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37-106 Wright Builders pup � 1 �( 04, t .>/04 Key ,e Richards /Ting ��� (` "" V ` 1:27pm Yoga Ro I 1 of 1 KeyBeut Version 4.19 I Member Data Description: Member Type: Beam Application: Roof • Lateral Bracing: Continuous Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 35 plf Deflection Criteria: U240 live, U180 total .500" max. LL Dead Load: 15 plf Deck Connection: Nailed Member Weight: 12.8 plf . DOL: 115% Filename : KYB9 _ Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 13' 0.00" 26' 0.00" 35 15 115% 13 0 0 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Brg. LengthBrg. Length Total 115% 100% Dead Total • 1 0' .00" Wall N/A 3.29" 8629# 5982# 0# 2648# 8629# 2 13' 1.75" Wall N/A 3.29" 8629# 5982# 0# 2648# 8629# Design spans 13'1.75" Product: 14" 2.0E G -P LAM LVL 2 ply Minimum 3.29" bearing required at bearing # 1 Minimum 3.29" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 28359:# 30697.'# 92% 6.57' Total load 115% Shear 7097.# 10707.# 66% .01' Total load 115% LL Deflection .3820" .5000" L/412 6.57' Total Toad 115% TL Deflection .5511" .8764" L /286 6.57' Total load 115% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives I AD product names are trademarks of their respective ovrts .;a» Oteary Rugg Weber Ca 24 west St Copyright (C11989.2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Hatfield, MA 01088 (413) 828 - 0028 Wright Builders 'P OOF S VS U4/ l.5 /U4 . yB aT Richards / Ting 1:28pm Yoga Roof d M [p e Y �OOM 1 of 1 :ye Bed Version 4.19 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00 / 12 Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 35 plf Deflection Criteria: U240 live, U180 total .500" max. LL Dead Load: 15 plf Deck Connection: Nailed Member Weight: 16.2 plf DOL: 115% Filename : KYB9 Non - standard Loads . Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 13' 0.00" 26' 0.00" 35 15 115% T 1300 ,f 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Brg. LengthBrg. Length Total 115% 100% Dead Total 1 0' .00" Wall N/A 2.20" 8652# 5982# 0# 2670# 8652# 2 13' 1.75" Wall N/A 2.20" 8652# 5982# 0# 2670# 8652# Design spans 13' 1.75" Product: 11 7/8" 2.0E G -P LAM LVL 3 ply Minimum 2.20" bearing required at bearing # 1 Minimum 2.20" bearing required at bearing # 2 Allowable Stress Design ' Actual Allowable Capacity Location Loading Positive Moment 28432.'# 33740.'# 84% 6.57' Total load 115% . Shear 7349.# 13622.# 53% .01' Total load 115% LL Deflection .4173" .5000" L/378 6.57' Total load 115% TL Deflection .6036" .8764" L/261 6.57' Total load 115% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademaks of their respective Owlets John O'Leary Rupp Luber Co 24 West 5t Copyright (C)1989.2002 by Keymak Enterprises, Inc. ALL RIGHTS RESERVED. Hailed. MA 01088 (417) 828-00:8 1 Wright Builders liCe' , Beam Richards / Ting. Uv I i b HN k l :05pm ' Living Room Coiling t22G -("'j j) , 1 1 of 1 Key13,7 uri' Version 4.19 ` i�1 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total 1.000" max. LL Dead Load: 10 plf Deck Connection: Nailed Member Weight: 13.0 plf DOL: 100% Filename : KYB3 Non - standard Loads i Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 16' 0.00" 6' 0.00" 40 10 100% / 16 0 0 / / 16 0 0 / Bearings and Reactions Input Minimum Worst Case Location Type Brg. LengtlBrg. Length Total 100% Dead Total • 1. 0' .00" Wall N/A 1.50" 2527# 1938# 590# 2527# • 2 16' 1.75" Wall N/A 1.50" 2527# 1938# 590# 2527# - • . Design spans 16' 1.75" Product: 9 1/2" 2.0E G -P LAM LVL 3 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design . Actual Allowable Capacity Location Loading Positive Moment 10199.'# 19248.'# 52% 8.07' Total load 100% Shear 2279.# 9476.# 24% .01' Total load 100% LL Deflection .4892" .5382" L /396 8.07' • Total load 100% TL Deflection .6380" .8073" L /303 8.07' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademarks of their respective owners John Clean Rugg Lancer Co 24 West St Copyright (C)19842CO2 by Keymark Enteronses• Inc. ALL RIGHTS RESERVED. Hatfield. MA 01088 (4t3) 0:6. Wright Builders l✓ t I 1 L(}C ,y'. 04/13/04 IKeyBe ? - Richards / Ting 1:18pm D ining Room Ceiling 6.,4 NL 4 ' t"►" ` 1 of 1 Keyflc iM� Veniori 4.19 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: U360 live, L/240 total 1.000" max. LL Dead Load: 10 plf - Deck Connection: Nailed Member Weight: 17.3 plf DOL: 100% Filename : KYB7 Non - standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start . End DOL Replacement Uniform (psf) 0' 0.00" 13' 0.00" 13' 0.00" 40 10 100% • • 13 0 0 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Brg. LengthBrg. Length Total 100% Dead Total • . 1 0' .00" Wall N/A 1.50" 4387# 3418# 969# 4387# 2 13' 1.75" Wall N/A 1.50" 4387# 3418# 969# 4387# Design spans 13'1.75" Product: 9 1/2" 2.0E G -P LAM LVL 4 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 14415.'# 25664.'# 56% 6.57' Total load 100% . Shear 3858.# 12635.# 30% .01' Total Toad 100% LL Deflection .3493" .4382" U451 6.57' Total ioad 100% TL Deflection .4483" .6573" U351 6.57' Total Toad 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are _'aXemanes of their respective owners John O'Leary Rugg Lumner Co 24 West St Copynght (C11089.2 by Keymant Enteronses. Inc. ALL RIGHTS RESERVED. Hatfield. MA 01088 (413) 626 - 3328 vv l IgIlL ODUUCrS y . Y 1 v1- - 1 1. — 1 ' VY/ I.3/ Vci KeyBe Richards / Ting \ ' D p M 12:55pm Dining Room Ceiling (✓tEa?�11`'■ t 1 F 1 of 1 Keynear0 Version 4.19 Member Data Description: Member Type: Girder Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 pif Deflection Criteria: L/360 live, L/240 total .500" max. LL Dead Load: 10 plf - Deck Connection: Nailed Member Weight: 16.2 pif DOL: 100% Filename : KYB1 Non- standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 13' 0.00" 12' 0.00" 40 10 100% T 13 0 0 J 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Brg. Lengtl"Brg. Length Total 100% Dead Total • 1 0' .00" Wall N/A 1.50" 4051# 3155# 896# 4051# 2 13' 1.75" Wall N/A 1.50" 4051# 3155# 896# 4051# Design spans 13't75" Product: 24F -1.8E 7x9 1/2 1 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13311.'# 21058.'# 63% 6.57' Total load 100% Shear 3562.# 11083.# 32% .01' Total load 100% LL Deflection .3583" .4382" L /440 6.57' Total load 100% TL Deflection .4599" .6573" L/342 6.57' Total load 100% Control: LL Deflection All product names are trademarks of their respective owners John O'Leary Rugg Lumber Co 24 West St Copyright (C11989.2CC"' by Kevmak Enterprises. Inc. ALL RIGHTS RESERVED. Hatfield. MA 01088 (413)626 -0028 - Wright Builders 2 -10 H COK Sy S 04/13/04 eyBearn Richards /Ting b� 51•111Q.1 1:15pm Porch Coiling ( �M 4_17 1 of 1 :pFFleai Version 4.19 Member Data Description: Member Type: Beam Application: Floor . Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 pif Deflection Criteria: U360 live, L/240 total Dead Load: 10 pif Deck Connection: Nailed Member Weight: 8.7 pif DOL: 100% Filename : KYB6 Non- standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 6' 0.00" 7' 0.00" 40 10 100% Replacement Uniform (pif) 0' 0.00" 6' 0.00" 0 80 100% Replacement Uniform (psf) 0' 0.00" 6' 0.00" 14' 0.00" 40 15 115% T T / 600 / 1 / 600 / v ' I Bearings and Reactions Input Minimum Worst Case Location Type Brg. LengtlBrg. Length Total 115% 100% Dead Total 1 0' .00" Wall N/A 1.50" 3715# 1721# 861# 1133# 3715# 2 6' 1.75" Wall N/A 1.50" 3715# 1721# 861# 1133# 3715# Design spans 6' 1.75" Product: 9 1/2" 2.0E G -P LAM LVL 2 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design . Actual Allowable Capacity Location Loading Positive Moment 5707.'# 14757.'# 38% 3.07' Total load 115% Shear 2757.# 7265.# 37% .01' Total load 115% LL Deflection .0539" .2049" U999+ 3.07' Total load 115% TL Deflection .0776" .3073" L/950 3.07' Total load 115% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product raves are trademarks of their respective owners Jom O'Leary Rugg Linter Co 24 West St Copyright (C)1989.2002 by Keyrnarh Enterprises. Inc. ALL RIGHTS RESERVED. Hatfield. MA 01088 (413) 828 - 0028 Wright Builders( -{-c' 04/13/04 iKeyBe r Richards / Ting ,-p 1:08pm Garage Door Header r�j� (} � D 1 of 1 • KeyBeanii0 Version 419 Member Data Description: Member Type: Beam Application: Floor • Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Deck Connection: Nailed Member Weight: 8.7 plf DOL: 100% Filename : KYB5 Non - standard Loads • Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (plf) 0' 0.00" 16' 0.00" 40 10 100% T / 16 0 0 ' / 16 0 0 / Bearings and Reactions Input Minimum Worst Case • Location Type Brg. Lengtl"Brg. Length Total 100% Dead Total • 1 0' .00" Wall N/A 1.50" 474# 323# 151# 474# - -' 2 16' 1.75" Wall N/A 1.50" 474# 323# 151# 474# Design spans 16'1/5" Product: 9 1/2" 2.0E G -P LAM LVL 2 ply Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading . Positive Moment 1913.'# 12832.'# 14% 8.07' Total load 100% • Shear 427.# 6318.# 6% •.01' Total load 100% LL Deflection .1223" .5382" U999+ 8.07' Total load 100% TL Deflection .1795" .8073" U999+ 8.07' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademarks of mer respective owlets JcAn Oteary Rugg lumber Co 24 West St Copyright (C)1989•2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED. Haaletd, MA 01088 (413) 826.0028 - Wright Builders ('' 1- W(.4. - y.) vµ is /u4 ' riKeyBe,am Richards / Ting 1:10pm Living Room Floor r7a6 M. k- V(N1(NtFM 1 of Keyf3eanyA Version 4.19 ' Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: L1360 live, L/240 total 1.000" max. LL Dead Load: 10 plf Deck Connection: Nailed Member Weight: 10.8 plf DOL: 100% Filename : KYB4 Non- standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform (psf) 0' 0.00" 13' 0.00" 13' 0.00" 40 10 100% , r , ii 13 0 0 13 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Brg.LengthBrg.Length Total 100% Dead Total ' 1 0' .00" Wall N/A 1.65" 4344# 3418# 926# 4344# 2 13' 1.75" Wall N/A 1.65" 4344# 3418# 926# 4344# Design spans 13' 1.75" Product: 11 7/8" 2.0E G -P LAM LVL 2 ply Minimum 1.65" bearing required at bearing # 1 Minimum 1.65" bearing required at bearing # 2 Allowable Stress Design Actual Allowable Capacity Location Loading . Positive Moment 14274.'# 19559.'# 72% 6.57' Total load 100% Shear 3689.# 7897.# 46% 12.49' . Total load 100% LL Deflection .3577" .4382" L/441 6.57' Total load 100% TL Deflection .4546" .6573" L/347 6.57' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives M leoeuct names are trademarks of their respective owners John O'Leary Rugg Lumber Co 24 West St 03pyrtght (011989.2022 by Kevrnak Enterprises, Inc. ALL RIGHTS RESERVED. Hatfield, MA 01089 (413) 626. coo Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non - Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range (F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure /Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 75 PA or 1.57 lbs /ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities /spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] 1 HVAC piping conveying fluids above 120 ° F or chilled fluids below 55 ° F must be insulated to the 1 levels in Table 2. For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 11. Window: Ting Slider F: Metal Frame, Double Pane with Low -E, U- factor: 0.510 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 12. Window: Ting Slider F: Metal Frame, Double Pane with Low -E, U- factor: 0.510 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 13. Window: Ting Slider F: Metal Frame, Double Pane with Low -E, U- factor: 0.510 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 14. Window: Ting Type G: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 15. Window: Ting Type G: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 16. Window: Ting Type H: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 17. Window: Ting Type H: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 18. Window: Ting Type I: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 19. Window: Ting Type J: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door #1: Solid, U- factor: 0.240 Comments: [ ] 2. Door #3: Solid, U- factor: 0.150 Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -19.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L /s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb DATE: 05/14/04 TITLE: Richards Ting Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation Continents: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R -20.0 cavity insulation Comments: Windows: [ ] 1. Window: Ting Type A: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window: Ting Type A: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 3. Window: Ting Type A: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 4. Window: Ting Type B: Metal Frame, Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 5. Window: Ting Type C: Metal Frame, Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 6. Window: Ting Type C: Metal Frame, Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 7. Window: Ting Type D: Metal Frame, Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window: Ting Type D: Metal Frame, Double Pane with Low -E, U- factor: 0.330 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 9. Window: Ting Type E: Metal Frame, Double Pane with Low -E, U- factor: 0.350 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 10. Window: Ting Type E: Metal Frame, Double Pane with Low -E, U- factor: 0.350 Window: Ting Type G: Metal Frame, Double Pane with Low -E 11 0.350 4 Window: Ting Type H: Metal Frame, Double Pane with Low -E 24 0.350 8 Window: Ting Type H: Metal Frame, Double Pane with Low -E 24 0.350 8 Window: Ting Type I: Metal Frame, Double Pane with Low -E 6 0.350 2 Window: Ting Type J: Metal Frame, Double Pane with Low -E 11 0.350 4 Door #1: Solid 31 0.240 7 Door #3: Solid 19 0.150 3 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1060 19.0 0.0 50 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 Massachusetts Energy Code requirements in RES checkVersion 3.5 Release lb (formerly MECchec/I and to comply with the mandatory requirements listed in the RES checklnspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified i Sections 780CMR 1310 and J4.4. Builder/Design. iA ` NIIWL ° Date U • Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files \Check\REScheck\Richards Ting.rck TITLE: Richards Ting CITY: Northampton STATE: Massachusetts HDD: 6404 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non- Electric Resistance) DATE: 05/14/04 DATE OF PLANS: 5/5/04 PROJECT INFORMATION: New Home COMPANY INFORMATION: Wright Builders COMPLIANCE: Passes z S e? k Maximum UA = 381 ,0 �' Your Home UA = 377 1.0% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1069 38.0 0.0 32 Wall 1: Wood Frame, 16" o.c. 2512 20.0 0.0 120 Window: Ting Type A: Metal Frame, Double Pane with Low -E 21 0.350 7 Window: Ting Type A: Metal Frame, Double Pane with Low -E 21 0.350 7 Window: Ting Type A: Metal Frame, Double Pane with Low -E 21 0.350 7 Window: Ting Type B: Metal Frame, Double Pane with Low -E 32 0.330 11 Window: Ting Type C: Metal Frame, Double Pane with Low -E 21 0.330 7 Window: Ting Type C: Metal Frame, Double Pane with Low -E 21 0.330 7 Window: Ting Type D: Metal Frame, Double Pane with Low -E 27 0.330 9 Window: Ting Type D: Metal Frame, Double Pane with Low -E 28 0.330 9 Window: Ting Type E: Metal Frame, Double Pane with Low -E 12 0.350 4 Window: Ting Type E: Metal Frame, Double Pane with Low -E 12 0.350 4 Window: Ting Slider F: Metal Frame, Double Pane with Low -E 41 0.510 21 Window: Ting Slider F: Metal Frame, Double Pane with Low -E 41 0.510 21 Window: Ting Slider F: Metal Frame, Double Pane with Low -E 41 0.510 21 Window: Ting Type G: Metal Frame, Double Pane with Low -E 11 0.350 4 9 10 W DLL. DAVA ,A. �\\ / WETLAND \ \ / � N / > ,\ / \\ 11A N 9A \ \ ( ., \ \ \ i 7 CAN° \ 11 , ' \\)/ / I , OPEN SPA / F \ \ ,J \ / LANDSCAPE ARCHITECTURE 12 I I 10 9 /` ` �C�\ \\ \_ — / ENVIRONMENTAL DESIGN ,)/ , I :> / ■ � �— COMMUNITY PLANNING 13 \,_.-- L--.1 // / �� \ 28 c \ ❑ ❑ ❑ (/ _ o _ / , / ; \ \ I 158 NORTHAMPT STREET - - \ EASTHAMPTON, MA 01027 , 7 \ \ TEL 41 3.527. 14 77, _ FAX. 41 3. 527.6389 7 ' OFFICE ©CANONLA.COld 6 �:':-�'.': \ ... - _,:":":/: - :".':"...•, . . � % \ Y 5 ,/ 27 LANDSCAPE A RCHI I LCT ,.... 19 1 ,` \ \ 7 \ G .0011,11wituu1/4 1 ..... ...... x....:'.'17 _. ' 20 , 1 4 J ____,2,N \ \ �r� 1 ,,i./ A, T J r �' ` �• /" ` ' � — l \ 26 ' \ 26A - _ ci a %-1 '.1611..• _ - 22 ✓- \ , �s _� - ''� 14)) ^a . 656 2 , . , . SHEET URIENTAl10N 1 ■ 23 .- ----2\ / • / �� �i i , �� jf�Sa `;‘>;. '° 1!%''•- - \ 21A � . CONSULTANTS `� �' 25 i".200' F :RAC Mo1ES ■G LOT 16 & 17 WERE CREATED AND APPROVED UNDER DEFINITIVE BDIVISION PLAN ENTITLED "ICE POND RESIDENTIAL SUBDIVISION" EPARED FOR TIIE COMMUNITY BUILDERS, INC. AND AS PREVIOUSLY PROVED BY THE NORTHAMPTON PLANNING BOARD. POGRAPIIICAL INFORMATION TAKEN FROM ICE POND RESIDENTIAL BDIVISION DEFINITIVE PLANS DATED DECEMBER 16, 2002 AND JISED APRIL 30, 2003. OPERTY LINE DATA TAKEN FROM PLAN ENTITLED "DEFINITIVE SUBDIVISION 114 NORTHAMPTON, MASSACHUSETTS" PREPARED FOR THE COMMUNITY E ILDERS, INC. DATED DECEMBER 16, 2002 AND PREPARED BY E.B. _ LMBERG & ASSOCIATES, LAND SURVEYORS 87 UNION STREET, ifHAMPTON MASS. TEL413.529.1700. Permit No. D45 - 04 A Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: �rjl1► ��,�, Petitioner Wright Builders, 413 - 58608287 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. cc: Building Inspector "' 1414 ' , CITY OF NORTHAMPTON, MASSACHUSETTS %'` �.Tti DEPARTMENT OF PUBLIC WORKS op 1 1 , 11. 4 41v,ii , 125 Locust Street 41 Northampton, MA 01060 413 -587 -1570 Fax 413 - 507 -1576 Samuel B. Grinds, P.E. Director, City Engineer Gullford 13. Mooring, P.E. Assistant Director of Public Works BOARD OF PUBLIC WORKS DRIVEWAY PERMIT • GENERAL INSTRUCTIONS AND REGULATIONS 1. A "Driveway Permit" is required in all cases where a new curb cut or an alteration to an • existing curb cut is proposed on a City public way. 2. Driveway permits issued by the Board of Public Works (BPW) shall be attached to and . become part of the "Building Permit" issued by the Building Inspector. 3. Prior to the issuance of a "Building Permit" the owner of any lot to be serviced by a new driveway shall apply to the BPW for a "Driveway Permit" by completing the pertinent portions of the permit (see attached). Once the location of the driveway is approved by the BPW, a building permit may be issued. • 4. The Building Inspector shall not issue an "Occupancy Permit" unless the driveway to the lot has been approved by the BPW. 5. By the issuance of a driveway permit for the stated location, neither the City of Northampton nor the Department of Public Works imply that no drainage problems will result with the driveway when constructed. Properties situated or driveways installed in low lying areas in the path of the natural drainage will be subject to water problems. These problems may include water sheeting across roadways adjacent to the driveway. The City and the DPW assume no responsibility for any such drainage problems. The owner of the property is responsible for constructing and maintaining the driveway with adequate provision for natural water runoff situations. • 41 muel B Brindis, P.E. Director of Public Works . C:AIvtyFiles\Lynt\Driveway Permit General Instructions s COMMON DRIVE • Permit No. D45 -04 A CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 03-10-04 FEE: $25.00 CHECK #: D45 -04 THE BOARD OF PUBLIC WORKS ■ The undersigned respectfully petitions your honorable body for: , a � � ,< < Permission to install a driveway at 64 Ice Pond Drive a ` - ,s Atl des p :C r .r.. Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City of Northampton in the event of a washout of this driveway. By: r Wright Builders 48 Bates Street, Northampton Telephone #: 413 - 586 -8287 Proposed Location -- Inspected By: �f lI J7 �l�' Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. George Andrikidis Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) cc: Building Inspector MUNICIPAI,*SE'ER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 587 -1570 A Department of Public Works Trench Permit shall be require prior to any construction or connection activity associated with this application. Location: 64 Ice Pond Drive Lot 16 Inquiry Made By: Wright Builders 413 -586 -8287 Date of Inquiry: 05/14/04 Municipal Sewer Main in Front of Location: Yes X No Municipal Storm Drain Available: Yes X No Size of Sewer Main: 8" Material: PVC Age: new in 2003 Depth of Sewer Main: 6.0 Size of Service Connection: 6" Comments: . The City of Northampton has not accepted responsibility for the Maintenance of the sewer main and service connections as of this date of inquiry. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. Storm Drain Concurrence Joseph Thomas, Superintendent Douglas McDonald, Enviromental Planner Streets Department Engineering Department cc: Ned Huntley, City Engineer Anthony Patillo, Building Inspector MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 587 -1098 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 64 Ice Pond Drive Lot 16 Inquiry Made By: Wright Builders 586 -8287 i Date of Inquiry: 05 -14 -04 Number of Type of X_ Single Family Type of X_ Private Units: _1 Unit(s): — Accessory Apart. Ownership: — Condo Multi- family _ Rental (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes X No: site? Yes: X No: Size of Water Main: 8" Material: DI Age: 2003 Approximate Static Street 65 Flow Test Conducted: Yes: No: X Pressure: If done attach results Size of Service Connection: 1" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. The City of Northampton has not accepted responsibility for the maintenance of the water main and service connections as of this date of inquiry. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. - • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of orking days notification. • Al ork shall c to Northampton Water Department specifications. / -,. / 6), As//... David W. Sparks, Superintendent of Water cc: Ned Huntley, . City Engineer •11pr 27 04 12:58p Keith 413 - 562 -1681 p. 2 Western Mass Truss, To: 1 100 Apremont Way Ql IOtatIOn \ Westfield, Ma 01085 Wright Builders / Chuck Miller P,O. Number Phone: 413- 562 -3861 Fax: 562- 1681 48 Bates Street Page: 1 Project: Block No: Northampton, Ma 01060 Date: 04-27 -2004 - 1:55:05 FM Model: Lot No: Project ID Richards Contar,: Site: Office: Deliver To: Account No: 1000000096 Name: Chuck Miller Designer: kbc - Phone: 413 -586 -8287 Salesperson: Keith Cressotti Fax: 413-5137-q776 Quote Number: TPnt f2eliv,ery i)atP: . . . . - Profile: Qty :Truss Id: Span: Truss TypeSlope: LOH ROH 1 GBLO1 24- 0- OGABLE 6.00 1 - -0 : 1 -0 -0 s '''' — ' ' 2X4/2X4 0.00 ��� II 1 GBL02 14 - 1 - GABLE 6.00 1 - 0 - 0 1 - 0 0 ./2X4 0.00 ,:-j K .� ` 1 GBLO3 26 - 0 - 'GABLE 6.00 1 - 0 - 0 1 - 0 - 0 1? � _?' 1' 1 : ``^ 2X4 2X4 0.00 • 1)=" : __ ,-. J 1 GBLO3A 26 - 0 - ' GABLE .6.00 1 -0 -0 1 -0 - i I .f /2X4 0.00 ' -- 5 MO1 6 -0 - MONO TRUSS 6.00 I1 -0 -0 0 -0 -0 „2X4 /2X4 _,. 0.00 j% 1 MOJA 6 - - MONO TRUSS 6.00 1 -0 -0 0 - - `�� 2X4/2) S .00 Yfi ., .. ... \�' � 6 MO2 26 -0- • COMMON 6.00 1 -0 -0 0 -0 -0 . _ _. 2X4/2X4 0.00 e <7,4- '` ', .- ..., \-7 1.1 T01 24- 0- 'COMMON 6.00 1 1 -0 -0 1 -0 -0 I 2X4 2X4 0.00 i� 1 ' tt / �� 3 T02 14 - 1 - . COMMON 6.00 1 -0 -0 1 -0 -0 �/ 2X4/2X4 0.00 ! ,,-'' 11 T03 26 -0- COMMON 6.00 I1 - - 1 - - =— -- 2X4 X4 1 X 0.00 . �`i• .F y 1 TO3A 26 - 0 - COMMON 6.00 1 - 0 - 0 1- 0 - 0 ' � , Vie 2X4/2X4 0.00 MISC. ITEMS 1 Quantity: Description: /� , t � ” 84 RT -7 Hurricane Ties ) - `y V � L 180 Mitek Stabilizers / Replaces wood lateral bracing t 3 ( 212 Please read the following carefully then please sign and date below. It is the customers responsibility to provide clear access to site. Our delivery truck needs to get in, deliver and get back on the road. All deliveries have a 1 Hr window to unload the trusses. If more time fs needed due to problems which are not due to Western Mass Truss the customer will be billed accordingly. Signing this document confirms that the trusses shown above have the correct Spans, Loading, Pitch, Quantities, Profile, and Overhangs. Prices may change without notice. Prices include trusses, truss to truss hangers and delivery. Balances due are subject to 1.5% per /mnth finance chrg. All cost due to collection for balances due are the responsibility of the customer ACCEPTED BY DATE • ■ 1 ! I . co - • r -11111101111.111:11M -, 1 : 1 • . 12- . ..... • , . •••••., Ile ' M I / ( k y . r — - --- - - - . .1 . ; ■ 1.-... 1 .• ! li I . i - B : • + i TO3A . ....—, : : _ 0 a) It -i.r.._ ,) i r . .,1. ; -1 I CD 1 I 1 Jen .-1 , _ _ 1 CV 1 • ■ . ,r--• — _ -- .., I._ CO III 1 Cr) r .._ .....,. \ . i. • 1 , .., 1 ICSD 1 . • ... ....., __. „.. a) _ . • . i . 0 • , , - ;CD I --- I /-- ....,/ / I : I ■ . 1 1 1 . ' , • ■ : 1 / -- . _- , ' I / .1 I . . ... __L.'S. . •-. / i . . • , i I I , I ._. ........„ . I i 1 _ . . - . : 1 0 , . . I 4. •o-1 i 1:1•I . Y 1 -.- _ 1 GBLO3A III cu . • TRUSS PLACEMENT PLAN _ rz..tnr,11■:1 of . 011 V.+, twrit;:zr. Trie:tv,r.6: 1 , ps ha:11,1 wIth extrcm f.,c :lei. ? LI ect*.t :2 ,.1.1:-... - EIG.D1.• NI- !.." .41,-.g1W CI' p',‘In or.v..0 0: to, e P,....cn, e•entle, tr.,..ee, pryer: ,,nr:!e c/ fericral e;yy telf:r le VA*. ee,pf-rm ,:r / \ -.`,:•. Wri ht Builders 0 . ,e ce.le ,2,1 t, ••er rrofet,nol on.mt ,l, do? ,:o*,,,, i,r cc., s..c.t , ,4,11,,, , 4 relurtne Iv, Tteee c Au ot.fee ye -,•:'' // '', ''... " - Z:•.. Wk. RIM . _. Xi e I I leo: r1,3 e'e.t. , ...I,e /ell, red .,:', re.ent scr;11 t411!I In crCe f r [14 ENGI`IFf% a nCg.I7D t 1. adevete:y . MASS TRUSS, N •.: I•VV 4 tret Op": al lot Tru,e, tI,II n ern CH the eerr•et.ej ..trtr.:1, c,it:li,r r,I m.m.vilq c:nlv,:t. i, ..7:-.' cv _...._____ . -• ■:. fa,stnr, n1 It rc.p. ,r,1 r,r1 r041trn V;;..,01 , t •I,1 :re 4 ..,::: II. f eoicr.,,,11 iGf •...... i.ney ol ttt r (rant '''' 10014 W_ye Office : 413-572-3956 ' WV OKA, • le,th rg 1, nal ed. tr...ete..e.r,,.7 V: rr:ed 5: 21' . .1` , ..1! . .4 UM, r MI r Ter i 1 ice . t.II Trts5 I,W..",, Wozniak'. MPi. 01055 Fear: 413-582-1551 rciso L G, tenter 01.7emp, Yektre re re. • r b uttc,r. C12 ,If4thaa V; 6/.1 er4. 'talk! ,,,y ,t Kr fG;•.,,,1 I. 101 «0 In td : ?fs ar c stv. : e 2 t ITY ir,{ i ,ril,,r 1 must n . ,:t IC , e 'I t .eveeeel y •rc . Mter,e, E77_ -..',..._"" ', ,./___124;., - t614 I DATE I DRAWN-11Y 06B-Nt rK `:4 w,, t r . x j61r �.a�,•d. (, 1 'x „,••4 , s N X 60 ) irillO . ''''''' 7 i''. - l`i \ ` d S A r' Sz r r - 40 ` ° r 0 b 13 iffir , . 6 — — — _ . ill - -., 0 '.,' Aiorit ,,,,,,,,,...., ......„ 4,k,... , . . ,,. i I� 3 • r!' ( � `� 6 ,! "„;,-2,....-.. - t . • 7 in :� 4A { . 1 19 t . .... -.- -- -'' --11:: - 82 1 , 4,- 7 • en t� 1� 2 , 9z. - • 1 6A 17 • : --. • a we 6 ; c, P� � ':_ 9 % *1 r'. i . f / :',1 ::;:::11:-.4"-' (n $ r • � 2 2 \ 2 f 8 ;3 i Y. 2 17A , ,. Litt cf W arihain tort - +1 DE ? OF 3L'ILDING INS2Zt77iCNS ~\�S INSPECTOR 212 Main Street Municipal Building Northaznotor., Mass. 01060 `= �c :are c cccaca L-cL:no Ewe. ^er.t @ IJ 1st _ _ -cr @ ,V50 I p 0 �v 2nd _ =ccr @ ••?)() I la 3 2- 1 1/2 Floors, Atcic, Garage ,15 V2-7 . � 2_41 Deck, Porches • )5 915 (4- to fbiNlD Iii t • • • • • • SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction � Supervisor: Not Applicable ❑ Name of License Holder : 1� 1! I - 1 �,t V �l� C S " 7 - tp License 4 r" S ST 1\ ,�on �eI tic Address J Expiration Date 4i - SC3te 2 b Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ WAff t ' c;r1M — [ I o - 3tp Company Name Registration Number gP<T i t- P KA (24101- Ad5re s Expiration Date Telepho e -c (0 $Z�1 SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes X No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House IA, Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [IL] Siding [El] Other [D] Brief Description of Pro osed Work: Nfl,W 2 s VAe w V1/411 Y1ed ()GLy - �i Alteration of existing bedroom Yes )(No Adding new bedroom Yes / 1 N Attached Narrative Renovating unfinished basement Yes N9 No Plans Attached Roll - Sheet 6a., New house and or addition to existing housing, complete the following: a. Use of building : One Family ) ( Two Family Other b. Number of rooms in each family unit:_ 1 Number of Bathrooms 2' c. Is there a garage attached? 1 V5t , Z129 litl d. Proposed Square footage of new construction. = 2 Dimensions igt rc c e = 2.4 ZZ e. Number of stories? 14 tpAS e- 1 -v1 f. Method of heating? G15 W O,irY►' Ni Fireplaces or Woodstoves __'_5 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? Live, S h. Type of construction c e' i. Is construction within 100 ft. of wetlands? Yes x No. Is construction within 100 yr. floodplain Yes _ No j. Depth of basement or cellar floor below finished grade J o k. Will building conform to the Building and Zoning regulations? ) Yes No . I. Septic Tank City Sewer ' Private well City water Supply '- SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, SV\ ttk 1v 1ectC' W»» A ci 41 " , as Owner of the subject property { 1 hereby authorize L OV � U 'N e \ � W Yl (t1 l 1 Vl l 1 d l" (5 to act on my behalf, in all matters rela 've to wok authoriidd by this buildi permit application. x Si ature of Owner Date I /7 t I, ∎ U\J ' t ag ' ..t ck : l S , as OwnerlAuthorized ' ereby declare that the st- tements -nd information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. V `o l,,,- Print Name K / i-Vd r l\ c - N. ( - Signature of Owner /Agent Date Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by __ ��jj Building Department rr T Lot Size , 4W , 410 00t Frontage HeecvEo RA6 txT Setbacks Front, 6 Side L: R: L: 1Z R: (4 qC Rear (' Building Height Bldg. Square Footage % iiotr.,E 15th NsiE : 19 ,6 Open Space Footage % 'WIN Wit (Lot area minus bldg & paved '6.,37521- i parking) l ` # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO DONT KNOW 1• YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO Y- DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ?YES No IF YES, describe size, type and location: ®artment use only City of Northampton ( a,,, Building Department CurbC , give' 212 Main Street ; 3 MAY Room 100 Wa erMIet Aval a • � Northampton, MA 01060 TW. ' = • ' sturat : fans phone 413- 587 -1240 Fax 413- 5237 -1 Bf; NORINA f: >_ APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION 1.1 Property Address: This section to be completed by office LOT 1 6 1 #(04 tct PtSI1b .1)pv6 Map Lot ,, � e2 t.0 Unit uf- t' f nn r l i Mpr Zone Overlay District EIm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: Name (Print) Current Mailing Address: Telephone " i2 Signs re �j °Cj c ii - v - 7 2.2 Authorized Agent: P1 Qrp k- t.6btn a:l., I \lq'e-1 t7WT PSG I U QS 4-fb 1 S ST ji 0 A( - b f Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (6-;) (b) Estimated Total Cost of "� Construction from (6) 3. Plumbing `t t — Building Permit Fee 4. Mechanical (HVAC) t Ca 5. Fire Protection `� I v e) 6. Total = (1 + 2 + 3 + 4 + 5) 2 1 9 ) D . _ 0 C Number / Su'" / 7S This Section For Official Use Only Building Permit Number: '"! 4_, I Signature; Building Commissioner /Inspector of Buildings Date . s File # BP -I004 -1162 APPLICANT /CONTACT PERSON Wright Builders ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 PROPERTY LOCATION 64 ICE POND DRIVE - LOT #16 MAP 37 PARCEL 106 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid /Yo V/ .0 - Tvpeof Construction: CONS RUCT2 STORY SFH W/ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 047146 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN_ F9RMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Co 'ssion .,1`:;--14/4ii---4-- - 2-6 2‘,04 Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. boy _ ; � j r Itg 3Qf cir ±11 fl ip f tr 3~4'4 l i t � t � _.' �, 8SS 8t1 (IISttt9 • - DEPARTMENT OF BUILDI. TG INSPECTIONS �i INSPECTOR 212 Main Street e Muuicipal„Building � ,s Norttnunpton, MA 01060 us ' CERTIFICATE of OCCUPANCY and USE „ This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allokving the occupancy or use of the premises or structure or part thereof located at 64 Ice Pond Rr - Lot #16 as shown on the Assessors Page# 37 , Lot# 106 , Zone SR . in the City of Northampton, as herein specified: s CONSTRUCTION TYPE(780CMR 6) 5 B USE GROUP CLASSIFICATION (780 CMR 3 - R4 OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF 30 PSF LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF Under the following limitations, special stipulations, and /or conditions of the permits: - Issued this 24t day of January , 2 05 Certificate of Occupancy and Use - BP 200.5 Authorized Department Personnel Electrical 1,, 4 ,,�� Elev ator „....., Fire ' i- Plumbing l . ,� _ - .. Build Building ” • ing t. „ ./ __,,,,,,____,,, . Gas L .`� : r_ >. _ �� _ _ _ ■ Building Commissioner This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, 1, R - 1, or R -2 per requirement of 780 CMR section 120.5 Posting Structures. . . I _ ___ __ ___ - - - -1-ft77i7g74 , ., '7.77 ir - • • 7- ' ;77 74 _ - kk 4 '/"-7 7 ' 5 :.„ _ - 57 = '.77...r - = i T _ - . _ - - _ - - - _ _ — - - - - ' - - , 7-7777- "-7-=7„7-71-7,775...---77-77,-. ' - -7 - - E.517 - _ . — - - _ - _ , - 77 .7.-7777,7„--7-7..77-7 - - - - - _ _ - - - - = - - T . 44, - • 5 555 , 55,5 5, 5 5 .5 55 ,■15 55, , _ 4-7 - - - - - " = 5 ,7". 7'71- 7 7:- 11.:1 1JT - - - - - - - - - - 1 4L - slz,t r.- • - - . - 11" - - --;7r , i 64 ICE POND DRIVE - BP- 2004 -1162 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 37 -106 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit it BP- 2004 -1162 Project # JS- 2004 -1754 Est. Cost: $219015.00 Fee: $975.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 Wright Builders 047146 Lot Size(sq. ft.): Owner: SWEET MEADOW PROPERTIES LLC Zoning: SR Applicant: Wright Builders 4 AT: 64 ICE POND DRIVE - LOT #16 Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 Workers Compensation NORTHAMPTONMA01060 ISSUED ON: 5/27/04 0: :00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT2 STORY SFH W /ATT GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: ,� Footings: � Rough: x ,, , % Rough: i , j 7' House # Foundation: 1,-)-(51-- �r r », -r _ s '7 - , .l1 ri a Driveway Final: i oir - 7-p-/-04-2 +� Final: Final: J ) . ;AZ /7 4 Z ii /..:-- ,L1.i - Rough Frame: c yt , - 3 v"a Gas: Fire Department Fireplace /Chimney: Rough:/ 1 ' .5'09 ,," \ Oil: Insulation: C,,r I/ 6 -13 'C271 -� .` �k' _ Final: 1 - 61 D .a Smoke: — f 1 1,, ,,::, , i _ fs „4 Final: ( OK 1- y7— G8�` - ��� THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATIO OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy O Si gnature: FeeTvpe: Receipt No: Date Paid: Check No: Amount: *30- -DAY- TEMPORARY- - OCCUPANC– --> XgIRES- 2/5- 05 Building 5/204 0:00:00 18541 $975.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo s , ‘ fr(dr / -7/5_4(10 (7 ,-- t /17 - /7.72(;7/1 (( y// ' „1,j_37 tvidp _tar/ Vo '2/22c v -fl ry (1 f 7 V/-1 V/ snairn ‘--9044/81ivn llibiL% SON T NVP aatua;d.... ,v hoo dfg y-(7 64 ICE POND DRIVE - LOT #16 BP- 2004 -1162 GIS #: COMMONWEALTH OF MASSACHUSETTS Map :331oL :k:37 - 106 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2004 -1162 Project # 3S- 2004 -1754 Est. Cost: $219015.00 Fee: $975.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 5B Contractor: License: Use Group: R4 Wright Builders • 047146 Lot Size(sq. ft Owner: SWEET MEADOW PROPERTIES LLC Zoni12g1_ Applicant: Wright Builders AT: 64 ICE F'!-:ND DRIVE - LOT #16 Applicant Address: Phone: Insurance: 48 Bates St (413) 586 -8287 Workers Compensation NORTHI MPTONMA01060 ISSUED ON :5/27/04 0:00.00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT2 STORY SFH W /ATT GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: ��© / / Footings: � 7 Rough: `/� , 15 � ' IRough: q.Z2 0 �j House # Foundation:6 -r _ /,9 Driveway Final 14-0 ai , 7 _ Final: ( l��i5� ��� Final: / 1 f,:,,r1I L {— 1 F, / Rough Frame:0 k F» 4 '1 °X /// Gas: Fire Department Fireplace /Chimney: Rough:// '6" Insulation 6-1-3—C)) � - Final: / "- o.S K Smoke: 4.- I,— THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLAT OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 5 /27/04 0:00 :00 18541 $975.00 • 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Conurussioncr - Anthony Patillo