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36-360 b. 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 c. 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 13. 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, 4 3/8" on balustrade, 6" in the triangle. Graspable rail 1 1/4" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780 CMR R311.7. 14. 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. See 780 CMR R312.1. 15. Educate the plumber and electrician about maximum notch and hole sizes, and placement. See 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge, In interior non- bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, in bearing walls if more than 50% of a plate is cut or notched a 1 1/4" 16ga. strap must extend a minimum of 6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom. Notches are different. 16. Fire and draft stopping shall be completed before rough inspection. See 780 CMR R302. 17. Ignition barriers in place before final. See 780 CMR R316. 18. Energy aspects shall comply with the stretch energy code. See 780 CMR Appendix 115AA and 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. Energy information including mechanical equipment posted on the electric panel. d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Building Option Package. 19. Vapor retarders. Although these are still in the code there are 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. See 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 20. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements See 780 CMR R806.4. 21. Deck ledgers and post must be appropriately attached, bolts or lags. See 780 CMR R502.2.2.1 Note: ThruLoks are engineered for post attachment supporting a railing. 22. Smoke and CO detectors as required. See 780 CMR R314 and R315. Relevant items must be submitted to the building department for approvals before inspections and or CO can be signed. Other items are intended to avoid costly issues at inspections. Feel free to call if you have any questions. My telephone number is 587 -1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we dose for walk -ins at 12:00 noon on Wednesdays. Th coo ration on thes matters. de . filler City of Northampton Assistant Commissioner and Zoning Enforcement cmiller(a northamptonma.gov City of Northampton Massachusetts _ e , tr, 4 It 4,117 e DEPARTMENT OF BUILDING INSPECTIONS. fr 212 Main Street • Municipal Building �, \C‘ Northampton, MA 0106 fr q ."A / INSPECTOR Gregory Quill November 29, 2011 23 East Hadley Road Hadley, MA 01035 Subject Property: 105 Emerson Way — Lot #11 Florence, MA 01062 Mr. Quill Your electronic plans dated November 2011 have been approved as noted. Please provide additional information needed. 1. HVAC Manual .1 calculations are required as well as sizing of ducts and equipment type /sizing. 2. Garage portal wall systems require specific criteria (straps & nailing) see 780CMR Figure 602.10.3.3. 3. Make sure all final riser heights are correct or they will need to be corrected, review finishes with framer. As of August 4 2011 the 8 Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not a substitute for purchasing and reading the MA codes. 1. Structures shall conform to 780 CMR 8 edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. See 780 CMR R401.3 for drainage requirements. 3. Where ceiling joists are not directly connected to the rafters, rafter ties are required and must be in the bottom 1 /3 See 780 CMR R802.3.1. Minimum 2x4 16" OC nailed per 780 CMR Table R802.5.1(9) 4" slope 8 -16nd common at each connection. 4. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/P780 CMR R802.3.1 5. Ridge boards must be the full depth of the cut 780 CMR R802.3. 6. A complete window and header schedule is required. See 780 CMR Table R502.5 for header sizing and number of jack studs required. 7. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I -joist and or Floor Truss c. Roof truss 8. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. See 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. 9. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a shower head is used, 6'8" for basement without habitable space, 6'4" at beams /ducts. 780 CMR R305.1. 10. 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. See 780 CMR R308.4 11. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. See 780 CMR R612.2 12. Egress and emergency escape requirements shall be strictly met. a. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20 "x41" exception 5 sqft at 1 floor. Minimum clear opening 20 "x24" or 24 "x20 ". 780 CMR R310.1.1 / 50-6" _ P I 2'-6" 48'-0" AHOL ALL ANCHOR c£ '° -- -- - - BOLTS TO BE 12 INCHES LONG. F-1:::-- 24' - 24' CONTRACTOR MUST LAY OUT SILL PLATES - - - -- - / - -- - - -- - - -- - PRIOR TO FOUNDATION POUR TO MEET CODE 3 FOR ANCHOR BOLT PLACEMENT. CODE REQUIRES DROP REAR FOUNDATION WALL 4' FOOTING ANCHOR BOLTS TO BE ONE FOOT FROM FOUNDATION FORA WALK OUT BASEMENT. CORNERS, NO MORE THAN 6 FEET ON CENTER, 4 Q TOP OF FCYJNDAT /ON WALL !WALL BE I FOOT AND ONE FOOT FROM END OF EACH SILL PLATE. E ILL ABOVE FINISHED GRADE. CONTRACTOR 5HALL THEREFORE ANCHOR BOLTS WILL BE 2 FEET ON E. 7 /acme OUT FINAL ELEVA TION ON SITE CENTER WHERE TO SILL PLATES BUTT EACH OTHER. 0 4 s 12:3:: 3'-e" T E z } e Y 1 .x-41 Io 3' -lfaT 4T. FROST WALL 3`-0' NOTES: : `Z g DROP TH 5 0 OF FOOTING 4 FEET ExcAVATE TO LINES AND GRADES REQUIRED TO PROPERLY O _ � 5 (� INSTALL THE DATION ON UNDIStL R LL ED SOIL OR a \ _ BELOW FINISH OIMTU ED GRADE CONTROLLED STRUCRAL BAGKFlLL. REMOVE A SILTY I TOPSOIL OR OBJECTIONABLE MATERIAL FROM UNDER SLABS k l m \ GRADE. ALL EXCAVATIONS SHALL BE DRY BEFORE 4— PLACING ANY CONCRETE. '= r DROP W TH. SECTION 01L CAPACITY FOR ALL NATURAL UNDISTURBED 601E OR n: • 1 2 FEET FOR ROLLED STRUCTURAL BAGKF lLL MUST HAVE ALLOWABLE pp GI U W O LL i;� m STEP FOUNDATION BEARI PRE06URE OF 3000 POUNDS PER SQUARE FOOT. IHIN.) p D E Q 4 O CONCRETE SHALL BE AN AppROVED READY MIXED A k m ; p- Q > - CONCRETE HAVING AN ULTIMATE COMPRESSIVE 7 (T11 - D _ J 51 Q' STRENGTH OF 3500 P51 AT 20 DAYS, SLUMP 3 -5 INCHES. 4 v m ee3Cl�a z s " O 0 W -- _ % ~ ION \ r IT SHALL BE THE RESPONSIBILITY OF BOTH THE CONTRACTOR Z DROP THIS SECTION AND THE EXCavATOR TO DETERMINE THE BEST CONTOURS u 'q ° RI - QI C FOUNDATION S. of OF WALL 3 FEET FOR OF ALL FOUNDATION WALLS AND FOOTING ALL CCNTWRS 4 P I S lh Zy� o- - STEP FOUNDATION SHALL BE DETERMINED ON SITE. IF A WALK OUT p4SEnENi 4 Ill• Z uU DESIGN UTILIZED ON SITE, THEN STEP FOOTINGS SHALL BE O q _ MADE 60 a MINIMUM OF FOUR T42 FEET OF BAGKFlLL 15 a d -- _ :__- (T Q I6 MAINTAINED AT FINAL GRADES. 7 0 1 N ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL CONFORM 0 i i 10 (]q�� m 0 n ^ j e. TO ALL CODES AND REGULATIONS AND REFERENCE STANDARDS al X � 3 -4 11 � 3'-a" 17'4 � THAT ARE E APPLICABLE TO THIS PROJECT. a - -" - -- • ° F o PROV TOR SLOPED AR ADJUST FINISHED ELEVAi O N5 - -- - LOUT O 444 MRINl6lELD I u . �. e ° \ \ GE BLAB FOR PROPER O ± - ! \ - PLATES ON TOP. ON-Y LAG __ - GE. - " ' �' ° a " DRAINA AST THE TOP THE WALLS AS NEEDED. { - �— SCREW INTO BEAM AoovE - . e � .� °e e ° - T •. ° n o ADJUST OF V Y QTY, • T REOb �i \ ` ll/ MOP 540 SECT,I N OF IINLL CONCRETE ILORK SHALL COMPLY WITH THE FOLLOWING W 3 FT. 0 301, 0 I A DP 52 N INCHES FGR DOORWAY CI 341 - FORMWORK a/ r , e (.OM1(O55lF PAD -A RE]b AG NS - BUILDING CODE REQUIREMENTS FOR REINFORCED I 1 , o i I ] R£Ob AT 6 ■ 6'$" ° r q 4 ACI 322 - B LDI CODE REOWREME TS FOR STRUCTURAL 307.93F79117 DP. - - Y -- - - - - -- --i lO INCH THICK CONCRETE WALLS - — - -- --, — ", : 3041N CONCRETE } II - - -- -- p AcI 301 . sTRUCNR*L CONCRETE FOR BUILDINGS, 1 - WE T O UNHALANGED FILL -- -- AGI 304 - APPROVED METHODS OF CONCRETE PLACEMENT E T a O O > DROP THIS SECTION O ALL FORMWORK SHALL BE PROPERLY BRACED AND SHORED. OF WALL 2 FEET FOR ORDER TO MAINTAIN ALIGNMENT AND TOLERANCES IN 4 3 - W � STEP FOUNDATION ACCORDANCE WITH ACI 345 S Z e BASEMENT STAIRS: • 41 W TOTAL RISE • 6-10 3/e" - REINFORCING BARS SHALL BE PLACED IN ACCORDANCE -- - -- -- Q TOTAL RUN • • %WI 1/e" 'Q -51 u i D v TREAD DEPTH • 9 3.l' v +-\ WITH THE LATEST EDITION OF CR51 'RECOMMENDED i '' - TOTAL 4441. RISE 1111111 13 PR4CTICE6 FOR PLACING REINFORCING BARS'. • E LLO m p. S RIbE HEIGHT D 3116" _f ALAWIM SNAIL TIE AT .0 ON TO A57,1 A .5 k a ' ! TY BASEMENT FLOOR: 2 GAR GARAGE ° � C P TWO OURES at ALL JOINTS AND ENTERS. e 4" CONCRETE SLAB Wu1 - e WELDED WIRE MESH REINFORCEMENT 1WU > bell POLY VAPOR BARRIER O DO NOT ADD WATER ON SITE. DO NOT DROP CONCRETE COMPACTEp GRANULAR FILL LL O 2 N MORE THAN 5 FEET STRAIGHT OFF OF SHUTS. MAXNM R > O T - 1 y 1 '' ALLOTTED TIME FOR CONCRETE IN TRUCKS 10 rrtrvr ■ • 0 - / TYPICAL_ GARAGE SLAB: 11.2 HOURS. DO NOT POUR BELOW PROPER TEMPERATURES v13, • TB b C 4" CONCRETE SLAB c/w •< FOR CARING. AT NO TIME POUR CONCRETE IF ANY SURFACE VN I ri - -- R [ SLOPE 1 1/2" 70 GARAGE DOOR Is FROZEN OR AT FREEZING ne FoRnsJ. T\ WELDED WIRE MESH REINFORCEMENT c ALL w4us OVER EIGHT /54 FEET w HEIGHT su4LL HAVE ERJ,wN DY• A \ __ -, - - -- • ' ,I q - -- a COMPACTED GRANULAR FILL ;e O P HREE �f3 T Ow 5 of Two L 5 KEBABS 'Z011 44 . I T I--NI HORIZONTALLY. TWO At THE TOP TWO AT THE MIDDLE OF 7 RE DROP THIS S OF WALL H INCHED FOR DOORWAY THE WALL. AND TWO NEAR THE BOTTOM OF THE WALL. YALC. INSTALL 5 KEBABS VERTICALLY AT 24 INCHES ON NONE c BEAM POCKET: e CENTER. TIE ALL REBAR TOGETHER. BEND ALL KEBABS 4 S WIDE . S HIGH • AT CORNERS WITH TWO FOOT LONG LEGS. STUD / . 4" DEEP _ u 1 4ET. ERQ@I_WALL \ 4 FT, ANCWOR HOLTS: • FROST ALL ANCHOR BOLTS TO BE 12 INCHES LONG. Ln WALLS .. CONTRACTOR MUST LAY OUT SILL PLATES Nur- 01 POSSIELE2 1 PRIOR TO FOUNDATION POUR TO MEET CODE V r FOR ANCHOR BOLT PLACEMENT, CODE REQUIRES NOV,. 2011 N---\--- --N „, ., _ :0 .n ,.4/ \ ANCHOR BOLTS TO BE ONE FOOT FROM FOUNDATION 1 1 1 . _ CORNERS, NO MORE THAN 6 FEET ON CENTER, yt4T AND ONE FOOT FROM END OF EACH SILL PLATE. 16'-4” r -. 9' -0° 3' -B" / I6' - 3' - ' THEREFORE ANCHOR BOLTS WILL BE 2 FEET ON �O� F _ - -- -- - -- / CENTER WHERE TO SILL PLATES BUTT EACH OTHER, 2 . -6 .. 24'-0" B.. 24. 0 �� _, i H1 - 3 PLY ..RXX _.. R3 ._. R1 _ RXX RXX4 - '' �-- 2ND FLOOR FRAMING PLAN. I P N I ' M vo IJ. - t. nol _ _ bearing g rt ;12.6 _ - , � � � � - .ono . ` ' - Joist Materials - - - - - -- R6 . .. r- r U _ T Qty. Product Length 0 - `._— nl 14 SPF p2 2 x 10 5 0" 1 WEM -� PM.'" length: 70' 0" n 1:3 2 11 -"! /0" RIM BOARp 16 0" ►�� Total length: 32' 0' R6 3 11 -'J'8" RIM BOARB Mlnirur llstan-e per total length: 48' 6" 11.sosJ ir st hs.e r...art. .'1 29 11 -7/8" AJS 20 MSR 24' 0" RXX_ F12 2 v v 16' 0" - .73 _ v total length: 832' 0" it G1 3 1- 3/4824 VERSA -LAM 2.0 3100 S? 20' 0" . RXX Total length: 60 0" G2 2 1- 3/4611 7 /8 VERSA LAM 2.0 310 8 0" II B3 2 PLY,', TOtal length: 16' 0" _ ''h PXX (R /L) SPF 82 2 x 10 11 0 Total length 11 C" - 7+ - - -__ __ RXX 1 RXX (R /L) 11 -7/8" RIM BOARD 33 V" ,, Total length. 33' 0' _ RXX � • ' f FXX (R /L) 11 -7'8" RIM BOARD 31 0 W \e/"') :o[a1 length: 31' 0" N '5-- _ T. FXX 1F/L) 11 -7/8" ASS 20 MSR 1 II F RXX (0/I.1 v 3' " 1 I I I I a H U 0. �'7 Total length: 50' 0" J „ 'H O n cRXX CD �) ( '1 Roa N w S Beam Maternal H - - RXX ,RXX '� ...u�az to.• �, u., lvpe Qty. Product Length - co f ' - CeDe .,r t.,a ER 8 SPF k2 2 x 10 H / B1 v ' " 82 9 6' 0" U N F3 4 v v 0' O tV II a � �� 84 2 v v ' 0' .-1 tD - - B4 - 2 PLY , H:' 2 1- 3/4x14 VERSA_ LAM 2 0 3110 Total 1 `, ^ 18 0 t 4 0 a ri !I "�/ 'Total length: 36 0" N RXX cl U ,iI Blocking Materials T ,t; • ,R6 ,T4 ,y w I — :VFR Qty. Product Length G 17 +3 ,I 1 H2 - 2 PLY I FXX (R /L) SPF k I''1 2 2 x 10 10' 0" Total length: 18' 0" 1 7 N RXX (R/L1 11 -7/8" AJS 20 MSR 34' 0" RXX 6P-- 87 Total length 34 0' lI I i N All product nar._s are trademarks of their respective owners J 1 HI "XX � 3 PLY I N I RXX R12 R3 RXX - ' �` B1 - 2 PLY I / :% y t0 _ T/C Dead: 10 psf B/C Dead: 0 psf N 7.' T/C Live: 35 psf R/C Live: 0 psf `.4 m r.k. Miles Loads: Total Load: 45 psf incorporated Duration increase: 100 *, rt This layout has peen created usark the n from the plan provided, and /or oexhal ,nrorcatton 'X- Scale. 1/4" - 1' from the genera) contractor. r.k Mires ansecen no renpons11911.ty for t s lava, if dd sp n 5 orl' J s miles { e s red M of o ,Lla_ng r / and / Fllrna T ._i LGrrg °mrrc sta:kla/ iQe Dcsigncr.Duug ❑ndgi changes a de to p n 1 atter the completio 1 n of o r u layout P contact RE Miles _ions . It any irrnedi,telyna ti. r el a N H1 — 3 PLY m AXX .= R1 - _R1 RXX 1ST FLOOR FRAMING PLAN RXX 11 4:1 II r 4 4 I II R6 Dh /oleo , fupport R6;; a II f k h i t 0 --- -- Joist Materials _ I . .II p T Qty. Product :length II _a _ 81 2 11 -7/8" RIM BOARD 1 ` J III to s .1 c _1:111 0 cta1 length: 32' O R6 3 11 -7'8" AIM 80080 16' D" RXX., Total length: 48' 0" f - II R I J1 8 11 -7 /B" AJS 20 MSR I r _ _.__ J2 18 axxl, II _ J-1 2 o u III ( RXX , .� Rls z y 1e' o" 1 (I 0 III IF 111 L Total length 850' 0" ( 11 1- 3/4511 -7/8 VERSA -LAN 2.0 310 1D' 0" F II II {� 'I Total l 20' 0" ti (+I 1(j ` II• RXX RI BCAR II r_ VI ` ` Total length: 21 D Total length: 56 0" �� RXX ;R /L) 11 -7'8" AIN BOARD I ,. %\ RXX :R/L) 11 -7/8" AJS 20 MSR \ Total length: 11' 0' I; O ) (',RXX XX /'I �• Post 0 Beam Material l R6 Type h .� - -y . Product • •I ' e- QtY rodOrt Length • 1. H1 _ SPE 42 2 x 30 10' 0" CA It 12 v v Total length: 38' 0" B1 B2 1- 3/4x9 -1/2 VERSA-LAM 2.0 3100 24' 0' U III t __, Vii... C' total length: 130' 0' 1 OP II III t II . Blocking Materials i ll RXX C RXX v Type Qty. Product Length • 8 FXX 1811.1 11-7 /8" AJS 20 MSR 42' 0" U P Total booth: 42' C 0 III All product names are traaemarks of their respective owners 1 b , III I . RXX; RXX U o ;;RXX rn , h 01 RXX 01 5 .1 RXX fly T/C Dead: 30 psf 0/C Dead: 0 psf SL x T/C Live: 40 psf 8/C Live: 0 psf r.k. Miles Loads: Total Load: 50 psf 1 y h ANOOL , created g the r (rum - he plan frn,i versa_ oe, and /or . na - ntormatlon " incorporated Duration Increase: 10 from the general contracts/. r s Miles a esponsi Gility layout If altered during construction cr any of tne structural mesbers shown are not supplied by 1 — hl i of 1 red wood omp. to orp with the _specif;catio installatoon any x Scale: 1 /4" = 1' changes a de to this 0,, after the of our layout contact . Holes n c mmed-atery 1 Fi'_eheme: \ , ,,ui ll:ireg Enmtexonway -LO6 Designer:Doug Hudgins — INSTALL FULL LENGTH RIDGE VENT TYPi FI LING aooF: KEEP ROOF SHEATHING BACK AT 0 A CLIPS SHINGLES LEAST 11/7 AWAY FROM PEAK TOTAL HEIGHT Y 19/33" ROOF SHEATHING PLYWOOD c/o /4. \ GR CLIP9 N / 3x10 RAFTERS AFTERS • 4 16' COLLAR TIES 446" .5!' 4 o.c. . CEILING JOLTS • 16' o.c. w/ / COLLOR TIE \\ Q' d O` R35 Bdtt INSULATION S( v 6 . POLY VAPOR BARRIER \ � T z ^ p V3' DRYWALL •. TAPED 3 SANDED / m 0 1 F Z F PROPER VENTING EACH BAY ¢ C i n ii i t i HI 111 1 uN H L,,.".T T . „/ H L „ +B, /LB 2 TOP OF WALL PLATE 1 ,�7UNgWI111II1�IIIIII 111IIflU III �ll i I9pIIIUUIUA @UUUIII�UIUUAIUIIIIUW IIIIIpIIDWIRAIN110� TOP of WALL PLATE \ 1 1 4-. -. ,, E m Ii TYPICAL 246 SIDING EXTERIOR LL F1 N3]" Q q L�,I BER lilm 3x6 9TUPS 513 CEMENT WALL SHEATHING HING SIDING I S a .� - pS • 34" o.c. Q m TRIPLE- 34' DP. LVL BEAM R S CFI I 0 05E BLOWN -IN INSULATION LW II I b mil poLY VAPOR BARRIER Z • H 1 j _ I/, WALL I TAPED SANDED 3x10 RAFTER • I6' 0.c. l ! ,7,‘ TCP OF B116FLOORING .0\_ _ TOP OF 611 1- 0051NG _. I_ - 1 _ _ — _ \ f i l l 1 I � ''''.- 1/8 DP. I- JOIST$ • 16 o c. III I I I _ 0 - TOP OF WALL PLATE 7 44 BOLT-111 60FTJT _ - ' TOP OF WALL PLATE 4 = ,,, ,, _ ./ S AT MID S PAN O F LANDING Q IMF Q -. 1 -- - - LANDING JOISTS 1 10 DP. W 1�� - 1 / Lv 16 c.c. �J 11 ' f /8 DP. I- JOIST I a F TOP OF SUBFLOORING I- P O 9JBROOR NG - Ili E _ S a 16 " -o.c. II ii _ _ \ _ TOP CF FOUNDATION R -.. - _ - - . �� TOP OF FOUNDATION � ID — N y I v r 1-I- �V Y • E., • 1 � � k OP OF SLAB \ TOP OF FOOT NG - TOP OF FOOTING g ANCHOR BOLTS/ TYPICAL FLOOR SLAB - FOOTING DRAIN LINE 4' CONCRETE SLAB cAu ORATED PLASTIC PIPE ALL ANCHOR BOLTS TO BE 13 INCITES LON0. WELDED WIRE MESH RENFORCEMENT 31/11 OM. CONCRETE FILLED — w/ PERFORATIONS INSTALLED TOWARDS I CONTRACTOR MUST LAY OUT SILL PLATES 6 mIl POLY VAPOR BARRIER LOLLY COLUMN w/ SPRINGFIELD BOTTOM. LINED of FILTER FABRIC 00VER PRIOR TO FOUNDATION POUR TO MEET CODE COMPACTED GRANULAR FILL PLATES ON TOP. ONLY LAG nd GRAVEL FILL I3' ALL SIDES FOR ANCHOR BOLT PLACEMENT. CODE REWIRES SCREW INTO BEAM ABOVE ANCHOR BOLTS TO BE ONE FOOT FROM FOUNDATION DM 4 0 RECD CORNERS. NO MORE THAN 6 FEET ON CENTER, w /3FT X 3FT. XT FT. DP CROSS SECTION A -A > 1 41 I AND 0N5 FOOT FROM END OF EACH 551 PLATE CONCRETE PAO ♦ REOD — -_ — THEREFORE ANCHOR BOLTS WILL BE 3 FEET ON SCALE. 1l4' O' L CENTER 114555 TO SILL PLATES BUTT EACH OTHER. O O r e r TVN WOOD 1-13E41•1 NOTES erect 5PEC /F/CAT /ON5 LOA. by INSTALLATION NOTES/ S. FOR IJOISTS INSTALLED DIRECTLY BENEATH BEARING WALLS PARALLEL TO THE JOISTS OR T 1 I. INSTALL ALL - JOISTS, LVL BEAMS, AND RIMJ015T9 PER MANUFACTURES RECOMMENDATIONS. USED A5 RIM BOARDS OR BLOCKING PANELS, THE MAXIMUM ALLOWABLE VERTICAL LOAD I J• USING A SINGLE I -JOIST 15 7,000 plr, AND 4,000 plr IF DOUBLE I- JOISTS ARE USED. x..0 NONE 2. INSTALL I- JOISTS 50 THE TOP AND BOTTOM FLANGES ARE WITHIN 1/2 INCH OF TRUE VERTICAL. 9. CONTINUOUS LATERAL SUPPORT OF THE l- JOIST'S COMPRESSION FLANGE IS REQUIRED TO PREVENT ROTATION AND BUCKLING. IN SIMPLE SPAN USES, LATERAL SUPPORT OF THE TOP STdP 3. CONCENTRATED LOADS SHOULD ONLY BE APPLIED TO THE TOP SURFACE OF THE TOP FLANGE 15 NORMALLY SUPPLIED BY THE FLOOR SHEATHING. IN MULTIPLE SPAN OR CANTILEVER FLANGE AT NO TIME SHOULD CONCENTRATED LOADS BE SUSPENDED FROM THE BOTTOM APPLICATIONS BRACING OF THE I-JOIST'S BOTTOM FLANGE 15 ALSO REQUIRED AT INTERIOR FLANGE WI3H THE EXCEPTION OF LIGHT LOADS SUCH AS CEILING FANS, LIGHT FIXTURES, ETC. SUPPORTS OF MULTIPLE SPAN .401535. AND AT THE END SUPPORT NEXT 10 THE CANTILEVER EXTENSION. THE ENDS OF ALL CANTILEVER EXTENSIONS MUST BE LATERALLY BRACED, 4. I- JOISTS MUST NOT BE INSTALLED WHERE THEY WILL REMAIN IN CONTACT WITH CONCRETE CONTRACTOR MUST FOLLOW MANUFACTURERS REQUIREMENTS ON THIS TYPE OF INSTALLATION OR MASONRY. AND APPLICATION. 5. END BEARING LENGTH MUST BE AT LEAST 13/4 INCHES. FOR MULTIPLE -SPAN JOISTS, 10. NAILS INSTALLED PERPENDICULAR TO THE WIDE FACE OF THE FLANGE SHALL BE SPACED IN PAIti INTERMEDIATE BEARING LENGTH MUST BE AT LEAST 3 1/2 INCHES. ACCORDANCE WITH TI-15 APPLICABLE BUILDING CODE REQUIREMENTS OR APPROVED BUILDING NOV.. 2011 PLANS BUT SHOULD NOT BE CLOSER THAN 3 INGH55 o.c. FOR Bd NAILS USED WITH A MINIMUM 6. ENDS OF EACH FLOOR JOISTS MUST BE RESTRAINED TO PREVENT ROLLOVER. USE RIMBOARD FLANGE WIDTH OF 2 1/2 INCHES, OR 6 114014E5 o.c. FOR Bd NAILS WITH A FLANGE WIDTH OF 2 4400T OR I -JOIST BLOCKING PANELS. INCHES AND 10d NAILS WITH ANY FLANGE WIDTH. IF MORE THAN ONE ROW OF NAILS IS USED. . 01535 INSTALLED BENEATH BEARING WALLS PERPENDICULAR TO THE JOISTS SHALL HAVE THE ROWS MUST BE OFFSET AT LEAST 1/2 INCHES. T W RILL DEPTH BLOCKING PANELS, RIMBOARD, OR SQUASH BLOCKS (CRIPPLE BLOCKS) TO !,' 1 1 \c-_71 1I. TO REDUCE FLOOR VIBRATION, GLUE STRUCTURAL FLOOR SHEATHING TO THE I- JOISTS, ATTACH + TRANSFER GRAVITY LOADS FROM ABOVE THE FLOOR SYSTEM TO THE WALL OR FOUNDATION IL , Jai BELOW. STRUCTURAL PANELS, STRAP • 24 INCHES o.c., OR GYPSUM ON BOTTOM OF THE FLOOR IJ015T5. NIANNaclrttsenN - l)elrsrr =tt I'trhdit '`^*alrtr Hoard of 13rrtttlrrrt 1 ∎:oral rtinns tard °Ntartrd:Ink -,-^� ..XG3't'9wee?"i1ct o S,upervd?,or d ? fi'cse ,is'? and r +! ?,- Fin ir License CS 105857 GREGORY QUILL r`��._ 23 EAST HADLEY ROAD HADLEY, MA 01035 • Exptidtmr. 4/29 /2013 ( , Otiti/ . “44k1 7 105857 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: 105 Emerson Way, Lot 11 The Oakes Inquiry Made By: Marie Quill 695 -8795 Date of Inquiry: 7/21/11 Reason for Build new single family home Request: Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/2 deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Size of Service Connection: Type of Service Connection: Tie -in to Sanitary Main Tie -in to Sanitary Stub Comments: 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. ( � r J 04 John Hall C-s) � J Sewer Department cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner 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: 105 Emerson Way, Lot 11 The Oakes Inquiry Made By: Marie Quill/Rosemund LLC Date of Inquiry: 695 -8795 Number of Type of Single Family Type of Private Units: Unit(s): Accessory Apart. Ownership: Condo Multi - family Rental (Annlicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No X Size of Water Main: 8" Material: Ductile Iron Age: 2008 Approximate Static Street Flow Test Conducted: Yes: No: Pressure: 45 If done attach results Size of Service Connection 1" Suggested Meter Size: 3/4,, Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water _s em. ngements I s • insta lation shall be made with the Northampton Water Department with a minimum o 5 worki da notification. • All rk all f nfo n o No hampton Water Department specifications. David W. Sparks, Superintendent of Water Water Entry $200.00 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. t, \/\_} 1 ( 8321 Premium Double Hung Air, Water, Structural Performance (perAAMA/WDMA/CSA 101/i.S.2/A440 -05) Max. Structural Water Rating (DP) Pressure infiltration 2 Air infiltration 3 Size Tested C50 75.00 7.50 0.07 52 X 72 R40 90.00 6.00 0.05 44 X 60 R40 60.00 6.00 0.05 80 X 80 twin C35 52.50 5.25 0.07 56 X 91 Impact Model Rating - DP50, Large Missile Impact, VVind Zone 4, 52 "x 72" TTT (l 1 Structural Test Pressure (psl) tested to at least 150% of DP rating 2 Water infiltration (psf) tested to at least 15% of DP rating EnergyStar 3 Air infiltration units = scfm/fl" 4Requires optional "EP" upgrade Qualification R - Initiative :.'Yyu'4 " r, 8321 Premium Double Hung Thermal Performance per NFRC 100 & 200 (values in parentheses have rids) E E c E E E c a a e c Glass Type I Unit u -value I u -value FF I Unit SHGC s I Unit VLT 8 a ; v ' p cai a Clear insulating glass (dear /dear) a z r cn z us u Clear 0.45 0.43 0.60 (0.53) 0.62 (0.55) Clear /Impact 11 0.47 NA 0.50 (0.44) 0.59 (0.53) Stock Low E insulating glass (RLE 63/31 low e/clear, surface #2) RLE 6331 0.32 0.30 0.24 (0.21) 0.47 (0.42) F .. ■■.■ NC /RE RLE 6331 /Argon 0.28 0.26 0.24 (0.21) 0.47 (0.42) .. 1111.1111111 RLE 6331 /Argon /lmpact 0.29 (0.30) NA 0.24 (0.21) 0.46 (0.41) .. .... Additional Performance Glass Options Low E insulating glass (RLE 71/38 12 low e/clear, surface #2) RLE 7138 0.32 0.30 0.29 (0.26) 0.53 (0.47) RLE 7138/Argon 0.28 0.26 0.29 (0.26) 0.53 (0.47) Reversed Low E insulating glass (clear/RLE 71/38 low e, surface #3) RLE 71/38 0.32 0.30 0.36 (0.33) 0.53 (0.47) �E - RLE 71/38 /Argon 0.28 0.26 0.36 (0.33) 0.53 (0.47) Triple insulating glassJ71/38low e /dearf7l/38low e, surface #2, #5) RLE 7138/CLR/RLE 7138/Argon 8 0.25 0.23 0.25 (0.23) 0.42 (0.37) .. .... RLE 7138/CLR/RLE 7138B1end ,4 1 ' ,= 0.25 (0. 23) 0. 42 (0.37) .. P s '44;4* o Est • RLE 7138/CLR/RLE 7138/Krypton 8 . e> x n ,; 1, 0.25 (0.23) 0.42 (0.37) 5Solar Heat Gain Coefficient (with grids) 5 Visible Light Transmission (with grids) 7 Optional Foam Insulation. F indicates EnergyStar qualification with foam insulation option. 8Subject to glass size limitations 9Low E coating on surface #3 to increase SHGC 1o Blend for triple IG is Krypton in one airspace, Argon in the other. "Laminated glass used in Paradigm Impact windows meets the requirements of ASTM C 1172 1263/31 Low E glass has a lower SHGC than 71/38. 8321 Premium Double Hung Acoustic Performance (per AS TM E 90-99) Glass Configuration STC Value Clear SS -Clear SS 29 Clear SS -1/4" Lami 33 Note: Some listed options may require special pricing and have extended lead times All data subject to change without prior notice Door and Window Specifications Exterior Doors ❑Insulated Steel Y iberglass EWood ❑Other ❑Storm Windows ❑Clear [VOW E EZdon filled ❑Wood frame rS17iny1 frame ❑Other Man cturer , NFRC whole -unit U -Value NFRC whole -unit SHGC u V"clo ck 1 w, c; S, 3 6 Mechanical Specifications Heating Equipment ;Gas DOH ❑GeoExchange ❑Other [Hydro Air ❑Open Loop / ❑Closed Loop T 6 6 1�Warm Air ❑Hot Water ❑Radiant Floor ❑Other Gas ISVented ❑Unvented Rate output capacity (Btu /hr or tons) AFUE or COP rating S j Cooling Equipment ©Central A/C ❑GeoExchange 'T il,b Rated output capacity (Btu /hr or tons) SEER Domestic Hot Water SGas ❑Oil DElectric DGeoExchange ❑Desuperheater ❑Othe ❑Dedicated r ❑Stand alone ❑Indirect glnstant- ❑Tankless Coil ❑Other fired aneous Rated output capacity (Btu /hr or tons) Energy Factor (EF) Ventilation System ❑Exhaust -only (rated for continuous Lt Recovery Ventilator operation) Mail an entire set of plans and the Home Specification Form and Analysis Fee, if applicable to: Center for Ecological Technology • 26 Market Street • Northampton, MA 01060 Please call 800 - 369 -3333 ext.21 or email meganm@cetonline.org with any questions or for additional assistance. , . , Massachusetts New Homes with ENERGY STAR® CHANGE FORTH BETTER WITH ENERGY STAR Home Specifications Form Complete this form if you are interested in applying for incentives as part of the 2008 -2009 Program. This information will be used by a HERS rating company to help you select the building specifications to qualify your home as ENERGY STAR and determine the incentive(s) your home(s) can achieve. Once completed, you can submit an Application and Agreement Form or incentives based on your homes energy performance. Complete information must be submitted with full -sized copies of the building plans, including: ❑ Plans: foundation, floor, and site plan indicating building compass orientation. ❑ Elevations indicating grade level for all sides of the building. ❑ Sections to clarify any cathedral /vaulted ceiling, floor level, and wall assembly details. ❑ Complete window schedule with rough opening dimensions. ❑ Indicate on plans all window sizes or include reference labels from window schedule. Important Note: For homes over 5,000 square feet, a fee of $10 for each 100 square feet over 5,000 will be charged to the Applicant. (Example: a 6,600 s.f. home exceeds 5,000 by 1,600 s.f. Therefore, the fee is 1600/100 x $10 = $160.) Contact Information Applicant Company Name: Primary Contact:: , Contact Phone: Email: (� 1 �C��l��\\�.�A� LLC - �Y " ` •� u �f ` l3 445 4 Uc C c ,,, r .vvv kdE c. 1,r.00 , ter - n( h Project Name & Address: Project C : Electric Service Provider: toc Ew rS \A.1cx.L . Lot no,- -o lr,v � }„n v C'1 v - 1c9. Number of Market Rate Units: J Number of Low - In Estimated Completion Date: Units: U n k AO 1 Insulation Specifications Insulation Location Insulation Insulation R- Insulation Stud /Joist Spacing Thickness Value Type* (o.c.) Flat ceilings (w/ attic above) b 1 d , ; .., •� 1 2. .% ce-‘ A4 Sloped /cathedral ceilings Exterior frame walls // A 1 b Lc,t- ., Rim /Band joists (C a‘ c.io J. c , .a.....„ Floor over unconditioned basement _ — -- — Floor over garage — — -- Cantilevered floor j C I os c cQ c c Y to ov Foundation walls -- — Basement frame/walkout walls 6 d.1 c\ E r5((lSS ( (4' Under -slab insulation ) ( U (∎cj ∎d )( P 5 Ins. width (feet) D,Lt 1 I Slab perimeter insulation o., l u r 1!k l k S Ins. depth (inches) L II If foam insulation is used, specify type, such as: isocyanurate, expanded or extruded polys etc. 0.1 '(c vJ(xt\ a N 26'44'33" E 131.71 3 32 /� Z 0 330 8 N ° '' 90 N 1 5 :} , 32 \ 334 , � N proposed /, f' dwelling 0 �/ / 33g v v >., / v o v a > ! ; a'v 338 L�8o 00' R= 370.00' • EMERSON WAY PROPOSED IMPROVEMENT LOCATION PLAN /AP .1c RN s RANDALL PREPARED FOR 1 +3ZER 5032 2011 �, � / SCALE: 1 " =30' JULY 25, ( 'tis v/ ( o � , HAROLD L. EATON AND ASSOCIATES, INC. suRVE REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET — HADLEY — MASSACHUSETTS % 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 Legibly Name ( Business /Organization/Individual): 9 .e V q_ vci L LC- Address: C o \ *cv a\ ...,„ 0-4- City /State /Zip: \ .SL V, \ 0 03 S Phone #: Li L3 (,,,q ci (R ii Are you an employer? Check thelappropriate box: Type of jest (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. ew 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 or me in capacity. employees and have workers' g any p tY 9. ❑ Building addition [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its 10. ❑ Electrical repairs or additions q ] officers have exercised their 11. Plumbing re 3. ❑ I am a homeowner doing all work ❑ S airs or additions p myself. [No workers' comp, right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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 polic declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 2 A 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: CC,-1d Date: ) 6 — / Phone #: Li 1 3 ( S _( 1 [ C 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. Cityfrown Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: ROSEMUND, LLC Lot 11- Emerson Way - Building Permit Fees 1ST FLOOR 1090 $0.50 $ 545.00 2ND FLOOR 1140 $0.30 $ 342.00 3RD FLOOR 0 $0.20 $ - GARAGE 576 $0.20 $ 115.20 BASEMENT 1090 $0.20 $ 218.00 FRONT PORCH 150 $0.20 $ 30.00 REAR DECK 198 $0.20 $ 39.60 Total SF Usuable 2230 Total Fee: $1,289.80 1 Lot 11 Emerson 24x24 garage 10/5/2011 SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor. r Not Applicable ❑ Name of License Holder : � kr--� V V I 10S - License Number ac\i) CZ � o c1\ 010-3c 1 k3 Address ° Expiration Date '- -ks/3 1 3 1 k (f) I C Signature Telephone 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 building permit. Signed Affidavit Attached Yes ❑ No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature t SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ED Or Doors E Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[] Siding [0] Other [0] Brief Description of Proposed i Work: C..- r+ y � C S v‘S\ � Cq V./. � w o Cjck ra. Vv`-j2 . V\O - 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 additi on to existing housing, complete the following: / a. Use of building : One Family �/ Two Family Other b. Number of rooms in each family unit: (0 Number of Bathrooms J �— c. Is there a garage attached? ''--‘e - d. Proposed Square footage of new construction. o). 0 Dimensions 'J U `1" , e. Number of stories? nn f. Method of heating? r rk+ vCo1 Q qt \k A Fireplaces or Woodstoves C Q S Cp Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 00 i. Is construction within 100 ft. of wetlands? Yes \/ No. Is construction within 100 yr. floodplain Yes I No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply 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 to act on my behalf, in all matters relative to work authorize by this building permit application. Signature of Owner Date I, c 'n - V to \ �}> QV �A� ff+l L LC, , 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. Print Name + f � .-3 1 ( V\ �1.AAA C1 lAKAI • -4 Signature of Owner /Agent Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 1 k "‘) j a Frontage g a Setbacks Front <, 1 Side L: L' R: Vi) L: R: Rear (0) Building Height �.. Bldg. Square Footage X i 5 -- Open Space Footage % (Lot area minus bldg & paved ).," S _ 0 cl 0 parking) # of Parking Spaces Fill: -- (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 01 DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW Q YES 0 IF YES: enter Book Page and /or Document # ec 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 0 NO i( IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO d IF YES, describe size, type and location: E. V\411 the construction activity disturb (clearing, grading, exc vation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. , - ,:' . 4 { r ,; - . -4/ • �, Department use only Ity of Northampton . Status of Permit: ' Building Department Curb Cut/Driveway Permit 212 Main Street Sewer /Septic Availability • `> . Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans 6? p hone 413 -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 t G E r S 01,,\ y Map c.3 Lot 3 6 Unit 61- \ i Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: i 1`CU`'� E �,� V� V"\ C LL a C q c A \ Q �• .4( �t C� Q � \ r-\ Name (Print) Curre t M ding Addr ss: _. --- v\ekA lkykk Telephone Signature r 2.2 Authorized Aaent: Name (Print) Current Mailing Address: Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building + ` ?� 1 0 o 0 (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of 1 r 0 U 0 Construction from (6) 3. Plumbing U a Building Permit Fee 15- 4. Mechanical (HVAC) 5. Fire Protection 1 3 i U °® q ,� 6. Total = (1 + 2 + 3 + 4 + 5) C- / C C.) 0 Check Number ()id /c /° 70 This Section For Official Use Only Building Permit Number: Date g Issued: Signature: Building Commissioner /Inspector of Buildings Date 1 File # BP- 2012 -0368 1 j " a` -C1 C 4 1 APPLICANT /CONTACT PERSON GREGORY QUILL ADDRESS/PHONE 23 E HADLEY RD HADLEY (413) 695 -4195 ejtMA2vi PE Y - � j � PR /� a '� ' � O RT LOCATION 105 EMERSON WAY LOT #11 / y MAP 36 PARCEL 360 001 ZONE SR(100)/ !' " pride r pttfiC THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out o�0 3 7 /� . 7v Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W /ATT GARAGE/DECK/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: pproved 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 lit' D- •. _ Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 105 EMERSON WAY - LOT #11 BP- 2012 -0368 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36 - 360 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- 2012 -0368 Project # JS- 2012 - 000591 Est. Cost: $209000.00 Fee: $1289.80 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL Lot Size(sq. ft.): 14549.04 Owner: ROSEMUND LLC Zoning: SR(100)/ Applicant: GREGORY QUILL AT: 105 EMERSON WAY - LOT #11 Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695 -4195 HADLEYMA01035 ISSUED ON:11/29/2011 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 STORY SFH W /ATT GARAGE /DECK/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 11/29/2011 0:00:00 $1289.80 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner