Residential-Sleeping Areas Weyerhaeuser(dotes (Z)SUSTAWAPLE rc)rcSTFy INITIATI,T Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forto Sofhvare Operalor Job Notes 5/13/2014 11:24:30 AP9 RubertYuung -- Forto v4.1,Design Engine.:V5.7.0.24 i Yuun911Je%;gnu LLC taeol 908-oWg yngdsnsrdaol.cwr I f'ago 1 of 51ZE0006! hFP.,'\ :T1\1I N'l n►=(-ISIOT\' APPLICATION I=OR INAC PERMIT - - Application is hereby. TO\VN OF SOUTH WINDS r1 OR I - M 31l BUILDING DEPARTMENT t'1-xM rl - - A.PPROV 1540 SULLIVAN AVENUE 644-251 1 ext. 230 Bldg- Permit JA TI y 660123 Dat Building a)e Application must be printed or typed FEE SCHEDULE Location of Job: 161 5/ $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 ADVANCED Heating & Air Conditioning, Inc. APPLICANT ADDRESS 701 Nutmeg Rd. No. South Windsor, CT 06074 APPLICANT PHONE# (860 ) 282-0205 a — O w N OWNER r1 -- ---- OWNER ADDRESS TV O _ AN OWNER PHONE I:STIMATFI)COST S x IS THIS A CONTRACT COST? Yes No �,r �P PIA CATION FOR IIVAC PERMIT (Continued from revere side) I l I F uF 51'S:'U.NI: TYPE OF BUILD LA DENTIAL D COMMERCIAL J ` IENTILATION D INDUSTRIAL LOW PRESS ff LBS. HIGH PRESSURE LIMIT .— LBS 11YDKONIC ARM AIR D UNIT RADIANT HEATER I:NISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DIFFERENCE I I)LSIGN TEMP. OUTSIDE ® OF INSIDE�— F ��-- 'I 0-I Al- HEAT LOSS(BTUH)(FIFA"!' LOSS SHEET MUST ACCOMPANY APPLICATION) 1)1:SCRIBE ALL HEATING EQUIPMENT(INCLUDING MACE& MODEL NO.) a e--t-- �- ,QC/ NET RATING (OUTPUT—BTUH) c;kutiS HEATING CAPACITY(INPUT—BTUH) v " I'l'l'F: OF FUEL ZI U1L----- ) OIL'I'ANK LOCATION :D INSIDED OUTSIDE. CAPACITY S---INPU"f g!,Q _ LPG TANK CAPACITY ELECTRIC—KW Alit CONDITIONING Lj DESIGN TEMP. OUTSIDE INSIDE Zj�g_-F DIFFERENCE TOTAL BEAT GAIN (BTU /H)1%,00:(HEAT GAIN SHEET MUST ACCOMPANY API'IUN, l)l•:SCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 1'0NNAGE COOLING CAPACITY (BTUH) l9 U1:SCRIBF ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPINIE-N l I UTA1- SILL OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) 1 LK'1-111:K DESCRIPTION OF WORK "1,1!1: UNDERSIGNED HEREBY APPLIES FOR A PERMITTO PERFORM THE WORK DESCRIBED AND iS 1 0:\1PLY wiTii ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN T111: i'i-KFOKMANCE OF SUCH WORK. 36 1 __ _ _ S 1 -- CT _ - - C.:-- -:ON, tAC'fURS LICENSE NO. I )E / S I A l 1 i ;N:NlUlt1:OF APPLICANT — AIL —� _/- Lot #55, 19 Blue Spruce Rd. HVAC Load Calculations for Mannarino Bids Emit phqiq RHVACRssiDgWnAL HVAC LOADS i i i Prepared By: Stephen Smith Advanced Htg&AC Inc i Friday,June 27,2014 Rhvac-Residential b Light Con nereial HVAC Loads --- - -- ------ --- Elite Software Developnumst Inc. Advanced Htg&A/C Lot#55, 19 Blue Spruce Rd South Windsor, CT 06074 Page 35 i System , Room Load Summary tg ` Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM --Zone 1- --- 1 Living 178 4,350 57 1-5 474 1,422 318 65 1.00 65 65 2 Foyer 113 3,352 44 1-4 482 924 305 42 1.00 42 42 3 Dining 178 2,889 38 1-4 452 867 159 39 1.00 39 39 4 Stairway 70 1,535 20 1-4 105 201 37 9 1.00 9 9 5 Great Room 344 9,436 123 1-7 554 3,256 806 148 1.25 185 148 6 Morning Room 235 4,118 54 1-6 529 2,284 318 104 1.25 130 104 7 Mud Room 113 4,124 54 1-4 514 986 244 45 1.00 45 45 8 Kitchen 168 612 8 1-4 43 82 0 4 1.00 4 4 13 First Floor 610 7,736 101 1-7 517 3,035 513 138 1.25 173 138 Bedroom And Bathroom Zone 1 subtotal 2,009 38,152 496 13,057 2,700 594 691 594 --Zone 2--- 9 Bed 2 169 4,410 57 1-7 463 2,719 342 124 1.00 124 124 10 Lav 104 2,040 27 1-4 690 1,323 171 60 1.00 60 60 11 Bed 3 195 4,541 59 1-7 472 2,771 342 126 1.00 126 126 12 Bed 4 160 4,365 57 1-7 460 2,702 342 123 1.25 154 123 14 Bonus 330 8,631 112 1-7 493 2,897 513 132 1.00 132 132 Zone 2 subtotal 958 23,987 312 12,412 1,710 565 595 565 System 1 total 2,967 62,139 808 25,469 4,410 1,158 1,287 1,158 System 1 Main Trunk Size: 1406 in. Velocity: 830 ft./min Loss per 100 ft..- 0.085 in.wg LCooling System Summary Cooling Sensible/Latent Sensible Latent Toto I Tons Split Btuh Btuh Btuh Net Required: 2.49 85%/ 15% 25,469 4,410 29,879 Recommended: 2.83 75%/25% 25,469 8,490 33,959 .Equipment Data ---__ Heating System Coolinq System I Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Documents and Settings\Steve Smith\Desktop\My Dropbox\Projects\Mann Lot#32, 155 Fk13WelyF"d.2fly2014, 10:55 AM APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT i50614g0 APPF,OVRD 1540 SULLIVAN AVENUE Bldg.Permit# ILII� 644-2511 ext. 230 Date Building Inspect Application must be printed or typed FEE SCHEDULE F Location of Job: $041,000=$15.00 1"5L V L` -s�i2u�� J��. ---�Over$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof ignation Apt.No. APPLICANT -z ✓V G APPLICANT ADDRESS _ ,7D ST /�- Sr' C"o T o CO-7'-/ APPLICANT'S PHONE# y q— ,3.6 76 OWNER IylG� _�r/��2/-�J6 eaC.,/4 / L LC q�W N S Fq< OWNER ADDRESS y�0 ('/,//���=L , 6,4 !/�►//T --. OWNER PHONE 60 -'�' 9 9 759 S"S ESTIMATED COST$ 3 DC) IS THIS A CONTRACT COST? _)?Ves No G FEE ENCLOSED$ TYPE OF JOB: -7 / �SOR-Coy V New Installation Alteration/Addition/Repair v 6 7 7 023136/4 G�z S Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A / BUILDING PERMIT APPLICATION? El YES ❑ NO & RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD V SIZE OF SERVICE /O 0 SIZE OF MAIN CONDUCTORS 2 NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS �/— NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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 PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. ,J TYPE STATE/ SIGNATURE OF APPLICANT /� �P DATE /J/ Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# yuo2FDate: - .-- Sprinkler# Ict N u Z S-pn s' c Estimated Cost $ FINA PPROVALS Buildin COMPLETE RED BOXED AREAS Permit Fee $ ?�--W Occupancy Fee $ Engineeri TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE t Total Fee $ .�Q TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Vocalm4fWw Location of Work s:�C 17 F, Lot No.- Applicant's Address C. %- Q-A7� -5,��;t 3— Tel # G :4©S—70S Town - - Zip O CX;7 f Lic.# - Owner vrYTM t t,�z Architect ra)L I2 Owner's Address Architect's Address�A C/- Zip %1 -7f7k,-J C 7 C T rp — Sq. Ft. New Area: 1 st Fl. / 3 V is 2nd Fl. /51 4' 3rd FI. Total New Area Purpose of this permit 1< 44" (L,� - City WateLy7--" Well ❑ Septic System ❑ Seww a-*-- Ins: HO S Cert. Area Basement Garage Approved by "Q Date 1 Use Group Construction Type Revised 1108 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 hjS b�diny aanddiits e all w Signed G� �''II '47� I hereby apply for a Certificate of Occu an for the work rjj�e�d iyr this application for the permit. Signed �{r� DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# iq PsiwL "-Cass z �'-oc Date: J=/ Sprinkler# 1 L+0C o 32 Estimated Cost $ FINAL APPROVALS Permit Fee $ • w Building COMPLETE RED BOXED AREAS Occupancy Fee $f , a% Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Affidav SIGN ON REVERSE SIDE t Total Fee $ w TO THE BU DING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ "r The undersigned hereby applies to do work according to the following: _�Izt, lu g Y PP g c•� Applicantry 14hjarma _ V t ocation of Work q •Lot No. Applicant's Address 4c6 Town k soA7, ZIP 0607¢ Lic.a l 0.( r Owner JV^5 • & A&Ck)P— Architect 0%.AA qKf Owner's Address _ - -- Architect's Address ' - c _ Zip — '4 -F ZipO�oO 7 Sq. Ft. New Area: 1 st FI. /39' 2nd FI. _IS S T 3rd FI. _ _-Total New Area S� S- F. Purpose of this permit A, 1144 M City Water?,- Well J Septic System J Sewor-d- �l�f�c5to2 Ins: HO S Area Basement Garage Approved by cap ate 1 Use Group Construction Type Revised 1108 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 fr m all street lines,side yard lines,and required distances from all other zones and is located iW iNis *I d i e I we Signed 9d,A Si I hereby apply for a Certificate of Occ or the wor esc�`d in is pli tion for the permit. Signed DO NOT WRITE BELOW THI LINE INSPECTION COMMENTS LC at�fit> uJ— INSPECTION FIELD SHEET 03/13/15 Printed by Peart, Dayshell 09 56:46 •INSPECTION: 67368 FOOTING PERMIT: STATUS APPLICATION: 201400562 LOC: 19 BLUE SPRUCE ROAD SOUTH WINDSOR PROPERTY ID: 11800019 LOT/SUBDIV: 55 OWNER: MANNARINO BUILDERS INC 860-289-7055 CONTRACTOR: REQUEST BY: PROJ DESC: NEW HOME. 2,950 SQ. FT. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 09/26/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/27/14 DOUG PASS B002 FOUNDATION 07/28/14 DOUG PASS B003 FRAMING (ROUGH) ROB. 07/30/14 DOUG PASS B004 INSULATION ROB. 09/26/14 ROSE N/A B005 FIREPLACE / CHIMNEY (09/26/14 DOUG PASS BO10 FINAL' MARK. 07/28/14 DOUG PASS E001 ELECTRIC SERVICE 09/26/14 ROSE N/A E002 ELECTRIC UNDERGROUND 07/28/14 DOUG PASS E003 ELECTRIC ROUGH 09/26/14 ROSE N/A H003 HVAC ROUGH 09/26/14 ROSE N/A P002 PLUMBING UNDERGROUND 07/28/14 DOUG PASS P003 PLUMBING ROUGH 09/09/14 ROSE PASS P004 PLUMBING GAS TEST 860-291-0115//gas piping to four appliances/meter service 09/26/14 FOLG PASS Z003 CO PLANNING INSPECTION • INSPECTION FIELD SHEET 12/10/14 • Printed by Peart, Dayshell 10 37 54 INSPECTION: 67325 FOOTING PERMIT: STATUS APPLICATION: 201400555 LOC: 19 BLUE SPRUCE ROAD SOUTH WINDSOR PROPERTY ID: 11800019 LOT/SUBDIV: 55 OWNER: MANNARINO BUILDERS INC 860-289-7055 CONTRACTOR: REQUEST BY: PROJ DESC: FOUNDATION ONLY. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 05/15/14 PRIORITY: SCHEDULED: 05/19/14 AM COMPLETED: 05/19/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ROB. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/27/14 DOUG PASS B002 FOUNDATION MARK @ 860-416-6821 rebar ok 05/30/14 ROSE PASS B002 FOUNDATION E%2MA/K4860DOUG PASS B ROOF&_FOO INN FINAL r BASED ON FINAL-FOR HOUSE'DONE ON-9/25/14 BY CJD. NO TES - 1. AREA OF LOT 55 = 23,506 SQ.FT. = 0.540 ACRES. 2. ZONE OF SUBJECT PARCEL IS "RR OPEN SPACE". ` ---- --- MINIMUM YARD REQUIREMENTS. FRONT= 40 FEET SIDE = 10 FEET REAR = 20 FEET 33 ---- J. BOUNDARY INFORMA77ON TAKEN FROM PLANS ENTITLED - az "DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND ' _--- BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 /N.= 40 FT. DATE' AUGUST 29, 2007 --'' _ ---' ------- REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIWL N21�� " ENGINEERS WINDSOR, CONNEC77CUT" ' 4114 K' 4. APPLICANT MAP PREPARED BY --------- y ' _ MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. C/o ROBERT MANNARINO 200 PIGEON HILL ROAD FOOTING DRAIN - 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484 TO DISCHARGE AT GRADE ; �� _ SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 (RODENT SCREEN TO BE O , ' �--,_� - -____--- _- PLACED AT OUTLET) � � � � 2=E TEL. # (860) 289-7055 TEL. # (860) 688-7288 A�� RD CONSTTUCTION ENTRANCE PAD- 5. ELEVA77ONS ARE BASED ON NGVD29. O � NOT TO SCALE 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF HOUSE, IF ERECTED AS SHOWN. O55 _ BLUE SPRUCE ROAD N 7. CONTRACTOR SHALL VERIFY LOCA770N AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING F7NAL ' N / ,�,! Off' ------ o 0 00`�0 o GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL 0 0 0 0 o c MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA7ION EXCAVATION. MIRAF7 FABRIC 270 ` pgZ -' ° 56 0 0 0 40 cSILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. 272 �� \r0 0 ' 278 o 0 0 0 0 c 8. DURING CONS7RUC77ON, M/RAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. 0 o II o 0 0 0 0 ii 9. LEGEND - ;O �, c0 _ -- 278.5 0 ��`1 --' �O I �' �� 0 0 0 o `310---'� EXISTING CONTOUR m ` 2g4 Z 0 0 0 0 o x 310.0 EXIS77NG SPOT GRADE a 10' 0 0 0 0 Jo 310 PROPOSED CONTOUR 2g0 PROPOSEQ' 286 72' ' -- i PLAN 4" MINIMUM CONN. HOUSE UNDtR-'- - HOUSE ,-' ,," p - j DOT 2" STONE PROPOSED SPOT GRADE CONSTRUCTION �� oNo -- -«+ FB-fL=278.1 310.0 - - --- "� SAN. FL=279.0 30' °ROPOSEo � GRADE TO DRAIN 58'0" HOUSE =WD - 0' MIN. SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE ' -'18.0' 287.0 COVE FLEr STOOP ' '-- SECTION PROPOSED WATER SERVICE 40'� 35.1' 2895 -__ - - - -- PROPOSED BITUMINOUS CONCRETE NOTES: W N , I -- DRIVEWAY (TO BE A MINIMUM OF 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE FD-- PROPOSED 670 F0077NG DRAIN LINE - 285 3 FEET FROM THE PROPERTY LINE) THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. 6q 5 Cv CHECK VALVE 1S REQUIRED ON F0077NG DRAIN LINE AT HOUSE - 0� N N 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET ''12' CD UNDESIRABLE MATERIAL. T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET - 20' WIDE STREET TREE EASEMENT 288.4 l - IN FAVOR OF 774E TOWN OF 3. THE ENTRAKE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN S7RE£T re i l 2g6 SOUTH WINDSOR PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. / 282.5 I .''288.9 - THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 285.0 27 03 28g,8 - - ADDITIONAL LENGTH AS CONDITUIRE. - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONS7RUC77ON AND AND 100'' C.L.& P. CO. EASEMENT WIDE YANKEE GAS EASEMENT IONS REQUIRE. SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED ' 1 10. PROPOSED HOUSE - 4 WIDE CONCRETE WALK 0^' 83. / 1 ; 288.0 - - �2 -- � PROPOSED GARAGE FLOOR = 287.0 g"� fiAN. SEWER ' ,! I ro 9 = 288.0 , NPROPOSED TOP OF FOUNDA77ON-- 28g_s _ PROPOSED F/NISHtD f�LUOI; 289 0 TF=283.55` - - ---- ---- --_� �6ti APPROXIMATE BASEMENT FLOOR = 279.3 (9' WALLS & A WALKOUT) --r_�_ -+--- i BLUE SPRUCE ROAD _ TOP OF FOUNDA7ION TO BE A MIN/MUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS I - Z BASED ON THE ARCH17ECTURAL PLANS. 11. PRIOR TO STAR77NG CONS7RUC77ON, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONS7RUC77ON OR FABRICA77ON SHALL BEGIN UN77L 774E CONTRACTOR HAS RECEIVED AND 7740ROUGHLY REVIEWED ALL PLANS AND OTHER 1 \ DOCUMENTS BY ALL OF THE PERMI777NG AU7HOR/77ES i i i i i SAN.MH #35 SAN.MH #36 TF=285.21 TF= 289.31 PROPOSED SANITARY SEWER LATERAL R=300.00' FL=276.79 FL=280.77 FROM HOUSE TO MAIN LINE L=74.62' " INSTALL CONS7RUCT70N ENTRANCE PAD 76=6 m 39 I 0=1475 02 SEEDING SCHEDULE - !Z AT MAIN N LINE= 276.5E PRIOR TO ANY CONS7RUC77ON (A MINIMUM OF 20 FEET LONG) ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: _ KENTUCKY BLUEGRASS 45% .$ CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% I i APPLY 1-3 LBS./1000 S.F. i 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 ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. GRAPHIC SCALE A�������"•••i• ,4•���r/CONii•••i• TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 ��t"OF CONNFC••.• ��t OF,,,,.NFCp'.� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �Q�P��'•��;. ALP`o r�CG•.�- ,�r4A,' M. A L FOR!oG�- :�� �a`� MANNARINC BUILDERS, INC. ( IN FEET : L.S. NO. 9344 N0. 9344 4'�' No. 44 s IMPROVEMENT LOCATION SURVEY Cl1/IL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE '-j WINDSOR, CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE •� a�-.L/cENsE,• .��0` '•.,�q •!ceNs,,.y°.�` DZEN TREE FARM SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •��FS'3/0 AL Ito�••� o s u RVE oA, •i• U�� �i�i��u���1�� • WILSON M.ALFORD,JR.,P.E.&L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 55 - UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 19 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 N. = 40 FT. DATE: MAY 12, 2014 D:M0806OPP-55 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN NO TES - 1. AREA OF LOT 55 = 23,506 SQ.FT. = 0.540 ACRES 2, ZONE OF SUBJECT PARCEL IS RR OPEN SPACE". ----------- Z_________ - MINIMUM YARD REQUIREMENTS: FRONT= 40 FEET SIDE = 10 FEET REAR = 20 FEET 33 --_- 3. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - 00 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND _ -- BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE.• AUGUST 29, 2007 �- ------ REVISION DATES TO 6-17-08 SHEETS S1, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL ---N ENGINEERS WAIDSOR, CONNECTICUT' - ' __ __ 4. APPLICANT Y MAP PREPARED B __----- -- - MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. " FOOTING DRAIN - % ROBERT MANNARINO 200 PIGEON HILL ROAD TO DISCHARGE AT GRADE _ 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484 (RODENT SCREEN TO BE o %� -'-' ____---- SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 �;' TEL. ,# (860) 289-7055 TEL. �# (860) 688-7288 PLACED AT OUTLET) � � �' � 2�EA�RO _- O54 - ________-- CONSTRUCTION ENTRANCE PAD- 5 ELEV177ONS ARE BASED ON NGVD29. � NOT TO SCALE ''JJ N ' S5 �� - 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. v O - BLUE SPRUCE ROAD w tv I '' � - -- - p� 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL '' --ZSZ----- o oUo 0 0 0 ---- t., o GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL ' o 0 0 0 0 MEASURES FOR STOCKPILED MA7ERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. M1RAF! FABRIC O 27D BZ - 56 0 0 orb o 0�0 SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. se 272 0 278-� , N �''� 0 0 o O0 0 c8. DURING CONSTRUCTION, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. o 0 0 0 0 9 LEGEND 0 0 0 0 0 - 278.5 0 �g`1 �- ' 1 �� 0 0 0 0 0 �310--- EXIS77NG CONTOUR o 2 5. DECI I' '2g4 = r 0 0 0 0 o c x 310.0 EXIS77NG SPOT GRADE 100 310 PROPOSED CONTOUR 2g0 PROPOSED) 286 12 - A 1 PLAN 4" MINIMUM CONN. HOUSE UAOtR- ' - o HOUSE ,-' ,�' p PROPOSED SPOT GRADE CONSTRUCTION - -� -FD-tZ=278.1 _________-------------� DFIOLTER"FABRNC 3f0.0 SAN. FL=27g,p 30' PROPOSED GRADE TO DRAIN 58'0" HOUSE =WDTH= 0' MIN. SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE 287.0 f - '18.0' COVER!{r STOOP f' ---_ __ SECTION _ PROPOSED WATER SERVICE 2825 A I 2895 PROPOSED BITUMINOUS CONCRETE NOTES: W 40'q 35.I, ' ,- DRIVEWAY (TO BE A MINIMUM OF I. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE FD PROPOSED 670 F0077NG DRAIN LINE 285, 3 FEET FROM THE PROPERTY LINE) THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. sq 5 CV CHECK VALVE IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE 41 - �6 ro N� 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE PROPOSED GAS SERVICE TO CONNECT TO EXIST. !N STREET 2B to N , ' o ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER G -'i2' - UNDESIRABLE MATERIAL 20' W/DE STREET TREE EASEMENT T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET _ _ _ - - 288.4 - IN FAVOR OF THE TOWN OF 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET i' 86 - SOUTH WINDSOR PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. 82.5 - 1 2 288.9 - THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR 285.0 27 03 I tag 8 ` - _ 10' WIDE C.L.& P. CO. EASEMENT ADDITIONAL LENGTH AS CONDITIONS REQUIRE. - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND AND 10' WIDE YANKEE GAS EASEMENT SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED 1 _ 4 WIDE CONCRETE WALK 0. PROPOSED HOUSE - 83. I 288,0 cB 42 '- PROPOSED GARAGE FLOOR = 28ZO wERJ PROPOSED TOP OF FOUNDA77ON = .288.0 -- 289..E _ �rn PROF OSED FiNI.SHEJ FLOOR 289.0 TF=283.55�__ - J --- --- \\wqT �6� APPROXIMATE' BASEMENT FLOOR = 279.3 (9' WALLS & A WALKOUT) BLUE SPRUCE ROAD �___ _ TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF 7HE HOUSE. ADJUST 0774ER FLOOR ELEVA77ONS BASED ON THE ARCHITECTURAL PLANS. -�- _ 11. PRIOR TO STAR77NG CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE 774AT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTON OR FABRICA77ON SHALL BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 07HER \ DOCUMENTS BY ALL OF THE PERMI 77NG AUTHORIT7ES. SAN.MH #35 SANAH #36 TF=285.21 TF= 289.31 PROPOSED SANITARY SEWER LATERAL R=300.00' FL=276.79 FL=280.77 FROM HOUSE TO MAIN LINE L=74.62' 76'-670 ® 3.3% D=1475'02" INSTALL CONSTRUCTION ENTRANCE PAD SEEDING SCHEDULE - FL AT MAIN LINE= 276.5f PRIOR TO ANY CONSTRUC7ON (A MINIMUM OF 20 FEET LONG) ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING 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 ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. GRAPHIC SCALE p����•••. """ TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 so ��O�OF CONNED•.•• '44+'�F CONlyFC'•••• '4��. .••,•,A��- �i0.• '��,.• ALE-;TKO•.• PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. °� MANNARINO BUILDERS, INC. ( IN FEET %; , ��yt L.S. N0. 9344 *; IMPROVEMENT LOCATION SURVEY Cll/IL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 No_ 9344 '.°poF:L/CENSE�.•�����0� �'•.��cq-.<-i�eNs�°•'���0��' WINDSOR, C.NNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE - DZEN TREE FARM SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ��''•SS'o""' i►' � °.,;;;n�'' � WILSON M.ALFORD,JR.,P.E.&L.S. ''"'•�•"'' LOT 55 - SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 19 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: MAY 12, 2014 D:M0806OPP-55 P:MO6024 FOLDER:MANNARINO FILE:MANNARINO-DZEN lz 3 t, NO TES - 1. AREA OF LOT 55 = 23,506 SQ.FT. = 0.540 ACRES. 2. ZONE OF SUBJECT PARCEL IS "RR OPEN SPACE'. ____-----_ ________ MINIMUM YARD REQUIREMENTS: g ---_- FRONT= 40 FEET SIDE 10 FEET REAR = 20 FEET 33 3. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - 210---- DZEN 7REE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND _ -- BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DAM AUGUST 29, 2007 REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOC/A7FS, INC. CIVIL 2�2 ENGINEERS WINDSOR, CONNEC77CUT' IV2 __ _ _ 4. APPLICANT: MAP PREPARED BY _ J MANNARINO BUILDERS, INC. ALFORD ASSOCIA7FS, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 20'REgR 2�h - 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 y ARD ---- - SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 �-' 7EL. 860 289-7055 TEL. 860 688-7288 276.9 + 278'- ' .7 _-- W1 5. ELEVA77ONS ARE BASED ON NGVD29. O - 2 v -' "_278 -- O �-^' 6. NO ZONING WOLA77ONS 7H RESPECT TO LOCA77ON OF EXIS77NG FOUNDARON, AS SHOWN. N Q`' I'I"- ' -280 -- l Q, �------ ----- Z EXIS77NG HOUSE - -I W GARAGE FLOOR ELEVA7ION = 28Z38 / ' / FINISHED FLOOR ELEVA77ON = 289.49 IJ O BASEMENT FLOOR ELEVATION = 279.98 278.1 N hLF 282.6 8. LEGEND - i' V-2nd FLR/OH �p O }} 279.1 277.3 '1I' n of -q- 16' '279.E , -'-- --- -- j �- ' .- ? aq , 3f0---��� EXIS77NG CONTOUR -----------'' 279,7 N_ DECK; ,-'' -2 x 310.0 EXIS77NG SPOT GRADE ----------- -I--- -- 285.8 46.4' '284.0 + 285.71 EXISTING HOUSE _ N 2'x6' CHIMNEY N _------ + 284.9 W WATER SERVICE - EXIS77NG HOUSE N --' F�9s-14) 12.0' 286---------------- FD--- FOOTING DRAIN LINE 283.31 C "' 278.8E 287.38 RL--- ROOF LEADER LINE CM SAN. FOVERED 0.E 286.70 282.00 I COVERED STOOP N J __ GAS SERVICE 17.9' EM 23.1' 12.2' `" 287.33 --- G 23.0' + 286.7 _ 283.25 I1' i 287.2 40'� 34g. ,--288 T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES 282.66 1 I �- BITUMINOUS S 6"0 SANITARY SEWER LATERAL p l -P BRICK ;' CONCRETE DRIVEWAY 00 N+�i` PAVER WALK 3 4% t,287$ GM • GAS METER 8B.7 - - --- _____ GV 290--_- 20' WIDE S7REET 7REE EASEMENT GAS GA7E , r _ IN FAVOR OF THE TOWN OF SOUTH WINDSOR I ' 'oEM • ELECTRIC METER - %❑E 27 03 t `co MANS \ - - r 10' WIDE C.L.& P. CO. EASEMENT wv M8. 284.23 286 -�� AND 10' WIDE YANKEE GAS EASEMENT WATER GATE r 285.V4 28 .33 287. 88.13 \ 283.51 4' WIDE CONCRETE WALK ELECTRIC MAN HOLE �i I < t ,' C8 -F4 LIGHT POLE 8"4 SAN. SEWER ti� 1 a6 N -128- BLUE SPRUCE ROAD \ cP TB=283.55--_��-- ----- -------�i-_ o TEL TELEPHONE HANDHOLE � --- - �,9�' w,y ❑ TV CABLE TV BOX M�i\ ❑ TRANS 7RANSFORMER ON CONCRETE PAD MB ❑ MAIL BOX - _ _ _ _ _ _ _ AC ❑ AIR CONDITIONING UNIT ON CONCRETE PAD SAN.MH #35 SAN.MH #36 TF=285.21 TF= 289.31 SANITARY SEWER LATERAL R=300.Do,J FL=276J9 FL=280.77 FROM HOUSE TO MAIN LINE L=74.62' 76'-670 0 3.3%t D=1475'02" FL AT MAIN LINE= 276.5t r i F THIS SURVEY AND MAP HAS BEEN PREPARED 1N ACCORDANCE WTH SECT70NS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' 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. f, GRAPHIC SCALE rrrrrrrCON�o���♦ �rrr�'CONN•.�•• TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 '�{� ��,,.,,NFCJ•♦♦♦ ����Q ,,,,,,.,F PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Al Ro G a4,A' � O�M. A L F���OG�_ _ _ MANNARINO BUILDERS INC. ( IN FEET ) , A' IMPROVEMENT LOCATION SURVEY L.S. No. 9344 THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 ,y o- ;,` o. 344 % Cll/lL ENGINEERS ••��oT�4/OENSEO.•\�'�:���� ••.�lq:��CENSE,�.•yo'���� DZEN TREE FARM WINDSOR, C.NNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE a ♦11#f'3/ONAL E'$$$ *��i.��„�� ►r�� WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 9-22-14 ADDED AS-BUILT HOUSE, IMPROVEMENTS, U77LI77ES & GRADES ••., rr LOT 55 - SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 19 BLUE SPRUCE ROAD SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL p 1 IN. = 4o FT. DATE: MAY 12, 2014 D:M0806OPP-55 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN RECEIVED SITE COMPLIANCE CHECKLIST MAY 13 Z014 TOWN �OUTH WINDSOR,CONNE CUT OF � ***** BUILDING PERMIT* * * SOUTH WINDSOR PLANNING DEPT. ADDRESS ( 61�lrt g ,R- Q LOT/UNIT# 55- Reviewed by 6b (Engineering) CONTACT(DEVVG N1�0r d :4)C. Date Reviewed h-3/ ( r v /Denied PH# &O-Zr99— 70Ss Reviewed by (Planning) �f f3 Date Submitted I Date Reviewed S /�) � Denied Reviewed by (Health Dept) Date Reviewed Approved/Denied In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preparer 3. Zoning Information—i.e.zone,open space, tloWway,street address 4. Plot Plan at 1"=40'scale a. Subdivision reference,abutting properties,etc. b. Easements of record C. Lot description,bearings,building lines, distances,area,etc. d. Contours,e)asting&proposed, 1 Or 2ft.interval ✓ where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline of road at driveway f. Elevations of gravity drainage systems,sanitary / &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wedands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance cheddist RLCMVED SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT SEP 2 4 2014 ***** FOR C OF 0***** aaAh*VMW MILAW WBT AWS AGO CV QONURVAT"00M M MON ADDRESS _LOT/UNIT#_SS Reviewed by At�, (Engineering) CONTACT/D Date Reviewed_ 5 prove Denied �/3 PH# Reviewed by__,f_(Planning) Date Submitted q at I Lf Date Reviewed rov Hied �pP _ 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 L� 3. Site work;i.e.trees,shrubs, / dumpsters,required parking _+L 4. Utility location; —� a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. etkrc.,,45 / 5. Sewer connection charge paid 6. Appropriate certification / 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: eA2D ASS ,1�4.Me- s/engineering/molloy/site compliance checklist 201400210 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/26/2014 GIS ID: 11800019 FEE: 10.00 MUNIS APPLICATION# 201400562 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 19 BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW HOME.2,950 SQ. FT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/26/2014 2:52 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000322 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/17/2014 GIS ID: 11800019 FEE: 630.00 MUNIS APPLICATION# 201400555 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MANNARINO BUILDERS INC ADDRESS: 19 BLUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 3F OWNER MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FO NDA!'TION ONLY. SPECIAL CONDITIONS: �� p ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: a„ r. BUILDING OFFICIAL 7/17/2014 12:28 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000323 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/17/2014 GIS ID: 11800019 FEE: 2415.00 MUNIS APPLICATION# 201400562 BUILDING DESCRIPTION: APPLICANT s '. .:. LOCATION NAME: MANNARINO BUILDERS ANC ADDRESS: 19.13LUE SPRUCE ROAD ADDRESS: 400 CHAPEL ROAD UNIT 317 � OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 406 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW;HQME.2,950 SQ.FT. << ,` i.j xp �* �4E SPECIAL CONDITIONS: e ALL WORK TO BE DONE IN ACCORDANCE,WITH TIfE APPLICATION AND PLANS;APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/17/2014 1:16 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400311 TOWN OF SOUTHWINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 07/23/2014 GIS ID: 11800019 FEE: 210.00 MUNIS APPLICATION# 201400562 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ADVANCED HEATING&A/C ADDRESS: 19 BLUE SPRUCE ROAD ADDRESS: 701 NUTMEG ROAD NORTH OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CI,06074 k 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: N HOME.2,950 SQ. FT. ADDING HEAT AND A/C TO NEW HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/23/2014 4:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400269 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/23/2014 GIS ID: 11800019 FEE: 135.00 MUNIS APPLICATION # 201400562 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: T& H ELECTRIC INC. ADDRESS: 19 BLUE SPRUCE ROAD ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,ACT 06074 400 CHAPEL ROAD UNIT 3F SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: N HOME.2,950 SQ. FT. WIRING NEW SINGLE FAMILY HOME. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/23/2014 4:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300490 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 11/14/2013 GIS ID: 11800019 FEE: 15.00 MUNIS APPLICATION# 201301651 BUILDING DESCRIPTION: v. APPLICANT --- ',.,"; LOCATION NAME: T&H ELECTRIC INC. '' f, f ADDRESS: 19 BLUE SPRUCE ROAD ADDRESS: 570 FOSTER STREET, OWNER: MANNARINO BUILDERS INC SOUTH WINDSOR,CT 06074 °1400 CHAPEL ROAD UNIT 3F „ DESCRIPTION OF WORK: TEMP POLE,, SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE,.WITH TI IE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1 1/14/2013 11:10 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400310 TOWN S-UR, C-T PERMIT NUMBER PLUMBING PERMIT DATE: 07/23/2014 GIS ID: 11800019 FEE: 120.00 MUNIS APPLICATION# 201400562 BUILDING DESCRIPTION: APPLICAN \ LOCATION NAME: IMPERIAL PLUMB INC. ADDRESS: 19I3� E SPRUCE ROAD ADDRESS: 648 SULLIVAN AV II OWNER: MANAWN 0 BUILDERS INC P.O.BOX 875 400 CH PEL ROAD UNIT 3F SOUTH WINDSO 06074 SOUT WINDSOR,CT 06074 DESCRIPTION OF WORK: N E.2,950 SQ. FT. D , VENTS, WATER AND GAS PIPING,AND FIXTURE INSTALLATION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCO AWE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/23/2014 4:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE