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03-029 (5) ► 8000 t Tn IM tl n 'l 11 A; .,.1�"';^..,, yQQy �p yy : Id I J tk tuiy 'pp 7- 1, f it gt►c A1 n� \ It 0 e19 • 1 s , 912.10• 0 ��-sue � • ..i i°' CA i to Otto 00 1p Glvacz,tj,8 ., NL 4 M � .r ;, MAScheck COMPLIANCE REPORT APR _ '103 l I Massachusetts Energy Code I Permit I MAScheck Software Version 2 O.k•-Re';ease 3 ( ! I Checked by/Date 1 CITY: 11MA�rNsvMProy STATE: Massachusetts HOD: 6404 CONSTRUCTION TYPE: 1 or 2 F miiy, Detached HEATING SYSTEM TYPE: Other Non-Electric Resistance) DATE: 9-27-2002 COMPLIANCE: Passes Maximum UA - 1339 Your Home - 1056 Area or Cavity Cont. Glazing/Door Perimeter R-Va ue R-Value U-Value UA CEILINGS 2702 38.0 38.0 38 WALLS: Wood Frame, 16" O.C. 6210 19.1 19.0 211 BSMT: Conc. 8.0' ht/7.0' b 0.0' insul 1866 O.0 0.0 405 GLAZING: Windows or Doors 670 0.500 335 DOORS 58 0.350 20 FLOORS: Over Unconditioned Space 1866 19. 19.0 47 HVAC EQUIPMENT: Furnace, 92.0 AFUE -------------------------- ----------------------- ---------------------------- COM?LIANCE STATEMENT: The proposed building desigr described here is consistent with the buildi g plans, specifications, and other calculations submitted with the permit application. The propos d building has been designed to meet the requirements of the Massachus tts Energy Code. The heating load for this gilding, and the coolie load if appropriate, has been determined using he applicable Standard esign Conditions found in the Code. The HVAC equ pment selected to heat r cool the building shall be no greater than 15% of the design load a specified in Sections 780CMR 1310 and J, .4 . Builder/Designer Date � m BERCUME �Z j � 3 0:14a 1of1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 11.1 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End . Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 18' .00" 480. 120. 100% r 9 0 0 9 0 0 18 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 1.75" 2013# 1845# 432# 2276# 2 8'9.38" Wall 3.50" 2.56" 6708# 5269# 1440# 6708# 3 17'6.75" Wall 3.50" 1.75" 2013# 1845# 432# 2276# Design spans 8'9.38" 8'9.38" Product: 2 . 0 RigidLam LVL 1-3/4 x 11. 875 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4224.'# 19905.'# 21% 14.05' Even Spans 100% Negative Moment 5890.1# 19905.'# 29% 8.78' Total load 100% Shear 2749.# 7897.# 34% 8.79' Total load 100% Max. Reaction 6708.# 9188.# 73% 8.78' Dead load LL Deflection .0461" .2927" L/999+ 13.61' Even Spans 100% TL Deflection .0535" .4391" 0999+ 13.61' Even Spans 100% Control: Max. Reaction Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 l 1-413-774-6311 1 1-413-774-6317 FAX KeyBeam BERCUME ��-2- 03/31/03 10:15am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 1000 Member Weight: 11.1 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 20' .00" 480. 120. 100% 10 0 0 10 0 0 20 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 1.75" 2242# 2055# 481# 2535# 2 9'9.38" Wall 3.50" 2.85" 7472# 5869# 1603# 7472# 3 19'6.75" Wall 3.50" 1.75" 2242# 2055# 481# 2535# Design spans 9'9.38" 9'9.38" Product: 2 .0 RigidLam LVL 1-3/4 x 11.875 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5241.'# 19905.'# 26% 15.65' Even Spans 100% Negative Moment 7308.'# 19905.'# 36% 9.78' Total load 100% Shear 3131.# 7897.# 39% 9.79' Total load 100% Max. Reaction 7472.# 9188.# 81% 9.78' Dead load LL Deflection .0709" .3260" L/999+ 4.4' Odd Spans 100% TL Deflection .0824" .4891" L/999+ 4.4' Odd Spans 100% Control: Max.Reaction Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS i� jm 1123 BERNARDSTON RD Copyright(0)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 1-413-774-6311 yma k 1-413-774-6317 FAX BERCUME 03/31/03 KeyBewm 10:01am 1ofI KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: U360 live, L/240 total Dead Load: 10 pif Filename : KYB1 DOL: 100% Member Weight: 5.6 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 11' .00" 80. 20. 100% F ..�:: w �:..`...._. _,.. 11 0 0 11 0 0- Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Dead Total 1 0' .00" Wall 3.50" 1.75" 558# 423# 136# 558# 2 10'6.75" Wall 3.50" 1.75" 558# 423# 136# 558# Design spans 10'6.75" Product: 2 .0 RigidLam LVL 1-3/4 x 11. 875 1 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1473.'# 9953.'# 14% 5.28' Total load 100% Shear 453.# 3948.# 11% .01' Total load 100% Max. Reaction 558.# 4594.# 12% 0' Dead load LL Deflection .0459" .3521" L/999+ 5.28' Total load 100% TL Deflection .0606" .5281" L/999+ 5.28' Total load 100% Control: Positive Moment All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 ur� 1-413-774-6311 1 1-413-774-6317 FAX BERCUME 03/31/03 Key Beam � 9:58am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 11.1 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 14' .00" 560. 140. 100% .. 14 0 0 14 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total a ea ota 1 0' .00" Wall 3.50" 1.84" 4823# 3798# 1025# 4823# 2 13'6.75" Wall 3.50" 1.84" 4823# 3798# 1025# 4823# Design spans 13'6.75" Product: 2 . 0 RigidLam LVL 1-3/4 x 11.875 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 16350.'# 19905.'# 82% 6.78' Total load 100% Shear 4118.# 7897.# 52% 12.88' Total load 100% Max. Reaction 4822.# 9188.# 52% 0' Dead load LL Deflection .4364" .4521" L/372 6.78' Total load 100% TL Deflection .5542" .6781" L/293 6.78' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 n r� 1-413-774-6311 CLl 1-413-774-6317 FAX BERCUME PP�� 03/31/03 Key Beam 1 U 9:55am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 1000 Member Weight: 13.3 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 16' .00" 240. 60. 100% NOr 16 0 0 77 16 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Deaa ota 1 0' .00" Wall 3.50" 1.75" 2438# 1868# 571# 2438# 2 166.75" Wall 3.50" 1.75" 2438# 1868# 571# 2438# Design spans 15'6.75" Product: 2 . 0 RigidLam LVL 1-3/4 x 9.5 3 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9485.'# 20436.'# 46% 7.78' Total load 100% Shear 2190.# 9476.# 23% 14.78' Total load 100% Max. Reaction 2438.# 13781.# 17% 0' Dead load LL Deflection .4222" .5188" U442 7.78' Total load 100% TL Deflection .5512" .7781" L/338 7.78' Total load 100% Control: LL Deflection Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 1-413-774-6311 IL X11k 1-413-774-6317 FAX BERCUME 03/31/03 KeyBeam 9:45am 6 1of1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 8.9 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 9' .00" 540. 130. 100% 9 0 0 9 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Dead Total 1 0' .00" Wall 3.50" 1.75" 2907# 2312# 595# 2907# 2 8'6.75" Wall 3.50" 1.75" 2907# 2312# 595# 2907# Design spans 8'6.75" Product: 2 . 0 RigidLam LVL 1-3/4 x 9. 5 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6222.'# 13100.'# 47% 4.28' Total load 100% Shear 2369.# 6318.# 37% .01' Total load 100% Max. Reaction 2907.# 9188.# 31% 0' Dead load LL Deflection .1306" .2854" L/786 4.28' Total load 100% TL Deflection .1642" .4281" L/625 4.28' Total load 100% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 y rk 1-413-774-6311 1-413-774-6317 FAX it i I I BERCUME /� 03/31/03 Key e 417(/ 9:34am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 8.9 plf Non-standard Loads - Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 8' .00" 240. 60. 100% ,... _.. W �:,"•. E ,: ..,? 3 gyp' '' € ....,sn .,, [ - e 8 0 0 8 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 1.75" 1169# 908# 261# 1169# 2 T6.75" Wall 3.50" 1.75" 1169# 908# 261# 1169# Design spans 7'6.75" Product: 2 . 0 RigidLam LVL 1-3/4 x 9.5 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2208.'# 13100.'# 16% 3.78' Total load 100% Shear 923.# 6318.# 14% 6.81' Total load 100% Max. Reaction 1168.# 9188.# 12% 0' Dead load LL Deflection .0353" .2521" L/999+ 3.78' Total load 100% TL Deflection .0455" .3781" L/999+ 3.78' Total load 100% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 1 1-413-774-6311 EL 1 1-413-774-6317 FAX BERCUME 03/31/03 ey e l 9:32am IofI KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 13.1 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 14' .00" 640. 160. 100% yy 14 0 0 14 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 2.10" 5514# 4340# 1174# 5514# 2 13'6.75" Wall 3.50" 2.10" 5514# 4340# ,1174# 5514# Design spans 13'6.75" F Product: 2 . 0 RigidLam LVL 1-3/4 x 14 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 18695.'# 27103.'# 68% 6.78' Total load 100% Shear 4565.# 9310.# 49% 12.88' Total load 100% Max. Reaction 5514.# 9188.# 60% 0' Dead load LL Deflection .3044" .4521" L/534 6.78' Total load 100% TL Deflection .3867" .6781" L/420 6.78' Total load 100% Control: Positive Moment Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN / LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 y ark 1-413-774-6311 1413-774-6317 FAX BERCUME 03/31/03 Key Beam 9:30am [ 1of1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 40 plf Deflection Criteria: U360 live, L/240 total Dead Load: 10 plf Filename : KYB1 DOL: 100% Member Weight: 25.3 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 24' .00" 460. 115. 100% I „ 24 0 0 24 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Dead Total 1 0' .00" Wall 3.50" 1.80" 7073# 5420# 1653# 7073# 2 23'6.75" Wall 3.50" 1.80" 7073# 5420# 1653# 7073# Design spans 23'6.75" Product: 2 .0 RigidLam LVL 1-3/4 x 18 3 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 41660.'# 67732.'# 61% 11.78' Total load 100% Shear 6172.# 17955.# 34% 22.38' Total load 100% Max. Reaction 7072.# 13781.# 51% 0' Dead load LL Deflection .6252" .7854" L/452 11.78' Total load 100% TL Deflection .8159" 1.1781" L/346 11.78' Total load 100% Control: LL Deflection Design assumes a repetitive member use increase in bending stress: 4% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners - ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD �( Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 l,' yTYldrk 1413-774-6311 1-413-774-6317 FAX BERCUME ,j�j 03/31/03 Key 'X l 1 A_ � � 9:22am 1of1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/ 12 Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 35 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 15 plf Filename : KYB1 DOL: 115% Member Weight: 16.8 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 22' .00" 360. 90. 100% 22 0 0 22 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Dead ota 1 0' .00" Wall 3.50" 1.92" 5033# 3882# 1152# 5033# 2 21'6.75" Wall 3.50" 1.92" 5033# 3882# 1152# 5033# Design spans 21'6.75" Product: 2 .0 RigidLam LVL 1-3/4 x 18 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 27129.'# 43418.'# 62% 10.78' Total load 100% Shear 4332.# 11970.# 36% .01' Total load 100% Max. Reaction 5033.# 9188.# 54% 0' Dead load LL Deflection .5147" .7188" U502 10.78' Total load 100% TL Deflection .6674" 1.0781" L/387 10.78' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 1-413-774-6311 l/�� 1 1-413-774-6317 FAX BERCUME 03/31/03 KeyBeam 9:20am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/ 12 Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 35 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 15 plf Filename : KYB1 DOL: 115% Member Weight: 15.0 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 21' .00" 360. 90. 100% 21 0 0 21 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 1.82" 4781# 3702# 1080# 4781# 2 20'6.75" Wall 3.50" 1.82" 4781# 3702# 1080# 4781# Design spans 20'6.75" Product: 2 .0 RigidLam LVL 1-3/4 x 16 2 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 24576.'# 34814.'# 70% 10.28' Total load 100% Shear 4161.# 10640.# 39% .01' Total load 100% Max. Reaction 4781.# 9188.# 52% 0' Dead load LL Deflection .6061" .6854" L/407 10.28' Total load 100% TL Deflection .7828" 1.0281" L/315 10.28' Total load 100% Control: LL Deflection Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD �( Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 11 y ark 1-413-774-6311 1-413-774-6317 FAX w BERCUME 03/31/03 e e -it— 3 -i— ! ,f-- .{ 9:18am 1 of 1 KeyBearn®Version 4.12 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/ 12 Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 35 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 15 plf Filename : KYB1 DOL: 115% Member Weight: 5.6 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 11' .00" 200. 50. 100% a"ARE 11 0 0 11 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o Dead Total 1 0' .00" Wall 3.50" 1.75" 1350# 1057# 294# 1350# 2 10'6.75" Wall 3.50" 1.75" 1350# 1057# 294# 1350# Design spans 10'6.75" Product: 2 .0 RigidLam LVL 1-3/4 x 11.875 1 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3565.'# 9953.'# 35% 5.28' Total load 100% Shear 1097.# 3948.# 27% .01' Total load 100% Max. Reaction 1350.# 4594.# 29% 0' Dead load LL Deflection .1147" .3521" L/999+ 5.28' Total load 100% TL Deflection .1466" .5281" L/864 5.28' Total load 100% Control: Positive Moment All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 r [41 1-413-774-6311 1 1-413-774-6317 FAX BERCUME 03/31/03 Key Beam 9:13am 1 of 1 KeyBeam®Version 4.12 Member Data Description: Member Type: Beam Application: Roof Lateral Bracing: Continuous Slope: .00/ 12 Deck Connection: Nailed Moisture Condition: Dry Building Code: Other Live Load: 35 plf Deflection Criteria: L/360 live, L/240 total Dead Load: 15 plf Filename : KYB1 DOL: 115% Member Weight: 6.6 plf Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Replacement Uniform(plf) 0' .00" 15' .00" 240. 60. 100% AIMM, AM 1010 15 0 0 777 15 0 0 Bearings and Reactions Input Minimum Worst Case Location Type Width Length Total o ea ota 1 0' .00" Wall 3.50" 1.75" 2233# 1748# 485# 2233# 2 14'6.75" Wall 3.50" 1.75" 2233# 1748# 485# 2233# Design spans `L 14'6.75" Product: 2 . 0 RigidLam LVL 1-3/4 x 14 1 ply" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8127.'# 13552.'# 59% 7.28' Total load 100% Shear 1875.# 4655.# 40% .01' Total load 100% Max. Reaction 2232.# 4594.# 48% 0' Dead load LL Deflection .3034" .4854" L/575 7.28' Total load 100% TL Deflection .3876" .7281" L/450 7.28' Total load 100% Control: LL Deflection All product names are trademarks of their respective owners ED THORN LEADER HOME CENTERS 1123 BERNARDSTON RD Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. GREENFIELD MA 01301 T 1-413-774-6311 ' ymar`k 1-413-774-6317 FAX 6 SQ. FT. o� f\ �+ -- 44CRES w . propose > S 68 33'34" E '52'4 " E` 52.S 66 136.80' Sho f F \ \ � 2819034+ /_ SQ. \ �. 6.4517+ /- ACR ES lk Ik J O P� N `'\, �L • CO lb ui O N \ e, N N %K Oj0 z o l�� A S 32'12'57" W 0 33.58' o� S 19'20'42" E 135.24' N 644820 (pile stones to twin oak) 482.96' ,le 17,44' 269.49 of dopes Y 0 cr s 7r O� lOd o' " APF-01-2003 013.13 LEADER HOME CENTER 1 44 12 Y'(4 to r r.>71 ei MAXIMUM FLOOR SPANS W.- '-ing Stress Design 100%Load D iration 40110 Loading Glued and Nailed simple Spam CJaa(Live Load) Multiple Span LA"N.ive 19s4) rents Dapt 12" 16" 19.2" 24" 12" 16" 19,2" 24" 9 1 i2' 11'0" 16'6" 1 S'7" 14' 1" 19'7" 17'2" t s'a'400 11 We" 21'6" 19'7" 181 2` 16'3" 23'o" 19'11" 18'z" 16'2" x 8) 14" 21 4�. 2211. 20'2" t 8'0" 25'6' 22' 1" 20'1" 1110. 16" 27'0" 24,0111 21, 111, 19'7" 27,11- 23,11 21, 101, 19'6" f'r' 9 1/2" 19'0" 1714, 15'4' 15'4' 20'8" 1411101 17'9" 16'S" /I 11111000 11 ve" 2218, 20'8' 1916, 1111,311 2418, 22'6" 2112, 1911, ((( (=s A) 20'9" 28' t' 23'7" 23'8" 1!'9" r K r7 tc�L t6" I8'7" 26'1 24'1` 23'O" 31'2' 28' 1" 24'9" it's" 11 7/8" 24' 11" 2216, 21'4' 19' 11' 27'1' 24'8" 23'3" 21'8" Its"o 14" 2813" 2S,9, 24'3° 22,8" 30, 101, 219.0., 261s" 23' 11" Q x 4) 16" 31'4" 2816 26'11" 26'1" 34'2' 37' 1" 29'3" 23'11" Design Notes: 1 Spans are based on a compos'te floor with g ued-nailed sheathing meeting the requirements for APA Rated Sheathing and con=orming to PRP 108, PS 1 or PS 2 wit a minimum thickness of 19132"for joist spacing of 19.2" or less and 25/32" for a joist spacing of 24" Adhe vas shall meet APA specification AFG-01 or ASTM D3498, �s shall oe reduced by one foot when th i,sheathing is nailed only. 2 . ,,imurn bearing length shall be 1 3/4"for ind bearing and 3 1i2" for intermediate bearing, 3 Bearing stif!eners are not required when kit Isis are used with the spans and spacings given In this table. 4 The span char is based on uniform loads. Our Guarantee International Beams Inc. manufactures and tests its products to very high quality control standards. We are confident that our P rodu will provide our customers with consistent high performance when handled and installed an eccor •nce with our Installation Guide, We guarantee that our products are defect-free and capable of upporting loads as specified in our product literature for the life of the structure. In the unlikely eve it that you receive a product that has amanufacturer's defect, please contact us to have the problem r nedied immediately. n 1 1= . ~1 APR - I _- TOTAL P.01 t~' CITY`OF NORTIIAIYIPTON 211 MAIN 57;RE:ET- MUNICIPAL BUILDING ►V�3R�IlAi\f1'TON, 1\1.ASSAC[IUSETTS 01060 w ` LV t s • �, _ � ,TN E TT FEE DFMOLII'ION S10.00 ACCESSORY STRUCTURE S3S.00 PRINCIPAL BUILDING r * NEW CONSTRUCTION, -w,TV SAO per square foot for the I" floor /dvX S 20 .. .,2..e floor �7d '/, flOOrS, attic, baSelllcnt, 'g MWC �- INTERIOR STRUCPUi<;',I, AL'PEI:A i-IONS IN MA, USI; GROUPS 55.00 1'cr Thousand doll;irs of estimated cost or friction (Hereof. with a minimum fcc of Fifty Dollars (S50) \\'OODBURNING STO\'LS - 525.00 * NE\\' ACCESSORY STRUCTURES , one hundred (wcm v (120)square foci and over S.10 per square foot with a mininnun fcc of T\vG,t- -r1vc Dollars (525.00) ACCESSORY STRUCTURES. under one hundred and woll.\ (120) square feet S25 00 per inspcclio,I * S\VIMMING POOLS 525.00 FOR ABOVE GROUND 550.00 FOR INGROUND ' * SIGNS AND A\\'NINGS 530 00 * Dccks S50.00 REPLACEMENT V,'INDO\\'S S2� 00 SIDING AND ROOFING - resiticnti:d lter structure S25 00 Tents 525 00 * ZONING REQUEST FORN(S S 10 00 * Home Office/Occupation, Registration REPLACEMENT OF LOST BUILDING PERMIT 525 00 CERTIFICATES OF ANNUAL INSPECTION S75.00 %41NfN4UM — i PERMITS REQUIRING ONLY ONE (1) INSPECTION \'JILL BE A MINIMUM OF 525.00 ALL � OTHERS WILL I-AVE A 550.00 MINIMUM. PERMIT FEES SHALL BE MADE OUT TO THE CITY OF NORTHAMPTON AND SUBMIT TIP \VITA TI IE COMPLETED PERMIT APPLICATION TO THE OFFICE OF THE BUILDING INSPECTOR V'✓ORK STARTED WI1-1IOUT PGZiufI-L SUBJECT TO DOUBLE NORMAL FEE. CHECK OR MONEY ORDER ONLY PAYABLF TO THE CITY OF NORTHAMPTON *Filing Deadline is Wednesdays by Noon DEPARTMEN'I' OF BUILDING INSPECTIONS 413-587-1240......Fax 413-587-1272 I APP-01-2003 08:13 LEADER HOME CENTER 1 41,5 'r'r4 431 ( r. MAXIMUM FLOOR SPANS W.- '"ing Stress Design 100%Load D iretion 40110 Loading Glued and Nailed Simple Spa m L1440(Live toad) Multiple Span 4,141110 Wire Load) eries Dept 12" 16" 19.2" 24" 12" 16" 191" 24° 9 lit" 1810. 1616, 1$171 14' t" 1917. 17'2" Is'a, 14'0` i 18 400 11 7/5" 21'6', i9'7' 18'2" 16'3" 23'0" 19' 11" 13,21 16,21 II+ (2 x ) 14" 24'4' 2211. 20'2" 18,0"_ 25'6" 22 1" 20"1 l' 11'0" 16" 91/2` 19'0" 17'4' 16'4' 1 S'4' 2018, 1#110, 17'9" 16'S" Ig e00 11 7/b" 2218, 20'9" 1915, 19,31, 24'b' 22'6" 21'2" 1911, r((( f s 14" 25'9' 23'6 22'2' 20'9" 28' 1' 25'7" 23'8" } 1 � 16" 21'7" 26'1 24'7' 23'0" 31'2' 28° 1" 2410" 19'9" 11 718" 24' !1" 22'8 21'4" 19' 11" 27'1' 24'4" 2313. 21'a" 11640a 14" 2313, 2s 9 24'3" 22'b" 30, 101, 2a'0" 26's" 23, 114 Q x 4) 16" 31'4" 28,6. 26'11" 25,1" 34'2' 31' 1" 29'3" 23-11- Design Notes: 1 Spans are based on a composite floor with g ued•nailed sheathing meeting the requirements for APA Rated Sheathing and conforming to PRP 108, PS 1 or P$2 wit i a minimum thickness of 19/32"for joist spacing 01 19.2"or less and 25131' for a joist spacing of 24" Aclhes vas shall meet APA specification AFG•01 or ASTM 03498, is shall oe reduced by one foot when th sheathing is nailed only. 2 ,.—imurn bearing iength shall be 1 3/4"for nd bearing and 3 tit" for intermediate bearing, 3 Bearing stiffeners are not required when 1-it ists are used with the spans and spacings given in this table. a The span than is based on uniform loads. _ i Our Guarantee Interrational Beams Inc. manuf cture$ and tests its products to very high quality control standards. We are confident that our produ s will provide our customers with consistent high performance when handled and installed 1n actor ante with our Installation Guide. We guarantee that our products are defect-free and capable of upporting loads as specified in our product literature for the life of the structure. In the unlikely event that you receive a product that has a manufacturer's defect, please contact us to have the problem r -nedied iimmediateiy. TOTAL P.01 of &Naztilamptan M i " DEPARTMENT OF BUILDING INSPECTIONS i INSPECTOR 212 Main Street 0 Mui iciPal Building Nordminpton, MA 01060 r HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as !Js/her construction sup : ,,isor. The staie defines "Honneowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or hvo 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 home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough buildinil inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing& gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date o_ Address of work location 4 ttl 1 f l�O g - 6 411 AClltl6Cttd rzy DEPARTMENT OI' BUILDING INSPECT'ION'S 212 Maur Street ' Municipal Building Northampton, Mass. 01060 NvorYQ-sR'S COMPENSATION INSURANCE AFFIDAVIT (Iic:,nsccJiFrnlittcc) ------- with a principal place or busulesslresidence at � I �.�p) - do 11e1Cb}' ceI-LITy or O I arc an employer providing theollo��.int, '.,'<�r1:cl�s compensation coveraa.c for my etuplovecs working on this job: (InsuranC Comp-ny) -- --(Pclic Number) - - (Ex pir.L on Date) O I are a sole proprietor rt•eneral c�rl,Taclor ur homeo�: ou (circle one) and have Lured the contractors listed below the followina woFkers compen"Lion policies: (Narne of Contnctor) — —(Insu :ice Con:�.:n :Po!ic, Numtcr) Ex; ra cn Datc)- (N.,-mc of Contractor) -- 7nsu:ancc Cor111aliv/Pok), Numtcr) -- (I x::ration Date) (Name of Contractor) Ntuntxr) (I=-x;.:ndoa Date) (Name of Conti-actor) ( cis- r�ra Comr,:�y/Pohcv Numb^J) Date) (ettadt adaiticnil r?;cct tf r•ca•_:vr:cc i r_1x?<i::::x r.:ruK:�ataiuiur'.�X11 r:<f.-❑der•) 12ull a sole plOpfl tUi i-I i have no One '.;'Ork1IiC' fol me- <alli <! hollle 0AvIIC: pCIICi lIlln all rile �'Jo::: iIi`rs lI. NOTE:plcz�ac tic nwarc trial a:ilc t <;xo ti;r_n\1ih <:_:p[cry,r-i :s o c'. a r1^inch c:.:n r m Cr;chair." ±,cn_ not¢rote llnn throo unite is ti{yet t ie h ,k�ulrs rn: cs cc oa L`c p ca^s zppu ten ni thcdo cc x((vxrilly c-tployt:3 uf"cr ill,twee n'�cc ,-:atirn/ :(GI-152.3;(5)).r.r 1:;:.:ic;by a hot:crow rr for c I.cmuc c-C Irr ICS-1"xw,;of an cnployor under tLo Week—,.Cocn;,crY Gen pct I uodc.-tend that a copy of tlui ctntzn—i wuy bo fotun Iod to tbo D-,a L_i of Ind..rsltiel Aoci6nfy Ofl-of II---for tlxo covcttgc Yc ific:i ioo and th-n t f:ilurc to!,curt crovcrtgi to 3 r u cn 25A aT MOT,152 can lead to rho imposition of m ai:1 pci:slics cvosi-sting oft floc of up to S 1.500.00 nct3'cx in prie r r of up to on_)tar and civil pmnitia in dr.f x n of n S!c^^;\Vc Oru !rd s Lrlr of S100.W t diy iraina ttr_. -- Foe dr�;utnrlCsl u.e cr:l y i Pcrrnit Nlrmtx - r - -._- -. -- F ignaturc ofLtc�n;cJPcrnttttre SECTION 8 St ION SERVICES' 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : 'a �A ,,-or — -PPl1!t� dl/�C1 License Number Addressd Expiratio Date Signature Telephone � � Not Applicable ❑ �Reg�s ere li °me�mprbveme`ntL'Contractor� ,r Company Name Registration Number Address Expiration Date Telephone SECTION 10=WORK ERS':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....... ❑ No...... 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 i I SECTfON�5"'�bESCRP�TIONOF PROPOSEDWORK(checkfall aaalicable) a a New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks Sidi g ] Other [ ] Brief Description of Proposed Work: / Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative D Renovating unfinished basement Yes No Plans Attached Roll D - Sheet D IfNewhouse�and orxad'd°ition=t"o�existing4�tousin>7,�comple'te�thefiillowiri�: a. Use of building : One Family v Two Family Other b. Number of rooms in each family unit: /U Number of Bathrooms-� c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? 2 f. Method of heating?F,{ /K'.� iJ �iJ�Gi Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes_.vNo j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? _ 6--Yes No . I. Septic Tank Sewer Private well City water Supply SECTION 7a OWNER AUTHORIZATION -.TO BE COMPLETED WHEN OWNERS AGENT'OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Datey/-755:� as Owner/Authorized Agent hereby declare hat the statements and 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. Print Name Signature of Owner/Agent Date r 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 Building Department Lot Size Frontage O Setbacks Front Side L: R: U,CZ , R:ZaQ Rear s72 �J Building Height 3d-- Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES l/ IF YES, date issued: r�i! IF YES: Was the permit recorded at the Registry of Deeds?/ NO DON'T KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DON'T 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 I-- IF°YES, describe size, type and location: City of Northampton Building Department urGtJt " e_ 21-2 Main Street 5e er S;ept+eA " la Room 100 Wa er/1Ne1 v i No-rthampton, MA 01060 T oSetsoftr. cua phone 413-587-1240 Fax 413-587-1272 Plo /Site�Plans f "" APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION This section to be.completed by office 1.1 Property Address: z Map ✓ Lot y'lJnit S ,'�� (`UGC �� ra.�� . Zone ic Overlay':District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ame Print Current Mailing Address: Telephone gnature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars) to be Official Use Only completed by ermit appI icant 1. Building (a) Building Permit Fee 2 Elec";rical (b) timated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2:+ 3 + 4 + 5) + r p,�� i Check Number b l This Section For Official Use Only Building Permit Number: — Date Issued: Signature: -- ------ — — Building mmissioner/In ector of Buildings Date File#BP-2003-0812 APPLICANT/CONTACT PERSON BERCUME BUILDERS INC ADDRESS/PHONE 25 SYLVIA HEIGHTS (413)549-4270 PROPERTY LOCATION LOT#7-SSA COLES MEADOW RD MAP 03 PARCEL 029 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid D Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 001848 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9WftATION 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 n /,�x 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. 1d RD BP-2003-0812 G1S#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Building Category BUILDING PERMIT Permit# BP-2003-0812 Project# IS-2003-1330 Est. Cost: $244000.00 Fee: $1445.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: 5B Contractor: License: Use Group: R4 BERCUME BUILDERS INC 001848 Lot Size(sa. ft.): Owner: BERCUME RONALD Zoning: RR Applicant. BERCUME BUILDERS INC AT. LOT #7 - 599-COLES MEADOW RD Applicant Address: q Phone: Insurance: 25 SYLVIA HEIGHTS ✓r` (413) 549-4270 HADLEYMA01035 ISSUED ON:4125103 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK 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: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Sisnature: FeeType• Receipt No: Date Paid: Check No: Amount: Building 4/25/03 0:00:00 5090 $1445.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo