Loading...
36-363 30. Ignition barriers in place before final.780 CMR R316. 31. 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%2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 32. 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. 33. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 35. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 36. 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. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 37. Closets beneath stair which have doors must be drywalled with%2".780 CMR R302.7 38. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm,excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller anorthamptonma.gov Thank you for your cooperation on these matters. ( X//' Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. NOT PNEUMATIC NAILS 15. 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. 16. 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 17. 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 18. 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 19. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 15t 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 20. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8'A", 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'A" 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. 21. 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. 22. 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. 23. 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 24. 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 25. Dryer duct transition is limited to 8'of aluminum flex,must be exposed, and the proper UL listing.780 CMR M1502.4.3 26. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 27. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 28. 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 29. 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. City of Northampton __ks �y� Massachusetts �- { w * t °V DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street it Municipal Building �.. t,.. Northampton, MA 01060 'sly'', °A." INSPECTOR Gregory Quill August 2, 2013 23 East Hadley Road Hadley, MA 01035 Subject Location: 123 Emerson Way Lot#14 Map Block: 36-363 Mr. Quill, Your plans dated 8-02-13 have been approved as drawn and per this memo.These items which will need to be accomplished as the project moves forward; 1. Tempered window at the stair landing. 2. Stamped engineering for roof truss details. 3. HERS initial and final reports. 4. Lateral attachment is required for each deck per section 502.2.2.3 (state is pushing these) 5. Attachment detail for the deck at the bay window. 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 a substitute for purchasing and reading the MA codes. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be 1/2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing.780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 9. 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. 10. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/31d 780 CMR R802.3.1 11. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 12. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 13. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 14. 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. CO P x Q A X w C o O Al � A O 0 1 X > .n1 0 Z x 7— . v 0 x m C -4x 0 v N N r N I 0 0 T A yN x1 fn -I.4 Z D Fc N _ v N N 0 A r 0 o O D ` z b O CN � m C N A O 0 to 1.3 Ii tn D 4 D(. z 0 - 0 v U 0 Q 0 r�r A O 0 A r3 rn O A rn A A i <N OX p N N 550 4'—� O i rn Ils_—� Z . NZ N mE v Z. X I- 4' rr / �O rn 1/ ` o N A'0 'POtlUdA �I'U.'‘ 1 -r v w r A y il"!1 r" I.] v At r ernr v II„I < Z)* 1171 .>1..<4-41 1 m Ov - N D 9 M CAN u X11_ .In r1._ ... . zCs 0 0,/, m II v® .=in ,... 6 + 1 x , ii:: -,,, lii 11,1 z N A N O S Z✓ A v -I < 'AB. / O A A in � � O rn N 1 Into a= O I� A <w C rn N 4_ X T ' a C' ■ KNEE 4YVA- �;n . A O o x ? I' # to U O_ N X x rn � � : N Z 0 S O� �rn ki - Z X D O O N N O O X o rn N v \ Z iz x Z0 � Z x 1 i' 0 � C O O y ti'-- A i d -. n . rn I Z N III N A o v -a v i--3 D x� o za x o z A N ° A N A -0A -1 a 0 xo °' 0 C o A xo a 7C T� s-' -, z a 41 AA p rn O O 0 � 0 m <y o -1 D 0 Aj < 54' 22'- 6'-10" 5-4" =< 19'-10" F-------- -14'-10" —5• r 1 1 1 =1 I ti r__,, u ... . 0 n rn 3 .9 L_ Kt - - --- A --, 1 if,' I I o 6•_5" 5• s< 19._2.. r I- I _ C‘ I I O = = v Am 1_ I A z -0 O ils N _ A-/ ti N Z 1 �.Q ❑ d3❑ 1 S _ 6. I m•L 1- z----� --,/ i- -, i, r--.. r , - -I I@ I I I Irk 6. 1_ 0 I ,n I z 6u J °° I m w• N D r. I tzt Z c �zj 1 d 0 1 0* v I D CQ O a p0 O I 02 t DN O 0'a A I �® oz° o Ie; Ozm 3 —c 1, t1 0mcm 0 Im _ O O IOA�rn pz 1 0 m;A-0 Sp >V I--<-4— _ L z r'z D V m an I I 6'-4'. - ---- ----_-- 40.4,..----..._ .__ 54' ------ I to A1 A1- 0 � �O °C-> A > >C -1z Z Z Z r z v -a r11❑ {❑ (i r- <—_ — 41' to z o'G' <---- lb' ---< ›.-v- b-11"-----, 'T-1" ,- to a Iv: 2'-8" ----4'8" 2' ril > 2::AH 2O3S 2/33LSC. 253LC = • -. i'''' ■-1 I■1 ■■••••••■""i A U i ..,.. --4-,-- / IP 6 53n131.15 AO. 1 0 > :: 15'-5" in X 6-21 -3 I I a ! .- b• )- = I 44 --i A i :8 1 00■144, 2668 215 2668 ".7'• ::'1111 ® ink .T,fa s -Q- . r, r 1 0: 11 _ -.e.. :1 H<A21, Fp' 1:•• 4'------- i— I 7 . ..... IA \ •! 2465\ VD 7 , . er• io " 2456 \E 330?.. 0: v V : El • V • 1 .........1 MEM- --I ' __L ._ , 7,4 261H 3'-2' I Y-4"•-•- ----6-10" T 13-10" -, 41' ki p•is --11 •-ii di iffi "A 1- 0 r- 0 01 --i Z. I 2 =,- -. - -a rn z r\ 0 -a -.- 0> , > -tt•-4 Ill -=, 1• -?( P., 2 Z CA 1- Z z -<°,11 , ,c,), x us), rn > ','"in 3 z c z a -a r > I- O 0 rn Lo j 1 54' ..- 22' --,-h-- 6-5" i6.--r -b'----L, >h 4' 4' -, T P. : 1■■■• , !1111111.11 1 ' MI .,.0 i .., 23' / IC--,-, i I 0 0 , C RI u, -1 3 o c m rn C' ® 1 o RI .-1 rn 0 a. Ill CS, F-- - ---n z 0 0 a >73 P 1 o 111 I A' 28365G • li■i III, 7c U 0 28865G 28365G I== 8 $ N 6-5"et Filiii.,.. ■ ,,,E4A,. i, .? --- 0 _ • ' lif. K., I 4, 1 26. 1 04 4' t..-; 0 ■ , 1 IOU ---- 14.- 1 3- ---->f- ! 0 \ 1 ,_.. -t • . , IRE 1 N . 4036PT I "411. C■. N. II . ii . ! \?1,_ 1,3 i 0 a a: rn m 4:, 0 N 4,0 0 F - i - i 7 111 (3._4 I I , 4068 i 0 1 70 T.1-)u, ,k"--ri t.T1 c i —I I II , — 1 . o- 0 -I : 0 I a -i 1 I s• a 8 1 1.5 0 —± .13 3■Y4...,... -... r: I, 1 K-2 • 1 `G 4,4 x ,-, in 11 ‘n. -----6-2" ,-- "t' ›. --,t .,-- 13'1" ] Al Ft r s2A1a1-1W4Clq 2uaq u!lung swot:m.46aq —\ 1 ' -'- . ,----- _ _ - ...=,'"'l _ I 2828FX 2828FX --k ' 4' 284 282 FX 282 FX Y-6"- - 6'43"—*-5-4"-,--h-- 1 6-11" 1Z 9" 3 .-10"-.,.,.- 134" 2T-6" > . '41 .- --- 54' 3- --1--. 1... -n 'A 0 0 A-.1--- r-- As n-0 m —! —i Z RI m 13 'rl m I- 12?1ca - - > -( nn 'in zul- z 9,'u t p, e) I w C z z, , -,, ,- ).. r- 0 0 rn KJ 1111111111 -,-, Num,-, -77::::: ''■'ill I!Hid, I '---!". 1 ,Ill IrnrIff 11111111111111 'I 1 747-"11.111 11 p 1 1•7111r. 01110,1,11,, , i ,.._„,, 1- 11 ,. .- ,----- , ,, ,, E1) '.1, ' 1111 '' r_. •_.:,.,,„,..,..,„1:,,::.,,,,;,...,,,,,,,, ,,,,,=,, ,,,T,,,,,,,,,,,„„„„,,,,, I.I. = 1 1' .7 'H0.11111,4, I. "I 1111 ' . . IIIIth::.111 it 11. , ...11Wil 1 •11 111111 1 1 c 1 rilli,;!`prril I I'up, !" ., ..ifi., HI; '11;p hill - 1,---: , - ,IIII/AIIIII H 1 111,41111111 1. 1 1 11 I 1 i'll i'1,11h, lir4S,...1,1,1,1! !! l'i" 1 1,, !,, Iiiiii100: 1111110ciii:iwily, 1 ; , I, I II', I 111 1 ill 4, - •i: ll''1,1114 i 1 H I ,, , 0.11.1 HI : i I HIJH :, :h0,111.111:11 !! 0 '1H rl 1111 :1 1 I ! , I, 11 I Pillik d i ---- - 11 11 11 0 1 1 't 11 ' i t 1 ; MD 111111 ; : 1- t1 ' \ 1 • ,,,:, , 0 1 0 0 LB 1 ,, .':, 1 1 "„ • 11 ; 1,1 , 1: :,' ' ;i1 , , ,,, HI ] 11111!,11 111; 1 : , , , . --- 1, : ':, 2'1'1' ' :1 -,.............. 1 IiilHil ' , ' ' ' : 111111 , 11 , , , ,INN,.. , , ___,---; , , ; ; im.. ; H 111 ; : ,,, 1 , , :, ; , : 0111 , Ili, , , 1 .; 11111 ,1; = 1 1 1 111 11 -1-1- 'it ' , , , ,,,, , :, , , 1,', i,51. u, ', 1[am-oil ' Hi 1 ■ ' il ..1 : I... : , - ;- 11 , , , 11 I Li LI , ' 1 --, , 1,, ' , ,1 ,-,.. ,,, , 1, ,,,,, 11 ,'1111TH :I ' ' ', II' ' , , e ,r,,1 ,, , 11 y, " 1 • 1, il,',11,11111 r 1 1, 1,„ H1111111Lii,t4 , , l' , : 1± Ell ' li ', s 111 -.• 1 , I logs ' , • ,H11111100 F'' I' 'I i 1 IN. 1 , H . 1 ' , , i",r-ii ' , -1 1 p. , ''''_ 1 1111 1 1 '1 1 1111 111 1 11 1 1 1 1 , ' • • , ' ,•. , ; ,.,: 1 - MEM 1 1 • i 1 ''•,'I,',',1 11111 , 1 : 1 1 , ____( -11,„1,„,„„1„„,T,11 . . _ , __ , _.„ _177, 1„14,,- 1.?....„1:::„„,. 1 „ „ r_. • „ , •,, ...........•.. .„ :•,, ma. _,,-„,,,_,i-]...,_ i I ' 'I-I -11111111111 ''r''''i i .li'..',II r[U,J ''' ' 0-7- ' 1. .1 1 li I ' , • I ,j1,11' I , ' ' ■,;" A A 1 , , Ill tid-1,1111,,I , ', , ,1 1 l 'I-1.1', ,.:1-■;, .%+ ■,, 1 [ , II '114:11-,,,' W , I I ' ', II l H : : I I ''1,14 ill., • , ' I il'n'I ' 1 ' ' 1 ' ■ figgliMMI0 144 1,,,y1 ii i, ,,,, , till'.1Si'i'; 111111141 ., ... \ , , 1 , „, A II 1-,111i 1 1 r [ III ', , , I HI ' [ ' ' '[ H i t I i'Lt„-,.:,;,;:,:,:t1.1111111m , ' 1 ii' 1 ' 111[111'1 1110 cl. k,.. _ H1 1, I 111 '1 , I ,ha-, 111110110Kil1 : 1 : 1 ,1 ,,, 1 ';;,1 1 : sail; ,t14;:ii 111\‘‘ < ,," ' ;;11,1;1 I 1111,Er; I 1''':1 ' ':'I :1 : 1 , : ': '., 11 I ' ' 4:111111,1:'4F,11,1 , . :, :, ,,, ,„1„, , : , ,,,,,,,,,,,,„1„,„,„„ ,.) , ,,, ,,,,,,„, ,,,,!, . I,111, 1, , I1,1. ...._.li , ,,1. . :1, i.-.. :, :: 1, I :A:ii.,14 14 ' ' ' ' ... :,1 1 1 ":„,11,1,1c, ,, , i „I l' , '1, 'hill,' z 1- :111 H : 1.111W W'il, j 11 4,011...1,1 , I 7,--.1 ---.1 ' iv • b Vo, P , ;3 -':-.'" 1 .1; ,, , , , ,, , , ,, , ,,,'„Iii,, i• ,,,,ild •', •,:h1d 1 ' , '1, ',,,,-1-41:1,04 0-‘,0 xi in d ' HI I', ■, '' , 'Ill ,' . , l'H flrlb.r 1 -I-i M ril czi = il'i[ '11'11'It 0 G•CI 1 11 : I ', 1' '1 " ' 'I 'I.ni " Olrli11110 1 l'-CL P1 ..."..... z o, z A (..) N HAI X LP> 171 1,,,..3!IL z c z -13 r ...I > r cs cN rn 2ND FLOOR FRAMING PLAN -,-- ----&- . : -7- l'' ____. — , .. -1,— ",'(— 1 ,i-- , sl. ,._ P . ,. —t ____ ____-=. I J , _,. ., 4--- -_____ 1 '_- ---- -r ,7 • -.- - :--- . .. . .. - • . __ .. . . „ . . .. ... 1 . . ., .. ,..; . ___ _____ • i .L. ,....- _ i _ ___ ._ , _ _ .. ___ 111 i i . _ , 1-- 111 _ .- --- 4-- 1- ______ P . ----IN ----- .1_ - ' :_,f kl- - -1•5 _ -- i i t H , , , 1 L .11 ,,. _______ ,: - , A , 1 11 ,1 0 A - ' •:- [ -- - . -• _, - ( _ • -- ',,.-.. E-', 7, •---, x x x ,,- „---, ,i i I 1 •,`," IF 11 -r -'.. I il II I 1 , II 1 . 1 I I II II 1 1 li ••'='- 7• I ', , 11 1 1 -'- ,I F° 11 • • III', ' I ' 1 11 , 1 1 I III 11 1 II II 1 , , 11 11 1 I 1 11 1 i 11 I hi 1 ' 1 1 II 1 1 1 1 I 11 1 1 r-r rrrr, 1 i .r rr I r I 1 11 '11 ,-"`,..._1 - II ri 11 l' II , , I '.. 1 1 l■ 1 I 11 1 I II I I I I I , I I II I-■ , II II I I I II X I 1 I II I , :I I II I I II il 1 1 11 I I' I I 1 I il I 1 Ii 1 r-1 11 1 1 I 1 1 11 1 r 1 11 11-" .'1• 1 11 1- 11 1 1r 1 1 1 1 11 11 1 11 11 1 r 1 1 ' 11 1 1 1 11 1 1 1 III 1 11 1 1 II 11 11 1 11 1 1 1 11 1 III -11 -1 1 1 1 -1-1 1j11 11 -1 0 1 -1 1--- Cr) I-] • ' - ' , hil L-I 0 0- 7:J 1-1-] -..•., - - 7j ■ ' - > X 1---1 - , Q"...........?) _ . . . . _ _ LH • W 0 g. — ai I— °'' = (ID o CD W 3 Cl) S of (0 = ' CO .4' m'. Doll v '4.! 41-00-00 fD , Wj t N m 0 l w CO oz o , O0; o 33-08-00 — �9 ,,- co- o p O • -r".,2 0 0 10a < �I m X 3-1 -04 4-08-04 co cn c v • N Cm m o© e a o o o o-e o a o 9 Zl 0' Go p \ o H C N o £ r = O o b t - 0 r CO G m o - r' O p p co 73 v X m CO CD O m- = 4 co .� 1 (p 0 o o oo 0 o 2-10-04 o 5 b w CO 33-08-00 0 cx� O co 0 G.) 37-04-00 I ' I - - - - QI o` O O o IT.his non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or m z £ m implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole.The truss installer shall follow all 3 3 CSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied MOP'. fit O, m'm 3 m to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent x;mI ir Z Loll m ,bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, 'll = m,m including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to g 3 �I p m the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific Mi�C _1 *I C k,m o ;specifications unless clearly defined otherwise in writing by TEC. X;4 P.3 o { c of I �- O this placement plan is Truss Engineering Corporetion'sINTEflPRE7ATlON of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible Z I,for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC >< . 'rymmediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering mI Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or ml altered in any way without first contacting TEC and receiving engineering documents allowing such. 1 DI vl 7 m °6-1 la r s 5• CD a'' CD N v It. CD ='' • DO b, CD-P >' cu _ a) a 54-00-00 I W a',, N '" o ZI II _. o' 22-00-00 22-00-00 8-00-00 o N _ F o ID I -__ - iN_ N N N N__N ts_N N - _ L.___.... I ,�_-_._. N C I, t O @ O O c] Q Q O 0-t� 0Koo- o < 1'O O 1 0 '01 0 O 6O1 O�O 1 1 !- fD .(l i 0 0 0 0 0 0 00 0 0 co = Q m g T17 M1 c0 ! = a) m °o (a r 1 5• m 2-0 Q;=00 N �o i 1�. Cn Ut r o --a --.1 I • W = 1 1 a O \ IN = N , ..... 0 ' o --- r o 0 7 co lD o 0 I w 7- N 0 C) N �a Io Q o g 0 o O p o z to < U71 tD O m-1 S= 1_, 0-1 w11 N =O (Q coI- o (D i O 1 CA.) 7-00-00 ' 6-00-00 41-00-00 54-00-00 1 11 1 ' ! ' I 1 1 I o I o 0 O o This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or a I z d m Z implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole.The truss installer shall follow all y,,, 0 31 DJ z 5 SCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied OI 3i m 5,m ilto trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent �� 731 f71,1,t Z m ail-bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, _ � m 8 N O ncluding but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to Z'1 0 m the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific � 7,1 O m , specifications unless clearly defined otherwise in writing by TEC. ,..8 < i SIC 8 F`, `� O 8 This placement plan is Truss Engineering Corporation'sINTERPRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible �•" a ! Z for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC z A immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering OCR' cnI I'', Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or r 3.,n. , 'altered in any way without first contacting TEC and receiving engineering documents allowing such. C z t **„Iii. ,'''' 0.4.11Vv*****61C,4,..*ro.,.. r*..° i -- D ml`` (nl r 0. ' i 11 F 3 � ,r c f s1rR s , ^ s � " - ti N 1 • ° '? ,s r. € N1- � i - - 4 - s i "aca�, -4:- , ��. { :: * / t 1 7 _.„.. ,11:...,___-1 -....,, :.,,,.;t,.,,,,,,,,,\,,,,,,. ly+goilb, t ,.• ;,; 0\ Imo,--- r ', >"' A F Iii :t 4 r r ''i '*,, .� far $,'t4 '*' ; � # smonni. .-....„,..,-.?;:ti!i:- , 1--;:*i.V*,.-y.;304:3k:;,::\7 ; X --**,' :?4,147*-!44:1A:,...s,.--V"'::::X 11 ".`Vi'''`,11:' n ` MEM imowil S. ? .Y` . Ylb -#A-1,,,.. ,-.40., #1,..,,,,, .1„,,,,,,,,,, —I ilimmut 'may, 11�1�4 z9' , M 1 '',L'7-:Zlitr:431"1.0"'., "APhi,cn.1191 �. r3 rf r anliur tit r .-2 A r 5 Q1 m 'ci5fhis non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or jg g■� re Z % a 'implied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all COIN. Z fn m aol` gIsCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied ;Chid • i j OI m 3 n,14o trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent 1 "1 Z ml m „bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, F I= m 00 �'' including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres td 2 Om I> ZI O r- --1 m he'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific t,.,q . 'i{ -o * O i o., specifications unless clearly defined otherwise in writing by TEC. '.., w` `���"- -�$ O o', I his placement plan is Truss Engineering Corporation'sINTERVRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible Oa ��� r I�l ? for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC •�L-'' A ! j immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering 1 I ;I (Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or 3 1 1, ,I Altered in any way without first contacting TEC and receiving engineering documents allowing such. of j D i Z CONTRACTOR QUOTE PRINTED ON: 04/01/13 PAGE 1 • QUOTE # QB1303001 _` f DATE QUOTED:04/01/13 ` l.l__ _I_a 181 GOODWIN ST VALID UNTIL: 04/29/13 ENGINEERING p0 BOX 51027 CORPORATION Job: NICOLL-MYRON / ROSEMUND LLC. ; . ,,,� , ) INDIAN ORCHARD, MA 01151 GREG QUILL MANUFACTURERS OF ROOF& FLOOR TRUSSES EMERSON WAY Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:r.k. Miles, Inc. 24 West St. Requested By: ANDY CLOGSTON 24 West Hatfield, MA 01088 Attn:ANDY CLOGSTON Quoted By: Brian Tetreault Phone:(413) 247-8300 LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. _ ROOF TRUSS SPACING 24.0 IN.O.C.(TYP.) LAYOUTBRT 03/29/13 ROOF TRUSSES INFORMATION 50.0,10.0,0.0,10.0 1.15 PROFILE QTY1 PITCH TYPE BASE I 0/A I LUMBER OVRHG/CANT I I SHIPPING I UNIT PLY TOP � BOT TRUSS ID SPAN SPAN TOP BOT LEFT I RIGHT HEIGHT WEIGHT 0 00, MoMpitch 1 12-00-00 12-00-00 2 X 412 X 41.01 00 00 07-00-09 48 p 1 f 1 i 6.201, I --- 1 I Mono Itch � ! � I 07-00-09 54 I� 0.00 M1GE 12-00-00 12-00-00 2 X Oil 2 X 4 Special Truss 9.00 S3 01 00 00 1 01 00 00 12-09-00 153 30 00-00 30-00 00 300000 300000 41 151 2 9.00' 2X4i2X4 SPECIAL 12-09 00 2 9.00 9.00 S3A — - 01-00 00 S3ASGE 30-00-00 30-00-00 �2 X 4 2 X 4 1_ 12-09-00 190 . GABLE 1 900 9 00 GABLE 12-09-00 191 1 9.001 9.00 S3SGE 30-00-00 30-00-00 2 X 412 X 4 01-00-00101-00-00 Common Truss! 24-00 00 24-00-00 ;2 X 41 2 X 4101-00 00 01-00-00 07-00 09 85 1 . ___ . 7 6.20 0.00 �- �01-00 00 01-00-00 1 �/1 1A Common Truss 1 6.20 0 00: T1GE ' 24-00-00 24-00-00 2 X 4'2 X 4 07-00-09 102 COMMON 1 . 01-00-00 01-00-00 I 08-09-00 138 - ► t .d���h: I' 2 6.20` 0 00 T2 30-00-00 30-00-00 �2 X 4 2 4 I 01-00-00 179 16 6.20. _ GABLE 0.00' T2SGE 30-00-00 30-00-00 2 X 4 2 X 411 - 1 08-09-00 01-00-00 ITEMS QTY ITEM I CATEGORY LENGTH INOTES I / 1 FT-IN-16 4 HUS26 , Std Roof Hangers 11-PLY HEAVY DUTY-1950#IN 2x6/2695#IN 2x8 Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities in the Design of Metal Plate I ' Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. SUB-TOTAL This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No !. responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of - ----- ---_-_-- - -_-- -- -___-- ---_--- --_-- TEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall WIDE LOAD be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions. The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations,construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and I permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss ------ -- l -- shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing,lateral web bracing,and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date:_- PO#: Requested Delivery Date: MUNICIPAL SEWER!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: Lot#14—123 Emerson Way Inquiry Made By: RoseMund Energy Crafted Homes—Marie Quill (ocif b"g'nJr.., Date of Inquiry: 07/18/13 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5 IA 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: #? \IlrFI j c Note: If this availibility Is for new construction,this form must be hand delivered to Building 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. a-,kit' ) /160 John Hall Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner ♦' 0► MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: Lot#14—123 Emerson Way Inquiry Made By: RoseMund Energy Crafted Homes Marie Quill(413)695-8795 Date of Inquiry: 7/18/13 Number of Type of Single Family X Type of Private X Units: 1 Unit(s): Apart. Comm Ownership: Condo Multi-family Rental (Annlicant to fill qpt the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 6" Material: Ductile Iron Age: 2003 Approximate Static Street Flow Test Conducted:Yes: No: X Pressure: 65 psi If done attach results Size of Service Connection 1" 3itss Suggested Meter Size: 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 Department with a minimum of 5 working days notification. • • I wor shall confo to • orth.4 pton Water Department specifications. David W. Sparks, Superintendent of Water Dept. Water Entry 8200.00 Meter$150.00 Radio$100.00 cc. Ned Huntley,Director cc: Louis Hasbrouck,Building Commissioner Note:If this availability is for a new construction,it must be hand delivered to the Building Inspector. • srrbl a:imin Water.A iaPlicat€on+L4'ater 4066".616 334 _. 336 N 10'13'15" W N 10'01'34., E 74.61' � \ 12.35 338 _ _ N cn —\ co\ co co 01 N 2 proposed 340 — . -- -v dwelling �. m --I,-- #123 27.3' ' N O .0' O to porch 1 4' 342 _ . * . 4. — ,1 D r• - - -� ai 0 � � -- o0 344 � � , L S 00 4'43" $5.17 EMERSON WAY �� � ,� LOT 14 q�y PROPOSED IMPROVEMENT LOCATION PLAN RANDALL N\ E. NORTHAMPTON, MASSACHUSETTS v IZER y #35032 9 PREPARED FOR �9ti % o1- „ROSEMUND, LLC �_/ SCALE: 1"=30' JULY 18, 2013 .-ReinklAit HAROLD L. EATON AND ASSOCIATES, INC. 11. _ REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET — HADLEY — MASSACHUSETTS ROSEMUND,LLC MYRON-NICOLL RESIDENCE 123 EMERSON WAY-LOT#14 1ST FLOOR 1128 $0.50 $ 564.00 2ND FLOOR 1216 $0.30 $ 364.80 3RD FLOOR 0 $0.20 $ - GARAGE 528 $0.20 $ 105.60 BASEMENT 1128 $0.20 $ 225.60 PORCHES 118 $0.20 $ 23.60 SIDE DECK 275 $0.20 $ 55.00 Total SF Usuable 2344 Total Fee: $ 1,338.60 1 Nicoll-Myron Estimate 052513 7/16/2013 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations .i.7 600 Washington Street F Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly 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. ❑ 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 8. ❑ Demolition working for me in any capacity. employees and have workers' g y p 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.n Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.n Roof repairs insurance required.] c. 152, §1(4), and we have no employees. [No workers' 13.D Other comp. insurance required.] *Any applicant that checks box#1 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:_ 5/26/2014 Job Site Address: Lot 14 - 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: `"W\ Q 1,�.� Date: Phone#: A\ CO 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: ` Not Applicable ❑ Name of License Holder: A Q U\ \ (4 c-A o c- License Number 2—� L k-kckA,eLl tflt Vkur,`4� \fv\A o 1o3.c OL{ ��5� c Address Expiration D to (:)AktI\ t (nti ickS- Signature Te phone 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 affidavi must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildi permit. Signed Affidavit Attached Yes No ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he,/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors D Accessory Bldg. El Demolition ❑ New Signs [0] Decks [Il Siding[O] Other[0] Brief Description of Proposed t` iG �_ Work: -new c_ov,`,')-it -ti�� `i��c,�Q Fqr��') wi�� 3 &LI �y� ` s, cox (.:1- OU\ Alteration of existing bedroom Yes No Adding new bedroom Yes No G e c..k, 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 V Two Family Other^ b. Number of rooms in each family unit: 1 Number of Bathrooms a. . c. Is there a garage attached? 'I- d. Proposed Square footage of new construction.. ..)-3`'t t-1( Dimensions 4 ).. ' X ' e. Number of stories? / f. Method of heating?y)„-.4\,(‘,\ cl kS N\k)'is Fireplaces or Woodstoves C-,C-L< Number of each i g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction WOOS- X(o / I. Is construction within 100 ft. of wetlands? Yes ✓ No. Is construction within 100 yr.Lfloodplain Yes V7No j. Depth of basement or cellar floor below finished grade V u r\Ol/b(. Q.. W C�K U�-` k. Will building conform to the Building and Zoning regulations? \/ Yes No. I. Septic Tank City Sewer I Private well City water Supply ✓ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, --SP (f G V\ t_C of t , as Owner of the subject property hereby,a uthorize 'C-QS(,?try‘V,Vla t---1--C--, to act oh my behalf, in all tters r ve to work authorized by this building permit application. r�_ _ _i igna e of Owner Date I f C,Nre‘W\X. L.u..- , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. C�rQ5 C� v.\ Print Name Ca ' I q . 1 I --,,, - ‘ Signature of Owner/A nt 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 Ct,C2—I Sf Frontage 5 ,\n \c Setbacks Front a C. Side L: R: L: '),q I R: 1 S ' Rear 3 Building Height D--)' Bldg.Square Footage % ?13 Open Space Footage % "`rq 4ry y (Lot area minus bldg&paved ( D parking) o LA #of Parking Spaces Fill: _ (volume&Location) A. Has a Sp ial Permit/Variance/Finding ever been issued for/on the site? NO ( DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was t permit recorded at the Registry of Deeds? NO DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES Q NO Of IF YES, describe size, type and location: ccD. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, ex vation, 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 RECEIVED City of Northampton Status of Permit: building Department Curb Cut/Driveway Permit JUL 19 Z013 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans DEPT. INSPEC S� NORTHAMPT OF BUILDIN 41-.3-587-1240 TIQ!3-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Z� C y-\F r5 oV\ W cxkl — Lot \L-1 Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: T•Gw, Vvl0a w, rt � SS �L� ■w1 v IPU r� �S �. vaAt i(1oir+kav\g4-c, Name(Pri t) Current ilin A Idre s: _ J _ Telephone i �, ` ignature 2.2 Authorized Agent: Ko-sevv,\Av , LL ki0.3A-e ,\AcA-pk\ -A Name(Print) a Current Mailing Address: 0'103 s G? (9 3) (9c -Lk\cc Signature Telephone /sr Ct C„.1( et SECTION 3-ESTIMATED CONSTRUCTION COSTS � Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building -1 S b 00 (a)Building Permit Fee l 2. Electrical S 0 o U (b) Estimated Total Cost of Construction from(6) 3. Plumbing U © C.) Building Permit Fee r 4. Mechanical(HVAC) 5. Fire Protection I S, o 6 o 3g 6. Total=(1 +2+3+4+5) �j t),0 *a/V/ 0 0 0 Check Number / 1) to This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date v (( 11'I File#BP-2014-0068 'nµ APPLICANT/CONTACT PERSON GREGORY QUILL ADDRESS/PHONE 23 E HADLEY RD HADLEY (413)695-4195 -c9 PROPERTY LOCATION 123 EMERSON WAY MAP 36 PARCEL 363 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid _ Building Permit Filled out 099 %I / #�, 1 A 1490 Fee Paid P' J Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH/DECK 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 FO ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission - Permit DPW Storm Water Management emolition Delay Signature of Cuildin_ 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. 123 EMERSON WAY BP-2014-0068 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-363 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2014-0068 Project# JS-2014-000149 Est.Cost: $320000.00 Fee: $1338.60 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): 9670.32 Owner: MYRON TOM&JESSICA NICOLL Zoning: Applicant: GREGORY QUILL AT: 123 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON:8/5/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH/DECK POST THIS CARD SO IT IS VISIBLE FROM THE STREET, Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 8/5/2013 0:00:00 $1338.60 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner