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38D-066 (2) F:e \Build Structurer 2.3(18f Barron &JacobsSeewald - Level 8 3-16-11 kmfeamEngine 4.508eI Materials Database 1259 1st walls 12:53p111 loll Member Data Description: CaIcB2 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: UNKNOWN Other Loads, Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 6' 3.00" 256 525 Snow Point (LBS) 0' 10.50" 962 2711 Live as > IT 6 3 0 6 3 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.760" 4620# -- 2 6' 1.750" Wall N/A 1.500" 2558# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 1649# 2348# 1613# 2 945# 363# 1613# Design spans 6' 1.750" Product: 1 314x9 1/2 Versa -Lam 2.0 -3100 SP 2 ply Component Member Design has Passed Design Checks.** Minimum 1.76" bearing required at bearing # 1 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4467.'# 16051.'# 27% 2.46' Total load D +0.75(L +S) Shear 3787.# 6318.# 59% 0.01' Total load D +L TL Deflection 0.0619" 0.3073" U999+ 3.07' Total load D +0.75(L +S) LL Deflection 0.0386" 0.2049" L/999+ 3.07' Total load 0.75(L +S) Control: Shear DOLs: Live =100% Snow =115°/ Roof =125% Wind=160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Your Company Name /� ar Your Company Address epiuA ts.. . Copyright (C)1989 -2005 by Keymark Enterpnses, LLC. ALL RIGHTS RESERVED. Your Company Address "Passing is defined as when the member. floor joist, beam or girder, shown on this drawing meets applicable design cnteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company n Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's p y specifications. I:e> Build Structure"' 2. :08r Barron &JacobsSeewald - Level 8 3 -16 -1 I kmfeumEngine 450Se1 1st walls 12:53 pm Materials Database 1259 2 of 2 Member Data Description: CaIcB4 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Loacl: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL Live Load: D PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement lJniform (PLF) 0' 0.00" 1' 7.50" 70 225 Live Replacement lJniform (PLF) 0' 0.00" 11' 3.00" 1 0 Live Replacement Uniform (PLF) 1' 7.50" 2' 8.19" 78 253 Live Replacement Uniform (PLF) 2' 8.19" 3' 8.81" 71 229 Live Replacement Uniform (PLF) 3' 8.81" 4' 9.50" 66 213 Live Replacement Uniform (PLF) 4' 9.50" 5' 10.19" 61 198 Live Replacement Uniform (PLF) 5' 10.19" 6' 10.81" 56 182 Live Replacement Uniform (PLF) 6' 10.81" 7' 11.50" 51 166 Live Replacement Uniform (PLF) 7' 11.50" 9' 0.19" 47 151 Live Replacement Uniform (PLF) 9' 0.19" 10' 0.81" 42 135 Live Replacement Uniform (PLF) 10' 0.81" 11' 3.00" 34 111 Live I ' t I t / 11 3 0 co 11 3 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 1601# -- 2 11' 1.750" Wall N/A 1.500" 1256# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 424# 1177# 2 342# 913# Design spans 11' 1. 750" Product: 1 314x9 1/2 Versa -Lam 2.0 -3100 SP 2 ply Component Member Design has Passed Design Checks.*" Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4085.'# 13958.'# 29% 5.02' Total load D +L Shear 1360.# 6318.# 21% 0.01' Total load D +L TL Deflection 0.1819" 0.5573" L/735 5.57' Total load D +L LL Deflection 0.1332" 0.3715" L/999+ 5.57' Total load L Control: LL Deflection DOLs: Live =100% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Your Company Name 'dr" - t Your Company Address Key Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your Company Address ' is defined as when the member, floor joist, beam or girder, shown on thus drawing meets applicable design criteria for Loads, Loading Conditions. and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. Key Build Structure' "' 2.3081 Barron &.IacobsSeewald - I,evel 8 3-16-11 kml3eam Engine 4 508c1 Materials Database 1259 1st walls 12:53pm 1 ot2 Member Data Description: CalcB3 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Llniform (PLF) 0' 0.00" 11' 3.00" 31 86 Live m / 11 3 0 O o 11 3 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 731# -- 2 11' 1.750" Wall N/A 1.500" 731# -- Maximum Load Case Reactions Used for applying point loads or line loads) to carrying members Dead Live 1 250# 481# 2 250# 481# Design spans 11' 1.750" Product: 1 3/4x9 1/2 Versa -Lam 2.0 -3100 SP 3 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2037.'# 21774.4 9% 5.57' Total load D +L Shear 627.# 9476.# 6% 0.01' Total load D +L TL Deflection 0.0607" 0.5573" L/999+ 5.57' Total load D +L LL Deflection 0.0400" 0.3715" L/999+ 5.57' Total load L Control: TL Deflection DOLs: Live =100% Snow =115% Roof =125% Wind =160% 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 Your Company Name ark Your Company Address Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED Your Company Address **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. ot Ke Build Structure" 2.3O Barron &JaeobsSeewald - Level 1 3 -16 -1 1 kml3cantEngine 4 508el Material, Database 1259 lower roof planes 1:01 pill 7o 7 Member Data Description: CaIcG4 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC /IRO Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 6.9 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 2' 11.50" 67 218 Live Replacement Uniform (PLF) 0' 0.00" 7' 2.25" 67 218 Live Replacement Uniform (PLF) 2' 11.50" 7' 2.25" 68 219 Live E I I rr 1 / 7 2 4 O 7 2 4 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 1854# -- 2 6' 5.000" Wall N/A 1.500" 1856# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 454# 1400# 2 455# 1401# Design spans 6' 5.000° Product: 1 3/4x14 Versa -Lam 2.0 -3100 SP 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2977.'# 14517.'# 20% 3.21' Total load D +L Shear 1181.# 4655.# 25% 5.45' Total load D +L TL Deflection 0.0276" 0.3208" L/999+ 3.21' Total load D +L LL Deflection 0.0208" 0.2139" L1999+ 3.21' Total load L Control: Shear DOLs: Live =1 00°/ Snow = 115% Roof =125% Wind =160°/ All product names are trademarks of their respective owners Your Company Name iieraiark Your Company Address Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your C ompany Address "Passing is delined as when the member, floor joist, beam or girder. shown on this drawing meets applicable design criteria for Loads, Loading Conditions. and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval This design assumes product installation according to the manufacturer's specifications. kev nuad StructureT "' 2 108f Barron &JacobsSeewald - Level 1 3-16-11 kmBeamEngine 4 508c I Materials Database 1250 lower roof planes 1:01 pm 6 of 7 Product: 1 3/4x14 Versa -Lam 2.0 -3100 SP 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1966.'# 14517.'# 13% 11.15' Total load D +L Negative Moment 2939.'# 14517.'# 2O% 4.09' Total load D +L Shear 1211.# 4655.# 26% 4.1' Total load D +L TL Deflection 0.0676" 0.8937" L/999+ 11.15' Total load D +L LL Deflection 0.0490" 0.6703" L/999+ 11.15' Total load L Control: Shear DOLs: Live =100% Snow =115% Roof =125% Wind =160% All product names are trademarks of their respective owners Your Company Name niarti, Your Company Address t Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your Company Address "Passing is defined as when the member, floor joist. beam or girder. shown on this drawing meets applicable design criteria for Loads. Loading Conditions. and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. her Build Structure'"' 2 3081 Barron &.IacobsSeewald - Level 1 , kmBeamEngine 4 508e1 J- 1 6- I 1 Materials Database I_50 lower roof planes 1:01 pm 5of7 Member Data Description: CaIcG3 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: -3.54 / 12 Bottom Lateral Bracing: Continuous Standard Loacl: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/240 live, L/180 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 6.9 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement lJniform (PLF) 0' 0.00" 1' 7.75" 46 148 Live Replacement IJniform (PLF) 0' 0.00" 1' 7.75" 46 148 Live Replacement lJniform (PLF) 1' 7.75" 3' 0.69" 42 136 Live Replacement IJniform (PLF) 1' 7.75" 3' 0.69" 42 136 Live Replacement IJniform (PLF) 3' 0.69" 4' 5.69" 38 123 Live Replacement IJniform (PLF) 3' 0.69" 4' 5.69" 38 123 Live Replacement lJniform (PLF) 4' 5.69" 4' 6.13" 36 117 Live Replacement Uniform (PLF) 4' 5.69" 5' 10.63" 34 111 Live Replacement lJniform (PLF) 4' 6.13" 5' 11.06" 34 110 Live Replacement IJniform (PLF) 5' 10.63" 7' 3.63" 30 98 Live Replacement IJniform (PLF) 5 11.06" 7' 4.06" 30 98 Live Replacement IJniform (PLF) 7' 3.63" 8' 8.56" 26 86 Live Replacement IJniform (PLF) 7' 4.06" 8' 9.00" 26 85 Live Replacement IJniform (PLF) 8' 8.56" 10' 1.56" 22 73 Live Replacement IJniform (PLF) 8' 9.00" 10' 2.00" 22 73 Live Replacement lJniform (PLF) 10' 1.56" 11' 6.50" 18 61 Live Replacement lJniform (PLF) 10' 2.00" 11' 6.94" 18 60 Live Replacement IJniform (PLF) 11' 6.50" 12' 11.50" 14 48 Live Replacement Uniform (PLF) 11' 6.94" 12' 11.94" 14 48 Live Replacement Uniform (PLF) 12' 11.50" 14' 4.44" 10 35 Live Replacement Uniform (PLF) 12' 11.94" 14' 4.88" 10 35 Live Replacement Uniform (PLF) 14' 4.44" 15' 9.44" 6 22 Live Replacement Uniform (PLF) 14' 4.88" 15' 9.88" 6 21 Live Replacement Uniform (PLF) 15' 9.44" 17' 7.00" 8 25 Live Replacement Uniform (PLF) 15' 9.88" 17' 7.50" 8 25 Live Replacement Uniform (PLF) 17' 7.00" 17' 8.63" 8 25 Live Replace - . . -- ' 17' 7.50" 17' 8.63" 8 25 Live e. t 4. 11 I ^1 / / 1r7 4 5 11 13 2 15 17 8 10 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 55# -- 2 4' 1.062" Wall N/A 2.321" 3046# -- 3 16' 11.375" Wall N/A 1.500" 565# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 5# 50# 2 810# 2236# 3 162# 402# Design spans 4' 3.125" 13' 4.875" All product names are trademarks of their respective owners Your Company Name s r)7 t tl 4k ` Copyright (C)1989 -2005 by eymarnerprises, . . Your Company Add \ 1 �Z 4 �•�10 K k Enterprises, LLC ALL RIGHTS RESERVED Your Company Address "Passing is defined as when the member, floor Joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer s specifications. key Build Structure'^ 2 3081 Barron &JacobsSeewald - Level 1 3 -16 -1 I Materials Database 4ase 1250 l roof planes 1:01 pm tilatcnlabe I'_d`7 p 4of7 Product: 1 314x14 Versa -Lam 2.0 -3100 SP 1 ply Component Member Design has Passed Design Checks.** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7835.'# 14517.'# 53% 9.66' Total load D +L Shear 1825.# 4655.# 39% 16.1' Total load D +L TL Deflection 0.5384" 1.1779" L/393 8.63' Total load D +L LL Deflection 0.3948" 0.8834" L/537 8.63' Total load L Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind =160% All product names are trademarks of their respective owners Your Company Name �� �" Your Company Address Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your Company Address "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads. Loading Conditions. and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer s specifications Key Budd Structures ". 2.308r Barron &JacobsSeewald - Level 1 3-16-11 km13camEngine 4 50Se I Materials Database 1259 lower roof planes 1:01 prn 3 of 7 Member Data Description: CaIcG2 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 3.54 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/240 live, L/180 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 6.9 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 0' 6.19" 8 25 Live Replacement Uniform (PLF) 0' 0.00" 1' 6.56" 8 25 Live Replacement Uniform (PLF) 0' 6.19" 1' 11.19" 8 25 Live Replacement Uniform (PLF) 1' 6.56" 2' 11.56" 4 18 Live Replacement Uniform (PLF) 1' 11.19" 3' 4.13" 6 22 Live Replacement Uniform (PLF) 2' 11.56" 4' 4.50" 9 32 Live Replacement Uniform (PLF) 3' 4.13" 4' 9.13" 10 35 Live Replacement Uniform (PLF) 4' 4.50" 5' 9.50" 13 44 Live Replacement Uniform (PLF) 4' 9.13" 6' 2.06" 14 48 Live Replacement Uniform (PLF) 5' 9.50" 7' 2.44" 17 57 Live Replacement IJniform (PLF) 6' 2.06" 7' 7.06" 18 61 Live Replacement IJniform (PLF) 7' 2.44" 8' 7.44" 21 70 Live Replacement IJniform (PLF) 7' 7.06" 9' 0.00" 22 73 Live Replacement Uniform (PLF) 8' 7.44" 10' 0.38" 25 82 Live Replacement IJniform (PLF) 9' 0.00" 10' 5.00" 26 86 Live Replacement IJniform (PLF) 10' 0.38" 11' 5.38" 29 95 Live Replacement IJniform (PLF) 10' 5.00" 11' 10.00" 30 98 Live Replacement Uniform (PLF) 11' 5.38" 12' 10.38" 33 107 Live Replacement Uniform (PLF) 11' 10.00" 13' 2.94" 34 111 Live Replacement Uniform (PLF) 12' 10.38" 14' 3.31" 37 120 Live Replacement Uniform (PLF) 13' 2.94" 14' 7.94" 38 123 Live Replacement Uniform (PLF) 14' 3.31" 15' 8.31" 41 132 Live Replacement Uniform (PLF) 14' 7.94" 16' 0.88" 42 136 Live Replacement Uniform (PLF) 15' 8.31" 17' 5.88" 45 145 Live Replacement Uniform (PLF) 16' 0.88" 17' 8.63" 46 148 Live Replacement Uniform (PLF) 17' 5.88" 17' 8.63" 47 153 Live :, : ',''''' - - ' ' 11\ f N / 0 17 8 10 /- �/ Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 1294# -- 2 16' 11.375" Wall N/A 1.800" 2362# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 355# 938# 2 619# 1744# Design spans 17' 8.000° All product names are trademarks of their respective owners Your Company Name ' rnrar < Your Company Address •' Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your Company Address "Passing Is defined as when the member, floor Joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. het Build StructureT. '.3081 Barron &JacobsSeewald - Level 1 3 -16- I 1 kmllcamfngine 4 508c! Materials Database 1259 lower roof planes 1:01 pm 2 of 7 Control: LL Deflection DOLs: Live =10CI% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives All product names are trademarks of their respective owners Your Company Name A �'�' i our Company Address - Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED ESERVED. Your Company Address "Passing is defined as when the member, floor joist, beam or girder. shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer's specifications. hey Budd Structure 2.3081 Barron &JacobsSeewald - Level 1 3 -16 -1 1 km Beam Engi ne 4 508e1 N1ater,als Database 1259 lower root planes l:01pin 1o17 I Member Data Description: CaIcG1 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 15.8 PLF Filename: UNKNOWN Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform (PLF) 0' 0.00" 4' 2.75" 44 143 Live Replacement Uniform (PLF) 0' 0.00" 1' 2.75" 44 143 Live Replacement Uniform (PLF) 1' 2.75" 2' 2.75" 44 143 Live Replacement IJniform (PLF) 2' 2.75" 3' 2.75" 44 143 Live Replacement Uniform (PLF) 3' 2.75" 4' 2.75" 44 143 Live Replacement Uniform (PLF) 4' 2.75" 5' 2.75" 44 143 Live Replacement IJniform (PLF) 4' 2.75" 18' 5.50" 45 144 Live Replacement Uniform (PLF) 5' 2.75" 6' 2.75" 44 143 Live Replacement IJniform (PLF) 6' 2.75" 7' 2.75" 44 143 Live Replacement Uniform (PLF) 7' 2.75" 8' 2.75" 44 143 Live Replacement IJniform (PLF) 8' 2.75" 9' 2.75" 44 143 Live Replacement Uniform (PLF) 9' 2.75" 10' 2.75" 44 143 Live Replacement Uniform (PLF) 10' 2.75" 11' 2.75" 44 143 Live Replacement Uniform (PLF) 11' 2.75" 12' 2.75" 44 143 Live Replacement Uniform (PLF) 12' 2.75" 13' 2.75" 44 143 Live Replacement Uniform (PLF) 13' 2.75" 14' 0.00" 44 143 Live Replacement Uniform (PLF) 14' 0.00" 18' 5.50" 55 179 Live r t r ) r t ' I t � 1 1 / If` / / / 18 5 8 18 5 8 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall N/A 1.500" 3480# -- 2 17' 8.250" Wall N/A 1.500" 3630# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 926# 2554# 2 962# 2668# Design spans 17' 8.250" Product: 1 314x16 Versa -Lam 2.0 -3100 SP 2 ply Component Member Design has Passed Design Checks. ** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15497.'# 37364.'# 41 % 8.85' Total load D +L Shear 3046.# 10640.# 28% 16.8' Total load D +L TL Deflection 0.3660" 0.8844" L/579 8.85' Total load D +L LL Deflection 0.2687" 0.5896" L/790 8.85' Total load L All product names are trademarks of their respective owners Your Company Name ; , .: ,. Your Company Address iieitia Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Your Company Address "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. Your Company Phone The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer s specifications. is Job I Truss truss Type ;Qty PIY TSEEWALD 1Q1103259 G1 HOWE j1 'L , , 3 Job ReferenceJptionall Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Mar 15 12:45:12 2011 Page 2 ID:100YgpgFDFn 1 ngvucQt8tVzaiF ? -tC 1 kJuQabuVneW8 _OzNI4Sf3QZvHfDHen4jOh9zai7b LOAD CASE(S) 11) IBC Snow on Overhangs: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 2- 6=- 945(F= -925), 1- 2 = -100, 24 = -20, 4 -6= -20 I ! I I i i l l lei Job Truss Truss Type fab Ply SEEWALD - .. - _. Q1103259 G1 HOWE 1 l 3 Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 - - -- - - 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Mar 15 1245:12 2011 Page 1 ID:100YgpgFDFn 1 ngvucQt8tVzaiF ? -tC 1 kJuQabu Vne W8_OzNI4Sf3QZvHfDHen4jOh9zai7b 1 -0 -Q 4 -5 -5 8 -3-0 12 -0 -11 ' 16 -6 -0 -0- 4 -5 -5 3 -9 -11 3 -9 -11 4 -5 -5 Scale = 1:28.8 6x6 4 5.00 12 MI 1 10 11 3x8 3x8 3 5 Olt 144.44 1 W9 • 1 W1 6 2 ' B1 B1 ` or ■ ►/ 9 8 7 6x9 6x9 3x8 11 12x12 = 3x8 11 • • • • • • 4 -5 -5 8 -3 -0 12 -0-11 16 -6 -0 • 4 -5 -5 3 -9 -11 3 -9 -11 4 -5 -5 Plate Offsets (X,Y); 0- 14,0 -3-01 [70-4 -1z p-1 8:0- 6-0,o -7.8], [9 :0.4- 12,0-1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid . PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.70 Vert(LL) -0.12 8 >999 240 MT20 197/144 (Roof Snow -40.0) Lumber Increase 1.00 BC 0.60 Vert(TL) -0.22 7-8 >870 180 TCDL 10.0 Rep Stress Ina NO WB 0.83 Hoz(TL) 0.04 6 nla n/0- BCLL 0.0 • Code IRC2003/TP12002 BCDL 10.0 (Matrix) Weight: 309 Ib FT =10 % • LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E NOTES (11) BOT CHORD 2 X 10 SYP DSS Uniform Loads (plf) • 1) 3-ply truss to be connected together with 10d (0.131"x3") nails WEBS 2 X 4 SPF Stud *Except* Vert: 26=- 1140(F =- 1120), 1-4 =- 140, 4 -6 = -20 • W3: 2 X 4 SPF No.2 as cllows: 3) Un w -Right Lumber Increase =1.00, Plate Increase =1.00 Top follows: connected as follows: 2 X 4 - 1 row at 0-9-0 oc. BRACING Uniform Loads (plf) Bottom chords connected as follows: 2 X 10 - 3 rows 0-4-0 TOP CHORD s at oc. Vert 26=- 1140(F =- 1120), 1-4=-20, 4- 6 = -140 Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. • Structural wood sheathing directly applied or 6-0-0 oc purlins. 4) IBC BC Live: Lumber Increase =1.25, Plate Increase =1.25 • 2) All loads are considered equally applied to all plies, except if BOT CHORD Uniform Loads (ptf) Rigid ceiling directly applied or 10-0-0 oc bracing. noted as front (F) or back (8) face in the LOAD CASE(S) section. Vert: 2-6=-440(F=-400), 14 - - -20, 4 -6 = -20 Ply to ply connections have been provided to distribute only loads 5) MWFRS Wnd Left: Lumber Increase =1.33, Plate Inc ease =1.33 noted as (F) or (8), unless otherwise indicated. REACTIONS (lb /size) Uniform Loads (plf) 3) Wnd: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= S.Opsf; 2 = 10073/0 -5-8 (min. 0 -5 -5) Vert 2-6=-410(F=-400), 0(F =400), 1 -2 =34, 24 =19, 4-0 =17 h =25ft; Cat II; Exp B; enclosed; MVJFRS (low-rise) gable end 6 = 9941/0 -5-8 (min. 0-5-4) Hoe: 1 -2 -2 =43, 2-4=-27, 4-6=25 Max Horz zone; cantilever left and rght exposed ;Lumber DOL =1.33 plate 6) MWFRS Wnd Right: Lumber Increase =1.33, Plate grip DOL =1.33 • 2 40(LC 7) 4) TCLL: ASCE 7-02; Pf =40.0 psf (flat roof snow); Category II; Increase =1.33 Max Gray Uniform Loads (on • Exp B; Partially Exp.; Ct =1.1 ' 2 = 10205(LC 2) Vert: 26 =410(F =400), 1 -2 =11, 24 =17, 4-6=19 6 = 10025(LC 3) 5) Unbalanced snow loads have been considered for this design. Horz: 1-2=-20, 2-4=-25, 4 5 =27 6) This truss has been designed for greater of min roof live load of 7) MWFRS 1st Wnd Parallel: Lumber Increase =1.33, Plate 16.0 psf or 1.00 times flat roof bad of 40.0 psf on overhangs FORCES (Ib) Increase =1.33 non - concurrent with other live bads. Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when Uniform Loads (plf) 7) This truss has been designed for a 10.0 psf bottom chord live shown. Vert 2-6=-410(F=-400), -53, 2 1 -2=45, 2- 10 =30, 4- 10 =18, 4-6=18 load nonconcurrent with any other live loads. TOP CHORD Horz: 1-2=-53, 2- 10 = -38, 4- 10 = -27, 4-6=27 8)' This truss has been designed for a live load of 2a Opsf on the 2 -3 =- 15264/0, 3-10=-12149/0, 4-10 =- 12100/0, bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 8) MWFRS 2nd Wnd Parallel: Lumber Increase =1.33, Plate 4- 11=- 12100/0, 5-11=-12149/0, 56 =- 15307/0 Increase =1.33 • wide will fit between the bottom chord and any other members. BOT CHORD Uniform Loads (plf) • 9) This truss is designed in accordance with the 2003 International 2 -9= 0/13501, 8-9= 0/13501, 7-8=0/13540, Residential Code sections R502.11.1 and R802.10.2 and Vert: 26= 410(F= 4011), 1 -2 =13, 2-4=18, 4- 11 =18, 6-11 =30 i 6- 7= 0/13540 Horz 1-2=-21, 2-4=-27, 4- 11 =27, 6-11 =38 referenced standard ANS1fTPI 1. MWFRS 3rd Wnd Parallel: Lumber Increase =1.33, Plate 10) "Semirigid pitchbreaks with fixed heels" Member end fixity 3 -9= 0/3169, 4-8= 0/8877, 5-7= 0/3174, Increase =1.33 I model was used in the analysis and design of this truss. 3-8=- 2879/0, 5-8=-2910/0 Uniform Loads (plf) • 11) All Plates 20 Gauge Unless Noted Vert: 26 =410(F =400), 1 -2 =28, 2- 10 =13, 4 -10 =8, 46 =8 LOAD CASE(S) Horz: 1-2=-37, 2- 10= -22, 4- 10 = -17, 4-6=17 1) Snow: Lumber Increase =1.00, Plate tnxxease =1.00 10) MWFRS 4th Wnd Parallel: Lumber Increase =1.33, Plate Uniform Loads (plf) IncreaseLoad Vert: 26 =- 1140(F =- 1120), 14= 100, 46= -100 Uniform Loads (plf) • • 2) Unbal.Snow -Left: Lumber Increase=1.00, Plate Increase =1.00 Vert: 26 410(F =400) 1 2 =3, 24 -8, 4 -11 =8, 6-11 =13 Continued on page 2 Horz: 1- 2 = -11, 24= 17 4-11=17, 6 -11 =22 • CONTRACTOR QUOTE PRINTED ON: 03/15/11 PAGE 1 QUOTE # Q1103259 DATE QUOTED:03 /15/11 ENG N E E R ! 181 GOODWIN ST VALID UNTIL: 03/29/11 CORPORATION PO BOX 51027 INDIAN ORCHARD, MA 01151 Job: SEEWALD MANUFACTURERS OF ROOF & FLOOR TRUSSES Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. Requested By: DOUG HODGINS 24 West St. West Hatfield, MA 01088 Attn: DOUG HODGINS Quoted By: Brian TetreauIt Phone: (413) 247 -8300 Allow 2 weeks for delivery BASED ON ORDER CONFIRMATION PRIOR TO:03/29/11 SPECIAL INSTRUCTIONS: *GIRDER CARRYING EXISTING 2ND FLOOR, WALL AND ROOF LOAD. BALANCE OF ADDTION STICK FRAMED. *9 -7/8" HEEL TO MATCH 2X12. ROOF TRUSSES LOADING TILL- TCDL-ecLL STRESS u4CR INFORMATION 40.0,10.0,0.0,10.0 ; 1.15 ROOF TRUSS SPACING 24.0 IN. O.C. (TYP.) LAYOUT // PROFILE QTY PITCH TYPE BASE O/A LUMBER OVRHG / CANT SHIPPING INN PLY ToP BOT TRUSS ID SPAN SPAN MIMI LEFT RIGHT HEIGHT 1 I HOWE 01 -00 -00 .f `ai 3 Ply 5.00; 0. 00 I G1 L16-06-00 L 16-06 -0012 X 42 X 1 04 -03 -02 102 Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses' as defined by TPI Chapter 2 (available upon request) regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. SUBTOTAL This product list its Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of f - - - - -- - -- -- -- -- - i TEC's product on the structure as a whole. The building owner /owner's agent is solely responsible for verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for field verification of dimensions or special conditions. The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations, construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanent bracing (as required by the construction documents). Installation contractor shall refer to the Individual truss ` - -- - - - -- -- - -- - - i shop drawings for all structural requirements of trusses, including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * ** • pproved 13y: Approval Date: PO #: Requested Delivery Date: - - - -- April 4, 2011 I/ Barron & Jacobs 70 told South Street './ J a Northampton, MA 01060 Subject Property: 72 0) 60 Revell Avenue IJ Northampton, MA 01060 c � Mr. Jacobs The plans for the Single Family addition dated 03 -09 -11 have requires ad ional as noted; 1. Foundation plan showing location, Toads and size of piers. 2. Roof plan showing skylights. 3. Roof plan showin hi roof with chimney indicated. . Detai o the hip connections. ( _ 5. A section thro :h each addition. 6. Structural . • : - • - - • • : • • . • . Please forward electronic copies of all plans once revised Charles Miller Assistant Commissioner of Buildings eg 6 (%a �'� I/ J �i $ C April ", 2011 Barron & Jacobs 70 Old South Street Northampton, MA 01060 Subject Property: 60 Revell Avenue Northampton, MA 01060 Mr. Jacobs The plans for the Single Family addition dated 04 -05 -11 have requires additional as noted; 1. Structure conforms to 780 CMR 7 addition 1 and 2 family building codes. 2. Energy aspects must comply with 2009 IECC prescriptive and mandatory requirements or an appropriate HERS rating. Northampton has the stretch energy code. (appendix 120AA) 3. Smoke and CO detectors per code throughout the entire structure. 4. There must be an emergency escape from the bedroom (egress window). 5. Please make sure that there is a complete air barrier on all exterior walls. 6. Detail of the hip connections. 7. A section through each addition. 8. Please forward electronic copies of all plans once revised. ar esd iller Assistant Commissioner of Buildings J t. . g 1 Y EIVED 1(1162:42_. April 4, 2011 APR - 6 all Barron & Jacobs DEPZ 70 Old South Street NO• Rim �' NG INSPE JJJ tiuof Northampton, MA 01060 Subject Property: 60 Revell Avenue Northampton, MA 01060 Mr. Jacobs The plans for the Single Family addition dated 03 -09 -11 have requires additional as noted; Foundation plan showing location, loads and size of piers. Roof plan showing skylights. ji3.Roof plan showin: hi • • • with chimney indicated. etail of the hip connections. . A section throug eac addition. �. Structura rr ge Barin shown. 7. Please orwar a ectronic copies of all plans once revised. Charles Miller Assistant Commissioner of Buildings SIGNATURES By signing below, you agree to items A, B and C. DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES. A. Alternative Dispute Settlement (Arbitration Clause): The Seller and the Buyer hereby mutually agree, in advance, that in the event of a dispute concerning this Agreement, the parties shall submit such dispute to a professional, state - approved arbitration service (cost, if any, to be paid by the submitter) prior to either party proceeding to legal action in the courts. B. By signing this agreement, you, as the owner of record, are hereby authorizing Barron & Jacobs Associates Inc. to act as your authorized agent in all matters pertaining to the building permit application. C. This is a binding Agreement. You may not cancel it except as stated. This Agreement covers and supersedes all conversations, statements and agreements, expressed or implied, between the parties, their agents or representatives. You, the Buyer, may cancel this • ,, 2.1. f f transaction at any time prior to Buyer dr Date midnight of the third business day after the date of this transaction. J JA 4 A A -z 7 6 II See the attached notice of cancellation : uyer Date form for an explanation of this right. / Seller retains an equal right to cancel. r Barron & Jacob • -presentative Dat ************************************************************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Designer /Salespersons Registration Numbers ❑ Cecil R. Jacobs MA HIC 100809 [ i Christopher R. Jacobs MA HIC 100809 CT HIC 0518617 CT HIS 0554397 ❑ David J. Satkowski MA HIC 100809 CT HIS 0554600 Barron and Jacobs - Key Personnel Contact Information: Office Cell Home Office Manager: Sandy Scavotto 413.586.8998 President: Cecil R. Jacobs (Jake) 413.586.8998 413.250.2357 413.584.4447 Purchase Agreement Page 41 of 41 1.. • . • F i-; I PI -•:•' If L r' - _ : ' ,. ,,, fa,- -., ... . f in accordance with the provisions of ML c 4-0, §54, I acknowledae, as a i condition of the Building permit, all debris resulting from construction activity governed by this Building Perrnit shall be disposed of a 1 !, __-_- )\. \--\ P7 0 K- ) R-,L %-. C. 1 :.1(1._. [ (NAME tDE: FACtLITYI i a properly lic--t solid waste facility as defined by r1.4 cit. C 1 1 i V150..4. i , 1 / 1 i 1/R0 i 1 Ifii-71e Sicf nature of Tug Ap.ofic, 1 1 1 I PRfN I OR. TYPE THE -=----- 0 L. i_ O‘A I 1 1 . 1 , t : co •,5 ....5 A I'S 0 C.- -. __.L.. , ---C. , 1 i ------------- ___ t f (i OF PERM17 APPLICANT) C li A.541■“4:06X______C* (j)115 _ 1 (7 OF MATERIAL TO BE DISPDr.::EZI OF [ [ i • , 1 I i I i i I , . . L • d Q:7, i.Q. i u, )?r, . nry il RI , From:Syndi r'riberg, CISR FaxID: Page 1 ,:f •.; 1 Cate:2123/2011 11:08 AM Page:1 of 1 c; ----;), CERTIFICATE OF LIABILITY INf,OURANCE OP ID SF . 'CATE [MMIDONYYY) EARRJ50 02/23/11 I THIS CER IFICATE IS ISSUED AS A MATTER OF INFORMATION F IRM Insurance Agency, , Inc. I ONLY ANC CONFERS NO RIGHTS UPON THE CERTIFICATE Barry M. Stephens, CPO; l HOLDER, ` 'HIS CERTIFICATE DOES NOT AMEND, EXTEND OR 75 North Hain St. -P 0 Box 564 ALTER TH : COVERAGE AFFORDED BY THE POLICIES BELOW. East Longm 1 eadow NA 01028 i Phon.e: 413-759-0010 !Pax: 413-759-0017 ' INSURERS A FFORDING COVERAGE N.AIC # ,NSURED I Irl..R A Central I.suranca Cortrf,aaies 20230 1 INS_PEP E.' Barron & Jacobs Assoc- Inc. 4.6_,-..E.p c. 1 70 Old South Street 1 INS PER E Northampton hIA 01060 I. - - i I . 1 INS_REP E I . COVERAGES THIE =OLI OF INSUP.A CE LIS SEW, HANE BEE . ISS.L. I TH= INELIREL. NAMED AB! E FOR T-E r ' PERIOD NS[T:A.T ED NOTVal -STANDING AN R.E.DU REN1EN, TERM , .:II CLADITIC.N , :F Ativ CSNT;ACT L1 S,1?-.EF ESN:LA/E. ',NI RESPE: r 7S; WHICH TNE CERT IFICA I-/.‘ EE ISSUED CR N1':' PEP THE NSLIPANCE AFFORT.F.C: EY THE PCIL CIE'.47 IHTEIN 'S F01E.:E7r TO AL .7HE7SPNIS E Min ;:. P.Nr...7.0NDITnNIF 'F: SUCH PC.LK'E A.REC‘ATE UMITS' SHCTNN N 1 A r HAVE EEE! PEt..: ET, PA : SLA,Ms: x AUL) ,, r T- 1 POLICY FE0fVE W0TCX0F 1— LTR INSRO TYPE OF INSURANCE POLICY NUMBER ;DATE (MMICCMYY) DATE (MMIDDMYY) ! LIMITS LGENERAL LIABIUTY I --i- 1E , TH .INT,,E1'.i:E. I 111000000 I ElITET ., htis.rt- A I x 1 COVMERCIAL SENEPAL LIAlLi T1' CLP7933761 I 03/09/11 03/09/12 =Fr- /,1 - - - - ,-- , , I 300000 ' I j ' ' Ir'S I 'ADE i X ' C T , mEL) ENP r ,, r160sr: in: 1 15000 ;-- I ; i , PE.P.EST.IALSPD N. 11 1000000 N 1 1 3 . i GI, Plus Endorseme i . , ,'Eci, , , - E ‘ i 2000000 I - ,-- ., - ,...,,,,..,,,, ; GEN,. A,GS•RESATE L l',:17AF'PLIES PEP ENODUSTS - C'C.MFADE Amk., ' $ 3000000 _., r _ _, I IX 1 pnuc, I 17:=.7 1 1Loc. ; i AuromoaeLe LIABILITY 1000000 A i . , ,44 BAP8612961 06/22/10 06/22/11 1 ' - ''''''"' 7 ' 1 a., DV/NED ALNT0a, E:E' L''' Plu'f,'' ' $ n il. SCH HUT,.''S 1 i perscr? ! H I X INC A..JTS I , I L.----I I PRC,PER71 Tv.V.A..3..E. i f 1 . 1 Pr acc:iJer 1 i T --- I3ARAGE LIABILITY 1 I AU 'D 0 I- - '6- i 1 r---- ;.,:- AuTc. __, 1 1 011 T- ■.1 i I 1 ' EXCESS i uNIERELLA LIABILITY lEAH OCCIEN.SE ;11000000 ,---i 1..._ --1 A , X ! ,. .;. - . - z.I , R ' 1CLAJWS MkDE CXS7933762 03/09/11 03/09/12 I AL=SREC,A7E '11000000 i _...., 1 I LEDUC:7 h 1 RETE''11C N 10 I 1 WORKERS COMPCNSATON 1 "..,11-1-1 AND EMPLOYERS' LABILITY Y : N 12:1 I 1 A .•!•41' PRORRIETOR/PART‘E.R'ExEC27vE 1-- WC 83'7586817 03/01/11 03/01/12 1E L EACH ACSILTE'.7 L1.500000 1.:,k E.x:LLI.LDE.c. , N Nem:Wary In N,i) .— ' E L I - E. EMPLCY'rEE 11E00000 if ,o'',, oe,:,7t,.,,,.11,14-,■ 1 PR E L DEE,A2E - Pi.. 1 11500000 OTHER i . , i , I CESCRIPTI:N OF OPERATIONS 1 LOCATIONS i VEHICLES 1 EXCLJSONS ADDED Bt ENDORSEMENT! SPECIAL ?ROY 310S CERTIFICATE HOLDER CANCELLAT ON SHOULD ANY : C THE ABOVE DESCRIBED DOLICIES BE CANCEL-ED BEFORE THE EXPIRATION CITY003 DATE THEREth , THE ISSUING INSURER W.LL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THI CERTIFICATE HOLDER NAMED TO THE LEFT. ELT FAILURE Ti) DO 50 SHALL IMPOSE NO OE .IGATION OR LIABILITY Or ANY KIND UPON THE INS:AER, ITS AGENTS OR Proof Of Coverage REPRESENTAT qES. ALTHORILED RE , RESENTATIVE IRM Insu rance Agency Inc. -.1.-- ,......... , . ACORD 25t2009101) 0 1918-2009 ACORD CORPORATION, All rights reserved. - The ACORD name and logo are registered marks g ACORD VV P Beams /Joists Analysis and Design .nrg tie 76t: prd"L : • °h�.1FfS111- i3'.Ery'Slilgg'` Enter Data 1 1 4 46ft Ffx"iCrtit `r4F 1, } Sef ..o , Beam or Girder r Joist or Rafter Member # Ridge #2 Member at F R oo f Location : Repetitive Use ? Nominal Size : (2) 2 x 12 Incised for PT ? No Yes Species = Spruce Pine - Fir (South) Flat Use : No Yes „ :12. ,,,, Grade = No.2 Moisture Content : <19 >19% Span (L) = 17 ft - 6 in Temperature (° F) : <100 100 -125 125 -150 ,3 Tributary Width (B) = 8 ft - 0 in Unsupported Length (lu) = 0 ft - 12 in set Duration Factors r with Cantilever Set Deflection Limits ' r with Point Load(s) Rest Loads to zero r with Sloped Load(s) L • w (D�f �tlllttilllls Psi/ l€ IIIIIIIIir�llltt/JllC,s LOADING Load Type R1 L Max. Span = 10 ft 2 in Dead Load Uniform w ( = 10 R2 r 3150 1b 3150 1b Stress and /or Deflection Check - NG (psf) = A t c u a/ A 11 o W a b 1� Rfio a Snow Load sf Uniform w 35 Max fv (psi) & V (lb) 125 2813 155 3493 t r ;- j Max fb (psi) & M (lb 2613 13781 889 4686 294% L Total Load Max. Defl. (in) -1.94 L/138 1. ' '3., 1.17 166% Live Load Max. Defl. (in) - 1.51 L(139 ....3',- 0.88 172% Adjustment Factors 4000 for M for V for E 3000 2000 - Wet Service C = 1.00 1.00 1.00 ,000 — Temperature C = 1.00 1.00 1.00 -,000 { Beam Stability C = 1.00 N/A N/A -3 000 - 4000 Size CF = 1.00 N/A N/A Shear Force, V (lb) Flat Use Cf„ = 1.00 N/A N/A Incising C, = 1.00 1.00 1.00 Repetitive Member C = 1.00 N/A N/A 15000 10000 i Design Values 5000 ! Fb (psi) Fv [psi) E (psi) 0 - Tabulated 775 ' l Y 'JC Adjusted 889 155 1100000 Bending Moment, M (lb -ft) Section Properties breadth (b) = 3 in °°I 1 - -""� „�.. depth (d) = 11.25 in - { '~-- _---- ' �^ Area (A) = 33.8 in ^2 Section Modulus (Sx) = 63.3 inA3 Moment of Inertial (Ix) = 356.0 in ^4 Total Load Deflection (in) VVP Beams/Joists Analysis and Design wwpa.org )„, How to ' : - 7 5, -- Qmi*IT-qc, tieVe16166d • .taiiii Enler Data Ifizift% Wft ,gtiogiol 1 ... ?t ... 1 f Beam or Girder r Joist or Rafter Member # Ridge #1 Member at HooT I77 Location : Repetitive Use Nominal Size : ( 1 ) 2 x 12 Incised for PT ? No Yes Species = Spruce-Pine-Fir (South) Flat Use : No Yes Grade = No.2 Moisture Content : e19% >19% Span (L) = 5 ft - 0 in Temperature r F) : < - loo 100 125 125-1501 Tributary Width (B) = 12 ft - 0 in Unsupported Length (1u) = 0 ft - 12 in Set Duration Factors E with Cantilever Set Deflection Limits 1 ; with Point Load(s) Reset Loads to Zero r with Sloped Load(s) ,:_ress-dc' -- r cire s ec tec L • ....../ ,,,, ri ?,LiI jL_111,.111L111 i ■ - I n LOADING Load Type Max. Span = 5 ft - 10 in Dead Load Uniform w (psf) = 10 / z R1 R2 1350b 1351 lb Stress and/or Deflection Check A c t u a I A I/o w a b I e Ratio Snow Load T Uniform w (psf) = 35 Max fv (psi) & V (Ib) 75 844 155 1747 4E'- 1 Max fb (psi) & M (lb-ft) 640 1688 879 2316 '73‘-- Total Load Max. Defl. (in) - 0.04 L1547 „. ': - 0.33 ": Live Load Max. Defl. (in) - 0.03 L'1989 L :2;:) 0.25 Adjustment Factors 1500 f r_o/1 for V for_E 1000 '-------' Wet Service CM = 1.00 1.00 1.00 500 0 - Temperature C = 1.00 1.00 1.00 -500 Beam Stability CL = 0.99 N/A N/A -1000 -1500 Size CF = 1.00 N/A N/A Flat Use Cf = 1.00 N/A N/A Shear Force, V (Ib) Incising C = 1.00 1.00 1.00 Repetitive Member Cr = 1.00 N/A N/A 2000 1000 Design Values 0 Fb (p.si) Fv (psi) E(psi) Z Tabulated Adjusted 879 155 1100000 Bending Moment, M (Ib-ft) Section Properties breadth (b) = 1.5 in L. depth (d) = 11.25 in .00. Section Modulus (Sx) = 31.6 in^3 Moment of Inertial (Ix) = 178.0 in^4 Total Load Deflection (in) k The Commonwealth of Massachusetts Department of Industrial Accidents ►r =l l Office of Investigations _ - 600 Washington Street • �t :!= Boston, MA 02111 www.mass.gov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name ( Business /Organization/Individual): r 1) 44-_, J C ( e Address: 1 Q Q LO 5 0 a 1 t S -, City /State /Zip: � , a rY f� �� /� J1 O 1(� ((' Phone #: 413 . 6 ( ` i A Are you an employer? Check the appropriate box: Type of project (required): 1. i] I am a employer with I 9. 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part- time).* have hired the sub - contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. + 7 ❑ Remodeling ship and have no employees These sub - contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9 g y p ty• 111 Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.111 Electrical repairs or additions required.] 3. ❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, § 1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: C €T4' re. b� S w , f: , V1('e , l _ 0 ',1A t' Policy # or Self -ins. Lic. #: ' C , V 3 ) J ( 1, C6 Expiration Date: 3 / ) I l( Job Site Address: 6l.% w >£ 1 /4 LJ ( . City/State /Zip: ;/V, :; , „ , p i - c , A I H w o g , Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiraton date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert' der the pains '. d pen ties of perjury that the information provided above is true and c orrect. Si nature: G'!/ �� Date: -/7 (( / g Phone #: 41 3 : 5(6-6 .i!” Official use only. Do no in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Not Applicable z a ❑ • Name of License Holder : Q I \ ;. (\ 1 C 1;1� L v S J `1 (/'�� 0 `` 5 _++� �� ( �A A /y / License Number 1U V�� 5C'..T� � IV^�tlh plC i /V I.�+ 0.10 o C I I I /ao i t Address i 1 Expiration Date Signa - Telephone //t 01111 ,/ 9. Re • istered • e lm • rovement Contractor: Not Applicable ❑ fi r Jr r . � C c R�(c. c5 10C) AO1 Company Name � �j Registration Number 1 l! C� v S C� - L S v / ✓C.(4 i /orkttuk l pitm, NI P� morn 6/13 Ao I a Address ` + + ? Expiratio Date Telephone I J , c, 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 ® 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 ❑ Addition ® Replacement Windows Alteration(s) Roofing JJ Or Doors 0 Accessory Bldg. ❑ Demolition ® New Signs [D] Decks [(l Siding [ ®] Other [0] Brief Description of Proposed / / I (� / / Work: c,ru 5; rh 5 ■.r% t c Cr( c_f e 11\1„66 r �t.1 r perH� 51 _(' rYa'., i �lJ �`ticr‘i kI �.4t:h,15�� Q, c bi��( 1 f ���vJ T sCKC Alteration of existing bedroom Yes X No Adding new bedroom x Yes No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll - Sheet 6a. If New house and or addition to existin • housin • com • lete the followin • : a. Use of building : One Family X( Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? Nc, 5; s cc■,- d. Proposed Square footage of new construction. 1 ( Dimensions 14 "15 ] x 1 ' e. Number of stories? f. Method of heating? c rt-e. \ 'L* �T GJ` Fireplaces or Woodstoves , /Y, a Number of each 0 g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction U c+v vv\,l C \ Hoo.) 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 k. Will building conform to the Building and Zoning regulations? X Yes No . I. Septic Tank City Sewer Xi Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 5 e z C ev ki cVt / 't c t] ' A ein+ p C, q 1 5 e. P) , as Owner of the subject property hereby authorize P)c; r (7, ASI 0 `4 A e 5 voL to act on my behalf, in all matters relative to work authorized by this building permit application. ct cc , ec A(- , - P 1 5 cc Signature of Owne J Date I, Cg. I R c, C t: bS , as Owner /Authorized Agent hereby declare that 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. CeC.1 R, Print N Signature of Owner /Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 1 a , 0 15 5f. 1 a 015 s.E. Frontage C l Setbacks Front 15' a 5' Side L: R: S L: I t ' R: 15' Rear 1 4' 6 a , Building Height /11 Bldg. Square Footage 35 I % 611111 . Open Space Footage (Lot area minus bldg & paved C5 co nci •arking) # of Parking Spaces a Fill: volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 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 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO • IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, e cavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES i© NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. ',■■ , - . . ` L 1 ` _____ Department use only E\ED City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit Oki 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability �au�ur ►NSPE ogs N • hampton, MA 01060 Two Sets of Structural Plans (WW1 o -587 -1240 Fax 413 - 587 -1272 Plot/Site Plans Other Specify 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 (� R.RAie" f A Map Lot Unit kr +L ft I J/\ Q i o6O Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: () /-1 rs � ) eC--W lY � t tt_ borAcite :10 e 0 R c veA\ Ave- IL 414 (» 060 Name (Print) Current Mailing Address: �/ 413, 5V„. (mac C t � i � (�� C��'��`C tA,td pc I � ) CC NI, 15 Telephone J Signature 2.2 Authorized Agent: f'� A/ I . A �(� ( c i 10 V\ i S 0 A L 5 et� N0,4 0 AFLA I .44 piQE -,(: Name (Pr Current Mailing Address: 7 Signature Telephone SECTION 3 - ESTIM • ED ONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building a, c- 5 , ' 1 7 ,00 (a) Building Permit Fee t 2. Electrical (b) Estimated Total Cost of 1 3 J +0 Construction from (6) 3. Plumbing 9 , co J z �(,0) Building Permit Fee 4. Mechanical (HVAC) O 5. Fire Protection 1 C. `0 0 ‘O 6. Total = (1 + 2 + 3 + 4 + 5) 3 0 4 5 0 •n o Check Number /C4 g7 16/11/- /x/ 1 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner /Inspector of Buildings Date File # BP- 2011 -0732 APPLICANT /CONTACT PERSON BARRON & JACOBS ADDRESS /PHONE 70 OLD SOUTH ST NORTHAMPTON (413) 586 -8998 f i W 1` PROPERTY LOCATION 60 REVELL Porti MAP 38D PARCEL 066 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out i / �J a Fee Paid 4 ) �/ Typeof Construction: DEMO SUNROOM & REAR ADDITION & CONSTRUCT 19 X 25 & 37 X 18 r g �r ADDITIONS(MSTR,FAMILY RM,MUDRM &SCREEN PORCH, RENO KITCHEN Construction Stoke 1 C (- � t j Non Structural interior renovations /'- Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 030739 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 Commission Permit DPW Storm Water Management _Z/ Signature of Building Of icial 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. 60 REVELL AVE BP- 2011 -0732 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38D - 066 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit # BP- 2011 -0732 Project # JS- 2011- 001221 Est. Cost: $308850.00 Fee: $1848.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BARRON & JACOBS 030739 Lot Size(sq. ft.): 12022.56 Owner: SEWALD ALAN & LINDA BARNSTEIN Zoning: URB(100)/ Applicant: BARRON & JACOBS AT: 60 REVELL AVE Applicant Address: Phone: Insurance: 70 OLD SOUTH ST (413) 586 -8998 Workers Compensation NORTHAMPTONMA01060 ISSUED ON:4/7/2011 0:00:00 TO PERFORM THE FOLLOWING WORK: DEMO SUNROOM & REAR ADDITION & CONSTRUCT 19 X 25 & 37 X 18 ADDITIONS(MSTR,FAMILY RM,MUDRM &SCREEN PORCH, RENO KITCHEN 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 Signature: FeeType: Date Paid: Amount: 417//t 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner