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31B-003 (6) No KeyBuild Structure" 2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 , mBeamEngine 4.600d Materials Database 1360 8:20am 5 of 5 Member Data Description: CaIcG5 Member Type: Girder 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: 0360 live, 0240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 5.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category . Replacement Uniform (PLF) Top 11' 0.00" 14' 1.75" -13 -40 Live Replacement Uniform (PLF) Top 11' 0.00" 14' 1.75" 7 20 Live Replacement Uniform (PLF) Top 11' 0.00" 14' 1.75" 7 20 Live Replacement Uniform (PLF) Top 11' 0.00" 14' 1.75' 13 40 Live Point (LBS) Top 4' 8.25" 222 396 Snow Point (LBS) Top 11' 1.50" 42 62 Live Point (LBS) Top 11' 1.75" 52 78 Live Point (LBS) Top 13' 11.13" 162 0 Live Point (LBS) Top 13' 11.13" 440 400 Snow °. / 14112 14 1 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 486# -- 2 13' 6.500" Wall N/A N/A 1.500" 1488# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 216# 54# 271# 2 853# 320# 526# Design spans 13' 6.500" Product: 1- 3/4x5 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass -thru framing is required at point loads over bearings. 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 2042.'# 5717.'# 35% 4.3' Total load D +S Negative Moment 109.'# 4971.'# 2% 11.51' Total load D +L Shear 520.# 3657.# 14% 13.4' Total load D +L TL Deflection 0.6167" 0.6771" L/263 6.77' Total load D +0.75(L +S) LL Deflection 0.3333" 0.4514" U487 6.77' Total load 0.75(L +S) Control: TL Deflection DOLs: Live =100% Snow =115% Roof = 125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table � �� All product names are trademarks of their respective owners a b , . t Copyright (C)7987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "'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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuildS(tructureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d Materials Database 1360 8 :20am 4 of 5 Member Data Description: CalcG4 Member Type: Girder 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: U360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 5.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 5.00" -13 -40 Live Replacement Uniform (PLF) Top 0' 0.00" 0' 5.00" 1 4 Live Replacement Uniform (PLF) Top 0' 0.00" 0' 5.00" 13 40 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 6.75" 7 20 Live Replacement Uniform (PLF) Top 0' 5.00" 3' 6.75" -13 -40 Live Replacement Uniform (PLF) Top 0' 5.00" 3' 6.75" 7 20 Live Replacement Uniform (PLF) Top 0' 5.00" 3' 6.75" 13 40 Live Point (LBS) Top 0' 6.75" 52 78 Live Point (LBS) Top 3' 4.13" 162 0 Live Point (LBS) Top 3' 4.13" 440 400 Snow / 3 612 0 3 6 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 287# -75# 2 3' 2.000" Wall N/A N/A ' 1.500" 1061# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to canying members Dead Live Snow 1 95# 192# 0# 2 659# 136# 400# Design spans 3' 2.000" Product: 1- 3/4x5 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass -thru framing is required at point loads over bearings. 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 166.'# 4971.'# 3% 1.43' Total load D +L Negative Moment 60.'# 4971.'# 1% 1.58' Total load D +L Shear 220.# 3657.# 6% 0.01' Total load D +L TL Deflection 0.0032" 0.1583" L/999+ 1.58' Total load D +L LL Deflection 0.0022" 0.1056" L/999+ 1.58' Total load L Control: Shear DOLs: Live =100% Snow =115% Roof =125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table All product names are trademarks of their respective owners ? ' * ` + : - --- Copyright (C)1987 -2012 by Keymark Enterprises LLC ALL RIGHTS RESERVED. **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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBnildAructureTm2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d vlaterials Database 1360 8:20am 3 of 5 Member Data Description: CaIcG3 Member Type: Girder 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: 5.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 1' 4.00" 3' 11.50" 23 0 Live Point (LBS) Top 1' 4.00" 126 315 Snow Point (LBS) Top 1' 5.75" 300 665 Snow / O 3 11 8 0 / / 3 11 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 969# -- 2 3' 5.375" Wall N/A N/A 1.500" 511# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 313# 656# 2 187# 324# Design spans 3' 5.375" Product: 1- 314x5 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 1082.'# 5717.'# 18% 1.19' Total load D +S Shear 967.# 4206.# 22% 0.01' Total load D +S TL Deflection 0.0190" 0.1724" 0999+ 1.55' Total load D +S LL Deflection 0.0127" 0.1149" L/999+ 1.55' Total load S Control: Shear DOLs: Live =100% Snow=115% Roof= 125% Wind =160% Manufacturer's installation guide MUST be consulted for mufti-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners , " L d i' � —=" Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. $ "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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. J, KeyBuildAictureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d rlaterjalsDatabase 1360 8:20am 2 of 5 Member Data Description: CaIcG2 Member Type: Girder 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: U360 live, U240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 5.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 11.50" 14 43 Live - :_6 :414' 3 11 8 0 3 11 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 105# -- 2 3' 4.500" Girder N/A N/A N/A 105# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 33# 72# 2 33# 72# Design spans 3' 4 500" Product: 1- 3/4x5 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 89.'# 4971.'# 1% 1.69' Total load D +L Shear 77.# 3657.# 2% 3.04' Total load D +L TL Deflection 0.0019" 0.1688" L/999+ 1.69' Total load D +L LL Deflection 0.0013" 0.1125" U999+ 1.69' Total load L Control: Shear DOLs: Live =100% Snow=115% Roof= 125% Wind =160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. Key_ BStructure' 2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d is.traterials Database 1360 8:20am 1 of 5 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: U360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 5.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 10.00" -13 -40 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 10.00" 1 4 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 10.00" 13 0 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 10.00" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 10.00" 110 275 Snow g . / / 410 0 / O ® / 410 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 856# -98# 2 4' 1.875" Girder N/A N/A N/A 856# -98# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 285# -82# 571# 2 285# -82# 571# Design spans 4' 1.875" Product: 1- 3/4x5 -112 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 890.'# 5717.'# 15% 2.08' Total load D +S Negative Moment 103.'# 4971.'# 2% 2.08' Total load D +L Shear 667.# 4206.# 15% 3.74' Total load D +S TL Deflection 0.0285" 0.2078" U999+ 2.08' Total load D +S LL Deflection 0.0190" 0.1385" 11999+ 2.08' Total load 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 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners T a , f < � ( Copyright (C)1987 -2012 by Keymark Enterprises, LLC_ ALL RIGHTS RESERVED. "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. The design most be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuild S"lructureTM 2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 +kmBeamEngine 4.600d Materials Database 1360 3:29pm 1 of 1 Member Data Description: CaIcB5 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: U360 live, U240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 7.25" 0 100 Snow Replacement Uniform (PLF) Top 0' 0.00" 0' 7.25" 256 231 Live Replacement Uniform (PLF) Top 0' 7.25" 2' 11.25" 0 100 Snow Replacement Uniform (PLF) Top 0' 7.25" 2' 11.25" 0 100 Snow Replacement Uniform (PLF) Top 0' 7.25" 2' 11.25" 249 211 Live Replacement Uniform (PLF) Top 0' 7.25" 2' 11.25" 256 231 Live Replacement Uniform (PLF) Top 2' 11.25" 4' 6.00" 0 100 Snow Replacement Uniform (PLF) Top 2' 11.25" 4' 6.00" 0 100 Snow Replacement Uniform (PLF) Top 2' 11.25" 4' 6.00" 277 295 Live Replacement Uniform (PLF) Top 2' 11.25" 4' 6.00" 284 315 Live Point (LBS) Top 0' 3.00" 146 88 Live Point (LBS) Top 2' 11.25" 0 90 Snow Point (LBS) Top 2' 11.25" 521 194 Live / / 4 6 0 O ®/ 4 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.908" 2433# -- 2 4' 4.750" Wall N/A N/A 2.261" 2883# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 1327# 1056# 419# 2 1532# 1306# 495# Design spans 4' 4.750" Product: SPF #2 2 x 10 2 ply PASSES DESIGN CHECKS Minimum 1.91" bearing required at bearing # 1 Minimum 2.26" bearing required at bearing # 2 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 3002.'# 3431.'# 87% 2.42' Total load D +L Shear 1931.# 2498.# 77% 3.74' Total load D +L LL Deflection 0.0175" 0.1465" L/999+ 2.2' Total load 0.75(L +S) TL Deflection 0.0383" 0.2198" U999+ 2.2' Total load D +0.75(L +S) Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind =160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners ;_ r ", - Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. 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. xeyBuild stmctureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d Materials Database 1360 3:29pm 2 of 2 Member Data Description: CaIcB3 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC /IRC Dead Load: 0 PLF Deflection Criteria: U360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 10.50" 0 380 Snow Replacement Uniform (PLF) Top 0' 0.00" 2' 10.50" 269 194 Live Replacement Uniform (PLF) Top 2' 10.50" 15' 5.50" 0 380 Snow Replacement Uniform (PLF) Top 2' 10.50" 15' 5.50" 269 194 Live Point (LBS) Top 15' 0.88" 14 48 Snow Point (LBS) Top 15' 0.88" 20 70 Snow I rof Olin / 15 5 8 / ® 15 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5265# -- 2 14' 8.250" Wall N/A N/A 1.500" 5387# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 2105# 1424# 2790# 2 2138# 1424# 2908# Design spans 14' 8.250" Product: 1- 314x11 -7/8 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19332.'# 38167.'# 50% 7.34' Total load D +0.75(L +S) Shear 4555.# 13622.# 33% 0.01' Total load D +0.75(L +S) TL Deflection 0.5123" 0.7344" U344 7.34' Total load D +0.75(L +S) LL Deflection 0.3075" 0.4896" L/573 7.34' Total load 0.75(L +S) 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 altematives j , , All product names are trademarks of their respective owners s t e T. Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuildSvucturerm2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 ' kmBeamEngine 4.600d Materials Database 1360 3:29pm 1 of2 Member Data Description: CalcB2 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC /IRC Dead Load: 0 PLF Deflection Criteria: 11360 live, 0240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 12' 10.00" 0 272 Snow Replacement Uniform (PLF) Top 0' 0.00" 12' 10.00" 236 194 Live Point (LBS) Top 0' 4.63" 10 35 Snow / / /O 250 0 1050 0 0 1210 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 2' 0.375" Wall N/A N/A 1.665" 4371# -- 2 12' 3.250" Wall N/A N/A 1.500" 2994# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 1802# 1423# 2002# 2 1205# 991# 1394# Design spans 2' 0.375" (left cant) 10' 2.875" Product: 1- 314x9 -112 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7539.'# 16051.'# 46% 7.15' Even Spans D +0.75(L +S) Negative Moment 1226.'# 16051.'# 7% 2.03' Total load D +0.75(L +S) Negative Unbrcd 1226.'# 16051.'# 7% 2.03' Total load D +0.75(L +S) Shear 2693.# 7265.# 37% 2.04' Total load D+0.75(L-FS) TL Deflection 0.2826" 0.5120" U434 7.15' Even Spans D +0.75(L +S) LL Deflection 0.1728" 0.3413" U711 7.15' Even Spans 0.75(L +S) TL Defl., Lt. - 0.1727" 0.2031" 211282 0' Even Spans D +0.75(L +S) LL Defl., Lt. - 0.1097" 0.2000" 21/444 0' Even Spans 0.75(L +S) Control: TL Defl., Lt. 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 d r _ - ! _ . " , Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. 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. KeyBuildStructure =*,2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 1cmBeamEngine 4.600d Materials Database 1360 3:2911m 3 of 3 ■ Member Data Description: CaIcG4 Member Type: Girder 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" Live Load: 0 PLF Deck Connection: Nailed Member max. Weight: LL 9.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 0 15 Snow Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 94 27 Live Replacement Uniform (PLF) Top 0' 0.00" 5' 2.00" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.50" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.50" 180 300 Snow Replacement Uniform (PLF) Top 5 2.00" 10' 8.50" 7 20 Live Replacement Uniform (PLF) Top 10' 6.13" 10' 8.50" 0 15 Snow Replacement Uniform (PLF) Top 10' 6.13" 10' 8.50" 94 27 Live Point (LBS) Top 4' 0.00" 7 0 Live Point (LBS) Top 6' 4.00" 65 0 Live Point (LBS) Top 6' 4.00" 191 0 Live Point (LBS) Top 6' 4.00" 1359 1518 Live Point (LBS) Top 10' 4.00" 23 0 Live 1 - 4LitiNtialikar.: „R. / / 10 8 8 0 ®/ 10 8 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3840# 2 10' 1.750" Wall N/A N/A 1.541" 4045# Maximum Load Case Reactions Used for applying point loads (or line loads) to car members Dead Live Snow 1 1982# 911# 1567# 2 2063# 1110# 1532# Design spans 10' 1.750" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 12844.'# 16051.'# 80% 5.95' Total load D +0.75(L +S) Shear 3663.# 7265.# 50% 9.96' Total load D +0.75(L +S) TL Deflection 0.4338" 0.5073" U280 5.07' Total load D +0.75(L +S) LL Deflection 0.2077" 0.3382" 11586 5.07' Total load 0.75(L +S) Control: TL 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 Neir respective owners r, � b � t , , , °�Copydght (C)1887 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "Pas is d efi n etl as when t he member floor joist, beam or girder, shown on this drawing meets applicable Thi design criteria for Loads, Loading Conditions. and Spans listed on this sheet. The design must be rev.. by a g rer aalifed designer or design professional as required for approval. s design assumes product installation according to the manutadu s specifications. KeyBuild StntctureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d Materials Database 1360 3:29pm 2 of 3 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 Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners . "'A t s Z (C)1987 -2012 by Keymark Enterpnses, LLC. ALL RIGHTS RESERVED. "Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design cntena for Loads, Loading Conditions, and Spans listed on this sheet. 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. Keysuild5tructureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 krnBeamEngine 4.600d Materials Database 1360 3:29pm 1 of 3 Member Data Description: CaIcG1 Member Type: Girder 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: U360 live, U240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 3.63" 297 554 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 7.50" 182 377 Live Replacement Uniform (PLF) Top 0' 3.63" 0' 3.94" 185 387 Live Replacement Uniform (PLF) Top 0' 3.94" 1' 3.94" 184 382 Live Replacement Uniform (PLF) Top 1' 3.94" 1' 5.56" 182 376 Live Replacement Uniform (PLF) Top 1' 5.56" 1' 5.81" 181 375 Live Replacement Uniform (PLF) Top 1' 5.81" 1' 6.06" 181 375 Live Replacement Uniform (PLF) Top 1' 6.06" 1' 7.63" 181 374 Live Replacement Uniform (PLF) Top 1' 7.63" 2' 3.50" 179 368 Live Replacement Uniform (PLF) Top 2' 3.50" 2' 5.44" 177 194 Live Replacement Uniform (PLF) Top 2' 5.44" 2' 7.50" 176 191 Live Replacement Uniform (PLF) Top 2' 7.50" 7' 3.50" 175 190 Live Replacement Uniform (PLF) Top 2' 7.50" 7' 3.50" 182 210 Live Point (LBS) Top 7' 0.00" 59 0 Live I , 4 7 3 8 O O 7 3 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 3227# -- 2 6' 8.500" Girder N/A N/A N/A 2754# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 1242# 1985# 2 1289# 1464# Design spans 6' 8.500" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass -thru framing is required at point Toads over bearings. 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 4728.'# 13958.'# 33% 3.35' Total load D +L Shear 2326.# 6317.# 36% 0.01' Total load D +L TL Deflection 0.0774" 0.3354" L/999+ 3.35' Total load D +L LL Deflection 0.0439" 0.2236" U999+ 3.35' Total load L All product names are trademarks of their respective owners ,,,,„.., A '`* r ig V' k ' `, ,Copyr,ght (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. 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. KeyBuildStructureTM2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 , kmBeamEngine 4.600d Materials Database 1360 3:42pm 6 of 6 Member Data Description: CaIcG6 Member Type: Girder 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: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 4.75" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 8.75" 3 10 Live Replacement Uniform (PLF) Top 1' 4.75" 12' 10.75" 7 20 Live Replacement Uniform (PLF) Top 2' 8.75" 6' 6.75" 7 20 Live Replacement Uniform (PLF) Top 6' 6.75" 12' 10.75" 7 20 Live Point (LBS) Top 2' 8.75" 98 256 Live Point (LBS) Top 2' 10.50" 575 1445 Live I / O 12 10 12 / / 12 10 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2236# -- 2 12' 1.500" Wall N/A N/A 1.500" 854# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 660# 1575# 2 268# 586# Design spans 12' 1.500" Product: SPF #2 2 x 10 3 ply PASSES 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 5365.'# 5919.'# 90% 2.49' Total load D +L Shear 2199.# 3746.# 58% 0.01' Total load D +L LL Deflection 0.1995" 0.4042" U729 5.46' Total load L TL Deflection 0.2853" 0.6063" 0509 5.46' Total load D +L Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind =160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 y All product names are trademarks of their respective owners , fi � =Copyright (C)7987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuilds'IrttctureTM2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 , krnBearnEngine 4.600d Materials Database 1360 3:42pm 5 of 6 Member Data Description: CaIcG5 Member Type: Girder 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: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 5' 3.00" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 4.00" 7 20 Live Replacement Uniform (PLF) Top 5' 3.00" 14' 2.75" 7 20 Live Replacement Uniform (PLF) Top 7' 4.00" 11' 6.00" 7 20 Live Replacement Uniform (PLF) Top 11' 6.00" 14' 2.75" 3 10 Live Point (LBS) Top 11' 4.25" 596 1509 Live Point (LBS) Top 11' 6.00" 98 256 Live 1 1 1 / / 14 2 12 ® / / 14 2 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 864# -- 2 13' 5.500" Wall N/A N/A 1.500" 2394# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 273# 591# 2 706# 1688# Design spans 13' 5.500" Product: SPF #2 2 x 10 3 ply PASSES 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 5760.'# 5919.'# 97% 10.97' Total load D +L Shear 2357.# 3746.# 62% 13.45' Total load D +L LL Deflection 0.2686" 0.4486" L/601 7.4' Total load L TL Deflection 0.3848" 0.6729" U419 7.4' Total load D +L Control: Positive Moment DOLs: Live =100% Snow= 115% Roof =125% Wind =160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners r -6 ' s "•J a Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. **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. The design most be reviewed by a qualified designer or desiqn professional as required for approval. This design assumes product installation according to the manufacturer's specifications. P KeyBmldStructureTM2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 kittBeamEngine 4.600d Materials Database 1360 3:42pm 4 of 6 Member Data Description: CaIcG4 Member Type: Girder 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: U360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 8.75" 3 10 Live Replacement Uniform (PLF) Top 0' 0.00" 6' 10.75" 7 20 Live Replacement Uniform (PLF) Top 2' 8.75" 8' 11.75" 7 20 Live Replacement Uniform (PLF) Top 6' 10.75" 14' 2.75" 7 20 Live Replacement Uniform (PLF) Top 8' 11.75" 14' 2.75" 7 20 Live Point (LBS) Top 2' 8.75" 98 256 Live Point (LBS) Top 2' 10.50" 596 1509 Live 1 l / 14 2 12 ®/ 14 2 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2394# -- 2 13' 5.500" Wall N/A N/A 1.500" 864# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 706# 1688# 2 273# 591# Design spans 13' 5.500" Product: SPF #2 2 x 10 3 ply PASSES 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 5760.'# 5919.'# 97% 2.49' Total load D +L Shear 2357.# 3746.# 62% 0.67' Total load D +L LL Deflection 0.2686" 0.4486" L/601 6.06' Total load L TL Deflection 0.3848" 0.6729" L/419 6.06' Total load D +L Control: Positive Moment DOLs: Live= 100% Snow=115% Roof = 125% Wind= 160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners ) '-I` „ `a ' ' + a ' a kt , Copynght (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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 The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuildsttuctureTM2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 ,kmBeamEngine 4.600d Materials Database 1360 3 :421)1T1 3 of 6 Member Data Description: CaIcG3 Member Type: Girder 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: L1360 live, U240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 6' 4.00" 7 20 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 2.00" 7 20 Live Replacement Uniform (PLF) Top 6' 4.00" 12' 10.75" 7 20 Live Replacement Uniform (PLF) Top 10' 2.00" 11' 6.00" 3 10 Live Replacement Uniform (PLF) Top 11' 6.00" 12' 10.75" 3 10 Live Point (LBS) Top 10' 0.25" 575 1445 Live Point (LBS) Top 10' 2.00" 98 256 Live 1 I I 12 10 12 12 10 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 854# -- 2 12' 1.500" Wall N/A N/A 1.500" 2236# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 268# 586# 2 660# 1575# Design spans 12' 1.500" Product: SPF #2 2 x 10 3 ply PASSES 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 5365.'# 5919.'# 90% 9.64' Total load D +L Shear 2199.# 3746.# 58% 12.12' Total load D +L LL Deflection 0.1995" 0.4042" U729 6.67' Total load L TL Deflection 0.2853" 0.6063" U509 6.67' Total load D +L Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind= 160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 s All product names are trademarks of their respective owners k S� A �` ''��i , r Copyright (C)7987 -2072 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. Passing i5 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. The design most be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. f KeyBuild Stnicturen.2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 kmBeamEngine 4.600d Materials Database 1360 3:42pm 2 of 6 Member Data Description: CaIcG2 Member Type: Girder 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: Li360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 57 170 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 115 300 Live 7 0 0 /O ® 7 O O / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 2087# -- 2 6' 5.000" Girder N/A N/A N/A 2087# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 578# 1509# 2 578# 1509# Design spans 6' 5.000" Product: SPF #2 2 x 10 3 ply PASSES 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 3348.'# 5919.'# 56% 3.21' Total load D +L Shear 1586.# 3746.# 42% 0.01' Total load D +L LL Deflection 0.0432" 0.2139" L/999+ 3.21' Total load L TL Deflection 0.0597" 0.3208" L/999+ 3.21' Total load D +L Control: Positive Moment DOLs: Live =100% Snow =115% Roof =125% Wind =160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners ` = e a b Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED iNiitirsis, ii, "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. 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. 1 KeyBuddstruttureTM2.401d OmastaRoy66BancroftStRevised - 6- 8 -12 kmBeatnEngine 4.600d Materials Database 1360 3:42pm l of 6 Member Data Description: CaIcG1 Member Type: Girder 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: U360 live, L/240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 8.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 50 150 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 115 300 Live IA L4 7 0 0 O 7 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 2001# -- 2 6' 5.000" Girder N/A N/A N/A 2001# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live 1 557# 1445# 2 557# 1445# Design spans 6' 5.000" Product: SPF #2 2 x 10 3 ply PASSES 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 3211.'# 5919.'# 54% 3.21' Total load D +L Shear 1521.# 3746.# 40% 0.64' Total load D +L LL Deflection 0.0413" 0.2139" L/999+ 3.21' Total load L TL Deflection 0.0573" 0.3208" U999+ 3.21' Total load D +L Control: Positive Moment DOLs: Live =100% Snow=115% Roof =125% Wind =160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners - "�, • 4• Copyright (C)1987 -2012 by Keymark Enterpnses, LLC. ALL RIGHTS RESERVED. "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. 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. KeyBuildStnicturerM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kmBeamEngine 4.600d Materials Database 1360 4:07pm 3 of 3 Member Data Description: CalcB8 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) 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: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 8.00" 167 501 Live Replacement Uniform (PLF) Top 2' 8.00" 7' 8.00" 167 501 Live Point (LBS) Top 0' 7.13" 1272 1827 Live Point (LBS) Top 0' 7.13" 2481 3910 Live x s 7 8 0 7 8 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.971" . 11699# -- 2 6' 5.750" Wall N/A N/A 1.500" 2209# -- Maximum Load Case Reactions Used for applying point loads (or line loads)10 carrying members Dead Live 1 4339# 7360# 2 586# 1623# Design spans 6' 5.750" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3579.'# 21774.'# 16% 3.24' Total load D +L Shear 1669.# 9476.# 17% 5.83' Total load D +L TL Deflection 0.0360" 0.3240" L/999+ 3.24' Total load D +L LL Deflection 0.0265" 0.2160" L/999+ 3.24' Total load L Control: Shear DOLs: Live= 100% Snow115% 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 Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. a "PassAg is defined as when the member, Floor joist, beam or girder, shown 0n this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. 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. KeyBuildstnictureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 kcnBeamEngine 4.600d Materials Database 1360 4:07pm 2 of 3 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13181.'# 25040.'# 52% 10.09' Even Spans D +0.75(L +S) Negative Moment 11726.'# 21774.'# 53% 5.74' Total load D +L Negative Unbrcd 11726.'# 21774.'# 53% 5.74' Total load D +L Shear 8584.# 9476.# 90% 5.75' Total load D +L TL Deflection 0.1220" 0.3349" 11658 9.42' Even Spans D +0.75(L +S) LL Deflection 0.0698" 0.2233" L/999+ 9.42' Even Spans 0.75(L +S) Control: Shear 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 altematives All product names are trademarks of their respective owners ,.. ; . - T:-Copydght (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. imtxi xier.,uc. 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. The design most be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. KeyBuildStrtCtureTM2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 , k$BeamEngine 4.600d Materials Database 1360 4:07pm 1 of 3 Member Data Description: CalcB7 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition: Dry Building Code: IBC /IRC Dead Load: 0 PLF Deflection Criteria: U360 live, U240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 0 200 Snow Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 650 708 Live Replacement Uniform (PLF) Top 4' 0.00" 4' 6.00" 138 413 Live Replacement Uniform (PLF) Top 4' 6.00" 6' 9.75" 167 501 Live Replacement Uniform (PLF) Top 6' 9.75" 8' 3.00" 167 501 Live Replacement Uniform (PLF) Top 8' 3.00" 9' 10.00" 0 200 Snow Replacement Uniform (PLF) Top 8' 3.00" 9' 10.00" 709 1111 Live Replacement Uniform (PLF) Top 9' 10.00" 11' 11.69" 0 200 Snow Replacement Uniform (PLF) Top 9' 10.00" 11' 11.69" 772 1235 Live Replacement Uniform (PLF) Top 11' 11.69" 13' 5.00" 584 1246 Live Point (LBS) Top 3' 1.75" 0 133 Snow Point (LBS) Top 3' 1.75" 247 112 Live Point (LBS) Top 4' 0.00" 0 410 Snow Point (LBS) Top 4' 0.00" 1327 1038 Live Point (LBS) Top 8' 3.00" 0 482 Snow Point (LBS) Top 8' 3.00" 1508 1263 Live Point (LBS) Top 8' 9.00" 1221 1039 Snow Point (LBS) Top 10' 6.00" 1499 2314 Snow Point (LBS) Top 11' 4.25" 98 0 Live Point (LBS) Top 12' 9.88" 1171 1832 Live Point (LBS) Top 12' 9.88" 1271 1862 Live i � � x, r 4 / 6 1 8 7 3 8 0 0/ 13 5 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3328# -- 2 5' 8.875" Wall N/A N/A 4.151" 16346# -- 3 12' 5.250" Wall N/A N/A 3.329" 13107# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Live Snow 1 1255# 2073# 627# 2 7808# 7724# 3660# 3 5768# 7340# 2109# Design spans 5' 8.875" 6' 8.375" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. All product names are trademarks of their respective owners a . 'r .*Copyright (C)1987 -2012 by Keymark Enterprises. LLC. ALL RIGHTS RESERVED. "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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. F :eysuu -±tructureTM 2.401d OmastaRoy66BancroftSt - Level ,.--'` - ' ; 6- 8 -12 , kmBeamEngine 4.600d i - Materials Database 1360 C� 9:40am 1 of 1 11 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: 9.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 9' 0.50" 100 100 Snow / 9 0 8 O ! / 9 0 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 901# -- 2 8' 7.250" Wall N/A N/A 1.500" 901# -- Maximum Load Case Reactions Used for applying point loads or line loads) to carrying members Dead Snow 1 471# 430# 2 471# 430# Design spans 8' 7.250" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 1938.'# 16051.'# 12% 4.3' Total load D +S Shear 735.# 7265.# 10% 8.17' Total load D +S TL Deflection 0.0516" 0.4302" L/999+ 4.3' Total load D +S LL Deflection 0.0247" 0.2868" L/999+ 4.3' Total load S Control: Positive Moment DOLs: Live = 100% Snow= 115% Roof= 125% Wind= 160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives AU product names are trademarks of their respective owners ;_ 4'-''''. , s 1 ; , Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. — 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. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturers specifications. r ;Ceysui0"3 uctureTM 2.401d OmastaRoy66BancroftSt - Level 6- 8 -12 ° kmBeamEngine 4.600d y Materials Database 1360 9:45am _ INe '"r-1 tc fi - "' ! `. 1 of 1 Member Data Description: CaIcG2 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: U360 live, 0240 total 1.500" max. LL Live Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: Q: \OmastaRoy Other Loads Type Trib. Dead Other (Description) Side Begin End Width Start End Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 5.25" 204 360 Snow / i 10 5 4 O 0 10 5 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2867# -- 2 10' 0.000" Wall N/A N/A 1.500" 2867# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Dead Snow 1 1067# 1800# 2 1067# 1800# Design spans 10' 0.000" Product: 1- 3/4x9 -1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES 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 7167.'# 16051.'# 44% 5' Total load D +S Shear 2413.# 7265.# 33% 0.01' Total load D +S TL Deflection 0.2580" 0.5000" L/465 5' Total load D +S LL Deflection 0.1620" 0.3333" L/740 5' Total load S Control: TL Deflection DOLs: Live = 100% Snow =115% Roof= 125% Wind= 160% Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematives All product names are trademarks of their respective owners t ° ' ';')ti - Copyright (C)1987 -2012 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "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. 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. ?r a 13'0" current balcony Make part of room with o large 5 -6 ft window 11' -0' x 6 -8' CO 12' -0" Remove Floor to expose maste bathroom 2' 11 " bathroom insulate and sheet rock N U V Drawers storage t() Chimney h i '''9 N - 3rd floor (attic) _ 0 w N Knee wall Closet 7 l. . _ s _6x6, 8' O plumb for toilet and sink O remove 4'x5' of floor o ,,� c 9' - 4' - — / 5 ,_ 0 „ 2' -5" _ o m r..z... tairs to Att c 11=1111•1111111117. plumb for shower ( .9 0 4' -2" AM, .... ...__. ta--- 12'-4" _ 1 9 tt h 'Seji 1 „4,........ 4111■ _ z • closet 1 3'-0" 1.1 / 4'-0" . v —\,-- \ :sr . \ 12'-6" , :-.1. i 0 Ge closet . ir) /i 3 — L.) 6 : ' - _ 6 '9 closet t, .• ,,,,, H i anging laundry closet N v 1 ---• - 1 (1 ) ' . ' . ' 0 --' -. K-.).. — 3'-0" • -.-4 4§ \ chimney linens 1:. 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V F,104,0-4.7;#0.7;11fri*17,-,-iii.,„ . , ' 127 .di -11' 44 4/2)2012 L oW tit Le ti ( Zoning Board of Appeals - Decision City of Northampton Hearing No.: ZBA- 2012 -0016 Date: February 24, 2012 FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 1/24/2012 2/18/2012 3/1/2012 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 2/11/2012 3/30/2012 2/23/2012 3/8/2012 3/15/2012 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 2/9/ 2012 2/23/2012 2/23 /2012 2/2412012 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE 2/16/2012 5:30 PM 5/23/2012 6/27/2012 MEMBERS PRESENT: VOTE: Malcolm B.E. Smith votes to Grant David Bloomberg votes to Grant Bob Riddle votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Malcolm B.E. Smith Bob Riddle 3 Granted w/ Conditions MINUTES OF MEETING: Available in the Office of Planning & Development. 1, Carolyn Misch, as agent to the Zoning Board of Appeals, certify that this is a true and accurate decision made by the Zoning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date above. I certify that a copy of this decision has been mailed to the Owner and Applicant. NOTICE OF APPEAL An appeal from the decision of the Zoning Board may be made by any person aggrieved and pursuant to MGL Chapt 40A, Section 17 as amended, within (20) days [30 days for a residential Finding] after the date of the filing of this decision with the City Clerk. The date of filing is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of Northampton. • • • I �I F - F R 2 4 2012 I� I lu;(1 March 16, 2012 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Zoning Board of Appeals was filed in the Office of the City Clerk on February 24, 2012, that twenty days hre elapsed since such filing and that no appeal has been filed in this matter. / Attest t Lit/ r1 / City Clerl City of Northampton GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc. ATTEST: HABBP$HIRE ! d[, t .ca ,. Runs PATRICIA. A. PT. •A ' • Zoning Board of Appeals - Decision City of Northampton Hearing No.: ZBA- 2012 -0016 Date: February 24, 2012 APPLICATION TYPE: SUBMISSION DATE: Special Permit 1/25/2012 ( (I 11 111111E1 111111111 • Owner's III Applicants � Name: Owners Name: 2012 0001 1683 NAME: NAME: GRANDONICO KATHRYN GRANDONICO KATHRYN Re orded: 0 I24 Pagel 1 2 Recorded: 05/24/2012 11:11 5 AM ADDRESS: ADDRESS: 25 N PLEASANT ST 25 N PLEASANT ST TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: AMHERST MA. 01002 AMHERST MA 01002 PHONE NO.: FAX NO.: PHONE NO.: FAX Na: (413) 253 -7879 0 (413) 253 -7879 0 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME. 66 BANCROFT RD URA(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved w/ Conditions MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: 318 003 001 Chpt. 350- 6.2: Table of Dimensional and TOWN: STATE: ZIP CODE: Book: Page: Density Regulations. 4112 190 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK Two car attached garage 10' from the side lot line, but 30' from the front lot line instead of 60' HARDSHIP: CONDITION OF APPROVAL: 1) The curb cut shall be no greater than 15' wide at the street. 2). Roof runoff from the garage shall not be channelized nor directed to flow off site. FINDINGS: The Zoning Board granted the Permit for a reduction in front yard setback for the attached garage based on the information submitted in the application and the Board found that: A. The requested use protects adjoining premises against seriously detrimental uses. The Board determined that the attached garage would be no more visually intrusive to the neighborhood than a detached garage with the same setback. B. The requested use will have no effect on the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets. The use will remain as a single family use. C. The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area. D. The requested use will not have an effect on city resources as the two family uses will remain the same. E. The requested use meets special regulations set forth in the Zoning Ordinance under section 10.12 as specified in the application. The attached garage will be stepped back from the front facade of the house, to create a visual relief of the structure and meets the criteria in the table of dimensions for special permit. F. The requested use bears a positive relationship to the public convenience or welfare. The use will not unduly impair the integrity of character of the district or adjoining zones, nor be detrimental to the health, morals, or general welfare. The use will be in harmony with the general purpose and intent of the Ordinance. COULD NOT DEROGATE BECAUSE: GeoTMS® 2012 Des Lauriers Municipal Solutions, Inc. ', I Nd 7 .00 .0----H y ' 4f fNb � =i .0, 0 �. 8 Cti , FS• N�sxa o` a 'c ,44 °QoQ O� 43 z1dn a)odn ■ s 9c, �+ e.t 's°r .o e` . � - -Ii •OS 2V6 ., oo � .� / f s. � ,, ) a ° r d� 1 0N- Gi b /� co- gy p` F > �° / ` .� °,y Q / N.,0 Y ') � T / as 4x 4 ,/ sa �� 6 p‘ 0 0 460 d`�o a F a �`� ��tid �;by • i -� ' , *fr da_saciTuse:+_n �- DEPA ?TMENT GB BUILDING INSPEMONS ;: 2I2 Main Street • Municipal E uildin_ r- INSPECTOR Northampton, MA 01060 t' HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3A to act as his/her construction sup': - sor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he /she resides or intends 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 home owner." The buildingdepartment 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 bacltiill). sonotube holes (before Dour). a rough building inspection (before work is concealed). insulation inspection (if required) and_afnal hug rlina 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 Address of work location <, ',, The Commonwealth of Massachusetts ' _ L Department of Industrial Accidents " W ? I ? Office of Investigations • ',_ ; '. 600 yYa Street ro — K/ Boston, M14 02111 www.mass o ov /dia Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians/PIumbers Applicant Information Please Print LeaibIv Name ( Business/Organizon/Individual): �•Gd15/? 7e. isle -a ✓ 2:1"‹...- Address: d / J tt4 c City /State/Zip: ,t/ ,./ 0/ 411 C Phone -1: 'f 7 — LS Are you an employer? Check the appropriate box: Type of project (required): 1. 3: an a emmloyer with 4 . E] I am a general contractor and I employees (foil and/or part- time).* have hired the sub- contractors 6. ❑ New construction nQ , listed on the e =ached sheet 7. Remodel in i 2. ❑ 1 am a sole proprietor or partner- shit: and have no employees These sub - contactors have S. Demolition I wor'- ng for me in any capacity. ac employees and have workers' 9. 4B addition i [No workers' cow. in . muTance comp. insurance.: required] 5. ❑ We are a corporation and its 10.❑ Elect teal repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11.❑ Plttmbin� repays or additions [No workers' comp. in rift of exemption per MGL 12. ❑ Roof repairs rued] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other Comp. insurance required.] _ - -- -_,may applicant that coed oox f1 - must aso all out tae sevaon oeiow snowing then workers' cornpensanon poucy information. I Horneowners 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.arrrhed an additional sheet showing the name of the sub - contractors and stare whether or not those entities have employees. If the sub-contractors-have employees, they must provide their works' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. / Insinance Company Name: C.4 f/4.f' S Policy # or Self-ins. Lic. #: S'Y3 23/ Expiration Date: " / / / /4el - Job Site Address: G G el..., c t f7 CT City /Stare /Zip: t t� -J./r- . / 6 4 a /06 ft. Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to sense coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLA. for insurance coverage verification. _I do hereby cerr<fy under the pains and penalties of perjury that the information provided above is true and correct. ` !r� /o Signature: Date: Phone #: 4 `t 7-x'4 Cl 11 Offciai use only. .Do not write m this area, to be completed by clay or town official P -ermitiLlcense Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town CIerk 4. Electrical Inspector 5. PIumbing Inspector 6. Other Contact Person: Phone 27. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer (diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99% of the moisture in a structure. This is evident every time one exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 28. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 29. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note: ThruLoks are engineered for post attachment supporting a railing. 30. Smoke and CO detectors as required. 780 CMR R314 and R315. 31. Closets beneath stair which have doors must be drywalled with %2 ". 780 CMR R302.7 Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. Feel free to call if you have any questions. My telephone number is 587 -1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk -ins at 12:00 noon on Wednesdays. My email address is: cmillernorthamptonma.gov Thank you for your cooperation on these ma - . Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement b. All corners must be appropriately attached to the foundation. 12. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended 13. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 14. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 15. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20 "x41" exception 5 sqft at 1 floor. Minimum dear opening 20 "x24" or 24 "x20 ". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door, maximum step 7 3/4" from the top of the threshold and only in- swinging doors. 780 CMR R311.3 16. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ", maximum riser 8 maximum overall variance for the run is 3/8 ", 4" sphere rule on risers except where the total rise is 30" or Tess 780 CMR R311.7.4.3 Exception, 4 3/8" on balustrade, 6" in the triangle. Graspable rail 13/4" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780 CMR R311.7. 17. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36 ", 4" sphere rule. 780 CMR R312.1. 18. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge, In interior non- bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, in bearing walls if more than 50% of a plate is cut or notched a 1 16ga. strap must extend a minimum of 6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom. Notches — none in the middle 1 /3 of the span of the joist, depth of cut max 1 16 of the depth of the joist, width of cut max 1 /3 of the depth of joist! 19. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3 20. Dryer duct maximum equivalent length is 25' including the transition section or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 21. Concealed dryer ducts are required to have a label within 6' of the dryer connection stating the equivalent length and risk of fire. See CMR 780 M1502.4.5 22. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 23. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces 24. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302. 25. Ignition barriers in place before final. 780 CMR R316. 26. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. Energy information including mechanical equipment posted on the electric panel. d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Building Option Package. City of Northampton Massachusetts' .L 'r ti DEPARTMENT OF BUILDING INSPECTIONS w f t 212 Main Street • Municipal Building ..a ' 's Northampton, MA 01060 3 .. INSPECTOR Roy Omasta June 18, 2012 21 North Street Hatfield, MA 01038 Subject Location /Project: 66 Bancroft Road / SFH Map Block: 31B - 003 Mr. Omasta The following items are code requirements which need to be addressed as part of this project: 1. Initial and final HERS rating reports are required. 2. Smoke detectors, COs, and heat detectors as required throughout. 3. Make -up air for the fire place per code. 4. Air barriers before tubs or showers go against exterior walls. 5. All point Toads /load paths must continue to adequate foundation bearing points. 6. Ceiling joist, rafter ties, or a structural ridge is required. 7. Hazardous location must have tempered glass. As of August 4 2011 the 8 Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not a substitute for purchasing and reading the MA codes. 780CMR 2009 IRC with MA amendments. 1. Structures shall conform to 780 CMR 8 Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Foundation anchor bolts must be'h" and be embedded a minimum of 7" into the concrete. 10" bolts minimum! 780 CMR R403.1.6 6. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties, must be in the lower 1 /3 of the rafter, and may require up sizing of rafters and increased nailing. Example with a 4" slope 8 -16nd common are required at each connection. 780 CMR R802.3.1. When there is not one of these two a structural ridge is required with a load path to the foundation. 7. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1 /3 780 CMR R802.3.1 8. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 9. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 10. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 11. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window /door layout may require special solutions. SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : e0y 6f�/f )t, 76.� 1 License Number I �pti � , c,- L A a ' /a3 f J a / /o� /3 Address Expiration Date Signature Telephone 9. Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone 4`77 — J - 4 - '6 G" — 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 fi 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 C] Addition 01 Replacemen indows Alteration(s) O M Roofing n Or Doors Accessory Bldg. ❑ Demolition ❑ New Signs [C3] Decks [ Siding [p] Other [0] Brief Description of Proposed , rIP . • Work: aii `N- )t r ,r ' / c, r ' 4,e01 ,o Arc' _ e a-- * pvr7if il Alteration of existing bedroom Yes ,f No Adding ne w bedroom Yes x No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family ✓ Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? 'TO PP jc./r k.�--N, I d. Proposed Square footage of new construction. 2 L/ X-2- 5 Dimensions lY © r e. Number of stories? l f. Method of heating? ( S Al i ✓✓ Fireplaces or Woodstoves / v-,5 Number of each 1 _ g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes .5( No. / Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade l t/ '/' w 7 k. Will building conform to the Building and Zoning regulations? 5( Yes No . I. Septic Tank City Sewer X Private well City water Supply SECTION 7a -- OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT • I, /4 4 %i(y yJ (97U h0/0il1 r0 , as Owner of the subject property hereby authorize U .,,,•41 .'f5 1 _4 0 e- /0/0 /7 to act on my behalf, in all matter relative to w..- . uthorized by this building permit application. S. ature of • --r ^` Date I 9 G 7 /17. 4"► ( / n C/ CY di / c- Q , as Owner /Authorized Agent hereby declafe 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 perju r . e Print Name -�— f > /4 Orblyi lc-4 n t/py4 /r Cr 5/9- y/ ) z 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 7© .......... �'1 Q ...... Frontage Setbacks Front " 3Q' 7'd Side L: R: _ .. L: ,......_._ R IO,. 3 Rear 11 5 r ,' f ofc y � Building Height 5 . ofto S Bldg. Square Footage 2 5147... ? Open Space Footage (Lot area minus bldg & paved _ ,__, parking) s G ) Sob # of Parking Spaces Fill (volume & Location) __ A. Has 4 Permit Variance /Finding ever been issued for /on the site? NO CD DONT KNOW 0 YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES,(, -,h4 (rlrvr'1 j 'i1 d i T IF YES: enter Book Page and /or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW Q YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist on the property? YES NO Ql IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES (3 NO Cif IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, exc ation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. A Department use only r . __._city of Northampton Status of Permit. 6 ECEIVE ® � wildin Department CurbGuf/Driv wayParrnit 212 Main Street Sewer /Septic Availability Room 100 WateriWell Availability No hampton, MA 01060 Two Sets of Structural Plans = • • • • , 13- 87 -1240 Fax 413- 587 -1272 Plot/Site Plans DEPT. OF BUILDINC INSPECTIONS - NORTHAMPTON MA01060 Other Specify 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: /` / (, / - ff c/c) 4 I? d/ Map '7/ / 0 � � � ) Lot (" Unit �' . C7i 7 l ryn 1yj „ 4i.. �a�° '� Zone 12 / Overlay District Elm St District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ,414111.d/'57 1 1 en h 61^cfnc o ,, /'C c , _2 c 7�fa'Swi, S/ c7/00 2 me (Pridt) Current Mailing Address: y 9 Zl /3 2...3_ 3 > IS / ". Telephone ignatur- 2.2 Authorized Agent: .9 , ,�y_c.ril7 ST iii 0 0,11o'Stry ( orl1" S/� c.r1A�� j�a T� /' -d /C/ _.c1 l 3 8- Name (Pri,(t) Current Mailing Address: gi/t/i...l'-- pel)—t 4 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 7 9 / (' 2. Electncal J (b) Estimated Total Cost of 1.7 / c e 0 Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) cJ 4 `� 5. Fire Protection g 6. Total = (1 + 2 + 3 + 4 + 5) /J I 5 0 Check Number L 7 9 2 � This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner %Inspector ofBuwldmgs Date P oK File # BP-2012-1039 1 APPLICANT /CONTACT PERSON ROY OMASTA ADDRESS/PHONE 21 North St HATFIELD (413) 247 -5666 \ Li. PROPERTY LOCATION 66 BANCROFT RD C� � ��C , MAP 31B PARCEL 003 001 ZONE URA(100)/ .(1 t�- �; \ 4�"`o\ THIS SECTION FOR OFFICIAL USE ONLY: N ‘1 ,3.)W - � E PERMIT APPLICATION CHECKLIST S a ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 0 16. 41)0, Fee Paid pl Typeof Construction: CONSTRUCT 2 CAR ATT GARAGE 24 X 25 & RENOVATE INTERIOR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: THE F Owner/ Statement or License 006763 3 sets of Plans / Plot Plan LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN 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 Demolition Delay °:- 40 .7-47:1- 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. 66 BANCROFT RD BP- 2012 -1039 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B - 003 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- 2012 -1039 Project # JS- 2012- 001138 Est. Cost: $136500.00 Fee: $819.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ROY OMASTA 006763 Lot Size(sq. ft.): 8886.24 Owner: GRANDONICO KATHRYN Zoning: URA(100)/ Applicant: ROY OMASTA AT: 66 BANCROFT RD Applicant Address: Phone: Insurance: 21 North St 413 247 -5666 Workers Com.ensation HATFIELDMA01038 ISSUED ON:6/18/2012 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 CAR ATT GARAGE 24 X 25 & RENOVATE INTERIOR 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: Building 6/18/2012 0:00:00 $819.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner