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N rn W o s � N oF,00-DIZ C-n rn—c270 7a>Au' ^4 N .- rn oi ^ °;o v A m W ?# 4 ,p m 5'' `° tr v 40 07 D 4--Ipr—'N 3 _ —I ` ° `^m p ° 7D WHOLESALE �Q 57 -" co ^ a r ro n =r-1-CI-o z m o '> 0 145 DIVIDEND RD O c, o0.n a'an aaaC7 a „§ o ° -, ••• •" ROCKY HILL, CT 06067 —(t/7 o <m rn o00 -1 ��aZ°y Di \ R'I ro 2, N.o-coo cD :n cn o V a 3 , A 3 ;; . N N sv N a .o ,1- a, PHONE: 800-800-6894 EMAIL: plansC�degoLcom P. o 0 0•" o o n o Level: FIRST FLOOR DECK °' o J ° Job ID #: 7D 199565C state: 1/4"= 1' b - is i,i tg 3` 4:1:1e-11, O 4 �t ' r L h 1,'n'. 11 t T. i.:i ` 6. 3 . , s st � 1I I ti -l \, x .g z ri` :Ii is zyi \� x 1:i„I - 2' 5E. aE ,.1. �. 82-2 :'�. A f: _ i O H .. ... .. .. ... $ ' j r El I; L.__ I: 1, a W C 3 O �-._ ._ _ opzo-ii 0... `Z : z v _... i • n 1L JL JL JL IL_ 1L G -31L ..11. JL JL IL..1L 11 -.. ; Ik I i i t I : C k v D r ir' -1r it it 'ir irig f lr r it it .Tr Z [ _ z }1 a .'"-417" ... _.. i o �0 ®a®® BB® x'm - L. _ � t: __ G3 1 IH1-,' y Ball®17®®®®B® D 34- H1 _� = BUN BB=RBB■IIBI r o • 16' [ 1 HIiNu :; I s -2 Ong RBEEME1211'A N n i 5 fi , ;m gs g o m 0 8W 3a R•_-1 ,,T,-:1: m n 3°.o,1;.o 5 c nro t_ L . Py "1 . c G as 1 a 2 g-ny s$c F oSRl. ^a�a�; E:.,-,fa m .c^.la A $3 f o' ry o`,aB mm^ R� ^ G� v Dv . F.� m rh GD 1 I I ��cC ,4 0 0 T,T, .= § NW - �p(L'1 L'1 L'1 c+nn(,l._(_.l_LL<_ 1 OOODm O . ., i AX V P.nAwN�PV.A W N+ .2 .y<-,,H0 . rill P 3 �.o.ow � N P X X ,i- A j.< 2 W Ll c_ : N.�ifNC NN A 6-wN NANN W W O�vNIN A -�Z fvilO Cl ^' '-I N^.ti� r' Z 0n ma II=<3 m n' D 5 N O. n' N C E 3 .c^. y °-m33 3 E m w g a 3 f _ rnQ ^ o?> aaa.o;•--•an:R-.A-. DnzCOC rnc2n~ _M �" xKCCA ,° N ,--- . 10 07n-1 rr Oo °O�c g o 72',,(:),,,>-mm • N �;' N O-N N N rl 77 0 V1 � A OO `z Q-y rnO a OT p O 9 0 g r x rrt p 2 m W m ° imp o V O-I0r D p-Ipr��+ F, 0 0 3 co rt a ,, 0 7D WHOLESALE �gErm(3 0 -- r-== 0 0 0 A, C'1 O r r O Z a _ ° 0 145 DIVIDEND RD-n o• rn00z na... aaiCUn fl o o W °° W =a a N ° ROCKY HILL CT 06067 O r<ri N 000 .....AZ aai ° p � � -NI Pa 3 r- a, �� LII�"0° a s w PHONE: 800-800-6894 EMAIL: plans @degoLcom MI o AA.. iD� -Nn(4,r' 3. 'C-I iii �, �+ S o o p o Level: SECOND FLOOR DECK rn 0 0 3e -, .,... r 0 t ° Job ID #: 7D 19956SC Scale: 1/4" = 1' g i Q212Z6SC-J4-16 FFD 9-11-13 Key Be TZ RESIDENCE- T 9 4:29pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.6004 IanBeamKssne 4.6026 Materials Database 1418 Member Data Description: Member Type:Joist Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/I RC Live Load: 40 PSF Deflection Criteria: L/480 live,L/240 total Dead Load: 15 PSF Deck Connection:Glued&Nailed Filename:All 05 Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Point(PLF) Top 0' 4.63" 0 81 Live Point(PLF) Top 0' 4.63" 765 421 Snow Point(PLF) Top 0' 4.63" 27 10 Live Point(PLF) Top 0' 4.63" 10 4 Live ' ..�. ar� O ::'4 4v g� �� , ��� 0 " s , � S ' �' , ,«T� � � �/ / / 15 6 10 0 ®/ 15 6 10 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 1.750" 1934# — 2 15' 6.625" Half-Wall Steel 5.250" 1.750" 543# - Maximum Load Case Reactions Used for apptyi rg poi rt loads(or line loads)to carybg members Live Snow Dead 1 444#(333pIf) 10201(765p11) 836#(627plf) 2 395#(296pIf) 0#(0plf) 148#(111plf) Design spans 14' 9.625" Product: 9 1/2" RFPI-40S 16.0" O.C. 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. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2008.'# 2735.'# 73% 7.79' Total Load D+L Shear 543.# 1120.# 48% 0' Total Load D+L End Reaction 543.# 1120.# 48% 0' Total Load D+L TL Deflection 0.3691" 0.7401" L/481 7.79' Total Load D+L LL Deflection 0.2684" 0.3701" L/661 7.79' Total Load L Control: Pos.Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE induded in the Reaction table AI product names are trademarla of therrespeaiveowners Stephen Carr Seven D Wholesale Copyright(C)2013 by Stnpsm Strong-Tie Compary Inc ALL RIGHTS RESERVE. 145 Dividend Road 'Passings dined as when the member,firer joist,beam a gr�r,shove on the drawbg meets cep jo abledesign cetera for Loads,Loading Cmddons,and Spans listed onthis sheet.The design Rocky Hill,CT 06067 must be reviewed bye qualified designer ordeagr professimal asrequredfm appraal.Thisdesigr assumes prodret irstalatbn aaordirg to the marufacturers spedficstiors. Rocky (860)278-7750 7D19956SC-J1-16 SFD J 9-11-13 Key Beam RESIDENCE-I,OT 9 4:21pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.600d lanBeamEngine 4.6026 Materials Database 1418 . Member D�t,7 Descriptio Member Type:Joist Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PSF Deflection Criteria: L/480 live, L/240 total Dead Load: 15 PSF Deck Connection: Glued&Nailed Filename:A9 10 Other Loads Type Other Dead (Description) Side Begin End Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 17' 4.63" 30 15 Live Point(PLF) Top 17' 0.00" 0 381 Live Point(PLF) Top 17' 0.00" 600 0 Snow 17 4 10 17 4 10 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder Steel 5.250" N/A 497# — 2 17' 4.625" Wall Steel 5.500" 1.750" 1522# — Maximum Load Case Reactions Used for appbi rg poirt loads(or line loads)to caryng members Live Snow Dead 1 331#(248p1f) 0#(Oplf) 166#(124pIf) 2 331#(248pIf) 800#(600pIf) 674#(505pIf) Design spans 16' 6.750" Product: 9 1/2" RFPI-40S 16.0" O.C. 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. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2057.'# 2735.'# 75% 8.72' Total Load D+L Shear 497.# 1120.# 44% 0' Total Load D+L End Reaction 497.# 1120.# 44% 17.39' Total Load D+L TL Deflection 0.4633" 0.8281" U429 8.72' Total Load D+L LL Deflection 0.3088" 0.4141" L/643 8.72' Total Load L Control: Pos.Moment DOLs: Uve=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE inducted in the Reaction table Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. Al product names are trademark of that respective owners Stephen Carr Seven D Wholesale Copynght(C)2013 by Simpsm Strong-Tie Compary Inc ALL RIGHTS RESERVED. 145 Dividend Road `Passing s def ned as when the member,flcor joist,beam a grcer,shown on this drawn meets appi cable design atena for Loads,Loading Cmditans,and Spans l fisted on this s feet.The design must be reviewed bya qualified desgne-or des gi professmal asrequredfa approval.This design assume:prodret irstalation amordirg to the manufacturer's speafiratiors. Rocky Hill,CT 06067 (860)278-7750 7D19956SC-G7-3 SFD--) 9-11-13 Key Be KATZ RESIDENCE-LOT 9 4:26pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 Key Beam®4.600d IanBeamEngine 4.6026 Materials Database 1418 Member Dam Description: Member Type:Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.4 PLF Filename:G5 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1'10.00" 258 129 Live Replacement Uniform(PLF) Top 0' 0.00" 5' 9.75" 230 115 Live Replacement Uniform(PLF) Top 1'10.00" 5' 7.00" 258 129 Live Replacement Uniform(PLF) Top 5' 7.00" 8' 4.00" 258 129 Live Replacement Uniform(PLF) Top 5' 9.75" 19' 7.75" 170 85 Live Replacement Uniform(PLF) Top 8' 4.00" 17 11.88" 258 129 Live Replacement Uniform(PLF) Top 17'11.88" 19' 7.75" 258 129 Live 1 1 I 1 1 1 I 4 ..'s ,s adz It / 19 7 12 9 0 19 7 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 3.500" 1.718" 6766# — 2 19' 7.750" Wall Steel 3.500" 1.628" 6409# - Maximum Load Case Reactions Used for appyi rg part loads(or line loads)to caryng members Live Dead 1 4393# 2373# 2 4155# 2254# Design spans 19' 2.500" Product: 2.0 RigidLam LVL 1-3/4 x 14 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides 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 31127.'# 42281.'# 73% 9.82' Total Load D+L Shear 5891.# 13965.# 42% 0.23' Total Load D+L Max.Reaction 6766.# 13781.# 49% 0' Total Load D+L TL Deflection 0.8636" 0.9604" L/266 9.82' Total Load D+L LL Deflection 0.5601" 0.6403" U411 9.82' 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% Al product names are trademarla of Cher respective owners Stephen Carr Seven DWholesale Copyright(C)2013 by Sinpsm Strong-Tie Company In ALL RIGHTS RESERVED. 145 Dividend Road 'Passng s del ned as when the member,floor pist,beam a green,shows on the drawng meets applicable design ertena for Loads,Loafing Cmditons.and Spans listed on this sleet.The desgn Rocky Hill,CT 06067 must be renewed by a qudifief designer or desgl professmal as requredf a approval.This deegl assume;prodict Iretalation aecordirg to the manufacturer's spedca fbors. ^7 (860)278-7750 D19956SC-G6-2 SFDD� 9-11-13 I 7 Key Be L RESIDENCE-LOT9 4:25pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.600d kinBeamEngine 4.6026 Materials Database 1418 Member Data Description:lek Member Type:Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 21.0 PLF Filename: G12 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 5.50" 550 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 6' 5.50" 154 417 Live Replacement Uniform(PLF) Top 6' 5.50" 10' 7.50" 79 380 Live Replacement Uniform(PLF) Top 6' 5.50" 10' 7.50" 550 0 Snow Replacement Uniform(PLF) Top 10' 7.50" 17' 0.00" 550 0 Snow Replacement Uniform(PLF) Top 10' 7.50" 17' 0.00" 154 417 Live Replacement Uniform(PLF) Top 17' 0.00" 24' 0.00" 550 0 Snow Replacement Uniform(PLF) Top 17' 0.00" 24' 0.00" 192 437 Live Point(LBS) Top 6' 5.50" 146 188 Live Point(LBS) Top 10' 7.50" 146 188 . Live I � ,. . v � - " t ,' ; rw A ' � ) ; � * :,.*:,:;'.:;e::'::; a, ,, hr ' " ; x 1. / / 2400 7 2400 �/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 4.435" 11642# — 2 24' 0.000" Wall Steel 5.500" 4.445" 11667# — Maximum Load Case Reactions Used for appyi rg poll loads(or line loads)to caryng members Live Snow Dead 1 1809# 6388# 5254# 2 1993# 6388# 5279# Design spans 23' 2.750" Product: 2.0 RigidLam LVL 1-3/4 x 24 2 ply PASSES DESIGN CHECKS Connect members with 4 rows of 16d common nails at 12.0"oc 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 67782.'# 85630.'# 79% 12' Total Load D+S Shear 9665.# 18354.# 52% 0.4' Total Load D+S Max.Reaction 11667.# 14438.# 80% 24' Total Load D+S TL Deflection 0.8162" 1.1615" L/341 12' Total Load D+S LL Deflection 0.4468" 0.7743" L/623 12' Total Load S Control: Max.Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% Al poduct names are trademark of tharrespeaiveowners Stephen Can Seven D Wholesale Copyright(C)2013 by Sinpsm Strong-Tie Company Inc ALL RIGHTS RESERVED. 145 Dividend Road 'Passings dined as when the member,fimr gist,beam a grew,shown on the drawing meets appli cable design ateria for Loads,Loading Ccnditbns,and Spans listed on this sleet.The design must be revewed bya qudlfied designer ordesigt pofessimal as requredfa approval.This design assumes prod ct irstalatbn according to the manufacturer's spedficatiors. R0 y Hill,CT 06067 (860)278-7750 _ 7D19956SC-G5-1 SFD —) 9-16-13 ■ Key Beam KATZ RESIDENCE-LOT 9 5:14pm J SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.600d ImtBeamEngine 4.6026 Materials Database 1418 Member Dam Description: b Member Type: Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.2 PLF Filename:G7 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3'11.25" 255 128 Live 3 11 4 / O 0 / 311 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder Steel N/A N/A 649# — 2 3'11.250" Girder Steel N/A N/A 649# — Maximum Load Case Reactions Used for apply rg point loads(or line loads)to carrying members Live Dead 1 428# 221# 2 428# 221# Design spans 3' 4250" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 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 544.'# 6550.'# 8% 1.97' Total Load D+L Shear 342.# 3159.# 10% 0.3' Total Load D+L TL Deflection 0.0044" 0.1677" L/999+ 1.97' Total Load D+L LL Deflection 0.0029" 0.1118" L/999+ 1.97' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. Al product names are trademarls of the r respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVE. 145 Dividend Road *Teasing 6 def ined as when the member,floor gist,beam a girrr,shove on the drawing meets applicable desgn arena for Loads,Loafing Conditions,and Spans listed on this sheet.The design must be reviewed bya qua ified designer ordesgi professional as required fa approval.Thisdesgi assume;product irstalaton according to the manufacturers speaflratiors. Rocky Hill,CT 06067 (860)278-7750 , 7D1 956SC-G4-1 SELL---- 9-16-13 Key. ea. . TZ RESIDENCE-LOT 9 5:12pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.600d ImtBeamEcgine 4.6026 Materials Database 1418 Member Data Description:G3 Member Type:Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 4.2 PLF Filename:G3 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 3.75" 64 30 Live ;x . ,v T ` , , f �fi,. sly?.... / / 4 3 12 / 4312 0/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length, Required Reaction Uplift 1 0' 0.000" Girder Steel N/A N/A 198# — 2 4' 3.750" Girder Steel N/A N/A 198# - Maximum Load Case Reactions Used for appyi rg poirt loads(or line loads)to caning mambas Live Dead 1 129# 69# 2 129# 69# Design spans 4' 0250" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 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 199.'# 6550.'# 3% 2.16' Total Load D+L Shear 120.# 3159.# 3% 0.16' Total Load D+L TL Deflection 0.0023" 0.2010" L/999+ 2.16' Total Load D+L LL Deflection 0.0015" 0.1340" L/999+ 2.16' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. AI product names are trademarks of ther respective owners Stephen Can Seven 0 Wholesale Copyright(C)2013 by Senpsm Strong-TM Compary Inc ALL RIGHTS RESERVE. 145 Dividend Road "Passings dined as when the member,f cor gist,beam a grder,shown on the drawing meets appli cable design criteria for Loads,Loading Canditons,and Spans listed on this sheet.The design_oc. Hill,CT 06067 must be reviewed bye qualified desgna or design professmal asrequred fa appwal.This design assumes prodnot irstalation according to the marufacturer s speaficati ors. �V (860)278-7750 7D19956SC-G1-3 FFD 9-11-13 eyBea KATZ RESIDENCE-LOT 9 4:31pm J SOVEREIGN WAY,NORTHAMPTON,MA 2 of 2 KeyBeam®4.600d lanBeamEngine 4.6026 Materials Database 1418 Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table Al product names are trademarks of(their respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 bySmpsm Strong-lie Conway Inc ALL RIGHTS RESERVED. 145 Dividend Road —Passing s defined as when the member,flmr gist,beam a grrpr,shows on the drawng meets applicable design ateria for Loads,Loading Cmditbns,and Spans listed on this sleet.The design Rocky Hill,CT 06067 must be reviewed bya qudified designer or design profesomal as requiedfa approval.Thisdesg)assumes prodmt irstalaton according to the marufactwers spedficatiors. k (860)278-7750 • 7D19956SC-G1-3 FFD 9-11-13 Key Beam • ID 1 - i11 ' 4:31pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 2 KeyBeam®4.600d IanBeamEngine 4.6026 Materials Database 1418 Member t 2 Description j ^ ) Member Type:Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: G4 05 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0'10.63" 27 10 Live Replacement Uniform(PLF) Top 0' 0.00" 1' 5.13" 73 27 Live Replacement Uniform(PLF) Top 0'10.63" 1'10.63" 27 10 Live Replacement Uniform(PLF) Top 1' 5.13" 1'10.63" 139 44 Live Replacement Uniform(PLF) Top 1'10.63" 13' 4.63" 9 3 Live Replacement Uniform(PLF) Top 1'10.63" 13' 4.63" 139 44 Live Replacement Uniform(PLF) Top 13' 4.63" 14'10.63" 27 10 Live Replacement Uniform(PLF) Top 13' 4.63" 17' 4.63" 139 44 Live Replacement Uniform(PLF) Top 14'10.63" 17' 4.63" 27 10 Live Point(LBS) Top 1'10.63" 1851 1290 Live Point(LBS) Top 13' 4.63" 140 78 Live Point(LBS) Top 17' 0.00" 0 56 Live Point(LBS) Top 17' 0.00" 468 289 Snow Point(LBS) Top 17' 0.00" 1747 937 Live I ■ v 1 f '. 1' / 17 4 10 ,0 0 17 4 10 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.250" 1.500" 4592# — 2 17' 4.625" Wall Steel 5.500" 1.500" 5295# — Maximum Load Case Reactions Used for appyirg poirt loads(or line loads)to ce ryng members Live Snow Dead 1 29101# 0# 1683# 2 3315# 468# 1980# Design spans 16' 7.625" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides 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 10170.'# 20436.'# 49% 7.85' Total Load D+L Shear 4474.# 9476.# 47% 0.37' Total Load D+L Max.Reaction 4592.# 20672.# 22% 0' Total Load D+L TL Deflection 0.7010" 0.8318" L/284 8.68' Total Load D+L LL Deflection 0.4740" 0.5545" U421 8.68' Total Load L Al product names are trademark of thar respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 by Sinpsar Strong-Tie Company Inc ALL RIGHTS RESERVED. 145 Dividend Road 'Passings ddned as when the member,flmr pint,beam a gid°r,shown on the drawing meets applirabledeagn alone for Loads,Loading Cmditbns,and Spans listed on this sheet.The deign must be renewed bya codified designer or design professimal as requiedfa approval.Thisdeagr assumes product irstalatbn amordirg to the manufacturers speofiratiors. Rocky Hill,CT 06067 (860)278-7750 C-7D19956SC-G1-2 SFD 9-11-13 KeyBeana KATZ RESIDENCE 4:22pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 2 KeyBeam®4.600d lcmBeamFngine 4.6026 Materials Database 1418 Member Data Description " Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename:G11 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 4' 0.00" 27 10 Live Replacement Uniform(PLF) Top 0' 0.00" 6' 4.50" -141 46 Live Replacement Uniform(PLF) Top 0' 0.00" 17' 0.00" -53 -20 Live Replacement Uniform(PLF) Top 0' 0.00" 17' 0.00" 40 20 Live Replacement Uniform(PLF) Top 4' 0.00" 17' 0.00" 27 10 Live Replacement Uniform(PLF) Top 6' 4.50" 10' 6.50" 46 15 Live Replacement Uniform(PLF) Top 10' 6.50" 16' 9.25" -141 46 Live Replacement Uniform(PLF) Top 16' 9.25" 32' 6.00" 243 121 Live Point(LBS) Top 0' 4.63" 765 421 Snow Point(LBS) Top 17' 0.00" 465 258 Live 1 I I II I. tl 17 0 0 15 6 0 0, 3260 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 1.500" 1613# -1080# 2 17' 0.000" Wall Steel 3.500" 1.838" 5548# -1293# 3 32' 6.000" Wall Steel 5.500" 1.500" 2558# - Maximum Load Case Reactions Used for applying part loads(or line loads)to caryng members Live Snow Dead 1 -1157# 765# 77# 2 3610# 0# 1938# 3 1687# 0# 870# Design spans 16' 7.375" 15' 1.375" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc 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. Review gravity uplift reaction force of 1081Ibs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 12941bs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8779.'# 13100.'# 67% 25.31' Total Load D+L Negative Moment 7372.'# 13100.'# 56% 17' Total Load D+L Shear 3008.# 6318.# 47% 17.01' Total Load D+L Max.Reaction 4826.# 10172.# 47% 17' Total Load D+L TL Deflection 0.6825" 0.7557" U265 24.56' Total Load D+L LL Deflection 0.4600" 0.5038" U394 24.56' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Root'=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE induded in the Reaction table AI product names are trademarls of therrespeaiveowners Stephen Carr Seven D Wholesale Copynght(C)2013 by Simpsm Strong-Tie Compaty Inc ALL RIGHTS RESERVED. 145 Dividend Road 'Paseng e de'ned as when the member,Par pig,beam a grcpr,shown on the drawn meets appirable deegn crtena for Loads,Loading Cmditons,and Spans listed on this sheet.The deegn must be reviewed bya qudifi ei designer ordeegl professimal as requred fa aorcval.Thisdesigt assumes prodmt instalatbn arcordirg to the mamfacturer's spedfmfors. Rocky Hill,CT 06067 (860)278-7750 (-->—___ZD19956SC-G1-1 FFDT� 9-16-13 Key Bea ea KA1`G RESIDENCE-LO 9 5:16pm J SOVEREIGN WAY,NORTHAMPTON,MA 1 of 2 KeyBeam®4.600d IanBeamEngine 4.6026 Materials Database 1418 Member Data Description:* Member Type:Girder Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/I RC Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight 4.2 PLF Filename:G5 05 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0'10.63" 27 10 Live Replacement Uniform(PLF) Top 0' 0.00" 1'10.63" 27 10 Live Replacement Uniform(PLF) Top 0'10.63" 14'10.63" 27 10 Live Replacement Uniform(PLF) Top 1'10.63" 13' 4.63" 9 3 Live Replacement Uniform(PLF) Top 13' 4.63" 17' 4.63" 27 10 Live Replacement Uniform(PLF) Top 14'10.63" 17' 4.63" 27 10 Live Point(LBS) Top 0' 4.38" 4847 2702 Live Point(LBS) Top 1'10.63" -1166 -389 Live Point(LBS) Top 13' 4.63" 147 81 Live Point(LBS) Top 17' 0.00" 0 162 Live Point(LBS) Top 17' 0.00" 45 145 Live Point(LBS) Top 17' 0.00" 694 0 Snow Point(LBS) Top 17 0.00" 263 561 Live Point(LBS) Top 17 0.00" 666 412 Snow ( I I I J 1" 1\ / / 17 4 10 � / 17 4 10 �/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.250" 1.500" 8085# — 2 17' 4.625" Wall Steel 5.500" 1.500" 3114# - Maximum Load Case Reactions Used for appyi rg port loads(or line loads)to caryng members Live Snow Dead 1 3788# 0# 2384# 2 777# 1360# 1511# Design spans 16' 7.625" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 1 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 2370.'# 6550.'# 36% 9.51' Total Load D+L Negative Moment 2099.'# 6550.'# 32% 1.89' Total Load D+L Shear 1383.# 3159.# 43% 1.88' Total Load D+L Max.Reaction 700.# 7219.# 9% 17.39' Total Load D+L TL Deflection 0.4797" 0.8318" L/416 8.68' Total Load D+L LL Deflection 0.3202" 0.5545" L/623 8.68' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table Al product names are trademark of ther respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 by SYnpsm Strong-lie Company Inn ALL RIGHTS RESERVED. 145 Dividend Road "Passng s def ined as when the member,flmr pist,beam a grd;r,show on the drawing meets appi cable design ortena for Loads,Loading Cenditens,and Spans listed on this sheet The design Rocky Hill,CT 06067 must be reviewed bya qudif ed desgner ordesgr professimal asrequredfa approval.This desgr assumes product irstal atlon according to the mamfacturers speafnfors. ky (860)278-7750 /s I 7D19956SC-B2-3 FFD 9-11-13 ( Key Beams IUTZ RESIDENCE-LOT 9 4:35pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 1 KeyBeam®4.600d IanBeamEngine 4.6026 Materials Database 1418 e Member D43.1 L ��/,� ,/f a• = ( 5 r- Description. 1 Member Type:Beam Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.5 PLF Filename: B1 05 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 7 0.00" 413 155 Live Replacement Uniform(PLF) Top 7' 0.00" 11' 0.00" 405 152 Live Replacement Uniform(PLF) Top 11' 0.00" 22'10.63" 405 152 Live Replacement Uniform(PLF) Top 22'10.63" 22'11.50" 405 152 Live ( M , /rye s / / 11 5 12 11 5 12 7 m 0/ 2211 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 1.500" 2693# - 2 11' 5.750" Wall Steel 5.500" 2.012" 7921# - 3 22'11.500" Wall Steel 5.500" 1.500" 2647# - Maximum Load Case Reactions Used for appyi re poi rt loads(or line loads)to caryng members Live Dead 1 1997# 696# 2 5635# 2286# 3 1965# 682# Design spans 11' 1.125" 11' 1.125" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides 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 6243.'# 20436.'# 30% 4.82' Odd Spans D+L Negative Moment 8803.'# 20436.'# 43% 11.48' Total Load D+L Negative Unbrcd 8803.'# 20436.'# 43% 11.48' Total Load D+L Shear 3521.# 9476.# 37% 10.92' Total Load D+L Max.Reaction 7921.# 23133.# 34% 11.48' Total Load D+L TL Deflection 0.1621" 0.5547" L/821 5.38' Odd Spans D+L LL Deflection 0.1306" 0.3698" L/999+ 5.38' Odd Spans L Control: Negative Unbrcd DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Al product names are trademarks of their respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 by Simpson Strong-Tie Company Inc ALL RIGHTS RESERVED, 145 Dividend Road '*Passing s def ined as whet the member,floor joist,beam a girder,shown on the drawing meetsappirabledeogn criteria for Loads,Loading Carditons,and Spans listed on this steel.The design must be renewed bya qudified designer or design professional as required fa arprwal.Thisdeogn assumes prodmt irstalaton according to the marufacturers speafiratiors. ROCky HI I,CT 0667 (860)278-7750 7D19956SC-B1-3 FFD 9-11-13 KeyBea ' , KATZ RESIDENCE-LOT 9 4:33pm SOVEREIGN WAY,NORTHAMPTON,MA 2 of 2 KeyBeam®4.600d lcmBeamEngne 4.6026 Materials Database 1418 Actual Allowable Capacity Location Loading Shear 7991.# 9476.# 84% 22.53' Adjacent 3 D+L Max.Reaction 17709.# 23133.# 76% 23.31' Adjacent 3 D+L TL Deflection 0.1248" 0.3906" U751 19.41' Odd Spans D+L LL Deflection 0.0875" 0.2604" L/999+ 19.41' Odd Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% Al product names are trademarks of their respective owners Stephen Carr Seven D Wholesale Copyright(C)2313 by Simpson Strong-7e Company Inc ALL RIGHTS RESERVED. 145 Dividend Road 'Passing a d4hed aswhan the member,floor joist,beam a girder,shawl on the drawing meets appi cable design criteria for Loads,Loading Conditons,and Spans listed on this steel The design Rocky Hill,CT 06067 must be reviewed by a quAified designer ordesigr professional as required fcr aFprcval.This design assume prodmt irstalaton accordirg to the manufacturers speoficatiors. (860)278-7750 7,19956SC-B1-3 FFD 9-11-13 I Key. a `z KATZ RESIDEN E-LOT 9 4:33pm SOVEREIGN WAY,NORTHAMPTON,MA 1 of 2 KeyBeam®4.600d lcmBeamEngine 4.6026 Materials Database 1418 Member Data, Description Member Type: Beam Application: Floor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 12.5 PLF Filename: B6 05 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1'10.69" 737 277 Live Replacement Uniform(PLF) Top 1'10.69" 11' 5.75" 737 277 Live Replacement Uniform(PLF) Top 11' 5.75" 14' 0.00" 737 277 Live Replacement Uniform(PLF) Top 14' 0.00" 17'11.75" 815 305 Live Replacement Uniform(PLF) Top 17'11.75" 19' 7.75" 815 305 Live Replacement Uniform(PLF) Top 19' 7.75" 23' 2.75" 1046 392 Live Replacement Uniform(PLF) Top 23' 3.75" 26'11.50" 27 10 Live Replacement Uniform(PLF) Top 23' 3.75" 26'11.50" 307 115 Live Point(LBS) Top 0' 4.63" 4187 2229 Live Point(LBS) Top 19' 7.75" 3794 2352 Live Point(LBS) Top 23' 3.75" 2823 1662 Live Point(LBS) Top 26' 6.88" 0 81 Live Point(LBS) Top 26' 6.88" 425 213 Live I I u . i .. 1 ,, T n n m i / 7 8 0 710 0 ® 7 912 ® 3 712 7 26118 / Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 2.486" 9788# — 2 7' 8.000" Wall Steel 5.500" 2.235" 8801# — 3 15' 6.000" Wall Steel 5.500" 3.236" 12743# — 4 23' 3.750" Wall Steel 5.500" 4.498" 17709# — 5 26'11.500" Wall Steel 5.500" 1.500" 661# -2449# Maximum Load Case Reactions Used forappyirg point loads(or line loads)to caryng members Live Dead 1 6687# 3101# 2 6641# 2159# 3 9003# 3740# 4 12008# 5701# 5 -1914# -534# Design spans 7' 3.375" 7'10.000" T 9.750" 3' 3.125" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 3 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Review gravity uplift reaction force of 2450Ibs at bearing 5 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12604.'# 20436.'# 61% 19.65' Odd Spans D+L Negative Moment 11207.'# 20436.'# 54% 23.31' Adjacent 3 D+L Negative Unbrcd 11207.'# 20436.'# 54% 23.31' Adjacent 3 D+L All produd names are trademarla of the r respedive owners Stephen Carr Seven D Wholesale Copyright(C)2013 by Simpson Strong-Tie Compary Inc ALL RIGHTS RESERVED. 145 Dividend Road '*Passing is dined as when the member,floor pint,beam a girder,shove on the drawng meets appli cable design arena for Loads,Loading Conditoos,and Spans listed on this sleet.The design Rocky Hill,CT 06067 must be reviewed bya queified designer or design professional as requred fa approval.Thisdesgr assumes prodat irstalaton according to the marufacturer s speaficatiore. (860)278-7750 �_ ---____- 7D19956SC-B1-2 SFD /49/42&__4:218opfm2 9-11-13 eyBea- KATZ RESSISENCE-LOT 9 SOVEREIGN WAY,NORTHAMPTON,MA Ail � KeyBeam®4.600d IanBeamEngine 4.6026 666 Materials Database 1418 Member Div, Member Type: Beam Application. loor Comments: Top Lateral Bracing:Continuous Bottom Lateral Bracing: (See Below) Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight 8.3 PLF Filename: B6 10 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 0.00" 270 120 Snow Replacement Uniform(PLF) Top 2' 0.00" 11' 0.00" 270 120 Snow Replacement Uniform(PLF) Top 11' 0.00" 13' 0.00" 270 120 Snow Replacement Uniform(PLF) Top 13' 0.00" 22' 0.00" 270 120 Snow Replacement Uniform(PLF) Top 22' 0.00" 24' 0.00" 270 120 Snow I I I I . . ; �.' <'.�: .,.,..r . at , " :.'.t ..¢',/ 7. T /, i, /11' 9 0 0 200 soo zoo , 7 0 2400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" 1.500" - -1471# 2 2' 0.000" Wall Steel 3.000" 1.500" 3753# - 3 11' 0.000" Wall Steel 3.000" 1.500" 3051# - 4 13' 0.000" Wall Steel 3.000" 1.500" 3051# - 5 22' 0.000" Wall Steel 3.000" 1.500" 3753# - 6 24' 0.000" Wall Steel 5.500" 1.500" - -1471# Maximum Load Case Reactions Used for applyirg poirt loads(or line loads)to carrying members Snow Dead 1 -1066# -404# 2 2548# 1205# 3 2361# 690# 4 2361# 690# 5 2548# 1205# 6 -1066# -404# Design spans 1' 7.375" 9' 0.000" 2 0.000" 9' 0.000" 1' 7375" Product: 2.0 RigidLam LVL 1-3/4 x 9-1/2 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord. Review gravity uplift reaction force of 1471Ibs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 1471Ibs at bearing 6 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1720.'# 15065.'# 11% 17.5' Even Spans D+S Negative Moment 2559.'# 15065.'# 16% 2' Adjacent 1 D+S Negative Unbrcd 2559.'# 15065.'# 16% 2' Adjacent 1 D+S Shear 1591.# 7265.# 21% 1.27' Adjacent 1 D+S Max.Reaction 3753.# 8859.# 42% 2' Adjacent 1 D+S TL Deflection 0.0367" 0.4500" L/999+ 6.5' Even Spans D+S LL Deflection 0.0250" 0.3000" L/999+ 6.5' Even Spans S Control: Max.Reaction DOLs: Live=100% Snow=115% Roof=125% Wind=160% Al product names are trademark of their respective owners Stephen Carr Seven D Wholesale Copyright(C)2013 by Simpsar Strong-Tie Compaq,Inc ALL RIGHTS RESERVED. 145 Dividend Road -Passing s defined as when the member,Barr joist,beam a girder,shove on the drawing meets applicable design criteria for Loads,Loading Cenditbns,and Spans listed on this sheet.The design must be reviewed bya qualified designs'ordesigr pmfessiaral as requredfor approaal.Thisdesigr assumes prodret irstalatbn aarordirg to the marufacturers speofiaabors. Rocky Hill,CT 06067 (860)278-7750 b. CO within 10' of bedroom doors,at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 38. Closets beneath stair which have doors must be drywalled with%2".780 CMR R302.7 39. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. 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: cmiller(a�northamptonma.gov Thank yo for your cooperation on these matters. huck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 23. 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, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 24. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%2"strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 25. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 26. Dryer duct transition is limited to 8'of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 27. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 28. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 29. 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 and airtight doors. 2009 IECC 402.4.3 30. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 31. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 32. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have Y2" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 33. 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. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. 34. 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. 35. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 36. 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. Lateral attachment is required for each deck per section 502.2.2.3. 37. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems),or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 15. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3)or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. NOT PNEUMATIC NAILS 16. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 17. 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 18. 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 19. 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 20. 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 1st floor. Minimum clear 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 minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 81/4", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1'/" 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. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 22. 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. City of Northampton f o r,:,;a 5., S f f� f Massachusetts �� 1 ? / * � \ p N �'" DEPARTMENT OF BUILDING INSPECTIONS a r. x 212 Main Street • Municipal Building gip`, (a. x,,e,,,m `ter> Northampton, MA 01060 frii-ib‘,s, INSPECTOR Sovereign Builders, Inc. September 20, 2013 135 Southampton Road Westhampton, MA 01027 Subject Location: 52 Sovereign Way Map Block: 36-244 Mr.Cellura, Your building permit application and plans dated 8-2-13 have been approved as drawn, noted, and per this memo.All work must meet all applicable codes whether noted or not included within this memo. . Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Braced wall detailing at the garage door. See R602.10.3.4 2. HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 3. The over sized attic hatch indicated is in a location which would be difficult to access through.There should be an access to the attic behind bedroom 1. 4. See R612.2 restrictors on windows within 24" of FF and 72" AFG 5. The shed dormer does not meet the requirements of R802.3.1 therefore a structural ridge is required or engineering. 6. Ridge boards must fill the rafter cut R802.3 7. The back of the insulated walls surrounding the attic sections including knee walls must be air sealed. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation that a new Stretch Code will be forth coming. As of August 4th 2011 the 8th 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 intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://pub licecodes.cvberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th 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. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 Commonwealth of Massachusetts ► =''_° City/Town of NORTHAMPTON "ag"!6 ='�= Number =71111Disposal System S stem Construction Permit • Form 2A IMP DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Permission is hereby granted to: Important:When Todd Cellura Cellura Construction filling out forms Name Name of Company on the computer, use only the tab 135 Southampton Road key to move your Address cursor-do not Westhampton MA 01027 use the return key City/Town State Zip Code to perform the following work on an on-site sewage disposal system: tOtrt: ® Construction El Repair or replacement ❑ Repair or replacement of system components Lot#9 Sovereign Way Facility Address Florence MA 01062 City/Town State Zip Code Sovereign Builders 413-527-8153 Owner Telephone Number The work to be performed is further described in the Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions: Agiowro All construction must be completed within three years of the dat below. Approvee4./d �5 G / Date Title NORTHAMPTON BOARD OF HEALTH 212 MAIN STREET NORTHAMPTON, MA 01060 t5form2a.doc•06/03 Disposal System Construction Permit•Page 1 of 1 Commonwealth of Massachusetts a70/3-76 )1744_ � City/Town of NORTHAMPTON Number �► Application for Disposal System _4� Construction Permit Fee Form 1 A B. Agreement The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in acc' •ance with the provisions of Title 5 of the Environmental Code and not to place th stem in op- - ion until a Certificate of Compliance has been issued by this Board of Health. 7.-//` 3 7L d i Sig? ture Date Application Approved :y: /OP g 5 /3 4,"//e Date / % c'A- Application Disapproved for the following reasons: 1114, ,i NORTHAMPTON BOARD OF HEALTH 212 MAIN STREET NORTHAMPTON, MA 01 060 t5formla.doc•06/03 Application for Disposal System Construction Permit•Page 3 of 3 BOARD OF HEALTH Mrs CITY OF NORTHAMPTON ; . DONNA C.SALLOOM,CHAIR (*Art�SUZANNE SMITH.M.D. - JoANNE LEVIN,M.D. MASSACHUSETTS 01060 �4 ��m iiiiiil Berijarnin wood,MPH,D OFFICE OF THE �" = Javeria Mir,MPH,Health Inspector BOARD OF HEALTH Patricia Abbott RN,Public Health Nurse 212 MAIN STREET Heather McBride.Clerk (413)587—1214 NORTHAMPTON.MA 01060 FAX(413)587-1221 Onsite Septic System Construction Permit: Conservation Commission Review NOTE:As of 1/1/11, Septic System Permits will not be issued by the Northampton Board of Health until we receive this form signed by the Northampton Conservation Commission Staff Member. The Conservation Commission can be reached by contacting: 0 Sarah LaValley,Conservation, Preservation and Land Use Planner SLaValievOnorthamotonma.eov Office of Planning&Development 210 Main Street, Rm. 11,City Hall Northampton, MA 01060 Property Owner:©d./ 6//4 Address: Co 9 PrtY Engineer: ‘,4,../e5 Lk,c..► v1/e/y Al 44,' Ficp (-I /oft 6" Nett) GdNSrdc.hO Co fervation Corn •• Conservation, Preservation and Land Use Planner Date: 6 f MD odc kvic , r ';;$t Ai 85 1ptsttt3 1----v._-__ -_t_____=_-_____ i I. ems% DEPARTMENT OF BUILDING INSPECTIONS • INSPECTOR 212 Main Street • Municipal Building ',,„ imp Northampton,MA 01060 LOCATION S p. S©‘1 e-V ct n w cl, Juc k'Accw� b.) M A 5 � � SQUARE FOOTAGE AMOUNT I 2 7 � 26. ( BASEMENT @ :20 . 1sT FLOOR .50 I Z 7 (G 3 . @ 1 2ND FLR @.30 . 1 L b V 1-9. 1-0 If6` eV2 FLOORS, FINISH ATTIC,GARAGE @.20 S-7 4 ' DECK/PORCHES @ 20 / Lk Lf X 2 ' 86 TOTAL. 1 MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 52 Sovereign Way, Lot#9 ��� Tv(.�_�L„J • Inquiry Made By: � Todd, Sovereign Builders 527-8001 Date of Inquiry: 8/26/13 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Apart. Comm Ownership: Condo Multi-family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: Ductile Iron Age: 1995 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 65 psi If done attach results Size of Service Connection 1" Suggested Meter Size: 3/4 Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Contractor to utilize existing stub line. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notificatio • • 1 we k shall confo o No ampton Water Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry$200.00 Meter$150.00 Radio$100.00 / cc: Ned Huntley,Director cc: Louis Hasbrouck,Building Commissioner , \, r o Note: If this availability is for a new construction,it must be hand delivered to the Building t� Inspector. The Commonwealth of Massachusetts Department of Industrial Accidents u— Office of Investigations _:: 1 Congress Street, Suite 100 ro:.,= , Boston, MA 02114-2017 ^M a www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sovereign Builders Address:135 Southampton rd City/State/Zip:westhampton, MA 01027 Phone #:413-527-8001 Are you an employer? Check the appropriate box: Type of project(required): 1. ❑ I am a employer with 4 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. n Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp, insurance comp. insurance.$ 9: Building addition required.] 5. n We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' com right of exemption per MGL Y [ comp. 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Cray Dowd Chartis Policy#or Self-ins. Lie. #:wc3637468 Expiration Date:1/6/14 Job Site Address: 52 Sovereign Way City/State/Zip:Northampton, MA 01060 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration 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 $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage ve •fication. I do hereby certify under the , A s and pens - ofperjury that the information provided above is tr and correct. Si•nature: ��t �� Date: 41/Z / F. Phone#: � -- 52 7_. Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Del,at-tt.ycnt 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable,❑ Name of License Holder: lS.Iis e"' C G . �-e (LA o f CS C6 17.j s� "AL A/ License Number ki GJ 9 4.. / �h i /// O/$ Address / / 0102 7 Expiration Date dit S'.nature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ SDK fg a4 /v• ae.. S /S .2 Company Name ! Registration Number 1) S~ So a c4 7Z>✓4 / (�P 61�-14NCr0,l0N I 2 e Address (/ ExpiratSon Date Telephone '1l' 7-fib/ 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 0 Addition ❑ Replacement Windows Alteration(s) n Roofing r7 Or Doors E Accessory Bldg. ❑ Demolition El New Signs [O] Decks [❑ Siding[O] Other[CI] Brief Description of Proposed i') Work:Construction of a 2 story single lamily duelling p� Alteration of existing bedroom Yes No Adding new bedroom Yes 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 X Two Family Other b. Number of rooms in each family unit: 6 Number of Bathrooms 2.5 c. Is there a garage attached? yes d. Proposed Square footage of new construction. 2040 Dimensions 40 X 46 e. Number of stories? 2 f. Method of heating? Forced Hot Air Fireplaces or Woodstoves 0 Number of each g. Energy Conservation Compliance. yeS Masscheck Energy Compliance form attached? yes h. Type of construction wood frame 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? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date , 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 per'ury. i Print Name, r/2 7/i ature of•wner/Ag-,I.- 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 tilled in by Building Department Lot Size 31,250 31250 Frontage 125 125 Setbacks Front 50 55 Side L:20 R:40 L.30 R:40 . Rear 20 67 Building Height 0 28 Bldg. Square Footage 0 % 2040 7.53 Open Space Footage (Lot area minus bldg&paved 3 854 12 33 parking) #of Parking Spaces 4 Fill: 300 cu yds (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW 0 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 Q DON'T KNOW O YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES O 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 Q IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. IA FraINIMINEIMMT-11 • `� ` r V Department use only ink ity of Northampton ,Status"of Permit: Ms 2 9 20131:uilding Department Curb cut/Driveway Permit 212 Main Street Sewer/Septic Availability Electric, Piumbinq&Gas Ins�ectio Room 100 Water/Well Availability Northa nct ti, o e�Fa ,�rthampton, MA 01060 Two Sets of Structural Plans phone 4T -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 J 1.1 Property Address: This section to be completed by office 5-2 5p V ears%.5‘h w Map 3 C� Lot 1 9 Unit ,4"o r iliasfJ IzA4`, A1,4 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jonathan and Dale Katz 9 Maple Edge Drive Bloomfield conn. Name(Print) Current Mailing Address: 713-898-0698 Telephone Signature 2.2 Authorized Agent: f cs) , , ,c_ . JI $ Soot- V A.w, (-ri ,, tZ Jn Name(Print) / /� Current Mailing Address: V,,,�,5 a0'/ / Al/Q ON, �, / 1//3 - SZ — cr-epiv Sigr lure � P Tele hone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant Y. Building 327,711 (a)Building Permit Fee 2. Electrical 13,000 (b)Estimated Total Cost of Construction from (6) 3. Plumbing 14,400 Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 13,000 6. Total=(1 +2+3+4+5) 368,111 Check Number 4 C This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0250 APPLICANT/CONTACT PERSON SOVEREIGN BUILDERS INC - 0‘L ADDRESS/PHONE 135 SOUTHAMPTON RD WESTHAMPTON (413)527-8001 4 N PROPERTY LOCATION 52 SOVEREIGN WAY p MAP 36 PARCEL 244 001 ZONE I THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out ! Fee Paid ' Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 060176 e / 3 sets of Plans/Plot Plan © // / 2d/11(G THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9RMATION 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 Demolitio• Il e • 7, /V er, , __„../ . , , SigrBuilding Of icial Dat= 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. 52 SOVEREIGN WAY BP-2014-0250 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-244 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2014-0250 Project# JS-2014-000410 Est.Cost: $368111.00 Fee: $1265.60 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOVEREIGN BUILDERS INC060176 Lot Size(sq. ft.): 31232.52 Owner: KATZ JONATHAN&DALE Zoning: Applicant: SOVEREIGN BUILDERS INC AT: 52 SOVEREIGN WAY Applicant Address: Phone: Insurance: 135 SOUTHAMPTON RD (413) 527-8001 Workers Compensation WESTHAMPTONMA01027 ISSUED ON:9/23/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH 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 9/23/2013 0:00:00 $1265.60 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Louis Hasbrouck—Building Commissioner