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BUILDING PERMIT %AORTil TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#,:-.I Date Received Date Issued: 1.MP0LR�1ANT: Ap.R �Yit must complete all items on 0"J AW LOCATION ��I0-�JAW OWNER 1 ,. CU4-111 Print PROPERTY OW 6u, " / ,d Print 100 Year Structure yes 110 MAP 60 PARCEL:��_..,._.ZONING DISTRICT: R,3--Historic District yesiir 1 - Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building 4 One family Li Addition Li Two or more family 0 Industrial D AlterationNo. of units: 0 Commercial -- ------------- El Repair, replacement o Assessory Bldg 0 Others: 0 Demolition 0 Other t. tp e #w 4w I�e& 6 `� ,DESCRIPTION OF WORTO BE PERFORMED* aCL Identification- Please Type oi-Print Clearly OWNER: Narne, Phone:fir" Address: Contractor Narne: Phone: �'76' 3 4a _ W _ . — __ _'i T F Email: rr/-' u S ) 0 ff Address: 63 il R 0 k/N fiRili5R/41,02a 01 V'7z> Supervisor's Construction License: 0 Exp. Date: :dLA�, _q L-F-Iorne Irnprovernent License: Exp. Date: ARCHITECT/ENGINEER IA /0Phonej6&�Iey A�i � Reg, No. --J Address:&-&-�--Ep�)' e ->.394 FEE SCHEDULE BULDINGPERMIT.,$12XOPER$1000.00 OF THP TOTAL ESTIMATED COST BASED ON$125XOPER S.E Total Project Cost: $ FEE: $ 6 Check No.: Receipt No.: NOTE: I-Ieisoiiscoiiiiticiiiigivitliuill-cgisteredcotiti,actoi-srlotrot h(tieacce othe g-tiaraii figA '�'IgnatL ................ Plans Submitted D Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL g Pools Sewer TYPE Sewer Tanning/Massage/Body A-it ❑ Swil-nming POOJS Well ❑ Tobacco Sales 0 FFood Paelkaging/Sales El Private(septic tank,etc. El Pennanent Dumpster on Site F1 THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM L/ PLANNING DEVELOPMENT Reviewed On Signature COMMENTS ' ONSERVATION Reviewed on Signature VAC COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments fl Water& Sewer Connection/sil natu Drivewa Permit DPW Town Engineer: Signature: %IIRT',v,ED ,E- PARTME'NT, TempDunter,onsite site Located 384b Osgood Street c-atec1,,',aV'124,,Md Eire, Dea�rtrnent signature/date '� `r COMMENTS," Alra iAORTH -W"ML.Ift &"& A _ " V '� _�.....'.,, 4 ilu No. %00%_ _- � sT h . " Ver Mass, A-O COCP41 KEWICK y1. 7�ADOATED S UBOARD OF HEALTH Food/Kitchen 17ERMIT T L �U Septic System - BUILDING INSPECTOR THIS CERTIFIES THAT �r I�G .............................................................................. ............................................. Alaa�� Foundation has permission to erect .......................... buildings on ...C..... ........ .. . ................................... Rough tobe occupied as ........................ .. ............................. .. ........ .. ... ............ .. chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations.Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR TRUCTIO 10 RoughNLESS ARTS Service 11,6 ........... . ....... "............... ......................... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required t0 Occupy Building Rough Islay in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. REScheck Software Version 4.6.2 fZ Compliance l = a�w m��==��i �� � Project Energy Code: 2012 UECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,5120t2 Glazing Area 1996 Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7Sutton Hill Rd Russell Ahern North Andover, MA 01845 RxACO Compliance: a.omBetter Than Code Maximum UA: 27* Your UA: aro The mBetter u,Worse Than Code Index reflects how close mcompliance the house/,based oncode trade-off rules. /,DOES NOT provide mestimate vrenergy use o,cost relative maminimum-code home. Ceiling l: Flat Ceiling o,Scissor Truss 1'064 49.0 0.0 0.025 28 Ceiling 2: Cathedral Ceiling 460 49.0 0.0 0.022 lO | VVaU z: Wood Frame' 15^D.C. 1'880 21.0 0.0 0.057 87 � Window z:Vinyl/Fiberglass Frame:Doub|ePane with Low-E 285 0.300 86 Window 2:VinykFibeng|assFeme:Doub|e Pane with Low+E zl 0.290 3 Door 1: Glass 35 0.280 IO Door 2: Glass 35 0.300 Il Floor l: All-Wood]oist/rmso:Over Unconditioned Space 1'064 30.0 0.0 0.033 35 Compliance Statement. The proposedbuilding design described his consistent withthe building plans,specifications,and other � calculations submitted with the permit application.The proposed building has been designed tomeet the ZOI2 |E[Zrequirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, - � Name-Title Signature Date Project Title: Report date: 08/13/15 Data filename: D:\Ducuments\RE5check\RKAC07 Sutton Hill Rd. North AndoverMA.nck Pagel of 8 Boise Cascade Single 2 x 10 SPF #2 RafterI Dry I1 span INocantilevers 14/12 slope August 24, 20151115:40 BCCALQODesign Report 18OC8INon-Repetitive Build 4137 File Name: BOCALCProject 15217'% Job Name: Sutton Place Description: Demigne\R01 Address: 7Sutton Place Specifier: GaUnoeStructural Engineering LLC City, State, Zip:North Andover, MAJob 15217 Designer: Dan LGoUnou. PE: 57QANorth End Blvd, Salisbury[N � Customer: Company: phone 978.465,6436 dan|geUnas@oomuaoLnat Code reports: NLGA [Wi .1_—J* 12 h��� � �� °�~� � . ~9 BU 14-00-00 1 Total Horizontal Product Length 14-0 Reaction Summary(Down/Uplift) (Iba) Bearing Live Dead Snow _ B~'^''"-" '' '"' " 467/0 "'' ^ ^ '"' " `"' ' " Live s Load Summary � Tag Description Load Iype Ref. Start End 100% 1 Standard Load Unf. Area(lb/ftA2) L 00-00-00 14-00-00 13 50 16 D&us|oawmm Controls Summary Value %Allowable Duration Case Location Completeness and accuracy vfinput must Poo. (Nomant 1,962 ft-lbs 80.4% 115% 4 06-11-03 baverified byanyone who would rely on End Shear 567 lbs 39.596 115% 4 00-02-08 output uuevidence oysuitability for Total Load DeO' �U32G(U 532" G5'��� n/o 4 O8~11_O3 ParUcu|oraPp|iuoUun.Ou�uthombased / onbuilding oodo-ovoepteddesign Live Load OeO. L/408(0.425") 58.896 n/a 5 00'11'08 properties and analysis methods. N1axOofl. 0.532" 53.296 n/a 4 08-11-03 Installation ofBOISE engineered wood � Span/Depth 17.8 n/a n/a O 00-00-00 products must be/naccordance with � current Installation Guide and applicable � building codes.Thobtain Installation Guide / %/V|pw %A||ow orask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232'0788 before installation. � BO VVoU/P|a(e 2-1/2"x 1-1/2" 585 lbs n/a 36.7Y6 Unopoo|Ood / B1 VVa/Kp|obe 2-1/2"x1~1/2" 585 lbs n/a 367Y& Unspecified BIC Q4LQ0`BIC FRAMER0.AJ6rm. � ALLJ0ST0.BCRIM BOARDru.BCN9. 8O|GEGLULAII SIMPLE FRAMING Morjz.Lengtb Product LengthVERSA-RIM Slope and Cut Length Slope Fascia Depth PLUS@,VERSA-RIII Plumb.Cut with Hanger codbl.top plate^*/2 9`34' /4-00'00 - /o-uu-uu vEn**S/m*mIIvEmSx-u'uuvvare � trademarks ofB iov Cascade uud Notes � PmductsL.L�. . � Design . . Total load deflection criteria. � Design meets Code minimum(L/24U) Live load deflection criteria. � Design meets arbitrary(1" Maximum total load deflection criteria. � Calculations assume Member|aFully Braced. Design based onDry Service Condition. The analysis ofsolid am*n wood members is in accordance with the NOG and is limited to the output shown above. All other support and design for these products, including but not A. limited to notching, connections, installation, and engineer/architect certification is the responsibility ofthe project's design professional ofrecord, Deflections less than 1/8"were ignored inthe results. ' Page of Boise Cascade Single 2 x 10 SPF #2 �ry� i INo 14/12 slope August24, 2015 B{�CALO@ Design Report 1ODCS INon-R*petitima Build 4137 File Name: BC CALCProject 15217-2 Job Name: Sutton Place Oemohption: Deoklns\R02 Address: 7Sutton Place Specifier: Ga|inaoStructural Engineering LLC City,State, Zip: North Andover, [WAJob 152i7 Designer: Dan LGe|inao, PE : 570ANorth End Blvd, Salisbury M Customer: Company: phone 978,465.6436 dmn|QeUnom@oomuaaLnet Code d NLGA Miao' /z 25, OMNI 'm Akwc -141,Ex 1111" 1, IN', BO 12-00-00 B1 Total Horizontal Product � Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO. 2-1/2" 101 /0 40110 B1. 2-1/2" 101 /0 401 /0 � Live Dead Snow Wind Roof Live Ocs Load Summary1 Standard Load Unf. Area(lb/ftA2) L 00-00-00 12-00-00 13 50 16 ! Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% � � Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy"{input must � Poa. yWnment 1.431 ft-lbs 72.596 11596 4 05-11-13 beverified byanyone who would rely on End Shear 484 lbs �37Y6 11596 4 00-02'08 nu�utooevNanxoofaui�b||Uy�r � ' particular application.Output here h000d Total Load DeD' L/523`O'283"/ 34'46 n/a 4 O541-13 onbuilding code-accepted dooi n � Live Load DeO. L/655(0.226") 36.6% n/a G 05-11-13 and methods. K4axDoU. 0.283" 28.396 n/a 4 08-11-13 Installation ofBOISE engineered wood | Span/Depth 152 n/a n/a O OU-OO'UO pmduo�muathein0000�000ewi� � ' current Installation Guide and applicable building�dTbo��n|nda||uUunGuNe � Y6AU�w �A]�� ask questions, � Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. ou vvumnune 2-x2x /-x2 502/us n/a o/.vm u/mpmx"e" B1 VVo|VP|ato 2-1/2"x1-1/2" 502 lbs n/a 31.596 Unspecified BC CALCO,oCFRAMERO.AJSnw. ALL08TO.BCRIM BOARDn^.BC|0. BO|SEGLULAMru SIMPLE FRAMING Hodo.Length Product Length SYSTEMIO,VERSA-LAM@,VERSA-RIM Slope and Cut Length Slope Fascia Depth PLUS@,VERSA-RIM@, Plumb Cut with Hanger todbl.top plate /K12 8'3/4` 12-00-00 12-10~14 vExu/+S/mxmu@.vEmu*-S/uu@are trademarks ofBoise Cascade Wood Notes PmdudmL.L.C. Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. &14; rf". Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based onDry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not44, limited to notching, connections, Installation, and engineer/architect certification Is the responsibility ofthe project's design professional ofrecord. Deflections less than 1/8"were ignored inthe results. Page 1of1 Be CadrR03 �~ "- ��N /1 Ory1opanINooanU/avem |4/i2o|ope �/ u� " / August 24.2O1511:1G:57 8C|CALC09Design Report 20 OCB I Non-Repetitive Build 4137 File Name: BCCALCProject 15217-2 Job Name: Sutton Place DesohpUon: DeoiQno\R03 Address: 7Sutton Place Specifier: GeUnaoStructural Engineering LLC City,State, Zip: North Andover, MAJob i5217 Oam|gnoc Dan LGoUnaa. PE : 570ANorth End Blvd, Salisbury[N Customer: Company: phone 978.465.6436 dan|ge/|naa@comoueLned Code reports: NLGA KV|ao' 12 13 15-00-00 BO B1 Total Horizontal Product Length 15-00-00 Reaction Summary r~~~~ Ur^', `~~/ � Bearing Live Dead Snow Wind o f"Liv � 2-1/2" 158/0 626/0 4� Bi' 24/2" 158/0 628/0 | Live ovod Snow monu Roof Live OCS Load Summary | Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ftA2) L 00-00-00 15-00-00 13 50 20 Disclosure Controls Summary Value %Allowable Duration Case Location � Completeness and accuracy of input must � Pos. Moment 2,823 ft-lbs 71.5% 115% 4 07-06-10 be verified by anyone who would rely on End Shear 761 lbs 28.5% 115% 4 00-02-08 outputas evidence of suitability for here based Total Load OeU. L/422 .441 42.7% n/a 4 07-06-10 particular application.~~ tputon building code-accepted design Lk/a Load OaO. L/520(0.353") 45.4% n/a 5 07-06-10 properties and analysis methods. [WaxOeO. O.441" 44.196 n/a 4 07'06-10 Installation ofBOISE engineered wood Span/Depth 19.1 n/a n/a O 00'00-00 products must bo|naccordance with current Installation Guide and applicable building codes.Thobtain Installation Guide Y6Allow Y6Allow orask questions,please call co (8OO)232-07aabefore installation. BO Wall/Plate 2-1/2"x 3" 784 lbs n/a 24.6% Unspecified Q0 B1 Wall/Plate 2-1/2"x3" 784 lbs n/a 24.6% UnspecifiedBC:AL Unspecified ALU0--'.BCR�W8CFR4N—'-E��'BOARD,w.BAJGnw'|O. BOISE GLULAMmSIMPLE FRAMING Slope and Cut Length Slope Fascia Depth Horiz.Long th Product Length SYSTEM@\VERBA-LAM0,VERSA-RIM PLUS@VERGA.R|M@, Plumb Cut with Hanger todbl.top plate 4/12 9-3/4" 15-00-00 16-00-13 VERSA'STRAND@.VER5A-STUDV9are trademarks ofBoise Cascade Wood Notes PmduutsL.L.C. Design meets Code minimum(L/1 80)Total load deflection criteria. Design meets Code minimum(L/240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based onDry Service Condition. �U �L �X TTheano|ya|oofuo|idomwnwoodmomberm|a |na000rdenoowiththeNDSandisUmihedtothor- �m- '`� ym� HH' output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the ' responsibility ufthe project's design professional ofrecord. m� Deflections less than 1/8"were ignored inthe results. ZZ «�*�~~c�~ � ,� it /�/ v /���,�� ~� ^~ - ^ Page 1nf1 Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Beamk1341 Dry 1 span I No cantilevers 10/12 slope August 24,2015 11:18:55 BC CALC©Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B41 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip:North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: 11-00-00 BO B1 Total Horizontal Product Length=11-00-00 Reaction Summary(Down/Uplift) (Ips) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 845/0 3,300/0 B1, 3-1/2" 845/0 3,300/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 11-00-00 12 50 12-00-00 Controls Summary, Value %Allowable Duration Case Location Pos. Moment 10,469 ft-lbs 65.2% 115% 1 05-06-00 End Shear 3,329 lbs 45.8% 115% 1 01-01-00 Total Load Defl. L/302(0.419") 79.4% n/a 1 05-06-00 Live Load Defl. L/379(0.333") 94.9% n/a 2 05-06 00 Max Defl. 0.419" 41.9% n/a 1 05-06-00 Span/Depth 13.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,145 lbs n/a 45.1% Unspecified B1 Post 3-1/2"x 3-1/2" 4,145 lbs n/a 45.1% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. ) Design meets Code minimum(L/360)Live load deflection criteria. ; Of� , Design meets arbitrary(1")Maximum total load deflection criteria. � Calculations assume Member is Fully Braced. N Design based on Dry Service Condition. �� tii�91��LiAi Deflections less than 1/8"were ignored in the results. c. ,.., i AS 3 994 awn. Y I Page 1 of 2 Boise Cascade Double 1-3/4x9-1/2w VERSA~ 2,0 3100 SP Floor 1 D�� 1 span No � &�2o�pn August �� 2O1S1i�1E�55 BOOALCODm�gnRepo� Build 4137 File Name: 8CCALCProject 15217-2 Job Name: Sutton Place Oomxhption: Deoignu\B41 Address: 7Sutton Place Specifier: Ge||namStructural Engineering LLC City, State, Zip: North Andover, hiAJob 15217 Designer: DonLGa|inao. PE : 57&ANorth End Blvd, Salisbury K4 Customer: Company: phone 978.465.6436 dan|ge||nao@uomoaet.nat Code d EGF-1040 K4isc Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design properties and analysis methods. Installation o[BOISE engineered wood � products must he|naccordance with current Installation Guide and applicable building codes.7oobtain Installation Guide orask questions,please call aminimum =2" c= 5-1/2" (nUO)232-u788before Installation. bminimum =3" d=24" BCCAL 8CFRAMER0.AJGru. Member has noside loads. ALLJO|GT@.BCRIM BOARorm.BC|@. Connectors are: B0GEGLUL8Mr" SIMPLE FRAK�|NG ' 1SdSinkmrNmUn ' ' SYSTEM-� VERSA-LAM0V�RO/�R|� PLUS0' RSA,R|M@. ' � VERSA-STR8ND@,VERGA-OTU0@are trademarks ofBoise Cascade Wood PmdudoL.L.C. � � rP DAMEL L_ STRUCTURAL Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Eeam1E42 Dry 1 span No cantilevers 1 0/12 slope August 24,201511:23:49 BC CALC®Design Report Build 4137 File Name: BC CALL Project 15217-2 Job Name: Sutton Place Description: Designs\B42 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Jab 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: n PEN, BO 12-00-00 B1 Total Horizontal Product Length =12-00-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 579/0 2,093/0 B1, 3-1/2" 508/0 1,807/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 12-00-00 12 50 01-00-00 2 B41 Conc. Pt. (lbs) L 05-06-00 05-06-00 827 3,300 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,003 ft-lbs 81% 115% 1 05-06-00 End Shear 2,594 lbs 35.7% 115% 1 01-01-00 Total Load Defl. L/272 (0.509") 88.3% n/a 1 05-10-01 Live Load Defl. L/345 (0.401") 104.4% n/a 2 05-10-01 Max Defl. 0.509" 50.9% n/a 1 05-10-01 Span/Depth 14.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,672 lbs n/a 29.1% Unspecified B1 Post 3-1/2"x 3-1/2" 2,315 lbs n/a 25.2% Unspecified Cautions � ,,,R��a�tn�fd�� ,4 " 1 Member is insufficient to carry loads for Code minimum Live load deflection at limit of L1360. �a " � Notesy, I r,C,l.h1vs , Design meets Code minimum(L/240)Total load deflection criteria. r . r p- i q.. 1. Design meets arbitrary(1")Maximum total load deflection criteria. � NO, 37 Calculations assume Member is Fully Braced. Design based on Dry Service Condition, r3 Deflections less than 1/8"were ignored in the results. User Notes OK for small deflection overage-Dan LG Page 1 of 2 � Boise Cascade Double 1~3/4= x9-1/2mVERSA~ 2~0 3100 SP Floor Beam\1342 Ory1 span INocantilevers 10/12 slope August 24,201511:23;9 BC CALC@Design Report Build 4137 File Name: BC [ALCProject 162i7-2 Job Name: Sutton Place D*aod[t|un: Deo|gnoU942 Address: 7Sutton Place Specifier: Ge||neaStructural Engineering LLC City, State, Zip: North Andover, N1AJob 15217 Designer: DanLGe||nao. PE : 579ANorth End Blvd, Salisbury/N Customer: Company: phone 978.465.6436 danigdinoo@oomcaat.nat Code reports: ESR-1040 Mioo' Connection Diagram 0Ymz|msunm Comp|e�nsmoand anoumcynfinput must boverified byanyone who would rely nn output auevidence nfsuitability for pa�ou/arupp|/ooUon.Ou�uthere based ' on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be In accordance with current Installation Guide and applicable building codes.Tbobtain Installation Guide o,ask questions,please call aminimum =2" o= 5'1/2" (800)202-V70ebefore installation. bminimum =3" d=24" BCCAL BCpRAMER@,AJSnm. Connection design assumes point load |otnp-|oaded. For connection design cfside-loaded ALLJD|8TO.gCRIM BOARDrm'BCN9. point loads, p|aa�eoonau|taL�chn(oa|rapneaentahv*orprofeaniona| of�econd. B0GEGLUL8Mrm.SIMPLE FRAMING ' 8YSTEM0 VERUA'LAM0VER� R|M K4ambarhas noside loads. PLUG0. 'RGA-R|M@. ' � Connectors are: 1SdSinker Nails VERGA,GTRAND0\VER8A,STUD@are trademarks nfBoise Cascade Wood PmduotsL.LC. � | DA | � � � � | | | � � � � � � Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor Seam\1321 Dry 1 span No cantilevers 1 0/12 slope August 24, 2015 11:57:03 BC CALC®Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs1B21 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City,State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: ESR-1040 Misc: FFTI r,. x 08-06-00 BO B1 Total Horizontal Product Length=08-06-00 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 4,165/0 1,571 /0 B1, 3-1/2" 4,165/0 1,571 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 08-06-00 70 20 14-00-00 2 w2 Unf. Lin. (Ib/ft) L 00-00-00 08-06-00 80 n/a Controls Summary value %Allowable Duration Case Location Pos. Moment 10,910 ft-lbs 78.2% 100% 1 04-03-00 End Shear 4,274 lbs 67.7% 100% 1 01-01-00 Total Load Defl. L/380 (0.254") 63.2% n/a 1 04-03-00 Live Load Defl. L/523 (0.184") 68.8% n/a 2 04-03-00 Max Defl. 0.254" 25.4% n/a 1 04-03-00 Span/Depth 10.2 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,736 lbs n/a 62.4% Unspecified B1 Post 3-1/2"x 3-112" 5,736 lbs n/a 62.4% Unspecified t Notes ww�tea,. Design meets Code minimum (L/240)Total load deflection criteria, qp Design meets Code minimum (L/360) Live load deflection criteria. °� twtlit l i �IA AS Design meets arbitrary(1")Maximum total load deflection criteria. I..a II`AJRi° Calculations assume Member is Full Braced. '°iLi� .'IF ` Y ,. o33%44 Design based on Dry Service Condition. : Deflections less than 1/8"were ignored in the results. uw Page 1 of 2 Boise Cascade Double 1~3/4* x 9-1/2" VE2,0 3100 SP Floor 1 ��� 1 apan � NooanU�vem � O/12e�pe Augu� �� 2O1511�S7�O3 8OCALCODao�nRepo� Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place OaeurpUon: Doeigno\B21 Address: 7Sutton Place Specifier: (3eUnoaStructural Engineering LLC City, State,Zip: North Andover, N1AJob 15217 Designer: OonLGe|/noa. PE : 570ANorth End Blvd, Salisbury M Customer: Company: phone 978.465.6436 dan/geUnaa@oum000t.net Code reports: ESR-1840 K4|oo' Connection Disclosure Completeness and accuracy vfinput must bnverified byanyone who would rely on output anevidence ofsuitability for particular || d n Output hbased on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building To obtain mmoonnon*u/oo orask questions,please call aminimum =2" o=5'1/2" (V00)zoo-o788before Installation. bminimum = 3" d =24" BCG4LQO.BCFRAMERy AJGrw. � Member has noside loads. ALLJ0GTO.8CRIM BOARDn^.BCIQ. BOISE SIMPLE FRAMING Connectors are: ^~ '— ' GYGTEM@).VERSA-LAM0.VERSA-RIM pLUSV.VERSA'R|MO. VERG/+STR8ND@.VERS/+GTUD@are trademarks ofBoise Cascade Wood � PmductsLLC. � No � | � � � � � � | / Boise Cascade Single 2 10 SPF #2 J0iSt\J1 I Dry 11 span | Nocand�ver 10/12 slope August24, 2015 �C�C@�� �� 12OCS INon-Fepetitive Glued & nailed construction Build 4137 File Name: BCCALCProject 15217-2 Job Name: Sutton Place OenorpUon: Dea1gnmU11 Address: 7Sutton Place Specifier: GoUnaaStructural Engineering LLC City, State, Zip: North Andover, MAJob 15217 Designer: Dan L8wUnno. PE : 570ANorth End Blvd, Salisbury k4 Customer: Company: phone 978.466.6436 don|geUnao@comcast.net Code reports: NLGA yW|oo' Y" NMI 00 16-00-00 yu o/ Total Horizontal Product Length 16-00-00 Reaction S (Down / � Bearing LIvG Dead Snow Wind Roof Live � Live ovmd Snow Wind Roof Live ocs Load Summary � Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf,Area(lb/ftA 2) L 00-00-00 16-00-00 40 10 12 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,542 ft-lbs 89.9% 100% 1 08-00-00 be verified by anyone who would rely on End Shear 351 lbs; 28.1% 100% 1 00-11-12 output as evidence of suitability for application.Output here based Tota Load Defl. L/381 495") 83% �a 1 08'00-00 particularon building~ Live Load OoO. L/478(0.306") 75.8Y6 �a 2 08'00-00 and code-accepted methods. Max 0.495" 48.5% n/a 1 08-00-00 Installation ofBOISE engineered wood Span/Depth 20.4 n/o n/a O 00-80-00 products must be|naccordance with current Installation Guide and applicable building codes.Tbobtain Installation Guide � Y6Allow 96Allow orask questions,please call | B (80V)2D%-07uabefore installation. BO Wall/Plate 2-1/2"x 1-1/2" 400 lbs n/a 25.1% Unspecified 81 VVa|VP|obm 2-1/2"x1-1/2" 400 lbs n/a 25.1% Unspecified BO CALCO,BCFRAMERO.AJS`m. | ALLJO|GTO.BCRIM BOARDru.BQO. B0GEGLULAMrm SIMPLE FRAMING | VERSA-RIM Design meets Code minimum(uz4u)Total load deflection criteria. 'L"=@' `E','"-`'""`' � Design meets Code minimum(U380) Live load deflection udVERSA-STRAND@`VERGA�TU00am criteria. trademarks Cascade Wood / Design meets arbitrary(1' Maximum total load deflection criteria. pmduotsL.L.C. Calculations assume Member iaFully Braced. � Composite E| value based on23/32"thick OSB sheathing glued and nailed iomember. Design based onDry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above, All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility ofthe project's design professional ofrecord. Deflections less than 1/8"were ignored |nthe results. Pill Page 1of1 Boise Cascade Single 2x 10 SPF #2 Joist\,112 __ Dry 11 span / Nocantilevers | &13slope August24, 2016 BC CALC@Design Report 1GDCS Non-Repetitive Glued&nailed construction Build 4137 File Name: 8CCALCProject 15217-2 Job Name: Sutton Place Description: Donigns\J12 Address: 7 Sutton P|ooa Specifier: GoUnmuStructum| Engineering LLC City, State, Zip: North Andover, K4AJob 15217 Designer: Dan LGaUnen. PE : 57AANorth End Blvd, Salisbury K4 Customer: Company: phone 978.465.6436 don|ge|inao@oomoanLnsd Code reports: NLGA K4|oo' Z010 v G�j 14-00-00 BO 131 Total Horizontal P duotLength 14'0000 FKemmt(om Summary (Down /Up||tU (|bo) Bearing Live Dead Snow Wind Roof Live B"'2'"2 373' 0 .~' ~ B1, 2-1/2" 373/0 08/0 � Live Dead Snow Wind Roof Live qCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ftA2) L 00-00-00 14-00-00 40 10 16 W|sc|pswwo Controls Summary Value %Allowable Duration Case Location Completeness and accuracy ofinput must Pos. Moment 1,566 ft-lbs 91.396 100Y6 1 07'00'00 hevohfiodbyanyone who would rely pn � End Shear 401 lbs 32.1% 1OO�� 1 UU-1142 ou�utaaevidence ofnu|�bi|dy�r � ' particular application.Ou�uthere based Total Load DeU L/43O O38�" 5�O96 n/a 1 O7-OO-U0 ' ' \ ' / ' onbuilding code-accepted design � Live Load Oefl. L/538(0.306") G796 n/o 2 07-00'00 dmethods. �WoxDeD. 0.382" 38.296 n/e 1 07-00-00 Installation ufBOISE engineered wood Span/Depth 178 n/a n/a 0 O�'O0-0O pmduc�muxtba|no�ordonnowi� ' current Installation Guide and applicable building codes.Tbobtain Installation Guide Y6Allow %A||ow nrask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (oVu)2na'o7oobefore installation. BO Wall/Plate 2-1/2"x 1-1/2" 467 lbs n/a 29.3% Unspecified 21 Ao|L| |s�e 2-1/�"x1-1/�" 4G7|ba n/a �g�396 Une| ociO�d BCCALCO.BCFRAMER0.xJSru. � ``~'" ~~ ' ALU0|STO.BCRIM BCARD-.BCk0. BO|GEGLULAMru SIMPLE FRAMING Notes OYGTEM@.VERG4'LAM@.VERSA-RIM ~~~'g'' '''`~~ --~- minimum~-'— `--4-'T-'- --- ----- PLU00.VcRa��R|M@.--- - VERSA-GTRAND@.VERSA-STU00om Design meetsCode minimum(L/360)Live load deflection criteria. trademarks n(Boise Cascade Wood Design meets arbitrary(1'') Maximum total load deflection criteria. pmductsLL.C. Calculations assume Member is Fully Braced. Composite E| value based on23/32"thick OSB sheathing glued and nailed iomember. Design based on Dry Service Condition. The ono\ya|s of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these pnoduuta, including but not limited to notching, connections, |nmbaUoUon, and engineer/architect certification is the DANlE responsibility nfthe project's design professional ofrecord. Deflections less than 1/8"were ignored in the results. Page 1uf1 Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM@ 2.0 3100 SP Floor @eam\ 11 LVL's Dry 2 spans No cantilevers 0/12 slope August 24,2015 12:08:18 BC CALC®Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\B11 LVL's Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip: North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danigelinas@comcast.net Code reports: ESR-1040 Misc: c BO 06.09-00 131 06-02-01 132 Total Horizontal Product Length=12-11-01 Reaction Summary(Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 7" 5,438/581 1,256/0 B1, 7" 12,786/0 3,306/0 B2, 3-1/2" 4,768/702 1,051 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft^2) L 00-00-00 12-11-01 120 30 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,396 ft-lbs 35.3% 100% 2 03-02-04 Neg. Moment -9,806 ft-lbs 46.8% 100% 1 06-09-00 End Shear 3,787 lbs 40% 100% 2 01-04-08 Cont. Shear 5,869 lbs 61.9% 100% 1 05-08-00 Total Load Defl. L/999(0.061") n/a n/a 2 03-04-10 Live Load Defl. L/999(0.053") n/a n/a 5 03-05-07 Total Neg. Defl. L/999(-0.017") n/a n/a 2 08-10-00 Max Defl. 0.061" n/a n/a 2 03-04-10 Span/Depth 7.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 7"x 3-1/2" 6,694 lbs n/a 36.4% Unspecified 131 Post 7"x 3-1/2" 16,093 lbs n/a 87.6% Unspecified B2 Post 3-1/2"x 3-1/2" 5,819 lbs n/a 63.3% Unspecifieds)n '-; Cautions Member is not fully supported at post 60. A connector is required at this bearing. t11Ii I a. ° Member is not fully supported at post B1. A connector is required at this bearing. 7 0"9wb1KI`U('"�AL a�3 Member is not fully supported at post B2. A connector is required at this bearing. i,,b .13%K Notes 7 .. Design meets Code minimum(L/240)Total load deflection criteria. mf „w � t Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer: Simpson Strong-Tie, Inc. Page 1 of 2 Boise Cascade Triple 1~3/4~ x 9-1/2" VqE2,0 3100 SP Floor Beam0l1 Ory 2apmnmNocantilevers 1Q12slope August24, 2015 BC[ALC@)Design Report Build 4137 File Name: BCOALCProject 15217'2 Job Name: Suftonp|oce Deoohption: Oeo|gna\B11 LVL'o Address: 7Sutton Place Specifier: Ge||nooStructural Engineering LLC City, State, Zip: North Andover, /NAJob 15217 Designer: Dan L8oUnon. PE : 570ANorth End Blvd, Salisbury M Customer: Company: phone 978.465.6436 dan|ge|inae@comoent.not Code reports: ESR1040 yW|au' Connection Diagram Disclosure Completeness and accuracy ufinput must �-- beverified byanyone who would rely on output aoevidence ofsuitability for particular application.Output here based � on building code-accepted design ' properties and analysis methods. Installation ofBOISE engineered wood products must heinaccordance with current Installation Guide and applicable building codes.7bobtain Installation Guide orask questions,please call eminimum = 1-1/2"o=0-1/2" (80O)232-o788before installation. bminimum=S" d = 24" ~C",�~~ BCFRAMER0'AJG`u'em(nimum= 1. � ALLJ0STO.BCRIM g[VHRD`w,BCJ6. Install Screws with screw heads inthe loaded ply. BOISE GLULAMnm,SIMPLE FRAMING � 8YGTEMOVERSA-LA@V�R�/��|� � K1amberhas noside loads. PLUS@. ' k�RGA'R|M0. ' � Connectors are: VER8/+STR�N�� VE�GA,�TUO�oe . . � trademarks o[Boise Cascade Wood � PmductsL.L.C. | i MAS � � | � / � � � | | � � � � � - Boise Cascade Five 2 x 12 SPF #2 Floor Beamk!31 Ix -12s D� 2spans IN000nU�ver 10/12 slope Aug��24.201514�0:OO ECC�C@D�g R�o Build 4137 File Name: BCOALCProject 15217-2 Job Name: Sutton Place Description: Oea|QnmV3114-12n Address: 7Sutton Place Specifier: 8eAinomStructural Engineering LLC City, State, Zip: North Andover, K4AJob 15217 Designer: Dan L8eUnoo. PE : 57QANorth End Blvd, Salisbury M Customer: Company: phone 978.465.6436 don|goUnao@nomoaoLnoi Code reports: NLGA K4/ oF NIAS TV 04N> I NO M94 06-09-00 BO 131 B2 Total Horizontal Product Length 12-11-01 Reaction Summary(Down Uplift) (lbs) V Bearing Live Dead Snow Roof Live B1. 34/2" 13.109/0 3,398/0 � B2. 3'1/2" 4.782/786 1.086/0 � Live Dead Snow Wind Roof Live Trib. � Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ftA2) L 00-00-00 12-11-01 120 30 14-00-00 Controls Summary Value %Allowable Duration Case Location Poo. K8omani 8,100 ft-lbs 87.8Y6 100Y6 2 02-11-00 Neg. k8oment -10,336 ft-lbs 11296 100Y6 1 06'09'00 � � End Shear 3,739 lbs 61.596 10096 2 01-02-12 Cont. Shear 6.101 lbs 101.896 100% 1 05-08-00 . .. Total Load Oe0 L/QQA O65"/ n/o n/e 2 O3-U�-14 � Live Load DeN. UOQQ n/a n/a 5 83-03-11 Total Neg. OaO. L/999(-0.015") n/a n/o 2 08-10'06 K4a0.0551,. O�05� n/o n10 2 03-02`14 | Span/Depth 7 n/a n/m O OO'OO'DO � ' %/V|nw %/V|ww Bearing uu Post u-lucxx'luc 6,339 lbs ma 121.8% Unspecified | Bi Post 3-1D"x3-1/2" 16,507 lbs n/a 317.1Y6 Unspecified ' B2 Post 3-1/2"x 3-1/2" 5,818 n/o 111 7�, Unspecified . . � Cautions Member has insufficient Neg. Moment resistance tocarry loads. Member has insufficient Cont. Shear resistance b»carry loads. ---- Member has insufficient Bearing resistance hocarry loads AtBO. ] � Member has insufficient Bearing resistance tocarry loads Ad81. / Member has insufficient Bearing resistance tocarry loads AtB2. Member|onot fully supported atpost BO. Aconnector ierequired at this bearing. Member|onot fully supported otpost 81. Aconnector|orequired otthis bearing. Member|anot fully supported oLpost B2. Aconnector|erequired atthis bearing. Notes Page 1 of oolsooxunwu* Five 2 x 12 SPF #2 Floor 1 I 4~12s BCCALC@`Design Report Dry 12spans INocantilevers 1012slope August 24. 2O1514:2O/OO Build 4137 File Name: BCCALCProject 152i7-2 Job Name: Sutton Place Description: Demigna\B11 4-12o Address: 7Sutton Place Spoo|Oec GaUnanStructural Engineering LLC City, State, Zip: North Andover, MAJob 15217 Designer: Dan L6eUnoo. PE : 57QANorth End Blvd, Salisbury M Customer: Company: phone 978.465.6436 dan|ge(|naa@comcamt.nut Code reports: NLGA K4| Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360)Live load deflection criteria, Completeness and accuracy of input must Design meets arbitrary(11")Maximum total load deflection criteria. be verified by anyone who would rely on Minimum bearing length for B1 is 6-1/2", output as evidence of suitability for particular application.Output here based Calculations assume Member is Fully Braced. on building code-accepted design Design based on Dry Service Condition. properties and analysis methods. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the Installation of BOISE engineered wood output shown above. All other support and design for these pnududa including products'/'""t"=«/u»«»/«u//m*with � ' current Installation Guide and applicable limited to notching, connections, installation, and engineer/architect certification is the building codes,Thobtain Installation Guide responsibility ofthe project's design professional ofrecord. orask questions,please call Deflections less than 1/8"were ignored inthe results. (eUu)2o2-uroobefore Installation. C CALCO,BCFRAMER@.AJGn^. ALUO|STO.gCRIM B0ARD'u.BCNn. BOISE GLULAMmSIMPLE FRAMING � s,sTEwxm.vsnS8-uAM@.VERSA-RIM PLUG@'VERGA-R|M@. VERSA-GTFAN0@.VERSA-STUD@are � trademarks m[Boise Cascade Wood PmduotsLLC. � � DAWL L, � � � | / Bolse Cascade Triple 2 x 8 Mixed SP #2 door BeamkDBI1 Dry 1 span J No cantilevers 10/12 slope August 24,2015 15:02:41 BC CALC@ Design Report Build 4137 File Name: BC CALC Project 15217-2 Job Name: Sutton Place Description: Designs\DB11 Address: 7 Sutton Place Specifier: Gelinas Structural Engineering LLC City, State, Zip:North Andover, MA Job 15217 Designer: Dan L Gelinas, PE : 579A North End Blvd, Salisbury M Customer: Company: phone 978.465.6436 danlgelinas@comcast.net Code reports: SPIB Misc: BO 07-00-00 B1 Total Horizontal Product Length=07-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,365/0 254/0 B1, 3-1/2" 1,365/0 254/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 116% 160% 125% 1 Standard Load Unf. Area (Ib/ft"2) L 00-00-00 07-00-00 60 10 06-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,474 ft-lbs 81.4% 100% 1 03-06-00 be verified by anyone who would rely on End Shear 1,204 lbs 31.6% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. L/999(0.095") n/a n/a 1 03-06-00 particular application.Output here based Live Load Defl. L/999 0.08"' n/a n/a 2 03-06-00 pr building and lysiscode-accepted design ( ) properties and analysis methods. Max Defl. 0.095" n/a n/a 1 03-06-00 Installation of BOISE engineered wood Span/Depth 10.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. B0 Post 3-1/2"x 3-1/2" 1,619 lbs n/a 23.4% Unspecified B1 Post 3-1/2"x 3-1/2" 1,619 lbs n/a 23.4% Unspecified BC CALC@,BC FRAMER@,AJSTM ALLJOIST@,BC RIM BOARDTM,BCI®, BOISE GLULAMTM SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAM®,VERSA-RIM Member is not fully supported at post 60. A connector is required at this bearing. PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Notes Products L.L.C. Design meets Code minimum(L/240)Total load deflection Design meets Code minimum(L/360) Live lload deflection criteria y � , Design meets arbitrary(1 ) Maximum total load deflection criteria. ' , Calculations assume Member is Fully Braced. T "F"", ����LiII i L Design based on Dry Service Condition. j CSN"t HNIAS The analysis asolid S output shown bove. All wood members is in accordance with the NDS and All other and for these products, Including sblimiteod to the IC K � RAL limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's t,:aY w Defections less than 1/8°were design gna ed in the results,cord. 4 g „ T "gyp Page 1 of 1 � Boise Cascade Double 2 x 10 Mixed SP #2 Jo~stlD.111 Dry I I span I No cantilevers 10/12 slope August 24,201515:05:35 BCCALC@Design Report 10OCSINon-Repetitive| Glued & nailed construction Build 4137 File Name: 8CCALCProject 15217-2 Job Name: Sutton Place OoaoripUon: Deeigna\0J1i Address: 7Sutton Place Specifier: GeUnoaStructural Engineering LLC City, State, Zip: North Andover, /NAJob 15217 Designer: Dan LGe|inan. PE : 57QANorth End Blvd, Salisbury N1 Customer' Company: phone 978.466.6436 dan|gaUnan@oomoaat.na( Code reports: SP|B yNi 12-00-00 CE9 BO B1 Total Horizontal Product Reaction Summary(Down/Uplift) (|bo) Bearing Live Dead Snow Wind Roof Live � � B1. 2-1/2" 480/8 80/0 / � Live Dead Snow Wind Roof Live Ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ftA2) L 00-00-00 12-00-00 60 10 16 0fac/oamme Controls Summary Value %Allowable Duration Case Location Completeness and accuracy u[input must � Poo. Moment 1,599 ft-lbs 56.196 10096 1 06-00-50 bnverified byanyone who would rely un � End Shear 469 |bo 14.596 100. 1 00-11-12 output aoevidence nfsuitability for | Total Load OeO. L/986(0 142" 24'396 n/a 1 0O_OO_OO Pa�nu|arepP|inaUon.Ou�uthere based � ' / umbuilding code-accepted design Live Load DoU. L099(0.122") n/a n/a 2 08-00'00 properties and analysis methods, KwxOofl. O.142" 14'29n/a 1 OG-OO-OU Installation of BOISE nng/noonsd wood � � Span/Depth 15.2 n/a n/a 0 OO-OU'DO products must boinaccordance with current Installation Guide and applicable � building codes.� 7oobtain Installation Guide � %A||ow Y6Allow orask questions, | U Bearing Supports Dim.(L x W) Value Support Member Material (u0o)2O2-O78Obefore installation. � ified B1 Wall/Plate 21/2"x3" SOD/bu n/a 13�Y6 Unspecified' BC AJ8ru � _ . ' --- ' ALLJO|ST@.BCRIM B0ARo-, aC10. � BOISE GLULAMruSIMPLE FRAMINGNotes SYSTEM@,VERSA-LAM@,VERSA-RIM � Design meets Code minimum(u2*u)Total load deflection criteria. rLumm vEnSn-R/wno / Design meets User specified (L/4DO)Live load deflection criteria. vExS+aTnxmom.vsR38'sTu00are trademarks o[Boise Cascade Wood Design meets arbitrary(1") Maximum bdo| load deflection criteria. pmduomL.L.C. Calculations assume Member iuFully Braced. | Composite El value booed on 23/32"thick OSB sheathing glued and nailed to member. � Design based onDry Service Condition. � The analysis ufsolid sawn wood members ieinaccordance with the NDS and |mlimited tothm output shown above. All other support and design for these products, including but not | limited tonotching, connections, inobyUat|on, and ong|neer/omhiteotuart/Muation is the responsibility ofthe project's design professional cfrecord. Deflections less than 1/8"were ignored |nthe results. Nc,,, 33114194 | Page 1 of The Commonwealth of Massa.chusetts Department oflndustrialAccidents X Congress Street, Suite 100. Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/E lectricians/Plumbers. TO BE FILED WITH TIDE PERIVI i'ING AUTHORITY, Applicant information Please Print Legibly NTaMe (Business/Orgwr zation/Individual): 'l `' Address: � City/State/Zip: w/� I�i2 h'1 4) ' one#: /� `��1�' m-e you as employer?Checic the appropriate box: Type of project(required): 1./ I am a employer with�. employees(full and/or part-time).' 7. New construction ?.. tam a sole proprietor or partnership and have no employees working for me in S. []Remodeling any capacity.[No workers'comp.insurance required.] 9. F1 Demolition 30 1 am a homeowner doing all work myself[No workers'comp.insurance required.]t 10 ❑Building addition d.t J I am a homeowner and will be hiring contractors to conduct all work on my properly. I will ensure that all contractors either have workers'compensation insurance or are sole l l.❑Electrical repairs or addition;, proprietors with no employees. 12.0 Plumbing repair's or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp.insurance.t . 14.�Other _ 6.❑lVe area corporation and its officers have exercised their light of exemption per MGL c. 152,31(d),and we have no.employees.[No workers'comp.insurance required.] "A y applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must pro.vide their workers'comp.policy number. I and an employer that is providing workers'compensation insurancefor my employees. Below is the policy and job site information. •_, / ,� Insurance Company Name: 4 A) S-Okodlc f IVN Ah _012 Policy,k or Self-ins.Lic.#: �- L /047 Expiration Date: lob Site Address: �l £ �►`� �� c City/State/Zip: Attach a copy of the vorkers' compensation policy declaration page(showing the policy number•and expiration date,. Failure to secure coverage as required under iVIGL c. 152, §25A is a criminal violation punishable by 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$250.00a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify un tl pain ars l penalties of peljujy that the information provided above is flue and correct. SiRuature: Date: l°(�� Phone#: - ���o� -- Official use only. Do not write in this area, to be completed by city or town official. City ol-Town: __Permit/License# _- Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: