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32A-048 (3) t i xti U air i II I I y I +rte �., 1 r +j+ Egg I, {I A � a i...P A ` 2 I � { j g gg, I � lI "T f Window Legend 65 Market ID W01 W02 W03 W04 W05 W06 W07 W08 W09 65 MARKET TYPE FIXED FIXED DH DH DH DH AWNING AWNING AWNING STREET U-Factor 0.25 0.25 0.32 0.32 0.32 p.32 0.31 0.31 0.31 SHGC .030 ..030 0.49 0.49 0.49 0.49 0.44 0.44 0.44 W x H Size 2'-7 1/2"x1'-2" 2'-7 1/2"x1'-2" 2'x4' 2'x4' 2'x4' 2'x4` 2'x2' 2'x2' 2x2, Opening Nominal Surface Area 3.02 3.02 8.00 8.00 8.00 8.00 4.00 4.00 4,00 [L Harry Water 2D Symbol 3D Front View { J � ❑ • • ■ ■ I Window Legend 65 Market ID W10 W11 W12 W13 W14 W15 W16 W17 W18 TYPE AWNING DH DH DH DH DH DH DH DH U-Factor 0.31 032 0.32 0.32 0.32 0.32 0.32 0.32 0,32 Metcalfe SHGC 0.44 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 ASSol+aS W x H Size 2'x2' 2'x4' 2x4 2'x4' 2'x4' 2'x4' 2'x4' 2'x4' 2'.x4' AR G H i T E C T Y R Opening Nominal Surface Area 4.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8,00 142 MAIN STREET NOMAMPfOK MASSACHUSUM 2D SymboJ d 1 3 586 5775 3 595 8200 �4 1wmUnetcoINe.urchNedure com north 3D Front View ■ Window Legend 65 Market D W19 W20 W21 W22 W23 W24 W25 W26 TYPE DH AWNING AWNING AWNING AWNING DH DH DH U-Factor 0.32 0.31 0.31 0.31 0.31 p.32 0.32 0.32 SHGC 0.49 0.44 0.44 0.44 0.44 0.49 0.49 0.49 W x H Size 2'x4' 2'x2' 2'x2' 2'x2" 2'x2' 2'x4' 2'x4 2x4 Opening Nominal Surface Area 8.00 4.00 4.00 4.00 4.00 8.00 8.00 8.00 revision date 2D Symbol 2014-01-04 drawing date 3D Front View • A- 1 1 - — — — — — — - - - — — — — — — — 65 MARKET j STREET 1 Harry Wiater ---1 LOOSE BLOWN CELLULOSE(R-60) S�16 t� PROPER VENT i GWB FIRE BLOCKING —----- 1 BLOCKING BETWEEN RAFTERS ( BLOCKING e. 'e ���� AS INSULATION DAMN — j 1 CONTINUOUS VENT @SOFFIT I 3"CLOSED CELL SPRAY FOAM(+/_ t (INTUMESCENT PAINT I N7 I` ( DETAIL f,f.� ----1 EXISTING BRICK FOUNDATION -t--- 1 D03 SCALE: 3/4" 0 1' 2' 3' I I Associates Metcalfe AR-CHITECTVRE o , I 142 MAIN STREET EXISTING SHEATHING WITH WRB NORMAMPTON. MASSACHUSMS 413 586 5775-a 69S 8200 I �---I-2X4 EXISTING BALLON FRAME - EXISTING STONE FOUNDATION etccgrewrchFrecturecom i 2X3 INTERIOR STUD WALL E } { I I I north GWB FIRE BLOCKING ( BLOCKING 1 t GWB FIRE BLOCKING 1 BLOWN IN CELLULOSE(+/—R-28.5 @7.5") 1 1 I I i 1"SPACE BETWEEN STUD WALLS GWB __- 1 P14, ETAIL DETAIL revision date I D02 CALE: 3/411 1'-0" D01 SCALE: 3/4" = 1'-0" I 0 1' 2' 3' 0 1' 2' 3' 2014-01-04 I drawing date 3 SECTION A-1 0 SCALE: 31800 0 2' 4' 6' . .. . . . .. .. . .. ... .. ��������rs t•4464,94I9t4t�1 t�t�t���t�1�1���t�t�1�t�1�t���t FS FiRil F�-w F�-N Iilillllli �r /3 65 MARKET STREET ❑ Harry Water XYIIYYYYYIYYIYYYYYYYI N7 Metcalfe Associa es AR C H I T E C T V R E 142 MAIN STREET NOMAMPTON, MASSACHUSEM 413 586 57.75-&695 8200 twm3*metcd?e-archkectur&ccm north revision date 2014-01-04 drawing date SECTION SCALE: 1/4" = 1'-0" 0 2' 4' 81 A-8 65 MARKET STREET +16'-9" +16'-9" Harry Wiater 3ATTIC 3ATTIC F1 N7 +81-91V +8'-9" 2 LEVEL 2 LEVEL Metcalfe Associates ARCHITECTVRE 142 MAIN STREET NORTHAMPTON, MASSACHUSEM 413 586 5775 S 695 6200 twmmetcdAe orchltecfure cam +011 _ ±O 1 LEVEL — 1 LEVEL o -6'-9 -61-9" -1 BASEMENT -1 BASEMENT revision date 2014-01-04 drawing date oo A-7 E3 WEST ELEVATION SCALE: 1/4 = 1'-0'■ 0 2' 4' 8' 65 MARKET STREET Harry Wiater +16'-9" +16'-9 3ATTIC 3ATTIC +8'-91' +8'-9" Metcalfe 2 LEVEL .— .r. .— .r . .— .—. .+ .— — ..— — .+ — .� .— .— . .r .—. .� 2 LEVEL ASS4CICIteS ARCHITECTVRE 142 MAIN STREET NOMA VTON, MA$SAC USEM A 13 566 5775-&695 8200 LIUL h'1R1$$ittflfCdfeKltGRIS6C7U[B.CGfR +gyp _ +Q„ 1 LEVEL 1 LEVEL —6'-911 oo -6'-91" revision date —1 BASEMENT -1 BASEMENT 2014-01-04 drawing date A-6 E2 EAST ELEVATION SCALE: 1/411 1'-0" 0 2' 4' 8' �-����•�����®ice-���a�a--��s-a����_•���_s®���s�� i�����4��r����is�i�-i�R��w�w�������•�w����.��w�w����°���s�i��.�is�•°w�i�-����°���s•����s�����������^ • • ■ I I❑ - I � ■ I ■ ■ th ��-_ ��- ��- fir. �� ��- `r► �v �v ��- �v �v ��- `v �v �v �v �v ��- ��- ��- ��- �v �v �v �v �v �v ' �v�� �v ��_ OHIO,,`` ����`�`` ����►`�`` ����`�`` ����`�`` ``��`�`` ����`�`` ��`�`` ����`�`` ����```` ����```` �,�``�`` ��```` � ----`` �```` `�``` ```` 054 ����````` ��!``~``����````` ♦�`````` ���````� ���````� ���````` fit`````` ��� ```�� �� w� w �w �w�w�•�.�� �_���•���owow��w�ws�� w����������•�.a�A�ws��•�.��w.. •��w���w�.w �e �r ����� Bill MONSOON � I 4ft ; .. me �� ��; ■■■ s■■ 1■- Bonn!MEE! 101 BONN ■_■■ ■■■ I iiiiii■ I 111 I ■iiiiii iiiiii■ m ■iiiiii iiiiii■ � ■iiiiii iiiiii■ — — m — ■iiiiii ■.1 X01 ■ 1 1� ���■ I�■` - qqq.- qqq` qqq.-. qqq- q♦��- qq`.- qqq.- qq`.- qq`.- qqq` qq.�.- qqq- qqq- qq`.- qqq.- qqq` qqq.- �q�.- qqq.- qq`.- `q�- qqq- qqq. qqq.- qqq.- qqq.- q�. qqq.- qq`.- qqq.- ��. ♦♦qqq> q♦qq°> q>qq°> �`q°♦ q♦qq°♦ q♦qq°> q>qq°> q>`q°> q♦qq°♦ q>qq°> gqqq°♦ q♦qq°♦ q♦qq°> q♦qqq> q♦qq°> q♦qq°♦ q♦qq°♦ q♦q� q♦qq°> gqqq°♦ q♦qqq> q♦qqq♦ q♦qq°> q♦qq°♦ q♦qq°> q♦qq°> q♦qq°> q�♦ q♦qq°♦ q♦qq°♦ q♦qq°♦ ° gqqqq>♦° gqqqq♦Q' gqqqq♦°♦ gqqqq♦♦♦ gqqqq♦�►° gqqqq>°° gggqqO° gqqqq♦♦° gqqqq°°° gqqqq>♦♦ gqqqq♦♦♦ gqqqq♦°> gqqqq♦°♦ gqqqq°♦♦ gqqqq♦'♦ gqqqq♦♦° gqqqq♦♦° q�ggO° gggqqO° gqqqq♦°♦ gqqqq>°° gggqqO° gqqqq♦� gggqqO° gqqqq♦°° gqqqq>♦° qqq��° gqqqq>°♦ gggqqO° gqqqq♦°° gqqqq♦ .♦°>°°°° X00°°° qq>°♦°��O♦°° >°°°° >°°°° f°°°° >°°°° ♦°♦°° >°♦°° �°°° ♦°°°° O♦°° >°♦°° ♦°°°° ♦°°°° >°°°° °°°° ♦°♦°° ♦°°°° >°°°° ♦°♦°° O°°° ♦°°°° >°°°° ♦°♦°° O°°° O°°° >°°° '�°� ♦°°°° .qqq .e♦° .Q° ��° .Q♦ .Q►`� ��♦ .��♦ Q♦ �q♦ .�q° Q° ��► , ,~ ♦ ti Z♦ v v �- v � v - - ♦ .Q° ��♦ q0 .�>♦ .��♦ .q♦° -�q♦ -��♦ ->°° .��♦ �qq♦ -�,q♦ /-r,Z� ��� � r b r � ♦ � Q ♦� q♦ q♦ ♦` q> >° ♦� q♦ ♦� ♦� ♦� ♦� ♦� Q` ♦�'� qqq ♦�- ♦� Q� ♦�` >�` qqq �` ♦�` q♦� ♦� ♦�` ��`'%;f�,;1-�:i • • • gqqqq>°♦ qqq♦q° gqqqq>°♦ gqqqq>°° ♦gqqq>°° gqqqq♦♦° gqqqq♦°♦ gqqqq♦°♦ gqqqq♦°° gqqqq>°° gq�gC�♦ gqqqq>♦° gqqqq♦♦° gqqqq>°° gqqqq♦°♦ gqqqq♦°° gqqqq>°♦ qqq♦°° gggql♦° gqqqq♦°♦ gqqqq>°° gqqqq♦°♦ gqqqq♦♦° gqqqq♦°° gqqqq♦°�' gqqqq♦°♦ gqqqq♦°° gqqqq!°° gqqqq♦♦♦-qqq����";gq�q`�r'� • . . .. - ♦♦ >♦qq°°°° gq`gqq♦ gqqq>qq♦ gggqOq♦ gqqq>qq♦ gqqq>°q> qqq>°°>gqqqq>q°♦gggqqOq♦ gqqq♦°q♦gqqqq>°q♦ qqq°q♦ gqqqq♦ gggqOq♦ gqqq♦♦q♦ gqqq>♦q♦ gqqq>♦q> qq>>q♦gqqqq♦♦q♦gqqqq♦♦q♦gqqqq>°q♦ gqqq°♦°♦ gqqq♦♦q♦ gqqq♦qq♦gqqqq♦°q>gggqqq♦q♦gqqqq♦°q♦gqqqq>♦♦♦gggqqO♦°gqqqq♦°°°gqqqq♦ ♦♦°q°° qqO°°° qq♦°°°° qq♦°°°° qqq°°°° qq>°°°° qq♦°°°° qq>°�° qq♦♦♦° qq>♦q°° qq♦♦>° qqO♦°° qq♦q♦°° qq♦♦♦°° qq♦°♦°° ggOq°° q>°°°° qq♦°°°�qq♦♦°° qq♦°°° qq♦♦♦° qq♦♦°°° qq>°q°° qq♦♦°°° gqqqq° qq♦°°° qq♦�°° qq♦q`° qq♦°°° qq♦°°° qqO°° oar_ 65 MARKET STREET E4 Harry Wiater REPAIR FOUNDATION WALL ' ! NEW D UBLE 9 1/2"VERSALAM ! ' ' DOO N POSTAND BEARING PLATE�I ' NEW DOUBLE 9 1/2"VERSALAM NEW POSTAND BEARING PLATE I I ' Metcalfe I I r REPAIR FLOOR � REPAIR LOOR rn REPAIR FLOOR Associates JOISTS ABOVE 4 NEW FLOOR JOISTS ABOVE in JOISTS ABOVE NEW FLOOR ARCHITECTVRE o AS REQUIRED o I JOISTS ABOVE JOISTS ABOVE I AS REQUIRED ' AS REQUIRED T ; - , 142 MAIN STREET E3 °' 20 N NOMAMMK MASSACHUSETTS Ico E2 A 13 586.5775 S 695 8200 Mm3@me1CCffe-0rchftidUre.c0m 10'-4 1/2" 9'-8" 31/2 9'-6 1/2" 6-7- L 4'-10" JOIST SPAN I JOIST SPAN JOIST SPAN I JOIST PAN ( JOIST SPAN north 19'-11" 5 1/2" 19'-11" in co 11'-6" I 8" 7'-9" 51/2" 14'-10" I V--2' 3'-11" N I W D W D N ' 40'-3" revision date 2014-01-04 drawing date E1 A-3 BASEMENT PLAN SCALE: 1/4" = '1'-p 0 2' 4' 8' 65 MARKET STREET E4 7'-8" 8'-6" - zia� 9'-2" 8'-6" ,,�� 7'-8" Harry Wiater N CV CV � r r ih 1'-11 1/2" 1'-11 1/2" 112' 11, 3-9" 4 /2" 6'-7 1/2" 4 1/2" 3' 4 1/2" 4 1/2" 3' 5 1/2" 3' 4 1/2" 4 1/2 3' 4 1/2" W-7 1/2" 4 1/2" -9" 112' 1 5' 41/2" 1'-5" 1'-5" 2'-5" 2'-5" 1'-5" 1'-5" 1/2" 5' Metcalfe N t. N Associates ARCHITECTURE E3 C? 1 142 MAIN STREET NORTHAMPTON, MASSACHUMM �i E2 4 1 3 586 57751&695 S200 W O N W O Na twm30metcdte-arch{ti cdu`e.c" L? N �pm U XIX t�..�m 6 NTYV u? W Q O Q O O ZD �gCO - _ ,� ��U) - 3:U-- o �° north Z0L N Z<O ZQD N zgo Up Q Up Q 1 co - N 8 1/2" 16-5 112" 4 1/2" 3' 51/2" 3' 41/2. 16-5 1/2" 8 1/2" DO 00 °j 7'-4" 7'-6 11", 11'-10 1/2" 716 1/2 7'-4" revision date 8 1/7 40'-1" 8 1/2" 2014-01-04 drawing date E1 A-2 2ND FLOOR PLAN 2. SCALE: 114" 1'-0" _ 0 2' 4' 8' �16P Gc�V 01a r f O 65 MARKET STREET � E4 4'-10" 7'-11 1/2" 15'-11 1/2" 7'-11 1/2" 4'-10" 6-11" Harry Wiater exhaust hood to oU tl�0 W 9 $ W 7 2 — — —F— — N — 11 — I — - - — II — — - - F - - - —N 8 1/2" 4'-1" 3'-11 1/2" 2' 1 2"l 1 3' 4 2'-6" 1/2� 3' 112" 3' 4 " 2'-6" 1111" 3' 6 2' 3'-11 1/2" 4'-1" 8 ih I I 1 � N CD� a z _N ll 1 - 1 W ll II wQ Do - 1 i N S X CN - li - 1 Metcalfe m m = Associates'IT 0 1 I REPAIR FLOOR m w x X REPAIR FLOOR "co J JOISTS ABOVE Q ARCHITECTVRE w JOISTS ABOVE 1 AS REQUIRED 1 I w 1 I AS REQUIRED E3 �O 2x8 3 �0 142 MAIN STREET 20"O.C. ` 1 1 I I _ 20"o.C. NOKiHAMPTON, MASSACHUSMS c`W Q �>j 1 I �1 N I13 E2 413 586 5775 a 695 8200 12'-3 1/2" 15'2" 2" w 12'-11 112" EXISTING FLOOR JOIST SPAN m NEW L OR ExlsnN FLOOR 1 SPAN NE L R Q EXISTING FLOOR JOIST SPAN ivrtn3'9ft�etbCllB-aTChifeGfUtB.COrfl 1 1 I o Qi f1101STS OVE JOTS A�pVE � � north � . o WW II I u 1 � T w 4 1/2" ' 13'-7" ZIT 4 1/2" 2'-6" 1/2" 3' 1/2" 3' 2'-6" 1/ " 13'-7" 8 1/2" 5'-11" I _ i 3 I1 II DO D03 CV rn W3 I I 1 1 1 1 W4 5'-7" 3'-11" -101/2" 4'-2" 3'-11" 1 5'-7" 7'-4" 1 f 1 I revision date az — _ 2014-01-04 —�- - — � N - - - - - - - - - - - - drawing date 9 1/2" 1 40'-1" 9 1/24 1 ZE-1 A- 1 (D-,1 ST FLOOR PLAN SALE: 1/4" = 11.0" 0 2' 4' 8' 37. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 38. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 39. 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. 40. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7 41. 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(aD_northamptonma.gov Thank you your cooperation on these tters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 23. 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. 24. Floor joist systems that are not equal to 1%2" nominal dimension must be covered with %" drywall or 5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3 25. 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. 26. 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%" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 27. 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 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 29. Dryer duct maximum equivalent length is 25' less 5' per 900 elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 30. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 31. 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 32. 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. 33. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 34. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%" 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 35. 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. 36. 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. 6. Foundation anchor bolts must be%2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 15. All I-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 17. 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. 18. 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 19. 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 20. 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 21. 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 7Y4" from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8 V, 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. City of Northampton ` k Massachusetts { jt DEPARTMENT OF BUILDING INSPECTIONS ; 212 Main Street • Municipal Building Northampton, MA 01060f��3y�° jt � INSPECTOR Harry E Wiater May 30, 2014 33 Chmura Road Hadley, MA 01035 Subject Location: 65 Market Street Map Block: 32A-048 Mr. Wiater, Your building permit application dated 5-21-14 and plans dated 01-04-2014 have been approved as drawn and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Fire stopping must be done at floor and ceiling levels, every 10'vertically, and to separate all vertical cavities from horizontal cavities. 2. Unit fire separation from the basement floor to the bottom of the roof deck or rated ceiling assembly with draft stopping in the attic above the separation wall. Note mechanical restrictions within fire walls. Fire resistant separation walls must continue to the outside sheathing and through the floor systems. 3. The basement hallway emergency exit must have a one hour fire separation. 4. Collar ties are required in the upper 1/3`d of the rafters. 5. Engineering must be provided for all non prescriptive framing members. 6. All load paths must be continuous and bear on appropriately sized footings/foundations. 7. Plans for the porches in needed before construction, piers sizing, beams,floor and ceiling joist, and rafters.Assumed soil bearing capacity is 2000 Ibs per SQFT. Frost protection must be to 4' below grade. 8. All bathrooms are required to mechanical exhaust. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation of a new Stretch Code. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at.http://pu.blicecodes.cyberregs.com/icod one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC,2009 IMC,2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3.except those in group I soils(table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. The Commonwealth of Massachusetts Department of Indrtstrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/E lectricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: Phone #: 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. F-1 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Q'Remodeling ship and have no employees These sub-contractors have g. E]Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. F-1 Building addition required.] 5. ❑ We are:a corporation and its 10.01 Electrical repairs or additions 3.[� I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHo meowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam 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. M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct. Si ature: Date: .S Z/ Phone# �//�° ��� c� C�%/ //S' — �-2 2!- 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#: ENERGY EFFICIENCY PLAN 2.Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 56 Preliminary Improvement Over 2014 Mass. Reference Home v2: 36.5% Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards,software changes, and other factors. 3. Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s)indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. • Stretch Energy Code compliance • Incentives for the Mass Save Residential New Construction program—Tier II* *= Mass Save Residential New Construction requirements and incentive amounts can change at any time without notice at the discretion of program sponsors. We anticipate, but do not guarantee,that current program requirements and incentive amounts will apply to this project as long as it is completed and inspected by November 30, 2015. As part of these services,CET will verify that your home meets all the requirements listed in the attached Program Description. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date Printed Name: Company: Preliminary Rater:Jamie Callan Date:5121114 Job#: 14-043 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 --areenhomeC@cetonHne.orp ENERGY EFFICIENCY PLAN Project Address: 65 Market Street, Northampton, MA 01060 Right Side Conditioned Floor Area 814 ft Volume 10,561 ft Building Type Duplex Bedrooms 1 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Building Envelope Specifications Used in Analysis Foundation Walls 2" High Density Spray Foam R-13 Grade Slab Floor Existing uninsulated Rim Joist 3" High Density Spray Foam R-20 Grade I Exterior Walls 6"Low Density Foam (R21) Double stud wall with 1" gap Windows&Glass Doors U-value=0.32 SHGC=0.49 Exterior Doors R-5/U-0.20 10.25" Low Density Foam, R-36, grade I Ceilings 2x6 rafters 16 inches on center with 4.25'Continous Blower Door Test* 3.0 ACH50 or better* Thermal Enclosure Checklist Meet all Checklist Requirements as verified by a HERS rater at pre- Sections 3 and 5 drywall and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mechanical Systems Specifications Used in Analysis Heating/cooling Heating/cooling Equipment 11.3 HSPF Mini-split heat pump Water Heating Equipment 2.35 EF heat pump water heater Whole House Ventilation (ASHRAE 62.2) Continuously operating exhaust fan <1.5 sones 24-28 CFM, 25 watts Liahting&Appliances Specifications Used in Analysis Lighting 80%CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR rated (if installed) Dishwasher ENERGY STAR rated (if installed) City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS , z„ 212 Main Street • Municipal Building • „ Northampton, MA 01060 INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached 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 home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, understand the above. (Hom owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date s-.?/- Address of work location �� /YJa�k�?� ,�7�ri•c f o -f1uz,A �,0a� lg1a., Dio r- SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable £ Name of License Holder: H o rr y � W1 Ct � `' (� R- C)0 0 5-cO i3 L, License Number 33 Ch "tt.rro Rd. [a• Olt ca S'- 031oyZ20/G Address Expiration Date —� yis- s'�'6 - e8`.r6 Signatur Telephone 9.Regisfered Home Improvement Contractor Not Applicable £ 44. / 772 Z 3 Company Name Registration Number .T3 � /D //–/S-- 2 a Address Expiration Date Telephone 'L11T"M-0?836 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....... E No...... £ 11. =� Dome 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 ❑ ReplacementW'dows Alteration(s) �7 Roofing ❑ Or Doors LJ Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[:d' Siding[Cf Other[0] Brief Description of Proposed 1 Work: 1Te'V.V0-.ff-- -2-400 Qa.r.. �v STAG b� SiDe �ioQr'!f'Nt�Gre.7"s Alteration of existing bedroom /Yes No Adding new bedroom Yes ✓ No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa If New hawse and or-addition to exlsttnq Hou'sing', complete tfe:followlng: a. Use of building:One Family Two Family ✓ Other b. Number of rooms in each family unit: Two Number of Bathrooms �Z c. is there a garage attached? A/O d. Proposed Square footage of new construction. Dimensions .Z O x If 2 e. Number of stories? 7ti o f. Method of heating? 140...4' PO pl es F tt, f s u Fireplaces or Woodstoves 00 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction W o0 0 i. Is construction within 100 ft. of wetlands? Yes r/ No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade L To 4. G k. Will building conform to the Building and Zoning regulations? ✓ Yes No. I. Septic Tank City Sewer 0"' Private well City water Supply ✓ SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date i 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 Signature of Owner/Agent Date �������A�'_3 406'/-,ArJ1 J-0�� Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomptete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Rear Building Height Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved #of Parking Spaces L—J (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO «� ­ �NK �~� x~~� �� � DONTKN0� �� YE� IF YES, date issued � IF YES: Was the permit recorded at the Registry ofDeeds? �� NO �� DON7KNOYV 0 YES C) - - --- IF YES: enter Book Page end/or Documpnt# | �� B. Does the site contain abrook, body uf water orwpdands? NO ��/ DON7KNCA� �~� YES «~� IF YES, has permit been or need to be obtained from the Conservation Commission? Needs tobeobtained =��-� Obtained �~�~�� Date� ' . C. Do any signs exist on the pooperty �� ��� YES «�� NO ��, IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES »~~\ NO IF YES, describe size, type and location: ^ } E. Will the construction activity disturb(clearing,gradingexcavation,ur filling)over 1 acre orinit part ofa common plan �ha�wi||dioturbover1aons? YEO � ) NO N�� ' `�/ °�, IF YES,then a Northampton Storm Water Management Permit from the DPW Is required. ^ — .*shy City of Northampton �tuS oPe �� Building Department 212 Main Street Seyvert4��it���� MAY 2 2 2014 Roam �0 vVat �eA �lll7r x ., orttlampton, MA 010i0is4ni' ttrvl�Plars� , lectnc, Pfumunq Gas nspec io s 3-587-1240 Fax 413-587-1272 °` '� 0 A-,01060 -h-WrSpec+ v APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ORE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION This seotiort t®be comple#edl by offace 1.1 Property Address: p a JM A- 7' s 7` Ma fa �Or f�ti�.-�p ✓tea. _N-ohs ._, tflverlayv Disfrot F Elm St-t3lstr�ct , ..w- _�$Dlsirlat _r =. SECTION 2-PROPERTY OWNERSHIPJAUTHORIZED AGENT 2.1 Owner of Record: 14trr14 A), & Re-et. .,v T3 121a p!o, C' Name(Prin Current Mailing Address: Telephone Signature ��.5 — S8� g S to 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCT16N COSTS Item Estimated Cost fDollars)to be Official Use Only completed by ermit applicant 1. Building o� (a)Building Permit Fee g O 2. Electrical oo (b)Estimated Total Cost of O d Construction from 6 3. Plumbing / Q D ° . Building Permit Fee 4. Mechanical(} VAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) $' ,-O ° Check Number This Section For Official Use Only Building Permit Number: Bate Issued: Signature: Building Commissionerfinspector of Buildings Date File#BP-2014-1229 APPLICANT/CONTACT PERSON HARRY E WIATER ADDRESS/PHONE 33 CHMURA RD HADLEY (413)586-8836 Q PROPERTY LOCATION 65 MARKET ST MAP 32A PARCEL 048 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildiny Permit Filled out Fee Paid Typeof Construction: CONVERT TO SIDE BY SIDE 2 FAMILY REPAIR FLOOR JOISTS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 000563 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO TION 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 Demo it' n e y 7 - a �y Signature of Building Officia 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. 65 MARKET ST BP-2014-1229 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32A-048 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: renovation BUILDING PERMIT Permit# BP-2014-1229 Project# JS-2014-000704 Est.Cost: $125550.00 Fee: $753.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: HARRY E WIATER 000563 Lot Size(ssg.ft.): 20429.64 Owner: WIATER JOHN E TRUSTEE Zoning URC(100)/ Applicant: HARRY E WATER AT. 65 MARKET ST Applicant Address: Phone: Insurance: 33 CHMURA RD (413) 586-8836 (� HADLEYMA01035 ISSUED ON.6/2/2014 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONVERT TO SIDE BY SIDE 2 FAMILY, REPAIR FLOOR JOISTS 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 6/2/2014 0:00:00 $753.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner