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HomeMy WebLinkAboutBuilding Permit #698-13 - 667 SALEM STREET 4/24/2013TONIN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family �<,11 ❑ ddition wo or more family El Industrial Iteration No. of units: ❑ Commercial Repair, replacement ❑ Assessory Bldg El Others: ❑ Demolition MISeptic .p,Well �+� ,3 ❑ Other No ❑ Floodplarnl ❑�1Ne_tlands, � O Watersh�edjDistrid Fir ;®tWater/Sewer,_ Ut t;K1V 11L)N-vr vvv n 1 v ocLiz rcr�rv�P"nw• S'c z? -(,"o �,J e-- %tl (z!L- e kc- e--- q- a ki- �Identitication Please Type or Print Clearly) OWNER: Name: 0, Phone: Address'. COrNTRACT®RtName�U� - , s 'Add`ress_/� 3 Supe visor s,Constructlon-A (dense , ` _ Home;Improvement License' bo LJ 22��2'© ARCHITECT/ENGINEER 11 Phon Address: Reg. No. FEE SCHEDULE: BULDIWG ERMIT: $12.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BAA,SrED ON $925.00 PER S.F. Total Project Cost: $ FEE: $ o`T � Check No.: ' �2-� Receipt No.: 2.(v dal NOTE: Persons contracting with unregistered contractors do not have access to the gi ra ty fund Signature of Agent/Owne'r Signature of 'contracto Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ S mped Plans El 7g t .�-.. 1 ^4 [^aid' zn'. T, •TCJ/1 :�1„7// -s-- :'� i""�trrPOH ,kd, / ✓4 Date.. 4 H -» ARCHITECT/ENGINEER 11 Phon Address: Reg. No. FEE SCHEDULE: BULDIWG ERMIT: $12.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BAA,SrED ON $925.00 PER S.F. Total Project Cost: $ FEE: $ o`T � Check No.: ' �2-� Receipt No.: 2.(v dal NOTE: Persons contracting with unregistered contractors do not have access to the gi ra ty fund Signature of Agent/Owne'r Signature of 'contracto Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ S mped Plans El 7g Building Department The following is a list of the required forms to be filled out for the appropriate. permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits u Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products MOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products gOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the app; al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm;ated with the building application Doe: Doc.Building Permit Revised 2012 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEVWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. Swimming Pools 0 Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORI1i11 . DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS r c Zoning Board of Appeals: Variance; Petition No: Zoning Decision/receipt submitted yes _ Planning Board Decision: Com Conservation Decision: Commen Water & Sewer Connection/Signature & Date Driveway Permit DPW Towz_, ]Engineer: Signature: Located 384 Osgood Street FIRE 'DEPARTMENT - Temp Dumpster on site yes no Located at'124 MainStreet Fire Depa�met signature/date COM MENTS - Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector IYes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A>F and G min.$100-$1000 fine NOTES and DATA — (For department use Q Notified for pickup - Date Doc.Building Permit Revised 20T0" M. Location w `� �✓ """ c(� No.Y 10 Date 1104110 10 Check #� 26319 TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee 'f$ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ ez �- � � Building Inspector 7 2� iTa k® MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 314434-1200 Re: 657019 MOYNIHAN 4-8-14 BC The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Boise Structural Solutions. Pages or sheets covered by this seal: I22086164 thru 122086166 My license renewal date for the state of Massachusetts is June 30, 2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. P�ZN of MAss90 XUEGANG tiG N Ll U a STRUCTURAL vii No.43283 9 o Q pOc� FG/STER� VVV' April 9,2014 Liu, Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TP1 1. Job Truss Truss Type Qty Ply MOYNIHAN 4-8-14 BC PLATES GRIP TOLL 50.0 Plates Increase 1.15 TC 0.69 122086164 657019 001 SCISSORS 5 1 A_PMT_E125957_3118120144:41:22PM Vert(TL) -0.63 9-10 >336 180 TCDL 10.0 ' Rep Stress Incr Job Reference (optional) Boise Structural Solutions, Biddeford, ME 04005 7.520 s Apr 12014 MiTek Industries, Inc. Wed Apr 09 07:34:012014 Page 1 ID:cZMhV7vckWoZGfv9Fx_CJeyemEb-BIObvJ7F 149K?Vw8ziaDnk01fkO71BIGCsN4fzSVaq _1-11D!4-1-9 13-10.11 18-0-4 A9 -0-4i 1-0.o 4-1-9 4-10.9 4-1x9 41-9 1-QO 4x6 11 8 10 4X6 4X6 Scale = 1:49.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 50.0 Plates Increase 1.15 TC 0.69 Vert(LL) -0.24 8-9 >865 240 MT20 169/123 (Roof Snow=50.0) Lumber Increase 1.15 BC 0.76 Vert(TL) -0.63 9-10 >336 180 TCDL 10.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.22 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight: 76 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 SPF -S No.2 end verticals. WEBS 2x4 SPF -S No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-7-11 oc bracing. 2-10.6-8: 2x6 SPF 165OF 1.5E WEBS 1 Row at midpt 3-10,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=1377/0-5-8,8=1377/0-5-8 Max Horz 10=-431(LC 6) Max Uplift 1O=379(LC 8), 8=379(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-11=305/166, 3-12=-1842/252, 12-13=1690/258, 4-13=-1655/279; 4-14=-1655/283, 14-15=-1690/261, 5-15=-1842/256, 6-16=-305/166, 2-10=-469/295, 6-8=-469/288 BOT CHORD 9-10=564/1588, 8-9=-210/1588 WEBS 4-9=-143/1382,5-9=-256/437, 3-9=-256/398,3-10=-1923/360,5-8=-1922/330 NOTES- (10) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-2, Exterior(2) 6-0-2 to 9-0-2, Interior(1) 12-0-2 to 16-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ib uplift at joint 10 and 379 lb uplift at joint 8. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Drawing prepared exclusively for manufacturing by Boise Structural Solutions OF MAS`r'9t? XUEGANG tiG N LIU STRUCTURAL W No. 43283 9 O /STEPF' April 9,2014 A wARMAO-Verity destp. pantmears and READ ROTES ON TNISAMO INQUOED NITEK REFEREALi'>' PAOEMff-7173 lee 112911014 SUMWE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure B the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Cdterla, DSB-89 and SCSI Building Component 14515 N. Outer Forty Suite #300 Salety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Chesterfield, MO 63017 NSauchem Pine (spl lumber is specified, the design wtuesare dune of "ti"06/01/2013 by ALSC Job Truss Truss Type Qty Ply MOYNIHAN 4-8-14 BC PLATES GRIP TCLL 50.0 (Roof Snow=50.0) Plates Increase 1.15 TC 0.68 122086165 657019 002 SCISSORS 6 1 A_ MOHC_E125957_3/18/20144:41:26PM Vert(TL) -0.63 8-9 >335 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) Boise Structural Solutions, Biddeford, ME 04005 7.520 s Apr 12014 MiTek Industries, Inc. Wed Apr 09 07:34:02 2014 Page 1 ID:cZMhV7vckWoZGfv9Fx_CJeyem Eb-fxyz6f7tkKCOy946hgEpl?GZa33SsCLSVscxd6zSVap r1-0-0 -9 4-1 902 131x11 18-0-4 10-0 4-1-9 4-10-9 410-9 4-1-9 4x6 11 7 9 4x6 4x6 Scale = 1:49.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 50.0 (Roof Snow=50.0) Plates Increase 1.15 TC 0.68 Vert(LL) -0.24 8-9 >865 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.63 8-9 >335 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.23 7 n/a n/a BCDL 10.0 Code IRC20091TP12007 (Matrix) Weight: 75 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins, except BOT CHORD 2x4 SPF -S No.2 end verticals. WEBS 2x4 SPF -S No.2 "Except* BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. 2-9,6-7: 2x6 SPF 165OF 1.5E WEBS 1 Row at midpt 3-9,5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 9=1382/0-5-8,7=122410-5-8 Max Horz 9=414(LC 7) Max Uplift9=-377(LC 8), 7=-280(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-305/170,3-11=-1855/382,11-12=-1703/385, 4-12=-1668/407, 4-13=-1668/408, 13-14=-1705/386,5-14=-1857/375, 6-15=-302/94, 2-9=-469/299,6-7=-303/137 BOT CHORD 8-9=-537/1596, 7-8=399/1626 WEBS 4-8=-236/1402, 5-8=-280/398, 3-8=-243/379, 3-9=1930/431, 5-7=-1957/524 NOTES- (10) 1) Wind: ASCE 7-05; 11 Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-2, Exterior(2) 6-0-2 to 9-0-2, Interior(1) 12-0-2 to 14-9-8 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 Ib uplift at joint 9 and 280 Ib uplift at joint 7. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Drawing prepared exclusively for manufacturing by Boise Structural Solutions SN OF M.4 XUEGANG tiG N LIU mi STRUCTURAL co No.43283 9 0 April 9,2014 ,AWARMPxi -Verffy design parameters and READ PATES ON 7NISAND INCLUDED 1417ER REFEREIIKE PAGE N77-7473 rel, 1/29/2014 B9MUSE Design valid for use only with Mlrek connectors. This design is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss design. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding MiTek* fabrication. quality control. storage, delivery, erection and bracing, consult ANSI/IPII quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite 0300 Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandria, VA 22314. chesterfield, MO 83017 HSouth:m Ame (SPf lumber ix spes�ed, Me design values are chose e9active 06/01/2013 by ALSO Job Truss Truss Type Qty Ply MOYNIHAN 48-14 BC SPACING- 2-0-0 122086166 657019 003 GESI 2 1 A_MGE_E125957_3/18/20144:41:22PM TCLL 50.0 (Roof Snow=50.0) Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 Job Reference (optional) Boise Structural Solutions, Biddeford, ME 04005 7.520 s Apr 12014 MiTek Industries, Inc. Wed Apr 09 07:34:03 2014 Page 1 ID:cZMhV7vckWoZGfv9Fx CJeyemEb-78VLK?8VVeKtZJeIFN121CpsGTXjbjGbkWLU9YzSVao r1-0.0 18-0.4 A9-0-4 1-0.0 9-0.2 1-0.01. 4x4 = 24 23 15 14 3x4 % 3x4 Scale = 1:49.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 50.0 (Roof Snow=50.0) Plates Increase 1.15 TC 0.17 Vert(LL) -0.01 13 n/r 180 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.26 Vert(TL) -0.01 13 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 14 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight: 75 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD BOT CHORD 2x4 SPF -S No.2 WEBS 2x6 SPF 165OF 1.5E BOT CHORD OTHERS 2x4 SPF -S No.2 REACTIONS. All bearings 18-0-4. (lb) - Max Horz 24=-431(LC 6) Max Uplift All uplift 100 Ib or less at joint(s) 19, 20, 18 except 24=-630(LC 6), 14=-292(LC 7), 21=-165(LC 8), 22=-153(LC 8), 23=538(LC 7), 17=-165(LC 9), 16=-156(LC 9), 15=-398(LC 6) Max Grav All reactions 250 Ib or less at joint(s) except 24=624(LC 7), 19=537(LC 9), 14=288(LC 6), 20=396(LC 2), 21=322(LC 2), 22=295(LC 1), 23=452(LC 6), 18=397(LC 3), 17=321(LC 3), 16=295(LC 1), 15=311(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=380/360, 5-26=-27/309, 6-26=-20/316, 6-7=-91/419, 7-8=-92/418, 8-27=0/315, 9-27=-79/308, 2-24=-328/346 BOT CHORD 23-24=-241/315 WEBS 7-19=369/0, 6-20=-356/147, 521=-282/186, 4-22=252/188, 3-23=-226/305, 8-18=-356/147,9-17=-282/186,10-16=-252/189 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (14) 1) Wind: ASCE 7-05; 110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C CN OF M4S Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-0-2, Exterior(2) 6-0-2 to 9-0-2, Interior(1) 12-0-2 to 16-0-4 zone; cantilever left and right `s9�1 exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip O� XUEGANG yG DOL=1.60 S N 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry0 LIU Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. U STRUCTURAL cn 3) TCLL: ASCE 7-05; Pf=50.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 No. 43283 4) Unbalanced snow loads have been considered for this design. o .q p Q 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs 90,E FG/STEP non -concurrent with other live loads. FSS/ONAL ENC>\ 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. April 9,2014 pp WARKM -Verify design paramews and READ NOTES ON AUS AND 7haUDED NITER REFEREA17 PAGE NII -7473 res 1/19/2014 OEFORF(SE Design valid for use only with Wek connectors. This design is based ony upon parameters shown, and is for an individual building component. ®�• Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown -•�YC9 is for lateral support of individual v eb members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII quality Criteria, DSO -89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314, Chesterfield, MO 63017 them P NSouim (sPl hunbes is spec ified, tfre des,On valuezue those etFenire 0'6/atJzolr3 cy A�sc Job Truss Truss Type Qty Ply MOYNIHAN 4-8-14 BC 122086166 657019 003 GESI 2 1 A_MGE_E125957_311812014 4:41:22 PM Job Reference (optional) Boise Structural Solutions, Biddeford, ME 04005 7.520 s Apr 12014 MiTek Industries, Inc. Wed Apr 09 07:34:04 2014 Page 2 I D: cZMhV 7vck WoZGfv9Fx_C Jeyem Eb-bK3kXL97GySkB SDVp5G HrOM 1 OstyKA W IyA52h_zSVan NOTES- (14) 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 19, 20, 18 except (jt=1b) 24=630, 14=292, 21=165, 22=153, 23=538,17=165,16=156,15=398. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 19, 20, 21, 22, 23, 18, 17, 16, 15. 14) Drawing prepared exclusively for manufacturing by Boise Structural Solutions ®WARNING -Vertu designparamews,andREMM1OTESON7WSArMJAKLUDEDMITERREFEREMIPAGENU-7473 lee11291ZO148ff(2 WE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown i•�Y6� is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the WOWerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 14515 N. Outer Forty, Suite #300 Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. Chesterfield, MO 63017 tf SoutAem Pine (SP) lumber is specified ilm design wluesese thoseeflectire 06/01/2013 by ALW n(A Z3 m y Ivv r N °����w{CO�OO'pQo3 • �N�� rtQ �0�c�y°' ossm3Q rOD p`�''Occo MNN o m �o- 3 Cap �m❑0xC m Z X0 M O SOWZQM O2 : DMv'pAmy-� D CO '' n ca y D p�°C5z0 n�a n °CW�� D00 CD 3 no -0 0 o am H _ Ong 3gM- sC o p -20 (0 c.(Z fln � QCC00n -• n .,< D j 0nQ-6069 =a% 5•m o �Q3 N QO 5•07 a-0-� CD(D _QOC :pO 3 3p CDnn p .00❑ 3 m Z 00(ODZ m 'N =3 pg:3o°3m�Q���� m5. m 6 in o�(D g_°a-3 �a (D 0 o0oCoD5oZ Q. aa�Q c7Q on :3Q0� 0 3 - m0�a'u=gn J n� -�Z0� 0 C_00 22Q CD0 0 O -n QL D OO = :.m N❑ CD: -O C 'g v, 0O -O NCNnj�om O�12CD 0Qnfl Q � 77' 5 O 9 C 0 N < O CD mH 70 N n -M c z = a 0 TOP CHORD 3 °� 10A m C ma mcZ 00 cie �aC(D 3Z OVW N C HN �aN A va D� �y =a n C �.m�m 7 71 TN Q fi �p y0 n C�� N� A J n a _n .D :S' N CO W ZL p Z �' O 00 �q. 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N� �� a 3o n O f❑ o m 0 0° 3 CD eL S� C O (D N Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ 32,000.00 m $ - $ 384.00 Plumbing Fee $ 48.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 48.00 Total fees collected $ 580.00 667 Salem Street 698-13 on 4/24/2013 Kitchen Remodel a CA m m m CA y v m _v C � N 0 o CD CL n z� o� Cmc n c� CA O c vCD Q� = % C CD CD o ca --w a. CD c� C' O� �i C I N O CD n O VOLO 71 CD0 CD o c 0==2 o o CZ r 2 CD n O 0 rr Q n 3 M Z o y pPOL y �• T Fn N =• CD 2 5 = C n 0 o y O rf rr=, >OL Ct C S. CD z -a rm- co m 0�`O CD o S' y �� n -L_. O m o rt CD y �. a z� � o� Cc CL — y Q: < CD �' o m y CDcn CD c C7 y o Z `D:J D y D O C.) 0, �1 o =r o x /nCDw W y (D >►�'C c : CD S 3` z � � G7 : CD �! CD Z: r� m c� CL N N W T;u T N � T = T 3 .- C 7 O N O : O S O C ( °o m 3 °—' °/ °—' °—' X, - OQ ago ago 3 OIQ :3•* o ro - Z ( s n (D s s m (D s a N n n M o m V s T m M -9 F O p W n z M m Z 2 zLA m m m D z 7Oo n A r O x O O A 0 P i C CC C C C ; I i _ P Do �� :°° �: m Q i Im a 3 3 >>0/m m i m m mmmo Q a m m U) N m o c m = om3om >=-0.�m m m oii m? o a jf#�j o o 011' ro _ m n w ¢ o r5 °-' m (m a o = m $ n 3 n o=n m m mB<a3 A'' ' Hm m o ��'m�' o - H=^ m fi ® m g o n m f 3 j s n 3 m m m n m m �mBXs�m � L m m m am ti y m C ,� m m Q o c Q T r i o �n 5 m m �amm� �=mW �I m m F8�cfo' o m c m fl n o eons » � O a iD n IX m=m m m moria m 111 m m L = 0— v m m m m m m In m 7 a 'i "oi 'og 295- Qa 0 r:ri=m ngc o a m sm=m m j h g m n v vi m I d' ; t{ cwu m w m m N n V a m o m d m 8 0 o 0 o a, j 3 w o o �' o �w o t Sawthe Co This form satisfies all basic requirements of the state's Home Improvement Contractor Law (MGL chapter 14 2A), but does not include standard Ianguage to protect homeowners. See l:legal advice if necessary. Any person planning home improvements should first obtain. a copy of "A Massachusetts Consumer Guide to Home Improvement" before agreeing to any work: on your residence. You may obtain a free copy by calling the Office of ConsumerAH*s and Business regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3157 or on our website. N e g Company Name O� v ((� L Street Address (do not use aPost Office Box address) Contra or/Sal sperson/ OwnerName Ci //�To/w�n /y� Bus ess Address (must inclu e.a street ad a s) �/.. / � •� � � r-, 1 t� Code State Zip Phone federal Employer ID or Law requires that most ]come improvement contractors have a valid resistration number The Contractor agrees to do the following worIc for the Homeowner: (Describe in detail the worlcto completed, specifyingthe type, brand, and grade of materials to be used, use additional sheets ifnecessa .) Wt of ) �2. Reiluired Permits -the following building permits are required Proposed Start and Completion ScheduIe -'The following schedule will and will be secured by the contractor as•the homeowner's agent: be adhered to unless circumstances beyond the contractor's control arise (Owners who secure their Own Permits'vviu be excluded frOM the Guaranty Fmd. provisions of Date when contractor will begin contracted work MGL chapter 142A.) Date when contracted work will be substantially completed. Total Contract Price and Payment Schedule The Contractor agrees to perform. the work, furnish the material and Iabor specified above for the total sum o£ > Payme will be made according to the following schedule: upon signing contract (not to exceed 1/3 of the total contract p 'c or the ost of special order items, whichever is eater ) $ QV by / / or upon completion of ��- $ by / / or upon completion of $L- upon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) . The following material/equipmentmust bespecial $ to be paid for ordered before the contracted work: begins in order to meet the completion schedule.(°*-) $ to be paid for N®TES: ('") Including all mance charges ('i"1°) Law requires that any deposit or down payment required by the contractor before workcbegins may not exceed the greater of (a) one-third of the total contract price or (b) the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. Express Warranty - Is an eanress warranty beinti provided by the contrne or ? No ❑Yes (tIi terms of the Subcontractors 62—MmIy mast be attached to The contract) The contractor agrees to b.e solely responsible for completion of the work described regardless of the actions of any third party/subcontractor utilized by the contractor. The contractor further agrees to be solely responsible for an payments to all subcontractors for Materials and laborunder_this alzr6ement Contract Acceptance -Upon signing, this document becomes abinding contract under law. Unless otherwise noted within this document, the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. o Don't be pressured into signing the contract. Take time to read and fully understand it Ask questions if something is unclear, Malce sure the contractor has a valid Home Improvement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director ofIlome Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 ParkPlaza, Room 5170, Boston, MA D2116 or by calling 617-973-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage, or aslc to see a copy of a "proof of insurance" document. o Knowyour rights and responsibilities. Read the Important information on the reverse side of this form and get a copy of the Consumer Guide to the home Improvement Contractor Law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business, provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted, by telegram sent or by delivery, not later t of e third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of than midnight this right, DO N•OYSZGN TIES CONTRACT IF TITERE ARE ANY IMAM< SPACE, S!!! Two identical es of the co t must be completed and signed. One copy should go to the homeowner. The other copy sho dbe kept by the contractor. Homeown 's Signa e ontract s ignature Z 'Dat ' Date Contractor .Arbitration The Home Impiovement Contractor Law provides homeowners with the right to initiate an arbitration action (as an 'alternative to court action) if they have a dispute with a contractor. The same right is not automatically affordedto a contractor, however. The contractor would have to resolve any dispute he/she has with a homeowner.in court unless both parties agree to the .optional clause provided below. This clause would give the contractor the same right to �.� arbitration as is afforded to the homeowner by the Nome Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract;.the contractor may submit the dispute to a private arbitration fit -m which h een approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and tha con er shall be required to stitbmi' o h itratio as.provided In Massachusetts General Laws, chapter 1 Homeowner's Signature Contr or Signature NOTICE: The signatures of the pasties above apply only -to the agreement of the parties to alternative dispute resolution initiated by the contractor: The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights A homeowner's rights under the Home Improvement Contractor Law (MGL chapter 142A) and other consumer protection laws (i.e. MGL chapter 93A) may not be waived hi any way, even by,. agreement. However, homeowners. may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and worlananlike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor, all goods sold -in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An ems neration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your eonsumer/homeowner rights, contact the Consumer Information Hotline (listed below). Execution of Contract: The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Pasties are also advised not to sign the document until all blank sections have been filled in or marked as void, deleted, or not applicable. One original signed copy of the contract with attachments -is to be given to the owner and the other kept by the contractor. Any modification to the. original contract must be in writing and agreed to by both parries. Contracted work may not begm -Lmpt both. parties have received a f illy executed copy, of the contract, and the three day rescission period has expired. .Accelerated Payments A contractor may not demand payments in advance of the dates specified on the.payment schedule in cases where the homeowner deems him/herself to be financially insecure. However, in instances where a contractor deems him/herself to be financially insecure, the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information ' If you have general questions or need additional i a.- `crmation about th me Improvement Contractor Law or other consuiuer rights, or if you wish to obtain a free copy of "A. Massachusetts Consumer Guide to Home Improvement" contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Pant Plaza, Room 5170, Boston, MA 02116 617-973-8787, 888-283-3757 or visit the OCABRwebsite at liW://vm,-vv.mass..gov/oc,-tbr/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law, contact: Director of Home Improvement Contractor Registration Office of Consi ner Affairs and -Business Regulation 16 Park Plaza, Room 5170, Boston, MA 02116 617-973-8787, 888-283-3757 or visit the I CC website at burp•//www.lnass.gov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: . htCjr//db. state.• na.us/homeimprovement/Iicenseelist.asp For assistance with informal mediation of disputes or to regisfer formal complaints against a business, calx: Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau 508-652-4.800, 508-755-2548 or 4.13-734-3114 Version 2.1-11/22/2010 '4 'bs 004 xoddy 6uu009 Ileo PUB ua4o3N eoe!dej o3 9M!I pinom jewolsno 71. P �s oop OLIOOU Pje4o!N 989Z MCCUSTE-01 LCARUSO ACORN' CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDNYYY) 4/16/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Salem Five Insurance Services, LLC 445 Main Street Woburn, MA 01801 CONTACT NAME: PHONE FAX 781 933-9048 AIC No �: (781) 933-3100 AIC No): ( ) E-MAIL INSURER(S) AFFORDING COVERAGE NAIC # 7/3/2012 INSURER A:NGM Insurance Co 14788 EACH OCCURRENCE $ 1,000,000 INSURED INSURER B: The Travelers Indemnity Co. INSURERC: McCullough, Steve DBA: Red Tail Construction INSURER D : 733 Turnpike St Unit 192 North Andover, MA 01845 INSURER E: INSURER F AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNEDPROPERTY HIRED AUTOS AUTOS COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WSRADDLSUBR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF (MINDDIYYYY) POLICY EXP MMIDD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE [ OCCUR X Addtl Insd with MPJ1010C 7/3/2012 7/3/2013 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence) $ 500,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 X written contract GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC JECT PRODUCTS -COMPIOPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OWNEDPROPERTY HIRED AUTOS AUTOS COMBINED SINGLE LIMIT Ea acdd.M $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ DAMAGE $ PER ACCIDENT) UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 6KUB0607N76-4-10 4/9/2012 4/9/2013 WCSTATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT 1 $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Carpentry Construction CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Denise and Richard Roche THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 167 Salem St ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE North Andover, MA 01845 ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD