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38A-028 (2) NOTE: Phase 1 scope of work noted as P-1 8 RUST Ebner & Spencer 8 Rust Ave., Northampton MA 01060 F„TJ 2 - 3 4'-0" 4'-0" v D Metca e Associates �— Plywood i ' ARCHITECTURE landwing with 1 Hardwood finish - __ I_ 142 MAIN STREET (Hardwood by =_ _ A130 owner) NORTHAMPTON,MASSACHUSETTS ' 413 586 5775 & 413 695 8200 _ twm3 @metcalfe-architecture.com n Stair Axonometric J7 Stair joists wrap column Cable I III I I II I liil I III I Turnbuckle 3-24-15 11-03-14 10-22-14 III I I 2x12 stair treads III I 6-29-14 III 6-20-14 II 6-10-14 DOWN 5-21-14 N f 5-19-14 5-5-14 ----- --- - - P Screw eyes 4"o.c. revision date UP 4-22-14 3 drawing date A145 2X2 Banister Cable threaded through screw 019 4"o.c. eyes n Stairs - LEVEL 1 n Stair Banister Detail U 1/2" = 1'-0" • • ' • • FROM •I I' • • ri�a It III , �►l��i•I II �I►� 1 OTE: Phase 1 scope of work HOT ROOF R,-,54'q oted as P-1 9"Open Cell Spray Foam 8 RUST 2"Closed Cell Spray Foam Metal Siding Trim per LA Manufacturers Z Ebner & 2x10 Blocking Specification Asphalt Spencer Roof P-_1 f Shingles -1 2x6 Stud Wall with Metal Siding F-P- 3'Ice and Water Shield at Eaves densepack cellulose TBD Sheathing Insulation 8 Rust Ave., Northampton MA Leve JW 7 01060 _7 811 GWB, Unpainted 16 Zip Sheathing f F Hardwood Finished P-1 Floor by Owner Level 1 01 110 - 011 FP_1 314"Subfioor PVC Fascia and Soffit Insulat 15' Floor Joist,Sized by G.C. Rl or N7 HOT ROOF Rim Joist Co FP 1 GWB, Unpainted 514x4"Trim GWB, Unpainted --------- - cli 5/48"Freeze Board P_T_ Sill Plate Metcalfe 3/4"Furring Strips 514x4"Trim 8"Concrete wall Associates with 1"exterior Oiled Cedar Siding TBD foam A R C H I T E C T U R E Benjamin Obdyke Home Slicker 142 MAIN STREET 1"Zip R-Sheathing NORTHAMPTON,MASSACHUSETTS Detail Window Header and Sill 4135865775 & 413 695 8200 2x per Manufacturer's twm3@metcalfe-orchitecture.com 6 Stud Wall with FP7 in Hardwood Finished densepack cellulose Specifications Floor by Owner insulation North Level 2 8f - 211 Oiled Cedar Siding TBD P-1 314"Subfioor f CD 1.5"Rigid Insulation Hem Fir 2X8 16"o.c 2x8 Rim Joist FP_1 Level 3-24-15 -81 - 6" 11-03-14 GWB. Unpainted All 10-22-14 1"Zip R-Sheathing r—P-71 6-29-14 _P_1 4" Concrete Stab 6-20-14 Benjamin Obdyke Home Slicker 6-10-14 CD 5-21-14 1"Rigid Insulation 5-19-14 5-5-14 Trim Board P-1 ° Rigid Insulation revision date VapoLBarrie Level -1 _ -101 - 0 4-22-14 11 B drawing date Footing 017 . A Wall Section Top Wall Section Bottom 2 , V = 11-0" 1 if = 1 -off OTE: Phase 1 scope of work \,A130 ` 2 Oted as P-1 8 RUST A140 ; Ebner & P-1 Ail foundation work 8"wall wl - $ encer 1"rigid foam&2"below slab p -All Exterior Wall Framing -Zip System Sheathing 8 Rust Ave., /\ Windows Reading Room €xterior Doors Architectural Shingles Northampton MA ` -Stair wl Osha Rte. 2x4 railings Roof Sheathing 01060 x _ 1 -40year roof shingles Structural Ridge,3-2x14 LVLs � ; y2 HOT ROOF R- I J 2"Closed Cell Spray Foam 9"4pen Cell Spray Level 3 Foam - - Tl 1fi' - 8"' ti — v GWB, r _ - Unpainted 1 AE42r Metcalfe Master Bedroom T 21 Associates ARCHITECTURE 142 MAIN STREET ` - Level € - - Roof Peak NORTHAMPTON,MASSACHUSETTS _ i� (ti 413 586 5775 & 413 695 8200 i $! — '��' t _ - - twm3 @metcalfe-architecture.com - 3/4" _ 11 011 Roofing Kitchen/dining - 3'Ice and Water 2 - A142 Shield at Eaves Sheathing 3-24-15 11-03-14 r' 4 10-22-14 Level -`} 6-29-14 _ Oil O "—_ t! 6-20-14 k 6-10-14 - 2X12 Rafters 16"O.C. 5-21-14 - + 5-19-14 5-5-14 -- revision date - Basement t 1 - l_ r ,------ 4-22-14 �. 01 1 drawing date -_ - 2"Closed Cell Spray Foam -" _ 1` 4" ` Level 0 9"Open Cell Spray Foam $t _ ,t 6 - -- — Level -1 7 016 GWB, Unpainted Building SSection Key- - f Rafter 8 -- 3 't _- - - -- - - 1/4" = 1'-0" - 3/411 r 1 0 _ NOTE: Phase 1 scope of work noted as P-1 8 RUST 4 2 P_1 -All foundation work 8"wall w/ Ebner & 1" rigid foam &2" below slab Spencer -All Exterior Wall Framing -Zip System Sheathing -Windows 8 Rust Ave., -Exterior Doors Northampton MA see floor Ian for a tual run/riser count 3 -Stair w/Osha Req. 2x4 railings 01060 p A140 -40year roof shingles 7 3/4" max rise 10" min. run Reading Room 31 Level 3 N7 — — — — 16' - 8" 3 Metcalfe Bath roblrn 26 B B O Associates ' ARCHITECTURE ' Master Bedroom i 142 MAIN STREET 2 1 NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 - \ twm3 @mefcalfe-architecture.com Level2 O 0 C 3-24-15 11-03-14 ibr j 10-22-14 Kitchen f Dining" 6-20-14 i 12 l 6-10-14 - 1 5-21-14 —Level 1 5-19-14 O' _ 0" 5-5-14 Y _ revision date zc {." A144 4-22-14 drawing date i — i Basement Workshop _ • 02 . � � 01 015 _III _LevN O — - �_� -- �,� � '_. a, .- _. -• . - �_ a. e . -e: a a . . .. �. �� _—�III- -8' �� Level -1 ---_S ectio — -10' - 0„ 1 1/4" _ ABBREVIATIONS q g C.3 rioted OTE: Phase 1 scope of work NIC=NOT IN CONTRACT as P-1 8 RUST TBD=TO BE DETERMINED VIF=VERIFY ICF=INSULATED CONCRETE FORM C Ebner & P-1 All foundation work 8"wall w/ 1"rigid foam&2" below slab Spencer -All Exterior Wall Framing SIDING TED -Zip System Sheathing -Windows 8 Rust Ave., -Exterior Doors Northampton MA -Stair w/Osha Req. 2x4 railings 01060 40year roof shingles 51DING TED I O I I I - 1;� L_evel3 _ _ _ _ _ — - - - - - - - - Q _16' - 8" EXI TIN SIDIN I I Metcalfe Associates ARCHITECTURE I I 142 MAIN STREET NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3 @metcalfe-architecture.com Level _ — _ _ — _ _ — _ 81 211 I I I I I I I I I I 3-24-15 11-03-14 10-22-14 6-29-14 6-20-14 6-10-14 Level 1 — _ 5-21-14 — — — — — — — 5-19-14 0' ' 0" 5-5-14 revision date I I I I 4-22-14 I ( drawing date Level 0 014 EAST ELEVATION 0 2' a' s' SCALE: 1/4" = 1'-0" ABBREVIATIONS 4 P-1 -All foundation work 8' wall w/ 8 RUST NIC=NOT IN CONTRACT 1 rigid foam &2" below slab TBD=TO BE DETERMINED -All Exterior Wall Framing ICF=INSULATED CONCRETE FORM -Zip System Sheathing Ebner & VIF=VERIFY IN FIELD -Windows -Exterior Doors Spencer NOTE: Phase 1 scope of Work -Stair w/roof s Req. 2x4 railings -40year roof shingles WITH noted as P-1 EXISTING 8 Rust Ave., WINDOWS Northampton MA 01060 I �Level3_ _ _ _ _ _ _ _ 16' - 8" Align Head 0 0 EXI STING SID Metcalfe Associates S DING T ARCHITECTURE �Leve12 — _ — _ — _ — — — 142 MAIN STREET N NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3 @metcolfe-architecture.com O O O 1 FRONT D OR �Levei 1 S D NG T 3-24-15 lilt- 11-03-14 0' - 011 • = 10-22-14 r 6-29-14 6-20-14 • � I 6-10-14 nn5-21-14 FF R� I .• O O O 5-5-14 I revision on date I D, 4-22-14 drawing date Ecc ••� - —III— Level -1 _ �� I—� J�� 1 I�� LI—�1 �I Imo► 1� U—�1 � I�� 013 10' - 01, I EXISTING FOUNDATION — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SOUTH ELEVATION — — 0 z WALL SCALE: 1/4" = 1'-0" — — — — — — 4' 8' 1 1 NOTE: Phase 1 scope of work noted as P-1 s RUST 4 P__11 -AII foundation work 8"wall w/ 1"rigid foam&2" below slab Ebner & -AII Exterior Wall Framing Spencer ABBREVIATIONS -Zip System Sheathing NIC=NOT IN CONTRACT -Windows 8 Rust Ave., TBD=TO BE DETERMINED -Exterior Doors ICF=INSULATED CONCRETE FORM -Stair w/Osha Req. 2x4 railings nnn Northampton MA VIF=VERIFY IN FIELD -40year roof shingles �n U(K w 01060 O O 2tG`t SIDING I SID O 4"Trim Board between Cedar and Metal Siding,typ. Level 3� — — — — — — — — co — 16' - 8" v I 4" Corner Board AI i Illeacls O Metcalfe Associates S D N3 T13C ARCHITECTURE I � 142 MAIN STREET Ara 4"Trim Board NORTHAMPTON,MASSACHUSETTS 'NEI SIDING L O'el�;� 413 586 etc & 413 695.c o0 ground aU windows,— - — — twm586 577alfe-archi13 69 8200 typ. I I ❑� 12 12a 3-24-15 11-03-14 10-22-14 Level 1� 6-29-14 6-20-14 • •, . . a _ `n `v 9- . ... — — — — — — — — — 0, - oil 6-10-14 P •. a i. �. 5-19-14 • • . s. 5-5-14 •ate : ,. revision date INSULATED SLIDING BARN DOOR CLAD WITH SALVAGED BARN I I I 4-22-14 WOOD FROM EXISTING STORAGE I I I I ROOM, BY OWNER I —_j _j _j I drawing date .�'/ N I U - - - - - - - - I - - - - - - - — - - - -� - - - - - - - - - - - - - - - - - - - -$' 012 - - - - - - - - - - - - - - - - - - - - - - NORTH ELEVATION 0 2' a' s' SCALE: 1/4" = 1'-0" <5-Az W- TCO W mz ZMMO �7 n m oz� a CO) ;a M —Di M C.3 B A o r 12 0 Cn � c D 8p C X SIDING TBD Z 12 P_ All foundation work 8"wall w/ �- 1"rigid foam&2" below slab O 8 -All Exterior Wall Framing z O -Zip System Sheathing r-q- 0 -Windows (D --� -Exterior Doors Q m O O -Stair w/Osha Req. 2x4 railings ' -40year roof shingles SIDING TBQr- - — 4r Tfim Board — — — — _ — _ Le— -- 0 Cl)around all ' 16' - 8" n O windows,typ. Align window heads to existing (p O 4"Corner Board A A A A O 4"Trim board between Cedar and Metal Siding,typ. I I Lev_el2� 8' - 2" B B A A Ledger Board for deck I I I[I B I I I _Level 1� Footings for future deck @ existing kennel footprint - - il - - - - - - - - --I- - - - - -- — — — Li — — — — — — — — --1— c = Lev_el0 -8' - 6 � - - - - - - - - - - - - - - - I- - - - - - -I " — — — — — — — — — — — — — — — I III N I 13'-3" 6'-9" 3, w >z D 3 WO A ..I N A > Z Pn a v 3 rn A l l O 3 = 00 M Cp o 0 N• C O ° 90 D 3 CD C:> (D � Q1 QAA AAAAApcn S f� Z n ^ OQ n yJ 3 CD CD go (D CD U= --I C W rn (D y o -" m 3 0 rn H CD Omw - wu� ABBREVIATIONS NOTE: Phase 1 scope of work NIC=NOT IN CONTRACT oted as P-1 8 RUST TBD=TO BE DETERMINED ICF=INSULATED CONCRETE FORM VIF=VERIFY IN FIELD Ebner & ELECTRICAL KEY Spencer CEILING FIXTURE 2 3 4 8 Rust Ave., OUTLET Northampton MA � SWITCH I I I I 01060 M 3 WAY SWITCH 1' 12' 8' 4" 1' EXHAUST FAN /LIGHT COMB. WALL FIXTURE I I I I NOTE: Romex stapled parallel on joists not deck I —I — — — — — — — — — — — — — - — — — — — — — — I �t7R�l L LL Metcalfe v A130 I I co Associates ARCHITECTURE C.3 - - - - - - - - - I I 142 MAIN STREET XI Irl NORTHAMPTON,MASSACHUSETTS co I I Roof twm3 @metcalfe-arch tectu ec o om I i I I I I i North I I I I I 3-24-15 I 11-03-14 6-29 14 6--20--14 6 10 14 I 00 00 ----' I 5-21-14 I 5-19-14 Attic Storage I 5-5-14 revision date 32 I I I I 4-22-14 drawing date I I I L — — — — — — — — — — — — —I — — — — — — — — —I — 1 P_1 All Exterior Wall Framin� -Zip System Sheathing -Windows -Exterior Doors 010 -Stair w/Osha Req. 2x4 railings -40year roof shingles 3 LEVEL 3 SCALE: 1/4" = 1%0" o z' a' s' ABBREVIATIONS NOTE: Phase 1 scope of work NIC=NOT IN CONTRACT noted as P-1 8 RUST TBD=TO BE DETERMINED ICF=INSULATED CONCRETE FORM VIF=VERIFY IN FIELD Ebner & ELECTRICAL KEY Spencer CEILING FIXTURE 2 3 4 8 Rust Ave., OUTLET Northampton MA �- SWITCH 01060 20. 14'VIF 12'-11"VIF M 3 WAY SWITCH EXHAUST FAN/ LIGHT COMB. 12' 8' 5'-8"VIF 4 1/2" T-7"VIF 41/2"" , WALL FIXTURE I I I NOTE: Romex stapled parallel on joists not deck D - - - - - - ')W r;ini I I I v I - 1 Metcalfe A130 v - B hroom Associates 00 — 26— — ARCHITECTURE - GF 142 MAIN STREET _ _ –___ NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3 @metcalfe-orchitecture.com cAKi North N 6 — — — — — — — — — — — — — — — — — — — — — 3-24-15 11-03-14 10-22-14 6-29-14 6-20-14 6-10-14 ao 5-21-14 5-19-14 5-5-14 revision date I I 4-22-14 A — — — — — — drawing date I I I P_1 -All Exterior 1 Vall Framing -Zip System $heathing -Windows -Exterior Doors 009 -Stair w/Oshp Req. 2x4 railings I � I LEVEL 2 2 o z' a' s' SCALE: 1/41' = 1%0" ABBREVIATIONS NOTE: Phase 1 scope of work NIC=NOT IN CONTRACT noted as P-1 8 RUST TBD=TO BE DETERMINED ICF=INSULATED CONCRETE FORM Ebner & VIF=VERIFY IN FIELD ELECTRICAL KEY Spencer CEILING FIXTURE 1 2 3 4 8 Rust Ave., OUTLET Northampton MA SWITCH NEW SILLCOCK 01060 —�—M 3 WAY SWITCH EXHAUST FAN/ LIGHT COMB. 20' 14'VIF WALL FIXTURE , 1 ` REPAIR SILL J NOTE: Romex stapled parallel on joists not deck SALVAGE AND REUSE EXISTING 12X12 POST FROM DEMOLITION OF STORAGE ROOM FOR SUPPORT OF STAIRS II Metcalfe v A130 - Associates bo ARCHITECTURE C.3 - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - 1 142 MAIN STREET NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3@metcalfe-architecture.com - -- --- SEAMLESS WITH North b -- B — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11 RFF 3-24-15 O 11-03-14 B RO 10-22-14 EG�1 6-29-14 - 4 6-10-14 FCI 60 5-21-14 5-19-14 GF — — 10 I I I I ( I 5-5-14 GF -- N I I revision date GFCI GFCI O QQ FCI 0 0 1 1 1 1 1 1 4-22-14 A I I drawing date NEW KITCHEN UP FURNIHED DN WITH XISTING NEW BATHROOM VENT HOOD APPLIANCES FIXTURES BY OWNER EXHAUST AND C�IBINETRY NEW FRONT DOOR Flag Stone IStair (PROVIDED BY OWNER) Flag Stone Stair 008 1 I NEW STAIRS TO All Exterior Wall Framing I FRONT DOOR FP-11 -Zip System Sheathing STAIR TURNS TO LEVEL 1 -Windows STONE TREAD 1 - x error oors RISERS 0 2' 4' 8' SCALE: 1/4" = 1 -�� -Stair w/Osha Req. 2x4 railings ABBREVIATIONS - NOTE: Phase 1 scope of work NIC=NOT IN CONTRACT noted as P-1 8 RUST TBD=TO BE DETERMINED ICF=INSULATED CONCRETE FORM VIF=VERIFY IN FIELD Ebner & ELECTRICAL KEY Spencer CEILING FIXTURE 2 3 4 8 Rust Ave., OUTLET Northampton MA SWITCH 01060 M 3 WAY SWITCH 12' 81 11'VIF EXHAUST FAN /LIGHT COMB. WALL FIXTURE E NOTE: Romex stapled parallel on joists not deck Footi s I Futu4 Duck =W[_ fl " U_ — v_J� 1 - - - Metcalfe Wall Mounted Radiator I I ` Associates 1 4x4 Post below A1e 1 3/4" \ — Sewer Stack ARCH I T E C T U R E 1 x 9 1/2"Mic6lam beam — IN 2x2 Footing — 142 MAIN STREET r Existing Foundation NORTHAMPTON,MASSACHUSETTS i Wall 413 586 5775 & 413 695 8200 — — twm3 @metcalfe-architecture.com We Basement L I Workshop North C I r �' UP Existin Washer/Dryer er Q� ( I 02 g rY I + — Poured Wall Under-Stair Closet 05 04 06 New Cement Floor CD 1103 1 022 3114 10- -14 __ 1 6-29-14 6-20-14 I -- (M) Saw Cut Foundation 5-21-14 1-o 1)--C �— 5-5-14 revision date — I— 7 . 4-22-14 — A I _ � � I drawing date I — — — — — — — — — — 1 UP P-1 All foundation work 8"wall w/ 02 01 UPI 1" rigid foam &2" below slab -Windows New Foundation Wall -Exterior Doors I Fla Stone Stair Flag Stone�tair -Stair w/Osha Reg. 2x4 railings g 007 1 I 1 I I LEVEL 0 0 0 2' a' s' SCALE: 1/4" = 1'-0" NOTE: Phase 1 scope of work noted as P-1 8 RUST Ebner & Spencer 8 Rust Ave., Northampton MA 01060 f — — — — — — — — — — — — — — — — — — — — — — — — — I I I I Met calfe A130 I I "Pi- L - - I t I Associates I , I ARCHITECTURE I I Rc of 142 MAIN STREET I - NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3@metcalfe-orchitecture.com I I I I North I ---------- Attic Storage 32 I 1-03114 10-22-14 6-29-14 I I 6-20-14 6-10-14 — — — — — — — — 5-21-14 All Exterior Wall Framing 5-19-14 P-1 -Zip System Sheathing 5-5-14 -Windows revision date -Exterior Doors -Stair w/Osha Req.2x4 railings -40year roof shingles 4-22-14 drawing date 006 LEVEL 3 PLAN REDUCED SCALE (SEE SHEET 010) 3 ° a' SCALE: 3/16" = 1'-0'• r3 �z NOTE: Phase 1 scope of work noted as P-1 8 RUST Ebner & Spencer 8 Rust Ave., Northampton MA 01060 1 _ Metcalfe A130 LB hroom 26 Associates Front GF U_ Room ARCHITECTURE Existing _ Living 142 MAIN STREET ROOM NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3@metcalfe-architecture.com North Entry 3-24-15 _ 11-03-14 10-22-14 6-29-14 6-20-14 6-10-14 P_1 -All Exterior Wall Framing 5-19-14 Zip System Sheathing 5-5-14 -Windows -Exterior Doors revision date -Stair w/Osha Req.2x4 railings 4-22-14 drawing date 005 2 LEVEL 2 PLAN REDUCED SCALE (SEE SHEET 009) SCALE: 3/16" = V-0" 0 4' 8. 12' NOTE: Phase 1 scope of work noted as P-1 8 RUST Ebner & Spencer 8 Rust Ave., Northampton MA 01060 NEW SILLCOCK Flag Stone Stair A REPAIR SILL SALVAGE AND REUSE EXISTING 12X12 POST FROM DEMOLITION OF STORAGE ROOM FOR SUPPORT OF STAIRS v -- 1 Metcalfe A130 II � -- - - - Parlor Associates i ran; ARCHITECTURE 142 MAIN STREET NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 twm3@metcalfe-orchitecture.com 11 North 0 B Ro FCI 14 GF _ - 10 Entry GF GFCI GFCI O O FCI N 3-24-15 11-03-14 10-22-14 6-29-14 6-20-14 NEW KITCHEN 6-10-14 UP FURNISHED / DN 5-21-14 WITH EXISTING NEW BATHROOM 5-19-14 VENT HOOD APPLIANCES FIXTURES BY OWNER 5-5-14 EXHAUST AND CABINETRY NEW FRONT DOOR revision date Flag Stone Stair (PROVIDED BY OWNER) Flag Stone Stair NEW STAIRS TO P_1 -All Exterior Wall Framing FRONT DOOR -Zip System Sheathing STAIR TURNS TO 4-22-14 -Windows STONE TREAD -Exterior Doors RISERS drawing date -Stair w/Osha Req.2x4 railings 004 LEVEL 1 PLAN REDUCED SCALE (SEE SHEET 008) SCALE: 3/16" = 1'.0" ° a' $ 12' NOTE: Phase 1 scope of work oted as P-1 s RUST Ebner & Spencer 8 Rust Ave., Northampton MA 01060 tl � .— tl fi I� I1� tl fi I� I11 I III III—IIIIII � —III —_ _ ' �11�] I I III III—III IIII I ICI I I III III III III III III III III—III III III III III III III III III—IIIIIII 111 I Footings 1 I IIIIIIIIIIIIIIII I� IIIIIIIIIIIIIIIIIIIIIIIII III III III III=IIIIIIIIIIIIIIIIIIIIIIII _� Futurh Deck � �1 � � = I III III III III III I I III III III—III— 0 IIII 1 Wall Mounted _ III ! Metcalfe —III Radiator \— IIII 4x4 Post belqX.Ltble 1 3/4" ; — Sewer Stack Associates x 9 1/2"Mict'ollam beam 2x2 Footing — III A R C H I T E C T U R E Existing Foundation — — Wall 142 MAIN STREET S/t~O Water Heater IIII NORTHAMPTON,MASSACHUSETTS Water Meter 413 586 5775 & 413 695 8200 Basement Workshop t twm3 @metcalfe-architecture.com up 01 02 Existing Washer/Dryer Gas Meter – I ' Poured Wall OS 04 06 North Under-Stair Closet New Cement Floor CD _ 1 W O III=� 03 Saw Cut Foundation _ _ _ BULKHEAD III I I ; .' � I III III II III—III III III III—III III III—III L — — — — — — — III—IIII I I—III III III III III—III —III—III— 1-03'14 :-y III III III III III III III III—III III III—III 10-22.14 — — — — — — — — — — — — III—III IIIIIIIIIIIIIIIIIIIIIIIIIIII 6-20-14 All foundation work 8"wall w/ 02 01 UP III III III III III III III III III—III—III 5-10-14 UP P'1 1"rigid foam&2"below slab 5-19-14 _Windows III III III III III III—IIIIIIIIIIIII j 5-5-14 Flag Stone Stair Exterior Doors New Foundation Wall g III —I I 1 ( III—) I III -Stair w/Osha Req.2x4 railings Fla Stone Stair reVlSlOn date IIIIIIIII � I I III III—� I IIIIIIII 4-22-14 drawing date 003 0 LEVEL 0 PLAN REDUCED SCALE (SEE SHEET 007) SCALE: 3/16" = 1'-0" 0 4' 8' 12' NOTE: Phase 1 scope of work noted as P-1 1 2 3 4 8 RUST Ebner & �. Spencer t i P-1 SWAI L t C 8 Rust Ave., =} 'A/ r'J 9911 ± Northampton MA �- —I 01060 I i I i C I I I I I i I i i I I I Metcalfe Associates ARCHITECTURE s IC 142 MAIN STREET — — — — �I— — —i— — —.— — — —.— — — — L.—._.—.__—.—.J. NORTHAMPTON,MASSACHUSETTS l I 413 3@ etc 8 413 tur .c 00 twm3 @metcalfe-architecture.com EXISTING BUILDING a RENOVATI Jn ON P-1 North I i 3-24-15 1 11-03-14 I - NEW STAIR TO 0 10-22-14 6-29-14 6-20-14 NEW FRONT 6-10-14 5-21-14 5-19-14 DRIVE WAY I 5-5-14 revision date I 4-22-14 drawing date u.64 t 002 003 SITE PLAN SCALE: 1/8" = 1'-0" 0 4- s- 16' NOTE: Phase 1 scope of work EMO NOTES: upport existing roof and oted as P-1 loors as required and 8 RUST emove existing attached am Ebner & NEW CONSTRUCTION Spencer P-1 8 Rust Ave., 1 2 3 4 Northampton MA 01060 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I EXISTING BUILDING TO REMAIN I I I I I I I I II v Level 3 16' - 8" Metcalfe THREE Associates STORAGE ROOM I EXISTING KITCHEN&LIVING ROOM SEASON A R C H I T E C T U R E I I BEDROOM PORCH II I li 142 MAIN STREET NORTHAMPTON,MASSACHUSETTS Level 413 586 5775 & 413 695 8200 — — — 81 - 211 twm3 @metcalfe-architecture.com I I I STUDIO I I I VESTIBULE I I II LIBRARY I I SILL REPAIR NOT REPLACE/WATERPROOF I I - - – – – – – – – – – – - - - - - - - - II 11 - - - - - - - - - Level1 I 0' _ On 3-24-15 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11-03-14 10-22-14 II —III III III 6-20-14 f' Ji I REPAIR FLOOR 5-210-14 TO MAKE LEVEL 5-19-14 • UNFINISHED BASEME T BASEMENT II III III I I I- 5-5-14 I I IP I 41' I WORKSHOP P 1 —III III III revision date ,. � . III I II III—III- I 4-22-14 — Lev e 0 1L-•� - - -- -- - - - - - 1 II—II - - - - - - - - - - - - - - - - Level -1 111-1 I` drawing date I I I -10' - 0" TEMP. SUPPORTS FOR POUR NEW CONCRETE P-1 FLOORS AND ROOF SLAB IN WORKSHOP SOLID LINES = EXISTING P--11 001 Existing Building Section DASHED LINES = PROPOSED 1 3/16" = 1'-0" NOTE: Phase 1 scope of work X7'4 , 0As RU T AvE noted as P-1 8 RUST 2S OlAzZUJnl NdFelaAO 1 'ejz- Ebner & Spencer Ave., I Sheet List Northampton MA I Q Sheet Number Sheet Name a I > I (� Z c 000 Title Sheet 0 001 Scope of Work U- aI 002 Site Plan m v O Z a 003 LEVEL 0 Floor Plan Z 004 LEVEL 1 Floor Plan 005 LEVEL Floor Plan Metcalfe I w Associates 006 LEVEL 3 Floor Plan -- ----- --- ----I---- -------- -- - 007 Renovation LEVEL 0 ARCHITECTURE 008 Renovation LEVEL 1 009 Renovation LEVEL 2 142 MAIN STREET I 010 Renovation LEVEL 3 NORTHAMPTON,MASSACHUSETTS 413 586 5775 & 413 695 8200 + I twm3 @metcalfe-orchitecture.com `3 011 West Elevation c� 012 North Elevation EMO NOTE upport existin roof a d 013 South Elevation Z 014 East Elevation i loors as requir d and N -------- - --------- -I A___1 i _0___ emove existin attach d 015 Section C.7 Q am 016 Wall Details O 017 Wall Section 3-24-15 11-03-14 W 018 Details 10-22-14 6-29-14 019 Stair Details 6-10-14 - - ---r I -------——--— —— - 5-21-14 --- - -- 020 Stair Details 5-19-14 ------ — 5-5-14 revision date ( i i �— 4-22-14 2'q8 E� i drawing date URRENT ZONING FOR THIS BUILDING IS D m Q OMMERCIAL / RESIDENTIAL TO REMAIN 000 003 SITE PLAN SCALE: 3/32" = 1'-0" 0 8' 16, 24' 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 has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 39. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 40. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 41. 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. 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 or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 42. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 43. 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 equal to surrounding,gasketed, and secured in place. 44. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles. 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(cDnorthamptonma.gov Thank yo for r cooperation orL4hese matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 23. 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 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. 24. 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. 25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %2" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. 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. 27. 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 28. 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 29. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 30. Dryer duct maximum equivalent length is 25' less 5' per 900 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 31. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780 CMR M1502.4.5 32. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4 33. 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 34. 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. 35. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 36. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%2" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 37. 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. 38. 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). 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 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 1/3rd 780 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. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CM R602.3.2 a. Exception: A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3" x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with% drywall or 5/8 wood structural panel. (R501.3) 17. 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. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. 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. 19. 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 20. 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 21. 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 22. 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, others 5.7 sqft, Casement 20"x41", exception 5 sqft at 1"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 City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building s . Northampton, MA 01060 s �1 INSPECTOR Mark Landy March 27, 2015 Po Box 61 Ashfield, MA 01330-0061 Subject Location: 8 Rust Avenue, Northampton, MA Map Block: 38A-028 Mr. Landy, adequete Your building permit application and plans dated 3-24-15 have been approved as drawn 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. Smoke, Heat and CO detectors throughout the structure to current building codes. 2. An emergency escape window is required within every bedroom. 3. An air barrier is required between the tub and the wall cavity. 4. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically at the sheathing and drywall surfaces. 5. Several windows will require tempering per R308.4 6. Several windows require restrictors per R612.2 7. Deck framing is not indicated but must meet code standards,with pier sizing 8" minimum as shown. 8. Metal connectors are required at the rafter/plate connectors at detail 1 on 017. 9. LVL engineering from lumber provider for the LVLs not prescribed by David Vreeland. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the new Stretch Code expected to be completed in 2015. 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://publicecodes.cyberregs.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. or if high water table or severe soils waterproofing 780 CMR R406.2. 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%" 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. "vF Mark Landy <rnarkalandy @g ail.corn> 8 Rust Ave 1 message David Vreeland <dvreeland @verizon.net--- Wed, Mar 25, 2015 at 9:11 PM To: mark landy <markalandy @gmail.com> Hi Mark, Options for the 20' ridge beam: 1 . 3 — 14" LVL (note the length of the plumb cut for a 2x12 at an 8/12 pitch is 13'/2") 2. 2 — 16" LV L Wishing us all some spring — soon' €ake care. Dave David Vreeland, PE Vreeland Design Associates 116 River load Leyden, MA 01337 P. . . a C. E; Contract - Detailed Pella Window and Door Showroom of Greenfield Sales Rep Name: Chamberlin, Brad ® 240 Mohawk Trail Sales Rep Phone: (413)774-7231 Greenfield, MA 01301-3209 Sales Rep Fax: Phone:4137747231 Fax: 4137746348 Sales Rep E-Mail: bradc @184.pellapdsn.com Customer Information Project/Delivery Address Order Information Landy Design&Build Spencer Northampton Quote Name: Proline 450 series standard size PO Box 61 Order Number: 184 ASHFIELD,MA 01330-0061 Lot# Quote Number: 6251229 Primary Phone:(413)531-4440 1 Order Type: Non-Installed Sales Mobile Phone: (413)531-4440 County: Wall Depth: Fax Number: Owner Name: Payment Terms: C,O.D. E-Mail: markalandy @aol.com Tax Code: MASS Contact Name: Owner Phone: Cust Delivery Date: None Quoted Date: 10/28/2014 Great Plains#: 53C6546005 Contracted Date: Customer Number: 1006129166 Booked Date: Customer Account: 1001768248 Customer PO#: Customer Notes: $500 REBATE ELIGIBLE IF DELIVERED JOBSITE PRIOR TO 11-26-14 Line# Location: Attributes 10 None Assigned Prol-ine, Double Hung, 25 X 53,White Item Price Qty ExVd Price ( $267.44 23 $6,151.12 I t� 1: 2553 Double Hung,Equal Frame Size: 25 X 53 PK# General Information: Clad,5",311/16" Exterior Color/Finish: Standard Enduraclad,White 670 Interior Color I Finish: Unfinished Interior Glass: Insulated Low-E Advanced Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Cam-Action Lock,No Limited Opening Hardware, Champagne,No Sash Lift Screen: Full Screen,White,InVieWTM Grille: No Grille, Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim,No Interior Trim,6 9/16",7 7/8",Standard Four Sided Jamb Extension,Factory Applied,Pella Recommended Clearance,Perimeter Length=156",Glazing Pressure=120. Rough Opening: 25-3/4'X 53.3/4" Customer Notes: 10-29-14 REVISED TO UNFINISHED INTERIOR, NO SASH LIFTS For more information regarding the finishing, maintenance, service and warranty of all Pella®products,visit the Pella®website at www.pelia.com Printed on 10/29/2014 Contract-Detailed Page 1 of 4 Customer: Landy Design&Build Project Name: Spencer Northampton Order Number: 184 Quote Number: 6251229 Line# Location: Attributes 15 None Assigned ProLine, Casement Right,25 X 25,White Item Price Qty Ext'd Price _ $197.84 8 $1,582.72 C'v 1:2525 Right Casement - Frame Size: 25 X 25 t PK# General Information: Clad,5",3 11/16" p Exterior Color/Finish: Standard Enduradad,White 670 Interior Color/Finish. Unfinished Interior Glass: Insulated Low-E Advanced Low-E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: Fold-Away Crank,No Limited Opening Hardware,Champagne Screen: Full Screen,Champagne,InView"A Grille: No Grille, Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim,No Interior Trim,6 9116",7 7/8",Standard Four Sided Jamb Extension, Factory Applied,Pella Recommended Clearance,Perimeter Length= 100",Glazing Pressure=135. Rough Opening: 25 3/4"X 25-3/4" Customer Notes: 10-29-14 REVISED TO UNFINISHED INTERIOR Line# Location: Attributes 25 None Assigned ProLine,Awning Vent,25 X 25,White Item Price Qty Ext'd Price -Ell $215.14 6 $1,290.84 1:2525 Vent Awning Frame Size: 25 X 25 PK# General Information: Clad,5",3 11/16" Exterior Color/Finish: Standard Enduraclad,White 670 Interior Color/Finish: Unfinished Interior Glass: Insulated Low-E Advanced Low E Insulating Glass Argon Non High Altitude Viewed From Exterior Hardware Options: No Limited Opening Hardware,Champagne,Right Jamb Screen: Full Screen,Champagne,InView'm Grille: No Grille, Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim, No Interior Trim,6 9/16",7 7/8",Standard Four Sided Jamb Extension, Factory Applied,Pella Recommended Clearance,Perimeter Length=100",Glazing Pressure=135. Rough Opening: 25-3/4"X 25-3/4" Customer Notes: 10-29-14 REVISED TO UNFINISHED INTERIOR For more information regarding the finishing, maintenance, service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 10/29/2014 Contract-Detailed Page 2 of 4 Customer: Landy Design&Build Project Name: Spencer Northampton Order Number: 184 Quote Number: 6251229 Thank You For Purchasing Pella® Products PELLA WARRANTY: Pella products are covered by Pella's limited warranties in effect at the time of sale.All applicable product warranties are incorporated into and become a part of this contract. Please see the warranties for complete details,taking special note of the two important notice sections regarding installation of Pella products and proper management of moisture within the wall system.Neither Pella Corporation nor PELLA WINDOWS INC will be bound by any other warranty unless specifically set out in this contract. However, Pella Corporation will not be liable for branch warranties which create obligations in addition to or obligations which are inconsistent with Pella written warranties. Clear opening(egress) information does not take into consideration the addition of a Rolscreen for any other accessory]to the product.You should consult your local building code to ensure your Pella products meet local egress requirements. Per the manufacturer's limited warranty,unfinished mahogany exterior windows and doors must be finished upon receipt prior to installing and refinished annually,thereafter. Variations in wood grain,color,texture or natural characteristics are not covered tinder the limited warranty. This form constitutes a contract between Buyer and Seller. Prices are subject to change anytime after 30 days following date of estimate and does not guarantee availability of any product listed. Pella Products Inc.management has final authority on acceptance of this order. Your signature confirms the accuracy of the product(s)chosen. Pella Products assumes no responsibility for accuracy of take offs from drawings or blueprints or that the products listed will be sufficient to complete customer's Intended project. The Buyer agrees that the product(s)listed herein are correct,final and cannot be changed,returned or canceled. Deposits are partial payment of the contract and are not refundable. The Buyer agrees that if paying by credit card that authorization is granted to the seller to debit the Buyers credit card by signing this contract. The Buyer agrees that payment discounts do not apply when paying with a credit card. A 1-1/2%SERVICE CHARGE per month(18%PER ANNUM)will be added to all outstanding balance past our stated terms, plus lawyer and account fees for collecting outstanding accounts. The Buyer agrees that the customer delivery date is a realistic estimate of when the product is to be delivered. Items remaining in our warehouse for more than 30 days beyond the agreed to delivery time will be subject to a storage and handling fee of 1%of the net amount of the order($25.00 minimum charge). The Buyer agrees that the product can be delivered without the Buyer present and agrees to accept the shipping documents as proof of delivery. The Buyer agrees not to hold the Seller responsible for any damage to driveways,sidewalks,trees and overhead wires caused by the Seller's delivery vehicles. The Buyer agrees to examine the product(s)upon delivery and within 7 DAYS OF DELIVERY provide the Seller notice of any discrepancy between the product(s)ordered and the products(s) delivered,including hardware. If the Buyer does not provide notice within 7 days the Buyer accepts the product(s)as is. Refer to Pella Corporate Warranty For more information regarding the finishing, maintenance, service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 10129/2014 Contract-Detailed Page 3 of 4 Customer: Landy Design&Build Project Name: Spencer Northampton Order Number: 184 Quote Number:6251229 ❑Project Checklist has been reviewed Customer Name (Please print) Pella Sales Rep Name (Please print) Order Totals Taxable Subtotal $9,024.68 Customer Signature Pella Sales Rep Signature Sales Tax @ 625% $564.04 Non-taxable Subtotal $0.00 Date Date Total $9,588.72 Deposit Received $0.00 Credit Card Approval Signature mount Due $9,588.72 M/1' 2 M,A—s n C. C.%�—�C.tL ,0 - 30- tI For more information regarding the finishing, maintenance,service and warranty of all Pella®products,visit the Pella®website at www.pella.com Printed on 10/29/2014 Contract-Detailed Page 4 of 4 City of Northampton 212 Main Street, Northampton, MA 01 060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: The debris will be transported by: 4� The debris will be received by: �% Building permit number: Name of Permit Applicant MAI M;T� � Date Sig ,-ature of Permit Applicant City of Northampton Massachusetts rr c DEPARTMENT OF BUILDING INSPECTIONS ?? /}. 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Lcuis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. 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 cr detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbin gas) the homeowner will be responsible to make sure that the trades hired secure their proper mits in conjunction to the building permit issued, and that they get their required inspections. i ure of the individual trades to secure the permits and inspections as required can DELAY the pr ' ct until such time as the proper permits and inspections are made 1, understand the above. (Home owner/resident's signature reques * g exemption) I will call to schedule all required building inspe tions necessary for the building permit issued to me. Date Address of work location The Commonwealth of massachusetts Department of Industrial Accidents } Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le,-ibly Name (Business/Organization/Individual):MA R K LAN.DY D�A LU G,' C(}y{y /B V lliP(iZ i JE., Address:�Fo City/State/Zip P Phone#: Are you an employer? Check the appropriate box: Type of roject(required): 1.El am a employer with 4. E] I am a general contractor and I employees (full and/or part-time). * have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [Remodeling ship and have no employees These sub-contractors have g. R715e-molition working for me in any capacity. employees and have workers' [No workers' comp. insurance mp. insurance.t 9. wilding addition required.] 5. [P�e are:a corporation and its 10.[p]Electrical repairs or additions 3.❑.I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.ElRoof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 1311 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHo meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #contractors that check this box must attached an additional sheet showing the name of--the sub-contractors and 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: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: City/State/Zip: 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 verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct, Si ature: Date: 10 1 (14 Phone#: — t-Ur—LM 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 Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: r� J Not Applicable £ Name of License Holder:MARL L 1--n I IMF 1 I�1 License Nurr ,� �P DV (01 TL,> of , ((jj//�1` q�l Address Expiration Date Signature Telephone 9`Re istereif. Not Applicable £ MARK LAKfnY Company Name Registratiorl Number . l X- PC51 0 3 CIS 0 5CW l 3 1 027 Address / r �/� �/ / Expiration Date ) /,, lY (F�G f-1A Telephone[/ b?S / ! &�/ lY SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavi ust be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the bu' ng permit. Signed Affidavit Attached Yes... .. £ No...... £ 11 'Hom~e Owner', xemiAi The current exemption for"homeowners"was extended to include Owner-occupied eilin s of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not ess 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 which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attac or detached structures accessory to such use and/or farm structures.A person who constructs more than one a in a two- ear eriod shall not be considered a homeowner. Such"homeowner"shall submit to the Building O ial,on a form acceptable to the Building Official,that he/she shall be responsible for all such work erformed uxderthe buildinz permit. As acting Construction Supervisor r L e ce on the job site will be required from time to time,during and upon completion of the work for it is issued. Also be advised that with hapter 152(Workers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries n Death)of the Massachuse tts General Laws Annotated,you may be liable for person(s) you hire to perform rk for you under this permit. The undersigne ` omeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampto rdinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Et Replacement indows Alteration(s) Ft Roofing Or Doors Accessory Bldg. ❑ Demolition New Signs [o] Decks [Q Siding If& Other(0] Brief Des n t' n of Proposed 1 J �� Work: I VIA1 5 Alteration of existing bedroom Yes ,,� No Adding new bedroom 3 Yes No Attached Narrative Renovating unfinished basement Yes ,No Plans Attached] o� -Sheet sa. If New h"ouse'and.oradditio'n to extstmqhousinq,.c'ompfete'the followrng: a. Use of building : One Family V Two Family Other b. Number of rooms in each family unit: `" Number of Bathrooms c. Is there a garage attached? UCL— d. Proposed Square footage of new construction.—I Zot Dimensions X, /X w �`y ,0 e. Number of stories? :a� Ir n� f. Method cf.heating? k'l�' Fireplaces or Woodstoves '~ w Number of each g. Energy Conservation Compliance. n Masscheck Energy Compliance form attached? h. Type of construction G00 f"p 1 G i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes '✓ No j. Depth of basement or cellar floor below finished grade S k. Will building conform to the Building and Zoning regulations? _Yes No. I. Septic Tank City Sewer v Private well City water Supply V SECTION 7a-OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize Wact y behalf, in late work a thonzed by t is—building permit appli atio Signature of kwner A Date vas gweet(Authorized Agent hereby declare that th statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print N Signature of r/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 Frontage Setbacks Front Side L: '=! R: �ff L:= R:? �� Rear u Building Height Bldg.Square Footage E�l�t �_� "0 —� Open Space Footage % F 1 (Lot area minus bldg&pavedY �^ parking) #of Parking Spaces Fill: _ volume&Location) A. Has a Special Permit/Variance/Findi g ever been issued for/on the site? NO Q DONT KNOW YES Q }IF YES, date issued: rt — a IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES Q IF YES: enter Book { Paget and/or Document#F � 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 Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES t Q NO IF YES, describe size, type and location: D. Are there an proposed changes to or additions of signs intended for the property? YES 0 NO Y _ IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, xcavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES Q NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. f 4 �Depaefinent use only Ft , ` City of Northampton 1 It i .'" Y 1E_ tnM NRI ~ St-e'a4 j lY4r'f 49� �E R �I{ l=. Building Department Grrb CUtIDrt�keNay'Pzrrrilf� F 1 d�" y.. Y 1 �...,x f�'a Uy +`I "�Fe c ,r " '. 212 Main StreetewerlSepGc Aailab)Itty v� P�a�N a ut9y f ay , ^ t 'v4CAI L 1 tit tk i M N6 r Room 100 V7 ater/tS�felCAva4abrlity Nil F j t i J s f a �+ ° vt a r Northamp ton, MA 01060 TwaSefs'af�t'rctu'ra1Pari$ *� � r ' 'riL3 al" w m q. ' C+`•'. \f._ (65ne:4 3=587-1240 Fax 413-587-1272 PIo/SIte�Plans �x I Y x^ r :moo �±LiC; TION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE.INFORMATION §ectiorr fo be completed by office 1.1 rope Address: 3 1 X111 �9T A'� °'� �� 5 '�''-3 t y t a '`;fit 2 'tr} �`'•ti�� 1 lj � J��/��/�J.�►j. //'\j 1/�) Mapl ' �. �":� �-;zLot � -x-u- .,,-xt} Y ,�� Unit L r t +a f k ElmrSt Distract �ry SECTION 2. PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Pr's r rat Maili Addres 0 �� O Tele qry., SvIgnature 2.2 Authorized Agent: MAR KA- 1�1� �Z' C� �1 Name(Print) Current Mailing Address: Sign ture Telephone SE TION 3 -ESTIMATED CONSTRUCTION COSTS. Item Estimated Cost(Dollars)to be Official Use Only cam leted by permit applicant 1. Buildingv/ o+✓V (a) Building Permit Feb 2. Electrical 1 vy ) (b) Estimated Total Cost of . `7 Vl-�J ' Construction from 6 3. Plumbing .L} C3� Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection A/4, _ 6. Total=(1 +2+3+4+5) Check Number ,, This Section For Off icW Use Only ' Date Building Permit Number: Issued: Signature: Building Ccmmissionedlnspector'of Buildings Date File 4 BP-2015-0523 APPLICANT/CONTACT PERSON MARK LANDY ADDRESS/PHONE P O BOX 61 ASHFIELD (413)625-6999() PROPERTY LOCATION 8 RUST AVE MAP 38A PARCEL 028 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 1Z Fee Paid Typeof Construction: DEMO 20 X 20 BARN&REPLACE W/20 X 20 LIVING SPACE i New Construction J sl� Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: ' Owner/Statement or License 077431 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION P SENTED: Approved Additional permits required(see below) F, 0y, �� r• PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AN`D/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan t ZONING BOARD PER UI RED 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 De lay /� —/ Signa uilding 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. Bk:11878 Pg:176 t i Zoning Board of Appeals-Decision City of Northampton Hearing No.: ZBA-2015-0008 Date: January 14, 2015 r Administrator and certify that a copy of this and all plans have been flied with the Board and the City Clerk on the date shown above. I certify that a copy of this decision has been mailed to the Owner and Applicant. t The appeal period for residential findings granted by the Zoning Board of Appeals Zoning Administrator are thirty(30)days from the date of the decision. All appeals are heard by the full Zoning Board of Appeals. February 17, 2015 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Zoning Board of Appeals Zoning Administrator was filed ; in the Office of the City Clerk on January 14, 2015, that thirty days have elapsed since such filing and that no appeal has been filed in this matter. z f City Clerk City of Northampton i f i t' 4 I t' i `t F s k i t GeoTMS®2015 Des Lauriers Municipal Solutions,Inc. s i � � R>£QISTER A ST: gpSHZRE,�ARY LBERD Bk:11878 Pg:175 ! Zoning Board of Appeals-Decision City of Northampton t Hearing No.: ZBA-2015-0008 Date: January 14, 2015 APPLICATION TYPE: SUBMISSION DATE: , Residential Finding 12/9/2014 Applicant's Name: Owner's Name: NAME: NAME: t SPENCER BENJAMIN b MARTHA EBNER SPENCER BENJAMIN P b MARTHA J EBNER Bk:11878Pg:175 Page:1 of 2 ADDRESS: ADDRESS: Recorded: 02127/2015 02:18 PM 8 Rust Ave. 8 RUST AVE TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: ' NORTHAMPTON MA 01060 NORTHAMPTON MA 01060 3 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: 413 586-8066 { EMAIL ADDRESS: EMAIL ADDRESS: t C t Site Information: Surve or's Name: j STREET NO.: SITE ZONING: COMPANY NAME: 8 RUST AVE URB(100)1 tE TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved w/Conditions ty MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: I 38A 028 001 Chapt.350-9.3(1)(D):Pre-existing TOWN: STATE: ZIP CODE: !! B001C Page: Nonconforming Structures or Uses May be 120 229 Changed,Extended or Altered with a PHONE NO.: FAX NO.: ! Finding from the Zoning Board of Appeals. tti' EMAIL ADDRESS: F NATURE OF PROPOSED WORK DEMO 20 X 20 BARN b REPLACE W120 X 20 LIVING SPACE HARDSHIP: t CONDITION OF APPROVAL: � 1) All access to the lot for demolition and removal of material and construction shall be done over e Rust Avenue access and not on Chapel Street. FINDINGS: .. . � The Board Administrator issued the pennit based on the information in the application and from the hearing. The Administrator granted the Finding based upon: _ Section 9.3 for renovato)n of a two story barn to extend the height but remain in the same footprint.The Administrator found that the change would not be substantially more detrimental to the neighborhood than the existing nonconforming structure on the lot. x- 2. The Administrator found that the home would not extend any closer to any front side,or rear property boundary than the current zoning allows and that the pre-existing structure already extends. r 3.The Administrator also determined that the new construction would not create any new violation of other zoning provisions;and does not involve a sign. I COULD NOT DEROGATE BECAUSE: FILING DEADLINE MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 12WO14 1/3/2015 1/22/2015 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 12/27/2014 2/1212015 1/8/2015 1/22/2015 2113/2015 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: !. 12/2&2014 11812015 1/8/2015 111412015 SECOND ADVERTISING DATE: HEARING TIME [VOTING DEADLINE: DECISION DEADLINE: f 1/1/2015 4:00 PM I 4W015 41812015 MEMBERS PRESENT: VOTE: `r Elizabeth Silver votes to Grant tt MOTION MADE BY: SECONDED BY: OTE COUNT: DECISION: y Elizabeth Silver 1 Granted w/Conditions MINUTES OF MEETING: I Available online on the City's website www.northamptonma.gov E r. 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 GeoTMSS 2015 Des Lauriers Municipal Solutions,Inc. t r File#BP-2015-0523 to 1i APPLICANT/CONTACT PERSON MARK LANDY J ADDRESS/PHONE P O BOX 61 ASHFIELD01330-0061 (413)625-6999 Q (j PROPERTY LOCATION 8 RUST AVE &QrVA/� MAP 38A PARCEL 028 001 ZONE URB(100) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: DEMO 20 X 20 BARN&REPLACE W/20 X 20 LIVING SPACE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 077431 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF03RMATION PRESENTED: _tZApproved 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 Dela -3 x'7 ignature of uil ing 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. 8 RUST AVE BP-2015-0523 GIs#: COMMONWEALTH OF MASSACHUSETTS MU-Block: 38A-028 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-2015-0523 Project# JS-2015-000988 Est.Cost: $100000.00 Fee: $320.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: MARK LANDY 077431 Lot Size(sq. ft.): 4443.12 Owner: SPENCER BENJAMIN P&MARTHA J EBNER Zoning: URB(100)/ Applicant: MARK LANDY AT: 8 RUST AVE Applicant Address: Phone: Insurance: P O BOX 61 (413) 625-6999 () ASHFIELDMA01330-0061 ISSUED ON:312712015 0:00:00 TO PERFORM THE FOLLOWING WORK.DEMO 20 X 20 BARN & REPLACE W/20 X 20 LIVING SPACE 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 Siunature: FeeType: Date Paid: Amount: Building 3/27/2015 0:00:00 $320.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner