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65 MASON ST - BUILDING INSPECTION h The Commonwealth of Massachusetts } I .r .� Department of Public Safety \la>s Ichuwtls Slate Building Code l%80008)Seventh Edition / City of Salem { Building Permit Application for any Building other than a I-or Z-FamilyDwelling 1lJ (This Section For Official U.e Only) Building Permit Number: Date Applied: Building Inspector: ' SECTION 1:LOCATION(Please indicate Block M and Lot It for locations for which a street address is not available) S /%av,? S'/ S�2je" /'7a- 0/9,.o No.and Street Cit\• /Town Zip Code dame of Building(if applicable) SECTION 2:PROPOSED WORK If New Construction check ere O or check all that apply in the two rows below Existing Building❑ Repair Alteration Addition 0 Demolition O (Please fill out and submit Appendix 1) Changeof Use ❑ 1 Change of Occupancy ❑ 1 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes No 0/ Is an Independent Structural Engineering Peer Rr tew required? Yes 0 No f3' Brief Description of Proposed Work: I iylcc�i7, far r es!– !' /i?Sf ii< �M op SAC&t (oerF u!H- /:, f4 / arra.-.•. et✓ S Burr /W'472 / SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Evaluation is enclosed(See 780 CMR 3402.0) 0 Existing Use Group(s): Proposed Use Group(s): r Existing Hazard Index 780 CMR 34: Proposed Hazard Index 740 CMR 34: SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) O / SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 O A-2r ❑ A-2nc❑ A-3 O A4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F: Facto F-I 0 F2❑ H: High Hazard H-1 O H-2 O H-3 O H4❑ -5❑ I: Institutional I-1 ❑ I-2 ❑ 1J O I-4 O M: Mercantile 0 R: Residential R-10 R-2 O R-3 V R-4 0 S: Storage S-1 ❑ 5-20 U: Utility❑ Special Use 0 and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA Ill 13 IIA ❑ fill IIIA0 1118 E3 IV O 1 VA (3 VB Cl SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details an each item) Water Supp Flood Zone Information: Sewage Disposal: :\trench wt ut be Licen,ed Disix,saI Site Trench Permit: Debris Removal: , t Public Check tt outade•Fl,wai Lone❑ Indicate municipal' G (, rrequiredur trench .,rc,peafc.—7---- I'rtvate❑ or mdenuA'Zone:_ ,run ,it,v,tem 0 permit n cnel,, aNi 0 1 liailroad right-of-way: Hazards to Air Navigation: din f hA",., t-,• .m,.......14, N.•..•..; \ot .\ppl,cal+le 0 I,}truouw n nhm airport appn uch arra' h their rex let%cnntplewd.' ..r e nnvnt to 14 11111 VIXIO.ed❑ }e.❑ ..r No❑ }'r.❑ \o ❑ SECTION 8:CONTENT OF CERTIFICA rE OF OCCUPANCY L.Illb ql nlliglt' _.___ L•P IrinL1l,1.1: f\pvm(.nn.truition: l)riupant Load pur IInur I)or,thr budJ u+t;:ontatn ao SpnnV.ler Se.lem'' Spraal Supulaunn.' T(0 ft rl� �n 1 SECTION 9: PROPERTY OWNER AUTHORIZATION Nameand,%, res+ HProperty Owner Name(Print No.and Street C ih/Town Lip Pri,perf\ 0%%ner Contact Information /'V /7krh , F �� /)OWI iggLe- Title Telephone No. (business) Telephone No. (cell) a-mad address If applicable, the jvoperty owner hereby authorizes �jz{(cu/ r./r^IT>^, �4 S(.rr^�.�-..�riG(/+ri� /iT'-•�a'�2 /'ate /7//�S Name Street Address City/Town State Zip to act on the ro t-ttv owner's behalf,In all matters relative to work authorized by this building permit a pplication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) (If building is less thin 35,(1W cu.It.of endoad< ace and/or not urnler Construction Control then check here O and skip Section IU.t 10.1 Registered Professional Responsible for Construction Control �n / ✓� (99sa oy5/ ao�/;,Fo�..r11d;,��cu' Jo>9£f3 Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor /I/ klw . CoA�?,si /OLmpany Name: //� l/�On rr /0.�/�3 /A, Name.Hof Person,Responsible for Construction License No. and Type if Applicable �O fi�c,�r,M 11, Ai IM, 'f/ /J /A O• Street dress ity/TownState Zip / /20I-S74 i n.� l u��/r/r/S�& C� Telephone No.(business) Telephone No.(cell) - e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes 0 No O SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE ' Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)=S �� /'✓c�CJ "� 1.Building $ &<w-"� Building Permit Fee=Total Construction Cost x_(Insert here 2. Electrical S appropriate municipal factor)_$ 3. Plumbing $ r 4. Mechanical (HVAC) $ Note:Minimum fee=S_r,[,_(contact municipality) 5. Mechanical (Other) S Enclose check payable to / ',Ito 6. Tota I Cost S /S'-GYiU•Zj•d (contact munici alit )and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT BY entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applicahun is true and accurate to tl est of my ge and understanding. / I'le,p.clpant ami/�i);n n.pmr L/ � ride Bleph,. e No. Date II ?In•rt .\d.ires C`it\;'TT.wn St Ip Municipal Inspector to fill out this section upon application approval: \a Date ( �1 � G5' ✓�e "[Ot�rrr�n�o�?.usP ' �r �/��IzddaC�2tld Office of Consumer Affairs usiness.Regulation 10 Park Plaza 5170 Boston, Mas etts 02116 r Home Tmprovement� , or Registration Registration: 164865 Type: individuat Expiration: 11!30/2011 Trs 201174 ANDREW J. BALBONi ANDREW BOLBONI w 10 SUMMIT AVE. 4 ::I EW.ERLY:MA.Q1.91- — . — 4 Update Address and return card Mark reason for change. 0 Address Ej Renewal I] Employment 0 Lost Card DPS-CAI O 501,44W/04-G101216 Office of Consumer Affairs&Bmiatas RegulationL orregistrationvalid for individul ase only HOME IMPROVEMENT CONTRACTOR befo the ezpiratioa date If found return to - RegiahatlotK. .,.16d885 Consumer Affairs and Business Regulation 1 a -Suite 5170'- - Exptration :YIf302011 Tr# 291174 .lyfp 02116 :.• TYPa Irofiutduai :, Nig '^ ,ANDREW 1 BALBOAO - ../ ." •, ANDREW BOLBONI 10 SUMMIT AVE BEVERLY,MA 01915' ' Uadcraeerelary ,,,. Not val' without sigaatare .'^ Office of Consumer Affairs '' iness Regulation 10 Park Plaza,- 5170 P` Boston, Mass ac ett;s'42116 Horne Improvement or Registration Registration: 165998 Type: LLC' n r 6cpiration: 4/132012 Tr# 295827 NORTHWIND BUILDERS LLC. ANDREW BOLBONI 10 SUMMIT AVE. UNIT 1 BEVERLY,.MA.41915 — --_ Update Address and return card.Mark reason for change. [] Address [� Renewal Employment © Lost Card DPS-CAI 0 5010144 04Q101218 OHieelCo�ti8�d(ebb� - or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR > reihe expiration date.If found return to: Registration :.165998 Type: dffideof Consumer Affairs and Business Regulation Expiration 4/132012 LLC lI�]iiaE {ds•"Suite 5170 6111Q216. IIND BUILDERS t:LC ANDREW BOLBONI -x •r_• 10SUMMrTAVE.UNITS- gid'✓•`-,e�5.&_.-_. BEVERLY,MA 01915 Undersecretary - ^" Nof va d w out signat Massachusetts - Department of Public Safeti Board of Buildin-, Rv_ulations and Standards Construction Supervisor License License: CS 103983 Restricted to: IG ' M� v ANDREW BALBONI 10 SUMMIT AVE UNIT 1 BEVERLY, MA 01915 Expiration: 7/342013 ('onunivvioner • Tr#: 103983 29116211a t1140�3Q19 .H�r,ffi`t 44 ow 4 n O N ®First Floor Plan - - - - - Scale 1/8"=l'-O" ❑ HEI ® � El Existing Conditions Scale 1/8"=T'-O" Ken Walsh Design/Build W H I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 65 Mason Street, Salem MA 01970 Tel (603) 401-8211 Note Contractor shall be responsible for compliance with all Federal, State and Local Codes. Drawing Dimensions may be altered depending on conditions in the field. f ! J II I / r I I ( / / r / r ! r •< J / xisting Conc Up 7 Risers @ 7.5"- Slab;/ "' r / !^ • r r r r / / r / r / / _ ___ -----------___--- ------_------------ _____ -J Y�'f� J-j r \ \ l \ N N ` ` Up 12 Risers @ 7.5" \o \ \ f ! \ \ \ ( / J J / 8'-10 1/4" 8'-7 5/8" - __________�_____________ ___________________________ 4'-7 1/2" 5'-4 5/8" 4'-7" First Floor Plan Scale 1/4"=1 '-0" 0 i7 I ! . r / l / ! / \ \ \ \ \ AAA \ 9'-31/4" /�`^ ;,;Existing Conc Slaky;+;+;+;+;+ H _ i � M8'-71/2" r / I r / r / J1r + / r ! ! ! + J / / I 12 I/ /O l/) / ! r ! r 1 P ! I F ! ! I F ! I 8'-7 1/2" 1V-0 1/4" 4'-4 3/4" 5'-4 5/8" 4'-4 1/4" 33'-9 1/4" Foundation Plan Scale 1/4"=l '-O" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 65 Mason Street, Salem MA 01970 Tel (603) 401-8211 0 0 is in `m m 5/4 x 6 PT Decking m Down 7 Risers @ 7.5"= i" 1p � Down 12 Risers @ 7.5"—� IV Note m " Contractor shall be responsible for compliance with all Federal, State and Local Codes. 19'-8 1/4" 4'-41/4" 4'-9 1/8" Drawing Dimensions may be altered depending on conditions in the field. Second Floor Plan Scale 1/4"=1 '-0" 0 4 2x10 PT Joists 16"OC 6'-10" 2x10 PT Joists 16"OC M ^' v m 3/2x10 Built Up Beam m m r. 8'-11 1/8" 8'-7 1/2" 2'-1 3/4" 10 3/2x10 Built Up Beam 19'-81/4" 4'-113/8" 4'-91/2" 4'-111/4" Second Floor Framing Plan Scale 1/4"=l '-O" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 0 0 4._2., m I 5/4 x 6 PT Decking Down 6 Risers @ 7.5"=y m — — — 8'-101/4" — — 8'-71/2" own 7 Risers @ 7.5 1 " 5/8 Note L - - - Contractor shall be responsible for compliance 25'-61/8" 4'-91/8" with all Federal, State and Local Codes. Outline of Roof Above Drawing Dimensions may be altered depending 3rd Floor Plan on conditions in the field. Scale 1/4"=l '-O" Lr m m 200 PT Joists 16"OC v m 2x10 PT Joists 16"OC a 3/2x10 Built Up Beam 8'-11 1/8" 8'-71/2" 6'-10' 11 3/4 o--T3/2x10 Built Up Beam 25'-4 3/8" 4'-11 1/4" 3rd Floor FraminQa Plan Scale 1/4"=1 '-0" Ken Walsh Design/Build W.H.LC.H. PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 8'-2" 8'2" 14'-0 3/8" Built Up Microlam (sized by Supplier) Built Up Microlam U (sized by Supplier) 31 N N _Match Existing Deck_ II m m N 0 m Remove & Patch to match --------------- v Existing Window Match Existing Deck e Y m IF m N m -m West Elevation Scale 1/4".1 '-0" Ken Walsh Design/Build WHICH PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 Simpson U26-2 Double Joist Extend Existing Roof 1'-4 1/4" Extend Existing Roof Hanger Nail all holes w/10dx1 1/2" V-4 1/4" Nails Simpson H10-2 Hurricane Tie Hanger Nail all holes w/1 Ddx1 1/2" Nails AZEK PVC Trim Add 2x6 to each existin Raker Built Up Microlam Simpson U26-2 Double Joist (sized by supplier) Hanger Nail all holes w/10dx1 1/2" Add 2X6 to each existing AZEK PVC Trim Nails 1 Rafter 2x6 Top Rail 2x6 PT Simpson H10-2 Hurricane Tie C No Greater Than 4"Apart Hanger Nail all holes w/10dx1 1/2" Built Up Microlam do 2x2 PT Balusters 2x6 PT Bottom Rail Nails 1 m (sized by supplier) 5/4 x 6 PT Deckin Simpson ABA66Z Post Base W/5/8"DIA Lag Bok . Lag New 2x1O Pr 2x6 Top Rail 6x6 PT Post Ledger To existing 2x10 PT Rim Let In to 6x6 Posts Box . Studs as per 2/2x10 PT Header Connect to Posts Simpson on U21 O 2x10 w/Simpson HUCQ210-2-SDS ps ' Dist Hanger 2x6 PT L Q 2x2 PT Balusters Deck CX Roof Detail Lail No Greater Than 4" Apart 5/4 x 6 PT Deckin Simpson ABA66Z Post Base Scale 1 "=I '-O" w/5/8"DIA Lag Bolt Lag New 2x10 PT N Ledger To existing 2x10 Pr Rim Let in to 6x6 Posts _ Box or Studs as per2/2x10 PT Header Connect to Posts 2x6 PT Bottom Rail Code. Simpson U210 2x10 w/Simpson HUCQ210-2-SDS oist Hanger M 2x10 PT Joists 16"OC 5/4 x 6 PT Decking Simpson ABA66Z Post Base w/ 5/8" DIA Lag Bolt Lag New 2x10 PT Simpson ABA66Z Post Base Ledg er To existin /5/6"DIA Concrete Anchor 9 2x10 PT Rim Let in to.6x6 Posts it Box or Studs as per Code. 12"Dia Concrete filled Sono Tubes - - Typical Section `' Simpson U210 2x10 " Joist Hanger 2/2x10 PT Header Connect to Posts Scale 1/4"=l'-O" w/ Simpson HUCQ210-2-SDS Ken Walsh Design/Build W.K .C.H. PROPERTIES PO Box 454 Windham, NH 03087 65 Mason Street, Salem MA 01970 Tel (603) 401-8211 I I N - - I ®First Floor Plan Scale 1/8"=1'-0" LI ■ Existing Conditions Scale 1/8"=T'-O" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 Note Contractor shall be responsible for compliance with all Federal, State and Local Codes. Drawing Dimensions may be altered depending on conditions in the field. M r / • / ! r r / / / r r I / / ' \ \ \ \ \ \ \ xisting Conc Slab`; Up 7 Risers @ 7.5"-m - \ \ l \ N N Up 12 Risers @ TY, \p \ h Y \ t 8'-10 1/4" 8'-7 5/8" 5'-45/8n _ 4'.7" First Floor Plan 4 Scale 1/4"=1 '-0" 0 9'-31/4" +`a ;:,Existing Conc #All \ \ v \ \ \ v v v \ v v \ \ \ \ n \ \ \ / • ♦ / / / r r r / r r / r ! � r r / / r t_ ___ ---------- 4 _______ _ 15'-93/8 _______ am- �I� 8'-71/2" " i v • \ \ \ v v { \ \ \ \ v \ v \ \ \ v \ h \ \ } v v \ v \ \ v • h \ / / • / / / •Ir r r / / / / / r r / r e / �� �x �/Y)//l// ' _ I 8'-7 1/2" 11'-0 1/4" 4'-4 3/4" 5'-4 5/8" 4`41/4" 33';9 1/4" Foundation Plan Scale 1/4"=V-0" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 ih 5/4 x 6 PT Decking Down 7 Risers @ 7.5"—:-c2 m o F– d M Down 12 Risers @ 7.5"-� N � . Note " Contractor shall be responsible for compliance with all Federal, State and Local Codes. 19'-8 1/4" 4'-4 1/4" 4'-9 1/8" Drawing Dimensions may be altered depending on conditions in the field. Second Floor Plan Scale 1/4"=I '-O" b o m m 2x10 PT Joists 16"OC e c., 2x10 PT Joists 16"OC "a m 3/200 Built Up Beam m 8'-11 1/8" 8'-7 1/2" 2'-1 3/4" 3/2x10 Built Up Beam 19'-8 1/4" 4'-11 3/8" 4'-9 1/2" 4'-11 1/4" Second Floor Framina Plan Scale 1/4"=l '-O" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 65 Mason Street, Salem MA 01970 Tel (603) 401-8211 — f 8'-2.. 8--2- 14'-0 3/8" Built Up Microlam (sized by Supplier) Built Up Microlam Ll (sized by Supplier) N N — — _Match Existing Deck_ T IF N B m Remove & Patch to match a a Match Existing Deck Existing Window a a M m � m ro m West Elevation Scale 1/4"=I '-O" Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 65 Mason Street, Salem MA 01970 Tel (603) 401-8211 _ J V O O m � 4•-2.• 5/4 x 6 PT Deckin Down 6 Risers @ 7.511- m U IF M 0 - 0 m L r 8•-7,/2" 6'-9,/2"_,'-„/4” own 7 Risers @ 7.5"— 1 5/8" N Note L - - — - - - - Contractor shall be responsible for compliance 2s-61/8" 4'-9,/8" with all Federal, State and Local Codes. utline of Roof Above Drawing Dimensions may be altered depending 3rd Floor Plan on conditions in the field. Scale 1/4"=1 '-0" 0 0 2x10 PT Joists 161.0C m m m a m m 2X10 PT Joists 16110C a m 3/2x10 Built Up Beam 8'-11 1/8" 8'-71/2" 6'-10' 11 3/4' —3/2x 10 Built Up Beam Li 25'-4 3/8" 4'-11 1/4" 3rd Floor Framing Plan Scale 1/4"=V-0" Ken Walsh Desi gn/Build W.H.I. .H. PROPERTIES PO Box 454 Windham, NH 03087 Tel (603) 401-8211 65 Mason Street, Salem MA 01970 / Simpson U26-2 Double Joist Extend Existing Roof V-4 1/4" Extend Existing Roof Hanger Nail all holes w/10dx1 1/2" 1'-4 1/4" - Simpson HI 0-2 Hurricane Tie Nails Hanger Nail all holes w/l Odx1 1/2" AZEK PVC Trim Nails Add 2x6 to each existin Raker Built Up Microlam Simpson U26-2 Double Joist (sized by supplier) Add 2x6 to each existin AZEK PVC Trim Hanger Nail all hales w/10dx1 1/2" g Nails Rafter 77 12x6 Top Rail 2x6 PT Simpson H10-2 Hurricane Tie 2x2 PT Balusters Hanger Nail all holes w/10dx1. 112"No Greater Than 4"Apart g Built Up Microlam 2x6 PT Bottom Rail � Nails I (sized by supplier) 5/4 x 6 PT Deckin Simpson ABA66Z Post Base W/5/8"DIA Lag Bolt Lag New 2x10 PT 2x6 Top Rail 6x6 PT Post Ledger To existing 2x10 PT Rim Let in to 6x6 Posts BoxStuds as per 2/2x10 PT Header Connect to Posts Code.. Simpson U210 2x10 w/Simpson HUCQ210-2-SDS Joist Hanger 2x6 PT Deck & Roof Detail 2x2 PT Balusters No Greater Than 4" Apart 5/4 x 6 PT Deckin Simpson ABA66Z Post Base Scale 1 "=I '-O" w/5/8"DIA Lag Bolt Lag New 2x10 PT tV Ledger To existing 2x10 PT Rim Let in to 6x6 Pasts Box or Studs as per 2/2x10 PT Header Connect to Posts 2x6 PT Bottom Rall Code. Simpson U210 2x10 w/Simpson HUCQ210-2-SDS Joist Hanger 2x10 PT Joists 76"OC 5/4 x 6 PT Decking Simpson ABA66Z Post Base w/ 5/8" DIA Lag Bolt Lag New 2x10 PT Simpson ABA66Z Post Base Ledger To existing 5/8"DIA Concrete Anchor 2x10 PT Rim Let in to 6x6 Posts w/ Belt Box or Studs as per Code. 12"Dia Concrete filled Sono Tubes Typical Section Simpson U210 2x10 Joist Hanger 2/2x10 PT Header Connect to Posts Scale 1/4"=l '-O" w/ Simpson HUCQ210-2-SDS Ken Walsh Design/Build W.H.I.C.H. PROPERTIES PO Box 454 Windham, NH 03087 Mason Street, Salem MA 01970 Tel (603) 401-8211 65 M _