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36-366 I I 4 -(2)SIMPSON A34 ANGLE W/(4) Rd z}'NAILS INTO JOIST 6 (4)Bd CMN INTO PLATE,TYP, ID TYP. 3 SCL 2x (2)SSMPSON A34 ANGLE,TYP (1)SIDE sl BLOCKING REQ'O, (ll T7P. SIDE I-JCISTS(BY OTHERS) 2.BLOCKING 8d CMN.8 6'C.C.INTO PLATE 6 VLAM VLAMs Bd CMN.E 6'O.C.INTO STUDS (3)2X6's SHEATHING,BOTH SIDES (3)2X6's 2X6 JACK SIMPSON HWB 10110111 SIMPSON HOUR 10110111, V/(20)SDS25212 SCREWS (4)PLACES Bd CMN.P 6'O.C.INTO BOTH PLATES }'0 THREADED ROD SIMPSON CNW6 COUPLER NUT, JI IL, �1 Ili.- J'0 HOT DIPPED GALV. . T `� j C Y HOOKED ANCHOR BOLT z 18',HOOK ROTATED 90' / WITH T WRALL) ALIGNED c a � SECTION Structural Support 9}'RIM 5 TYP, i A gt Design Services S' 236S Shirkshire Rd. Conway, 41 MA 01341 3-522-7771 DESIGN BY: MR 4-OS-15 O O O 9}'RIM PROJECT NO.: 15-048 Bd CMN,p 6'O.C.INTO PLATE BE'—pATE DESC- @Y HEADERS A 0 4-02-15 FOR CONSTRUCTION MR BUILDING PERIMETER PLAN OTJRCKS ERS BY H ,TYP, Bd CMN.P 6'O.C.INTO PROJECT: Sl Y'=1'-0' STUDS WALL BRACING (3)2X6's NORTHAMPTON,MA 2x6 BLOCKING AT SHEATHING,BOTH SIDES PLY VD JOINTS DESIGN LOADS: (3)2X6's (SHEAR PANELS ONLY) 28 BLOCKING AT PLYVD JOINTS(SHEAR PANELS THIS DRAWING DEPICTS DESIGN FOR WIND 2X6 JACK ONLY) LOADING ONLY, HCLDO SIMPSON HWB W/SIMPSON (20)HWB 212 HOEDOWN SORE DESIGN FOR GRAVITY LOADS BY OTHERS HELDOVN,(12)PLACES 9d 4N R 6'C . SCREWS PREPARED FOR: d 2x12 JOISTS, Bd CNN.I?6'D.C.INTO FOUNDATION DESIGN BY OTHERS, b'4 THREADED RED 2x12 RIM BEYOND BOTH PLATES GREG QUILL SLEEPING AREA LIVE LEAD: 30 PSF III ii Rtl/ OSEMUND HOMES OTHER AREAS LIVE LOAD: 40 PSF b'0 THREADED ROD 23 EAST HADLEY RD. GROUND SNOW LOAD: 40 PSF PLATEN.E 6'E.C.INTO HADLEY,MA 01035 ROOF SNOW LOAD, 30.8 PSF V/�(20)SDS252112L SOCREWS WIND V=90 MPH,EXP.B (3)2X6's Bd CMN,2 W O.C.INTO STUDS GENERAL NOTES, SIMPSON H➢US HOLDOWN L THE IR.G 4 I.H.C.CODES WITH THE MA AMENDMENTS HAVE BEEN APPLIED. (3)2X6's SHEATHING,BOTH SIDES DRAWING TITLE: WOOD FRAMING NOTES 2X6 JACK SIMPSON HDUB L DIMENSION LUMBER SHALL BE KILN DRIED SPRUCE-PINE-FIR OR HEM-FIR #1 OR q2. SIMPSON HDUR HOLDOWN W1(20)SDS25212 S CRE WS WIN D FORCE 2.WATER CONTENT SHALL BE LESS THAN OR EQUAL TO 197.MOISTURE, RESISTANCE �t 3.LUMBER STORED ON SITE SHALL BE OFF THE GROUND AND COVERED. '��.. SHEAR Rd CMN.2 6'E.C.INTO ' - - �+ PLATE PANELS HARDWARE NOTESi ,Ji Il, - - - ,CI IL, J b'0 HOT DIPPED GALV, 1.HURRICANE TIES,HOLDOVNS,ANGLES AND OTHER HARDWARE SHALL BE AS HOOKED ANCHOR BOLT x SUPPLIED BY SIMPSON STRING TIE COMPANY,OR APPROVED EQUAL, - - - 20' 2.FASTENERS SPECIFIED IN THE DRAWINGS SHAL, BE AS SUPPLIED BY S14PSON STRONG TIE COMPANY, IRUSS NOTES'' S PS TRUSSES ARE TO BE ANCHORED TO THE EXTERIOR SIDE OF THE TOP PLATE WITH 4 S� 5 S SIMPSON 12.5 HURRICANE TIES. SI -1,_0' v S1 i•,1,_0, lelrl'^I Im Im fl Do— u w Zo �Om N,m_ i III I I I I II I I I 48'0*' 17'4" 16-0" 14,8„ r T.O.W. 5 -- - a 1-1/8 n T.O.W. 81-1/8 n T.O.W. 61-1/8" I, T: I I ! L � I I --- in cn 0 0 0 0 02 N D D Cn -- — , G , G) m m , I I , I i � TIN I S01 - +, ° ° I � I ' ; I 2'(Y' 2'0" 2'0" 2'0" 2'0" 2-0-_ 2-0" w 2'0" 2'0" 2'0" 2'0" 2'0" 2'0" TO" w 2'0" 2'0" 2'0" 2'0" 2'0" 2 0" i c c � i ' I I ' I Flush BB01 at 8-12 I ; - - --- --- ---- --- --- III 21'91/2 - -- �- T.O.W. 5'1,11,8" T O�lN.� 5'1-1/8" ----- 480„ , , 0 , I , I I I I I I I i i 3. _.-.--- -- ---- ---- - ---- - -- - -- -- -- - --- - ---- _-- - THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be �i - -- ---_-- - - --- ^Oc Q m u�� - rporated info the bu�Wirrg design at the s ,hcation of the building designer See individual design sheets for each K JG,1, draw”. The building designer is responsible for temporary and permanent bracing -_ -----. .- p-- the roof and floor rysie a (Plate overall structure. 5ti3 D'Oeddo Drive;Maisan,pWl 53179 pres including spun headers, icing hef Emerson Way MA ags,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bir of f UFP Belchertown LLB y ding g conditions,available from - eneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans, ' 316/15 ,ng ans cons,and use.If they c not,its the d s ignsrbTUni a the General Contractor not be responsible bl provide -- --- rintslplans ceMamdg the latest specifications and designs. Universal Forest Products will not be responsible for print/plan �w A Universal Forest Products Company For Approval at gas by others after final approval ofshop drawings,nor will they be responsible for errors or modifications made on-site t. R..p R. d Pi r R"s+ :B«tr hrda.�n�Fk.0100 r P6.,"�+l:t'_t-^_+-)Fae+r3 3^_:- � ---- -- p �VITHOO T PR ON FR M UFP UHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOT; 1411 O252B AU 7HtiELRDnuR�ESPONSBLE ORUANY OR"CHAR E BACKS" WITHOUT EPR OR WRITTEN Y WAY' ROOF FRAMING PLAN ------- Floor Framing Material ------- ROOF T RU S S E S 24 ff O/C Type - Qty_ Product Length R2 2 Spruce-Pine-Fir #2 2 x 10 18' 0" Total length: 36' 0" ------ Roof Framing Material ------- 2; Type Qty. Product Length ------ ---- ------- ------ Rl 23 Spruce-Pine-Fir #2 2 x 10 18' 0" — — ---_— -- —R� — ---— - R3 9 v v 14' 0. Total length: 540' 0" LRU210 HANGERS ------- seam & Ledger Material ------- Type Qty. Product Length —7-2 -2LX— -- -L----' ------ G! 2 1-3/4x20 VERSA-LAM 2.0 3100 SP 24' 0" Total length: 48' 0" ------ Miscellaneous Materials ------- Type Qty. Product Length 2; (R/L) Spruce-Pine-Fir #2 2 x 10 22' 0" Total length: 22' D" R P,3 - All product names are trademarks of their respective owners o o NOTES: This 'ayout has been created using the information from the plan provided, and/or verbal information = �t .FtD arc 3 rk M iles I n c■ from the general contractor. r.k Mlles assames no responsibaity £or -his layout i`_ r�, m a atq Q S.-i Elam altered during construction or any of the structural members shown are not supplied by r,k, Miles a 2 m m T m n 2 1 West St. It rs the -asponsib Ii;y of the building contractor / owner to install and / or oversee the installation �I C .. v 3 N of al_ tLe engineered wood components to assure compliance with the manufacturers specifications.if aay Q m >.> z,- a { West Hatfield Ma. .� 1 changes are made to this project after the completion of our layout contact RK Miles -4 3 immediately Scale:1/4"-1' i 2ND FLOOR FRAMING PLAN PRELIMINARY PLAN, NOT FOR CONSTRUCTION ------- Floor Framing Material ------- R13 R1 '- �� � --�,, Type Qty. Product Length R1 1 1" X 9-1/2" RIMBOARD 41' 5-1/2" R2 1 v v 12'11" R3 1 v v 4' 6-1/2" R4 1 9-1/2" ASS 20 Total length: 58121"O „ R2 J1 9 v v 32' 0" J2 1 v v 30' 0" J3 7 v v 26' 0" I u 5 J4 9 v v 18' 0" J5 8 v v 16' 0" J5 - -- RS 1 v v 14' 0" T 16" pC J6 1 v v 14' 0" N 0 R6 1 V v 5' 0" J7 1 v v 3' 0" I Total length: 868 0" r R7 1 1" X 14" RIM BOARD 12' 0" I� R8 1 v v i R9 1 v v G8 Total length: 28'1D" -.-� J8 17 14" AJS 20 22` 0" R15 R16 1 ply -- - - J9 1 v v 14 Orr RIO I v v 12' 0" B14 �� R11 1 V v 10. Orr 2 ply R14 R12 1 v v 7' G" ' J10 1 v v 3' 0" " Jl _ Total length: 420` 0 1611 OC R13 2 1" x 9-1/2" RIM BOARD 12' 0" Total length: 43' Orr rn Cl. R - N R7 R15 2 1" x 19" RIM BOARD 12' 0" G9 C7 r-+ ._J8 _ R16 2 v v 10' Orr 1 plY 12" oc % Total length: 44' 0" R 16" oc R14 r ! ------- Beam s Ledger Material ------- � —_.- _- (3(N k R1 Type Qty. Product Length N ------- ------ Pa B13 - 2 1-3/9x11-7/8 VERSA-LAM 2.D 310 20' 0" 214 2 v v 181 0" 1 C7N N 16" oC I Total length: 761 0" J8 ' G2 1 1-3/4x9-1/2 VERSA-LAM 2.0 3100 10' 0" U G3 2 v v 24' 0" p 16" oC G4 1 v v 7' 0" 9 G5 1 v v 81 0„ ol 10 Total length: 73' Or' B13 r R8 G6 2 14" AJS 20 22' 0" G7 2 v v 22' 0" 2 ply Total length: 88' 0" Ge 1 9-1/2" AJS 20 2' 0" k IT TOP MOUNT HANGER6 G9 1 v v 2' 011 G11 2 v v 16' 0" G12 2 v v 16' 0" h'� U length:the 68' 0" �i I 4 I s _ - 16" oc R16 R15 ------- Header Material ------- V R3 B10 j W�C� Type Qty. Product Length 3 ply �t\aG ------ ---- - ----- ---- k__J4 J4 __ 6 Bl 3 Spruce-Pine-Fir #2 2 x l0 8' 0" 1 TOtal length: 24' 0" T 16" cc 1611 pc �q, B10 3 1-3/4x19 VERSA-LAM 2.D 3100 SP 18' 0" Total length: 54' 0" g l _.. ., , ' 3 ply! � .";` """'"°° .a.,..,r,=.,..e..,.=_.,. - Miscellaneous Materials ------ ------- Type - Qty_ Product Length C7�+ _ ___ a XXX (R/L) 9-1/2" AJS 20 44' Or' XXX (R/L) v v 101 0" Total length: 54' 0" XX 4" 20 X (R/L) 1 AJS 18' 0" G ..--... , T._. Total length: 18, Orr 2 y All product names are trademarks of their respective owners M This 1ayo,t h. b tree*ed us:.ng *he information from the plar. prodded, and/or verbal irfcrmation .y = .� g m rk �Ailes Intl. NOTES: fr the ge 1 0 ac t .k Miles assumes no responsibility' for the layout f r Z as — =Z c Miles ■ . alts a d o g i t' or any o£ the structure me:hers h are t 5 or ov se k. N:les D ' West ��. / it tt r P bil ty f the bui ldivg contracto / r to sta.1 a d i r c se the rnstallat ien .� m S d50 'M West of 1 the g' .,red 1 cmponents to a.s sure co Fli. with the �� ufa.ty e s specif�cations.i f any O�_ ; > F s m e, changes are m oeeto t is protect after the completion of oar _ayout contact RK Miles C N m I West Hatfield Ma. 1 i�nmediaiely `� 9 g m 0 Scale:1/4" P PR ELIMINARY 9LAN, NOT FOR CONSTRUCTION 1ST FLOOR FRAMING PLAN - -46 0" 24'_ 0" - 22' 0" Rl R4 _ ' . ------- Floor Framing Material ------- i R3 0 Type Qty. Product Length M ____ __ _ ------ —ji _ --r- RI J1 26 Spruce-Pine-Fir #2 2 x 12 16' 0" 16" Qc RI 5 v v 16' 0" R2 1 v v 14' 0" J2 1 v v 14' 0" J3 10 v v 12' 0" J4 7 v v 10 0 n 411 la 1 Column wl/s Eld, plate R3 3 v v 10' o" Y p Js 7 v v a' o" G3 R4 1 v v 8' 0" 2 ply —— R5 2 v v 2' 0.. — - - - - Total length: 812' 0" 3 pl ------ Beam & Ledger Material ------- R3 Type Qty. Product Length R1 G4 '-+ B7 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 24' 0" P1Y - Q. B8 3 v v 29' 0" —J1 U N Total length: 144' 0" oc 3 Y P 2 1 G1 2 Spruce-Pine-Fir #2 2 x 12 8' 0" G2 3 v v 10' 0" 16" cc } + G3 2 v v 2' o" > 1>1 G4 2 v v 2' 0" -I r G5 2 v v 16' 0" Q, Q. _ — ---� o G6 2 v v 16' 0.' C7 N C7 N Total length: 116' 0" N ( o _- ------- Miscellaneous Materials ------- o J5 16" oe Type Qty. Product Length N O h ri XXX (R/L) Spruce-Pine-Fir #2 2 x 12 39' 0" Total length: 34' 0" All product names are trademarks of their respective owners 3 Ply Rl " w s ld 1 to 4 �al1y coJ�um>a 1" pf+ p Rl _ J4 -J3 1611 oc r 16 Uc o ui � R5 R3 2' 0" IRS _- R2 14' 0_" 10'_ 0" - 22' 0" z. N pg sm rk Miles Inc. NOTES: ' This 1 you, has been created u sing the i.formatzon f o the plan proud d and/or verba� for t-:o^ p x !"_ N f o. the general cen tractor. r.1 Miles .­—ea no sp nsib ty for th' layout if d d g tr ti or any of the str ctu- 1 mbe s are not supplied by z k Miles n C z 'm m 3 tl1 West er It the re po --ti- cf the b ild'ng c ract " e to 1.1. d . c t t :.lation '�m c " A .O •.eS` �t� oall. ng - ed od com o t to sure c p1'a e h th Tan fa t e s specr_uat'oa,if any m 'Y� £ a m{ m West Hatfield Ma. hing s are madF to this p—j—t efter '.e eomplet'cn n_ ,.,' 1 you.. c,n_act R{ Miles 3 9 _mmediately m o Scale:114"=1' WINDOW SCHEDULE • ED65 GOLD SUB FLOOR DECKING, - - -- - - ----- - GLUED AND NAILED HEAD ENGINEERED I-JOISTS(SEE FRAMING MARK COUNT WIDTH HE16HT HEI6HT MODEL MANUFACTURER GLAZING FINISH COMMENTS PLANS) - - - - RosEMuND 1 1/3' 4 4' - 6 701/2 DH2O93-9 Paradigm _- LOWC VINYL '. TRIPLE-DOUBLE HUNG WINDOW -- -- - - --_ - __ - _ - t01/2 DH2D03 Paradigm _ LOWE _ VINYL DOUBLE HUNG WINDOW___ • BOARD AND BATTEN 5IDING �';�: r - 101/3 F2434 Paradigm LOIN VINYL -_FIXED WINDOW yg • T/16"ZIP SHEATHIN6,5fAM5 TAPED -� - -- _ -_ -_ -_-_ T __B 6 2 b G 2 �2 O' 2 O' 6 • 2xbKD5PRUG£WALLSTUD516'O.G. -- --- D 6 4'-T 1/2' 4 D" b 701/3 62048-2 Paradi m LOWC VINYL PAIR-GASEMENTWINDOWS ENERGY CRAFTED HOMES -. _ f__ - -.__-+ _- -__. __9 __ --. -- • BLOW NCELLULOS£INSULATION _ E 1 _ 6'-111/3 5 O" H 01/3 DH2_H603 PeraQigm LOW£ VINYL TRIPLE-DOUBLE HUNG WINDOW 1/2"6YP5UM WALL BOARD INTERIOR FINISH -- - - F 4 2 4' 4 D 6 101/2 63048 Paradigm LOWf VINYL CASEMENT WINDOW 4 4'-T 1/2' 4v-4' 6-10 i/2 DH2O02-3 PeraQigm LOW E VINYL PAIR-DOUBLE HUNG WINDOW,,. H 2 PeraQigm LOY'I E VINYL CASEMENT WINDOW - T-- CLOSED CELL PDAM - ---- -- - � � i i J 7 2 B` � 1-4' O-O" VINYL BASEMENT WINDOW DOUBLE 2X6 TOP PLATE --- _ __— _ ----- Rosamund, LLC 5/8"RATEDGYP5UM WALLBOARD - -- �� `-- DOOR SCHEDULE 23 East Hadley Rd CEILING 4 WALLS a GARAGE AREA _ _ Hadley,MA 01035 MARK COUNT WIDTH HEIGHT MANUFACTURER 1 DOOR MATERIAL HARDWARE COMMENTS rosemundhomes.com -- - --- 100 i 3'-O' b'-D Therma-Tru FIBERGLASS KEYED - HINGED DOOR WITH 1 3"SIDEL16NT5- _ -_1 b.-b. JCIQ-Wen SOLmID GOvcoRE PA55AGE DOUBLE HINGED DOORS -- - 102�''. Jeld-Wen _IN5ULATED STCCL RATED : KEYED HINGED DOOR -109 1 2-b" 6'-B" JBId-Wen SOLID GORE PRIVACY POCKET DOOR 104 1 -- 10-0 6-8" _ N/A N/A N/A - CASED OPENING DETAIL- FLOOR 2ND -105 - 2 6' 6-H" Jeld Wen SOLID come PA PAGE HINGED DOOR 5 /4'- 1'_0' 06 -- 6 O' b-B' N/A - _N/A N/A CASED OPENING 107 _ 1 '� 9-O' 6'-B' Therma-Tru PIBER6LA55 KEYED HIN6fD PULL 6LA55 DOOR 1 pg i 2'-B` 6'-8 Therms-Tru FIBERGLASS KEYED HALF 6LA55 HINGED DOOR 109 3 e'-O' T'-O' � General IN5ULATED STEEL ; OPENER ___ OVERHEAD GARAGE DOOR . —_- 1- 200 1 2-b" 6-B JCIQ-Wen SOLID GORE PRIVACY HINGED DOOR __ �._ -'-- -B' Jeld-Wen SOLID GORE PA55AGE _ GL05CT01-PA55DOOR5 _- .._ _.- -_ .-__. -__- __-- -_ • EDGE GOLD SUB FLOOR DECKING, b-8` _ Je1Q W_e_n __ SOLID GORE PRIVACY HINGED DOOR _ GLUED AND NAILED __ __-_ -_ 301 1 S O ' 209 7 ... 9-O' 6'-B Jeld Wen SOLID GORE PASSAGE CLOSET 01-PASS DOORS • KD SPRUCE FLOOR JOISTS(SEE 304 1 3'-b' b'-0' JeIQ Wen SOLID GORE PRIVACY _ HfNGCD DOOR FRAMING PLANS) --. - -- --- - ----- 205 1 2'-D' 6'-B' Jeld Wen SOLID GORE PA55AGE HINGED DOOR -' 306 1 _ 3'-8" 6'-B' Jeld-Wen SOLID GORE PASSAGE _ _ HINGED DOOR .-- -__- - HINGED DOOR AND BATTEN SIDING -: -0 Jeld-Wen SOLID GORE PRIVACY I/16 ZIP SHEATH NG,SEAMS TAPED 206 1 2-8` 6_. • 2x6 KD SPRUCE WALL 5TUD5 1 b"O.G. " _ 'e" JeIQ-Wen 50LID GORE PRIVACY HINGED DOOR -__ _ -- -- 208 1 2-b 6 D" Je1Q-Wen SOLID GORE PASSAGE HIN6£D DOOR • (R-21)BLOWN CELLULOSE INSULATION 20q 1 2 0" b _.._� - .- --- ----- --- ': • 1/3`bYPSUM WALL BOARDINTERIOR BO1 1 3'-O` b'-B Jeld-Wen SOLID GORE -PASSAGE -. HIN6E_D DOO ----. �- -- - '- HINbfD DOOR FINISH ^. 603 1 3-O` b'-B JBId-Wen SOLID GORE PASSAGE CLOSED CELL FOAM ----- ---- ^_- 2.6 P.T.SILL ( `b _ INSUkA7(QN N07lA 12 BLOGKCIRS AND RUNNERS(R-26,6)4` R-26.60 CLOSED-CELL FOAM AT RIM q �. JO15T,RAFTER BAYS AND EAVES - EXTERIOR WALLS(R-21)BLOWN - CELUL05E INSULATION GALVANIZED ANCHOR ---- --- -----.-___ N ATTIC CEILING(R-50)BLOWN BOLTS EVERY 40`O.C. _ CELLULOSE INSULATION Y 4 WITH-IN 24"OP CORNERS --- - - - FOUNDATION WALL5(R-15)THERMAX V _ ( i - INSULATED SHEATHING /- P L.�T f/N/SNED®ASFMfNT . AIR SEALING-ALL CRACKS AND �! 1 FOUNDATION WATERPROOFING - ,�- H` - - SEAMS, WITH CAULK AND 1 r No. Deacrl ott Date_ _ (SEE SPECS) ---� 2X4 5TUD WALL IGYNENE SPRAY FOAM " WITH FIBERGLASS ---- • SOUNDPROOFING(R-1 1)FIBERGLASS INSULATION �,., FLATG£ILING • 8"CONCRETE WALL - ---- - -- " - BATTS FOR SOUNDPROOFING IN BATH - - -- -- VAPOR BARRIER -- - ----- - - ---- -- {NSU AT 10)SHEATHING AND LAUNDRY WALLS INSULATED SHEATHING -� - 112"DRYWALL - INTERIOR ' f - '- 7'-4"RAISED ' HEEL TRUSS ' - DETAIL -FLOOR AT 15T -_- -_ _- __.--__ ____ _-_.-_._.-__ -_.--_-_ -_._-- _---_.-_- SHINGLES EGTURAL 90 YR ASPHALT --._.- 4 3/4"- ��_O,� SHINGLES • DECK ARMOUR ROOF UNDERLAYMENT 4 ---"-- "-"� - 96"STORM GUARD ICE 4 WATER BARRfER ON CAVES AND VALLEYS • 5/e"CDX PLYWOOD ROOF SHEATHING --'- --- -- - -- • ENGINEERED RASED HEEL ROOF TRUSSES ---- ---- •24"OZ.(SEC FRAMING PLANS) • (R-50)BLOWN CELLULOSE INSULATION ------- --- - - - • FURRING STRIPS ---_-- • 1 12"6YPSUM BOARD CEILING -� CLOSED DELL FOAM - - - \ T • 4`CONCRETE SLAB REINFORCED ------ --- ----- 1 -O DOUBLE 2x6 TOP PLATE • 4'OF LOOSE 3/4'A66RCGATC 2%e SUB FASCIA 2x6 SUB FASCIA --- \-' _ 0 Fi • B"HONG 1 5)THE M " ALUMINUM DRIP EDGE - -- ^,,. y , ( a y�1 2 • WITH(R 19)THERMAX F INSULATED SHEATHING r Ij INTERIOR = ' ROSEMUND ALUMINUM DRIP EDGE -- " 1 2 1 xS 11 xB P%PRIMED PINE FASCIA - - -- SLOPEDGEILN6 COTTAGE --- --' :' JAMES HARDI CEMENT BOARD SOFFIT ----- / \- -- -- --_ - - { I' _ 1x341 xD PD --_ _.. 1'-4•RAI5ED ...__ --_-...- - .-. CONCRETE FOOTING ----- -. -�� HEEL TRU55 2'x3"KEYWAY CLOSED CELL FOAM PRIMED PINE FASCIA '... DETAILS & 1b"JAMES HAR DI CEMENT --- --._-- _ BOARD SOFFIT y DOUBLE 2x6 TOP PLATE --_-_- _-_ SCHEDULES 1 4 f �'� BOARD AND BATTEN SIDING -"---- ------ _ T/1 b'ZIP SHEATHING,SEAMS TAPED ► P 4'RIGID PERFORATED _-` ^h R ,, - BOARD AND BATTEN 51DIN6 - 2x6 KD SPRUCE W ALL STUDS 1 6'O.G. PCRtMETER DRAINAGE _ T/1 6'ZIP SHEATHING,SEAMS TAPED r_ IN CRUSHED STONE BASE _ - - C r-a 1^ 1.-�' __-- 1R 2X6 KD 3 5 P RU YEAH BOARD INTERIOR FINISH (R 2 GYPSUM WAeL BOARDI INTERIOR FINISH (SEE SPECS) Dete 03/04/15 a - -- - --- DETAIL-FOOTING DETAIL - ROOF RAKE DETAIL- FASCIA TRU55 A400 5 1— -- -- - -----__- __---______.._. --- _ 3/4'- 1'-O" Scale 3/4"-1�-0��I a ROSEMUND ENERGY CRAFTED HOMES Rosemund, LLC 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com �l 12" r - i.I I T.O.PLATE 2ND 1 L -- - 16 101/4'(VERIFY) _-FF No.-- Description Date _ y MA5TER Ko EEwA�R 5� KNMNALL 5'_ _ ^ ----- - - --_ ----- --. _.- --- -_ -..—___ - - - --NC- --- - i e'- FY) - - o MA5TER HALLWAY — - BEDROOhf l _- -- J_I 0 7/4'(VE RIFYJ q BATHROOM O I � _ 2 N FLOOR - ----. - __--2ND_FLOOR — -- - --B'-10 1/4'(VERIFY) i. . - - 6-10 1 14'(VERIFY) j '... TO.PLATE 15T - ;% T.O.P_L_ATE 15T -_-- r� ENTRY K/TGHE - ROOM m - --- -- - 1� 1STFLOOR - 15T FLOOR� _ -- �; ����. � � ROSEMUND 'MA. --uI a,. '- T.O.FOUN T.O.FOUN COTTAGE - MisroR Ae5 CROSS SECTIONS MEGHAN/GALS A S- _ - — d5TORA6E - -- I BA5EMENT_SLAB Ali i - BASEMENT SLAB ' '� r. - - I .O:-O:v� _ Date— ---- -- _.__0--3_-/0 4/1 B O.FOO tN� �I a _BO FO TING A301m 5EGTION D PORGH G 5EGTION G DORMER -__- - _ _ --_ ----- --- - - o - - - D_: 1-/4-- 1,_0„ 1/4"- 1._O.' Scale 1/4°=T-01. 3 ROSEMUND ENERGY CRAFTED HOMES Rosemund, LLC 23 East Hadley Rd Hadley,MAO 1035 rosemundhomes.com I i RIDGE BEAM(SEE - FRAMING PLANS) 12 12 i/ \ 12" 12" - - - 12 TA.PLATE ND L r . Y/'/,Y .> t"" ' T.O.PLATE 2ND t .- �= "" -� - - - 16'-101/4'(VERIFY)K',ar _ _..._ - 16'-10 1/4'(VERIFY) __- 12•• No. Descdptbn Date I - 12" -. " o _ --- --_--- - ' KNEEWA R KNEEWALL5-� 101/4(vEIF ) 15'-1p 1/4"(VERFY) 'b 1INFINISHEZ _ Sim -- SPACE _ , Aaoo 3 --- - -_2ND BEDROOM 2 — 12 12" BEDROOM 3 - ,1y B'-101/4"(VERIFY) _ 2ND - FLOOR 6'8,-tOi/4(VERIFY_) TO.PLATE 1'5T S _ Sim C-p. 5 T.O.PLATE 15T 5/5 RATED � T.O.PLATE GARAGE g p bYPSUMBOARD WALLS _--- - - AND T r CEILING AT 6ARA6E -- - - -- -- 6ARA6E A400; tl✓INCY ROOM --� -- - - 15T PLO°o ROSEMUND TO.FOUN C, - / J T O UN PO - _ COTTAGE 6ARA§E FL R OO _ .. - CROSS SECTIONS & SCHEDULES - -- -- — - FINISHED BASEMENT SLAB_1 7 v7 J ROOM 0- OOT Nb _ - __ T.O. - — 7= i _ �— — - _- Date------ 03/04/15 a �_5.0..FOOTIN6_ A300 a B BONUS/GARAGE 5EGTION A HOU5E __:SECTION -- - - - -- ---- --- --- scale - 1/4"=1�-0"' N ROSEMUND E — -- - - — - - ENERGY CRAFTED HOMES Rosemund, LLC 23 East Hadley Rd Hadley,MA 01035 12' a rosemundhomes.com t2„ - 1 - 51DE ELEVATION ` -- -- - -- - 3/16"- 1._0„ - 12" 12" 9" No. Description Date -_ - ROSEMUND COTTAGE -- _ EXTERIOR ELEVATIONS D D Date 03/04/15' � REAR ELEVATION - A201 66 — 1/4'- 1'-0" m Scale - - - As indicated' ° M _ r ROSEMUND ENERGY CRAFTED HOMES Rosemund, LLC - - F F 23 East Hadley Rd Hadley,MA 01035 rosemundhomes.com N H B B G SIDE ELEVATION 12" 12" No. Description Date , 12 - --- - - \:- i I ARCHITECTURAL SHIN6LE5 t DECORATIVE BEAMS -� L-.._ «a',. - ------L-L - E - y BOARD AND BATTEN 51DIN6 ----- FLOWERBOX - T . ROSEMUND T, COTTAGE A B- "100' . -M F=7 i PL F=7 F=7 EXTERIOR BOARD AND BATTEN SIDIN6 ELEVATIONS �zI F=_1 F=_1 m 0 LIM u� — , -_ — - Date 03/04/15 - _ A200 - - - - - FRONT ELEVATION Scale As indicated ROSEMUND ENERGY CRAFTED HOMES 13'-O' —/ 6'-0 / „'-43/4` 1.43/4 Rosemund, LLC ___ —— —-- -- 23 East Hadley Rd L - Hadley,MA 01035 n300- rosemundhomes.com b BEDROOM 3 BEDROOM 2 f .—. --- 24 O.GeS ——-- —._ ► N „ .B ROOF m _ I f-- -- — \J PRE-ENGINEERED U b A300 N '- '-701/4' 9-3' r 9'-3" T-101/4" — LINE OP WALLS BELOW 's X303 X30" 30 X3071 60"5I-PA55 '1302 \00 . 60'01-PA55 t _ P " SNELf POLE n m m CHASE : — — O' V-0-KNEE W ALl- \ THROOM 2O' m 2 K/ P 304 m n DN -- —� \ µ�j N m -- HEADER ABOVE r �I5ILA C S m .. LINEN O CABINET N W I' Q r/ 111 ALP ALL 93• NALLiNAY i 103 �, UNF/N/5HEV B �4� CN { V SPACE' A301 `— No Description_ -Date o j MASTER THROOM ��_ _\ O / 306,LAVNDRY 9 O`KNEE WALLS O KNEE WALL ((( B /'�� SAL N z tt1 DRYER W A5N ,C 52 / �m 9 HELP 1 POLE _ 701 •: G - .. � � ",-, _ _ ___ — <A111 I s LINE OF WALLS m a MASTER 4'-11 3/4" -- '-- ---- — .3` . - GLQ5ET 3_O•yALL ROSEMUND COTTAGE 5HELP,POLB -- - SECOND FLOOR - PLAN 2ND FLOOR - 1 , 15 2 50. FT. *�SGCZton,z�L,di� 34- - -- -_ - --- FUTURE BONUS -210 50. FT. Date 03/04/15 Al 02 M Scale 1/4" a v J 74 O RoSEMUND b� _ b O �. - -- ENERGY CRAFTED HOMES 'K el A A300% Rosemund, LLC b 23 East Hadley Rd N - VERIPYSizE s \ Hadley, m / _ A300 J FIREPLACE UVIN6 ROOM N < �- VERIFY SIZE NEEDED f DECK - FOR FIREPLACE ABOVE -- BUILT-UP BUILT-UP 36'fUPI gIBSe POST POST B' VERIFY SIZE HALF WALL 108 NEEDED POR HVAG DUCT WORK _"' ib' O' COLUMN 5-0' - 52'half gihee ',. ` � I 1015 C.O. in REP CHASE _ LVL BEAM UPI (SEE FRAMING I fV PLANS) o KITCHEN DN n �CD I GARAGE m - RANbe O t HOOD - --- d 50 POWDER I o o 4'-O' -_ 05 ROOM m ^ 1 N 9 n 50'pocket r N m ,O3': m -- -- No. _ Description Date (SEE FRAM BUILT-UP ._ BUILT-UP 1'-6,/4°' BUILT-UP _--: iNb : P05T ,o4'. POST POST PLANS) -.._ 10'-0'ca. D ' _ LVLHEADER -- LVLBEAHI A3Q1 101. I (SEE PRAMINIS (SEE FRAMINb _ - 1 '�. I PLANS) -- - PLANS) ENTRY b b DlN/NG 10' 2 5/4' - ROOM '; �, 6-4 9 4 6 4 'I � c✓tli"/�1 .mil �: f 1 100 - _ 56'91Ite e I e1 N '. �---- - -- BEADED PINE CEILING T_0. �A .1._0. 10'-0' 22 0' FRON( ! ORGH 1 46-0' RO S E M U N D--- V „ . 1. AND STEPS 10 3 1/2' 1 -1 10 3 1/2' i 7 ' -- (2)6'COLUMNS COTTAGE FIRST FLOOR 1 ST FLOOR- 984 50. FT. PLAN FIRST FLOOR PLA GARA&E - 484 50. FT. 1 — - -- — -—— _— - --1/4 - 1'-O" Date 03/04/15 g A101 N Scale - 1/4"-V-01. c M I ROSEMUND ENERGY CRAFTED HOMES 24' 0" STEP FOUNDATION AS _ I, _ NEEDED FOR$RAVE ----- - �" WrONTiNIJOUS D D V coNCRerewALL RQ$Qmund, LLC <W - 1 6'X e°CONTINUOUS 23 East Hadley Rd p 4 CONCRCTE FOOTN6 Hadley MA 01035 rosemundhomes.com i2,F A -- - --- ------ ---- `..A300 LL W FUTURE --- 1 O'DIAMETER BIC,FOOT _ FOOTING TO 45'BELOn RWHED N N GRADE O 1 O i * LINE OF DECK g< �. ABOVE-VERIFY SIZE '., 4"LALLY GO LUMN ON F A300 CONCRETE F ,—T BUILT-UP T, / __ _.------ POST LVL BEAM 36' ____—__. LVLBEAM ---- -__._ __±. ______ _. ---- ----`- (SEE FRAMIN&PLANS) 501 1 (SEE FRAMIN6 PLANS) ^ DROP FOUNDATION AT DOOR - BEAM POCKET ® � UPI 3 4 LVLBEAM i (SEE -- — Z FRAMIN6 r $< VERIFY 51ZE PLANS) NEEDED FOR b Z HVAG DUCT WORK N m K 502 9 4• IL a•LALLY f No. -_.--Descdpbon Date COLUMN ON - SLAB ON 6RADE • s0"X30'x t 7 A301 - _-- CONCRETE o ''. 13'-91/4' / 10'-23/4' BEAM - BEAMPOCKET _ POCKET S f FRAMING,MECHANICAL-5 SEE RAMNr6 P JNS��— __-- — PLANS) ^ � �—�.' 4•LALLY _- :tP p COLUMN ON Is 5/�l�/T6E 90"X30"X 1 2' 2 &ARA&E DOORS NAT -. CONCRETE _ FOOTING set <3 LL W ^ LIN OF ROSEMUND ABOVE COTTAGE n PORCH ABOVE 10'DIAMETER B FOOT LL 4 FOOTN6 TO 4a•BELOry " 6RADE FOUNDATION (C�� --------EC)�------!--� j PLAN 24 -- --- -- - -- ---- -- - -- -- - - -- -- -- --- -- Date-- ------ -- 03/04/15 -- a — -- - - �_ �-,_FOUNDATION PLAN c --- -__ -___----- - V l OO Scale 1/4"_V-0- �°+ DRAWING LIST SHEET SHEET NAME Ro S E M U N D N _-- T100 TITLE SHEET AND PERSPECTIVES A101 FIRST FLOOR PLAN ENERGY CRAFTED HOMES A102 ySECOND FLOOR PLAN A200 EXTERIOR ELEVATIONS A201 EXTERIOR ELEVATIONS i A300 CROSS S_ECTIONS_&SCHEDULES A301 CROSS SECTIONS - ROS @mUtld, LLC A400 DETAILS&SCHEDULES 23 East Hadley Rd S100 FOUNDATION PLAN Hadley,MA 01035 _ - __- — -.--_ rosemundhomes.com i City of No ampton _- Building D rtment -_- _ -- Ma Street Pla R ow -- 212 Northampto , MA 01060 r -- WAI ZT or _- _ No. Deacdptlon_ Date D'REAR FERSFEGTIVE V REAR FERSFEGTIVE G - - 1 y _ i ROSEMUND - = -- - - __ � _ _ _ - - ---- ----- -__-_--------_�------- COTTAGE � , �. ®, ;�® — -- --- �r���o� TITLE SHEET AND u _ r �� '� ����®; �I�©®� = k �i� , PERSPECTIVES Cam` - - _- 1 Date m FRONT FERSFEGTIVE 5 - FRONT PERSPECTIVE A 03 2--- - - -- -- - - - --- -- , ------ T1 00 cn ROSEMUND,LLC Lot 18- 145 Emerson Way 1ST FLOOR 984 $0.50 $ 492.00 2ND FLOOR 1152 $0.30 $ 345.60 3RD FLOOR $0.20 $ - GARAGE 484 $0.20 $ 96.80 BASEMENT 984 $0.20 $ 196.80 PORCHES 164 $0.20 $ 32.80 DECK $0.20 $ - Total SF Usuable 2136 Total Fee: $1,164.00 1 Emerson 18 current 3/9/2015 2014-11-13 10:59 DPW Central 14135871576 » 14135860520 P 2/3 MUNICI'AL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application, Location: 145 Emerson Way—Lot 18 inquiry Made By: Marie Quill Rosemund LLC 11/12/14 Date of Inquiry: Number of Type of Single Family x Type of Private x Units: t Unit(s): Apart. Comm. Ownership: Condo Multi-family Rental [Ar►nlicaet to fll n�t the ahnvel -- Municipal Water Main in Front of Location? Yes: No:X Existing service to site? Yes:X No: Size of Water Main: 6" Material: Ductile Iron Age: 2010 Approximate Static Street Flow Test Conducted:Yes: No:X Pressure: 60psi If done attach results Size of Service Connection X" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Deportment with a minimum of S working days notification. • rRNutateolmaw'n,!I wr hall confcrcm to Northampton Water Department specifications. rfg Superintendent of Water Dept. Water Entry$ 200 Meter S 100 Radio$ 100 cc: Ncd Huntley,Director Note: If this availability is for a new construction,it must be hand delivered to the Building VO Inspector. -imbl r,drt�irr Permit .vaatc, Applicalioi,`W'atcr Availibilitti,doc 2014-11-13 10:59 DPW Central 14135871576 >> 14135860520 P 3/3 MUNICIPAL uhWER/AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton,MA 01060 587-1570 A Department of Public.Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 145 Emerson Way - Lot 18 Inquiry Made By: Marie Quill Rosernund LLC 413-696-8795 Date of Inquiry: 11/12114 Reason for Request: New Construction to hook into City Sewer Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 Ys deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: _ Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: 2R t l f City Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction this form must be hand delivered to Buildlncf inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. John Hall � Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, $uilding Commissioner J�j� 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 Lehibly Name (Business/Organization/Individual): ROsemund, LLC Address: 23 East Hadley Rd City/State/Zip: Hadley, MA 01035 Phone #: (413) 695-8795 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. 0 1 am a general contractor and I 6. [3 New construction employees(full and/or part-time).* have hired the sub-contractors 2.® I am a sole proprietor or partner- listed on the attached sheet. 7. F-1 Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.) required.] 5. ❑ We are a corporation and its 10.El 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.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 131-1 Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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: Main Street America Assurance Co Policy#or Self-ins. Lic. #: MPF659979 Expiration Date: 5/26/2015 Job site Address: 145 Emerson Way City/State/Zip: Florence, MA 01062 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 of perjury that the information provided above is true and correct. Signature: _"�Y� b n�.a ?) Uolki Date: Phone#• \ � 11�. 1� 1'r 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#: N 0 '36" W 94.54' 342 �N M O ,344 OD � 00 24' N w 19.6' � 22' Proposed - LO LO \Dwelling\ a rn Cn `#145 \22' 19.6' can 19.6' 14' _ 0 Q icnporch � --------WA SS j 4j N N IySS 346 R= S 0 '04'43 W 49.25' L=32 . 81 ' EMERSON WAY �N OF LOT 18 PROPOSED IMPROVEMENT LOCATION PLAN RANDALL emu+ E. IZER 4 NORTHAMPTON, MASSACHUSETTS #35032 PREPARED FOR `1 su R ROSEMUND, LLC V� SCALE: 1"=30' MARCH 4, 2015 HAROLD L. EATON AND ASSOCIATES, INC. REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET — HADLEY — MASSACHUSETTS Aw- 1 � 1+.243 s.f. . 10,361 S.f. 12,461 s.f. _ r 'r I I. 9.2` ` _..___—.._—.,--- \ \ I EMERSON WAY I Emerson Way, LLC #145 (Lot t 8) Emerson i^Jai 07/2912013 SP_j 8 150 Main Street, Suite 310 Emerson Way. Northampton, tAA ill : �Q, 1 Northampton, MA 01060 4. SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: JL X ' l U�J License Number A c, vin A (c)3 S e 9 a,9 -1 Address Expiration Date Signatu rili_) 'releptiblie 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone 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 buil ng 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 buildine permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[[I Brief Description of Propos d Work: �11 Q Sl 4C.1CL .I a-c a r- c,4 r"ca Q P -('.rc,'t C)'-L.V 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 V11, Two Family Other b. Number of rooms in each family unit: (0 Number of Bathrooms c. Is there a garage attached? , C s "a�,Z a y"k q8, d. Proposed Square footage of new construction. Dimensions GaVzlr Xt' X AA, e. Number of stories? A ` f. Method of heating?( 1110+,rck A Lkeck h a Fireplaces or Woodstoves Number of each 10.5 g. Energy Conservation Compliance. l kc e� 1_k �y .v,c. Masscheck Energy Compliance form attached? h. Type of construction \,N oc,ck i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes—d",No j. Depth of basement or cellar floor below finished grade (o 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 I, , 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 uM kAnA U. i as Owner/Authorized Agent hereq declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Namm— _1o� � ^ 1C� - 1 Signature o wner/Agen 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 t 1 ';lo-A 3 Frontage 'd Setbacks Front Side L: R: t L: R: Rear 5' Building Height Bldg. Square Footage 1 -� % Open Space Footage % (Lot area minus bldg&paved 9 7 parking) #of Parking Spaces 14 Fill: volume&Location A. Has a Spe al Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW ® YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DONT KNOW ® YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO & DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained ® , Date Issued: C. Do any signs exist on the property? YES ® NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO G( IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, exapation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Department use only ty of Northampton Status of Permit: L ll ilding Department Curb Cut/Driveway Permit 12 Main Street Sewer/Septic Availability Room 100 WaterMell Availability rth mpton, MA 01060 Two Sets of Structural Plans -1240 Fax 413-587-1272 Plot/Site Plans goo r% on,hAA01060 Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address. This section to be completed by office Map Lot Unit Vvi rS G VN w C'� Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Cu ent Mailing Address: t 2j� (.Ott� x--I e TTe ephone Signature 2.2 Authorized Acient: rr I 54 Vin Name(Print) Current Mailing Address: N133 �r5 - �rg Signature Telepho e SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building ` 0 O 0 (a) Building Permit Fee 2. Electrical b (b) Estimated Total Cost of v o Cj Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection G O o 6. Total=0 +2+3+4+5) O 0 0 Check Number 010 U This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building CommissionerlInspector of Buildings Date File#BP-2015-0851 'd N ©'L l APPLICANT/CONTACT PERSON GREGORY QUILL f ADDRESS/PHONE 23 E HADLEY RD HADLEY01035 (413)695-4195 PROPERTY LOCATION 145 EMERSON WAY MAP 36 PARCEL 366 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid xrld Typeof Construction:_CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105857 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF,0104ATION 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 i ' n elay / — Sign e of Bui ding O cial 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. 145 EMERSON WAY BP-2015-0851 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-366 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) o :New Single Family Categ- ry � y House BUILDING PERMIT Permit# BP-2015-0851 Project# JS-2015-001653 Est. Cost: $231000.00 Fee: $1164.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): 11238.48 Owner: ROSEMUND LLC Zoning-:.- Applicant: GREGORY QUILL AT. 145 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON:41712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH WATT GARAGE/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 Sig-nature: FeeType• Date Paid: Amount: Building 4/7/2015 0:00:00 $1164.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner