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Building Permit #267-15 - 33 PEACH TREE LANE 5/1/2018
I� i NORTH BUILDING PERMIT 0Ft,�en TOWN OF NORTH ANDOVERoo� 'i APPLICATION FOR PLAN EXAMINATION * _ Permit No#: 1�� Date Received �q p�A,TEo AQP�cS* SgACHusf Date Issued: IMPORTANT: Applicant must complete all items on this page LO-CATION, I"latch (t�� 4ahC? Print PROPERTY OWNER, _ �, Print 100 Year StrueCure yes no MAP PARCEL ZONING DISTRICT Historic District yes no - - --- - - - Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Wells ❑ Floodplain 0 Wetlands ❑ Watershed 'District, Water/Sewer - _ C DESCRIPTION F WORK TO BE PERFORMED:gym,%r,� TCiv�. �!/Gti�C/ crn0� SPrt/C/ �nG� ���nfG�j��S -/C fc.5 Qnoi' G��Gc{r�'c S�r7/i�e_ wh Iden ification- Please Type or Print Clearly OWNER: Name: ea9un GL//C claye�,ncfti /req Phone: gTd'686-7yy� Address: yy��R �fre�f 'V'C— !/ ?,¢ Contractor Name:W%I I'ickK) SCI "Phone:. 9--q-3W -(-o403 Address: } _Pbwdex r��\�__ SqycCf_ Vr\-E- 101 It--1 A _01z 10 Supervisor's. Construction .License:CS- C4(o�$q_ _ _ -_,EXp.. ;Date: --- 1-lorne Improvement LicenS.e: - -- — - -- - - -Exp.. Date: - - - - -- - ARCHITECT/ENGINEER���IZG GrovJrwy`,' Phone: y Address: f.,-)yYbdf lei SlGneliaM hW 0.2150 Reg. No. 5 aZ FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 Total Project Cost: $ o FEE. `i� Check No.: Receipt No.: Zb1b20 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Ag,ent/Owner _- _ ,Signature of'contr- c Building Department The following is a list oflthe required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract a Floor Plan Or Proposed Interior Work a Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) L3 Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) e Building Permit!Application ;"Certified Proposed Plot Plan l:- Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit er Two Sets of Building Plans (One To Be Returned p to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit j 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 appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:Building Permit Revised 2014 I i Plans Submitted ❑ Plans Waived 0 Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/MassageBody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,-etc. ❑ Permanent Dumpsier on Site ❑ i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On 0�-95 4Y. re-$7-/ COMMENTS I J CONSERVATION Reviewed on �J l Signature L;4- COMMENTS HEALTH Reviewed on Signature COMMENTS i Zoning Board of Appeals:;Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Cam ervation Decision: Comments Water & Sewer Con nection/sig nature&2 C t, A Drivewa Permit IBJ DPW Town Engineer:.Signature: ` `Pr-r AV, 6°0®- L ca 84 Osgood St et :zg—"4'- aFIRE DEPARfTMENTsr Temp ID, ester on sitee1es , �' no �"' Ci. �� t�.n .meq Located atal�24�Main m x ` 131 -mss Fire,DepartmentsignaITU re/`d?ate �_ ,a> x x.)t, ' ,. �' yai.$y1 `�k r ;ry� )n �;,�,,..:: � ��«�stin�.x fr, j,,t•.rxr�s��i.. �t� /'S� Sn. �: ��.,y�� ys� ��7 ����•r��' �.`�' +t,''� � fK x{[?"Y,1 ) .' i f�! �jy} 'i..�.� ''C..['. x t' a5r� �� ���1��"sr tiFJntr�. -.✓ '�. ._. .1.,t '�t� d�.,�'y�'v..�b i..�+`� ��'k� 'l�. F.s"�`S:��sr���y js�� ;[P. n hn6: ^ai:s-_std a � .« "'�;?7 '�- c a'a�i� c� �f' �v.,�#• ..��k,x ,.mss T: iv... �a..11�.,.� ���:��` ti�..��y 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 Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A-IF and G min.$100-$1000 fine NOTES and DATA — For department use) i ❑ Notified for pickup Call ¢ , ,Email Date Time Contact Name Doc.Building Pennit Revised 2014 Location // 'G,_7� Orr 6/-"4 No. 7" Date . . - TOWN OF NORTH ANDOVER_ Certificate of Occupancy Building/Frame Permit Fee ;i Foundation Permit Fee $ Other Permit Fee $ //w'-�-- TOTAL r a Check#f .J 28020 21-- /f3uilding Inspector' Y `E3 3 s ...4 .. .•p4.q• :KS Ts t- F ; 2012 IECC Certificate -- co`33-Peach Tree Lane, North Andover, MA 01845 BuildingEnvelope`flnsulation ''' ,; Ceiling R-38.7 Above Grade Walls R-21.0 Foundation Walls R-5.0 Exposed Floor R=30.0 Slab None Infiltration Htg: 1523 Clg: 1523 CFM50 Duct R-6.0 Total Duct Leakage 59.00 CFM @ 25 Pascals Window;Data`�, ,�� �`U'factor? ���:SHGCLi,*•;_.' Window 0.280 0.250 Mechariical'Equipment 'i77 HEAT: Fuel-fired air distribution, Natural gas, 95.5 AFUE. COOL: N/A DHW: Conventional, Natural gas, 0.66 EF, 65.0 Gal. ` Builder or'Desii Professional Signature ILW GJa/Sh REM/Rate Residential Energy Analysis and Rating Software v14.5.1 Y: F f �r eakae-e . .. ... Property_: .:Organization :,:HERS . .:. Minco Home.Energy Raters LLC: : Confirmed 33 Peach Tree Lane': 888-503-223303/12/15 North Andover; MA 01845. Timothy:Walsh Rating No:14024 RaterID:7381214 Weather:North Andover, MA. Builder Peach Tree Lane Lot-3 :.. Minco.. Peachtree;Farm Lane 33.C.big' Whole`House Infiltration Blower Door Test Heating Coohn� Natural ACEIr fu 'fir ' s 0 20�d ss ©t17 nt.� 'i 4��a°'. F ACHC��S®Pascals r �f � 28P1 �. r. § ,'� � CFM"C�25 Pascals w d1 'g " w. , �� 971 971 .. .. .. .. - h +, $°exit "p- CF eC�50�Paseal ��, �� X?� -a�ge w � Eff�L �, Specifr�ckLeakage Area z��� � Os000119, 0f©0(Un . . ELA/100fsf�shell Dudleakage [Al ML Outsrile"lJn is . _ � ;1(st luct} ' 2nd duct ..IN' . r3ti'x�'�',yF.'^'� ^c„i'+'53 ` 3 . ra CFMMmowascals� ,� a }� 1591 �r �'�« 57u y�� �+Ya�R� � ''u3� CFM25t/ CFMrfan� MRN Ow0675 •.� ' CFM250 )392 = � �" 0 0353x ; f t'#a;y. - g4o '° _ .j:. •c c` w S� °s ti ' ° a'� $" ,�� ° 1kX.' 'k' `+' ? t�,3. .. �>'-;.n•�r �' CFMoper Std 152 t_w�@,� �� ' j}A fps �� �'x�g,�'�,�^x'� � '`� r�r.7� i.. �����, ;�",'k� � k y Ri CFM er��Sti►1G52CFA�S s � `211, �Nt A F . a , :• r y• � /� 4 CFM @)6 scals � ` f93IN PlIi,� Eff� Le�aka�eAreat(}sq,ini) ''�✓`�`�� ����08 L "� ���:�1�,�=.�� ��' �r€� ��"�� �`�� g Sr �sx� rr Y3. '4 ri �� ia::R'}y3dP r y o •. x n 4� r.Aye U• S� - Tota} Duct-Leakage U�nit�����,z'.�CFM�25✓CFA ��7 CFM25'/CFA'1,���- 3� � ,�F�� :• ��'��r �����g�'��.;�, . ' •t X;C<.''�` - Xr ...ms5>¢'sev5.r � n•^ ..- a' r P�. 1 * v.'� �y: u .i. f x„&y�fr''�y'v`�`��. *y .p 3' t•.'k. � ���`�H'�+`:t�y �iMs��u� '-' �`rh�� -.v e.Y "0 ,'�,€'. Duct�L�ag"N����„�`r. UentllatlOn Mechanical �t ,_ � y'` AExhaustOnly t, t� ? ,fi ? t ?`� a.,. v t l$- {5 fi " �D §'^zst - E3-ST.z�r ? ' 11�4 ''�sl i�Yia 5fht ,- 110 .,E�t�'^ SensibleRecovery?Efff9�r) 6+ w 0 0 .' ... { ry f `(W. ix 0 0 Total Recove° Eff o F RaWMI e`Tcfrni) �, ��" � .: Cootmg<Uentilatton � yx'. .NaturEal3/eniilation ASHRAE 62:2 T 201 O Ventilation Requirements . Fon.this home to comply with ASHRAE Standard 62:2 2010 Ventilation and Acceptable Indoor Air.Quality in Low-Rise Residential. Buildings, a minimum of 76.cfm of mechanical.ventilation:'must be provided continuously, 24 hours perday.:Alternatively;an ;v mtermittent�lyroperating mechanical ventilation system May lie used if the ventilation rate is adjusted accordingly For example; a 152 cfm mechamcalpyentilationsystern would need:to,operate.12 hours per:day, as tons;as the systerri:operates to:provide required average ventilation once each hour. REM/Rate Residential Energy Analysis and,Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings: ' ©1985 2014 Architectural.EnergyCorporation .Boulder,.Colorado: l' :,.. �e • V HOME PERFORMANCE - NERSe ind®More Energy ENERGY WITH MASS NEW ExIolfng140 RATING Home a . 120 HOMES REBATE standard 1110 Home C CERTIFICATE 00 ev •70 TAIs Homa ij $0 62 ao 40 20 20 Zero Energy 10 Home 0 Leaa Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 3000 2500 =_- - ;768 " 150.0 125.0 - . - - --- - 148.-0— 2000�' r T �,57b T 10 1500 ---- - 0 0 91.0 ;. CJ 1000 1..:..816: m 75.0 0.0 -� 50.024.0 30-0 500 ,... .. � 25 0 a awn on on on CL is o a+ C C C Q y., Z a d j " L H rC C d1 •O N U O . y. CA O V N Olt O Address 33 Peach Tree Lane> Annual Estimates" Certified HERS Rating Company North Andover,MA 01845 Electric(kWh): 9549 Energy Raters of Mass House Type Single-family detached Natural gas(Therms): 1157 180 State Road Suite 2 upper Cond.Area 3123 sq. ft. CO2 emissions(Tons): 12 Certified Rater Timothy Walsh Rating No. 14024 Annual Savings": $2309 Rater ID 7381214 Issue Date March 12, 2015 Registry ID 849921939 Certification Verified "Based on standard operating conditions Rating Date 03/12/15 Based on a HERS 130 Index Home Signature REM/Rate-Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. oNORTM aH 1 ., 'It C"Ius 9 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 267-15 on 9/16/2014 Date: March 10, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 33 Peachtree Lane—Lot 4 MAY BE OCCUPIED AS a single family home_IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. (Attic-Finished Storage Only) Certificate Issued to: Reagun LLC 44 Rea Street North Andoyer,MA 01845 Building Inspector Fee: PrePaid $100.00 Receipt: 28020 Check : 1235 3 1 Ct gORYH r �SS•ACRUS�t CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 267-15 on 9/16/2014 Date: March 10, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 33 Peachtree Lane—Lot 4 MAY BE OCCUPIED AS a single family home—IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. (Attic-Finished Storage Only) Certificate Issued to: Reagun LLC 44 Rea Street North Andover,MA 01845 Building Inspector Fee: PrePaid$100.00 Receipt: 28020 Check : 1235 ' ��SSACIxUSEt CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 267-15 on 9/16/2014 Date: March 10, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 33 Peachtree Lane—Lot 4 MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. (Attic -Finished Storage Only) Certi-ficate Issued to: Reagun LLC 44 Rea Street North Andover,MA 01845 Building Inspector Fee: Prepaid$100.00 Receipt: 28020 Check : 1235 awH . o No. * _ * h ver, Mass, -; O�Q, c6caicewlc« W il IoD rf�` 5 • :^ � BOARD OF HEALTH�IT j Food/Kitchen Sei S ptstem pPER BUILDING INSPECTOR . ................................... ... .................. ; ` .THIS CERTIFIES THAT ....... Foundation d' . buildings on - .::.:.�..�.................... has permissiop to erect .......................... ...:...:............ ...................... Rough tobe occupied as ...................... ..................................................................................................... provided that the person accepting this permit shall in every respect conform to the terms of the application Fin p p _ on file in this office, and to the provisions of�the Codes and By-Laws relating to the Inspection,Alteration and PLUMBING,INSPECTOR . Construction of Buildings in the Town of North Andover. ,� p, Rough O � r VIOLATION of the Zoning or Building Regulations Voids this Permit. Final 1 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR/1 UNLESS CONSTRUCTION.STARTS °� m ervic j�_� - ~` ............................`.. ...:z M......................................... Final ��, ✓��.5� r BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required.to Occupy Buildinz Rough �. - � — Not Rern�ove Final Display in a Conspicuous Place on the Premises Do No Lathing or Dry Wall TO HBe Done = FIRE DEPARTMENT Until Inspected and Approved. by theBuilding Inspector. Burner Street No, S oke Det. f f� Xwy a a off If F i e y rw FC I i i Nosrp q � gI.ED 16 Z. 0 ` y ,' 96 APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION qR,TEo^Pa',�5 BUILDING PERMIT # � 9SSACHUSB� ADDRESS/LOCATION OF PROPERTY:31 Qsk Rc AiU IV. C KA, . Map Parcel Lot Number. 4 SUBDIVISION: Pea C k -e r 7—a r S DATE REQUESTED FILED/READY FOR INSPECTION: T CLOSING DATE ON PROPERTY: 3h I/CD0 FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: Address: ROUTING TOWN ENGINEER; SITE PLAN— - -WAY REVIEW CONSERVATION #9 - PLANNING V�OV, �� �►� DPW-WATER METER [�]� �.t3` 1 S SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 c, �I o • Registry ID 849921939' 4� ...: : ' 'En " , "Home ° � . Certificate Rating Number 14024 . . Certified Energy Rater . .Timothy:Walsh :33:Peach Tree Lane Rating Date 03/12/15 N - rd r .. ^~ - North.Andover,MA 01845 Rating Ordered For Minco.. PUse' "MMBtu� Cost' ercent 5:Stars Plus: .. . - Confirmed 31% . Heating 91:3 816 Cooling . . . HERS.Index: 62 0 $0 0% Hot Water: 24.3Eficient Home Com $170parison: :.Lights/Appliances 29.9 . $1576 .61% , Yi 2 At t.. L.a YM k t 0 Ids 4Y "tt; Y .. .. - .. l c � Photovoltaics -0.0 0' 0% forma.t�on $ General In g INrfn t _ Conditioned Area 3123 sq. ft. House Type : Single family detached Service:Charges, $37 1% Conditioned'Volume 32492 cubic ft. Foundation Unconditioned basement Total 148.3 $2600 1.00%. Bedrooms 5 � r, C'r14t2t1a 3� ' � r � 1a This home meets or;exceeds the minimum criteria for the-following: :Heating: Fuel-fired air distribution, Natural gas, 95.5 AFUE. 2012 International Energy Conservation.Code Heating: Fuel-.firedair distribution, Natural-gas, 95.5.AFUE, . . Water Heating: Conventional, Natural gas,:0:66 EF, 65:0 Gal. Duct Leakage to Outside... . 116.00 CFM25. VentilationSystem Exhaust'Only: 80 cfm,'6:0 watts. Programmable Thermostat -Heat=Yes; Coot=Yes .. P •y �;a c,'k st rN y 'atee "w t ✓ Y a i' .. .. .. .. B;ulldingShe:llFeatures h4 b � = 1xIMI ; .� Ceiling Flat :R-38.7 Slab: .:None Sealed Attic NA Ex osed Floor R-30:0 Vaulted Ceiling.. . _R-36.0 Window Type- . U-Value:.0.280, SHGC; 0.250 .. Certif'ed HERS Rating Company Above Grade Walls R-21.0 Infiltration Rate Htg: 1523 Clg: 1523.CFM50 Energy Raters of Mass Toundat�ori Walls R-5.0:... Method' Blower door test. 2 upper 180 State Suite mgr._ .. x� t_: K;i, d' z t r +- S4x;;."-• Sagamore Beach,Ma. Li lits and A liar ce4Features' � � E r w 0. .� cis n. :888-503-2233 Percent Interior Lighting :100.00' Range/Oven.Fuel Natural:gas gy Percent Garage Lighting 0.00 :.. Clothes Dryer.,Fuel Electric InfoC�ener codehelp-com Refrigerator (kWh/yr) 745:00: :Clothes Dryer EF 3.:01 .. 0ishwasher.EnergyFactor '0:00 Ceiling Fan (cfm/Watt) 208.00 . ,. •.,. ;.. Certified Energy Rater:: REM/Rate,-Residential Energy Analysis and Rating Software x14:5.1 7381214 This information does not constitute any Warranty of energy cost orsaymgs 0,1985 20.14:Architectural Energy Corporation, Boulder, Colorado. The.:Home Energy Rating:Standard Disdosure:foc this home is available from the rating.proyider. 2012 IECC-Certificate 33 Peach Tree Lane, North Andover,MA 01845 Builds - -Envelope Insulation Ceiling R-38.7 Above Grade Walls R-21.0 Foundation Watts R-5.0 Exposed Floor R-30.0 Slab None Infiltration: : Htg: 1523 Clg: 1523 CFM50 Duct R-6.0 Total Duct Leakage 59.00,CFM 25 Pascals W n dow Ua-a c�tor SHGC. Window 0.280 0.250 Mechanical Equipment HEAT: Fuel-fired air distribution, Natural gas;.95.5 AFUE. COOL: N/A DHW: Conventional, Natural gas, 0.66 EF, 65.0 Gal: Bunder fir Oesign.Wrofessionai , Signatures GJa/sh REM/Rate Residential Energy Analysis and Rating Software v14.5.1 i Enter construction cost for fee cal- North Andover Fee Cakulatlon Construction Cost E$ 474,750.00 m $ - $ 5,697.00 Plumbing Fee $ 712.13 Gas Fee 100 comm.. ROW] Electrical Fee $ 712.13 Total fees collected $ 7,221.25 33 Peachtree Lane Lot 4 267-15 on 9/16/14 Single Family Home . , 0.face n, ' v ,s igc feov 69 Wayhington Sired Rostov,HA 02111 VMA ON govIdAz ' �x �x ' omeaagAoa�a � '��zc ca�ri :Scer� /CoacorfXrecax�l'iir�x, ` A. Namo(Q ainess(Organi anon/nclz ic(ua1}: �v ,�/��a �/e JC G�9 . My to e/Zi : /U iv v o Phony : �7.9 re you an.enploYer?Cheek the appropriate box: JCyp e.of project(reqdred): 1,a I am a amployex with_______� 4, I am a general confxactox an41 6. New canstmolzote employe,03.(xa7landloxpaxt-Time}.T haveBRedthe aab-confracEoxc emdclelin -2: am ss�Xe pxopxzetox or partnex- lisfed ontfte attached shoot OMP and`laveno•employees These sulr-confxaetaxs have S. Dernolztlou woxking forSze in any capacity: workers'comp:hismance: 9. �(B [iZc7ing adMon O wuloxs'com zImauce 5. ❑ e axe a coxporatzott axtcl its 0. 7eefxzcalre aixs ox acTclx ons xeipuxecl.� ofzcers have exexcise�Lfheix p 3:[l I a�n a homeownex ' �oiug all work It of egemptiouperSt M x1.�[Plumbingxepaixa or addjtzous inyso .E&workexa comp: o.152;§1 (�}}andwe7iav uo UP Ro ofigaars ii�suraucexe xed `i' employees:j1�awoxkexs' uEl.Other comp.insuxaucexequixecl] :Anyapplieanttfias cbecksboxunssalsaTlouitheseciionbal6vrshawingtheirworkers'cori�pensationpolicy�vfozmaiion. T omeov,ners v,*htf sabmifthis affidavit dicaiivg iey 9doing atl workandthenhue outside confraofors nivs sv7�mi anew aftzdagi iudtea ig sizo&. Conhacfors' ab�ckflusbo mpstaffae ay.additionalsbeeEs7iowivgthenameofthesuh-eo11ftaetorsandtfiek�workers'cow.VoRGyMbimailon. I I twexnVfay4rtiitc zsprovIdMgWorkersacomp°izsadonfturancoforrayeliTloyeeg- .WOPP� 0710yr�n�'�a�i,site in, kwafion. Lbtsuxauce CompanyName: Eolioy 41- ox gel o.�.ic.:.- Expixatzon.IMG., � fob fife l3 ciclxess' 7j 3 Ant,h%�e� Z,, CityfS�atet�p: r;. Affaeh,acopyofthOWD�ltM'coMPOViation-Policytleclarationstage(Sl owmgfiteVo�Zcymm�iae�aurae�itatzo�rdate}. failure.to secures covexage as Teq&ecTmder Section 25A of 0.152ban.lead-to the iLiposNoh�o£exit final enaZtzes of a $a-,uR to$1,500.00 andlox olid-year.impgsonmeUt,as well:ao chApewl-dw is thhe forba of a STOP WORD ORDER.aixd POMO ofvV to$250.00'a clay agaansf tf Le:violator: Be advised that a copy offt otatementmay be foxwardedto the OfEce of _b,vestigations ofiheDTti:kiBI&arance co�oxaga,wriffoation. o Xiezeby cergfy gr2cier geiiaw and venaztieg of ver ury t�iat Ate i�tf o�r�rrziox�provided above is true tinct cont eek. Sz�nafare / Date: !d,6 y IAOI h©iie# G17 7 1?ffi-ezat use aNy, Donat v-vite in triis area,to be conVietyd by city or town ofataf 'Czty or Townes.: Permitl�iceztse# ��w�i!g.�t��toxi�'(cixcZe oue�: Baaxc o J�ealfh 29BuRdIngBepaxfinent 3.Cifyffowa Clerk 4:FZectAcaU[uspeetox 6 Elunmingfuspecfox' 6.Other bf0rilation and fastructions Massachusetts Genexal Laves chapter x52 re ,com VensatiPuxsuazit to this statute,an ear Toyee is defined as` evexg ersnz�h; e xvzce o auofhex ulzdexoan ocon ra o16)do" • avress ox-zm�7 A oxax oxmitten:' y �bxte, .Au e�lgyers deinted as"an itrdivid ual,parmexship,assoczat o r,coxpoxatioxz othexlegalentity,o any1-woE oxmoxe o �texorega�engageditta�o�enfex�radse,andjAcludingtzexegslze�esentafzpesofa'c�eeeasec�em IQ ex.ox•�ie xecexvex orttxistea of au i dividu pa 3'� 7 apartttexshi as§ociation or otlzexlegal entity,einployang employees loevex fle o�vxtexo adwe7livg7xousehavingnat�toxe-ftmfbreeapartmentsaacty dwellingaxeszdesthexei�x;orf�eoccu at o t7ie. grouse of or' then who employs persons to do maintenance,co xctton oxj:epafrwO*on home sucJi die g OZ oxt�regroundsox7x-piXdingaienanttbexefosTialfnotfieaa�se=of�icg,ei�i�Zoyine�.€be cieemec�tobean.eria�Zo�ie�:";' . MGL chapter 152,§25C t� • .Y (6)also states that evexysfa�x e or Roca Izceuszng dgency sS�aTikoXdzesrtazic ox > . - ` enewax of a iZeense ox pexmzt to opexafe busr¢es .or to construct burldfn s zxtatiZe com�xtant eaitlZ for a7ayL a Ste a �A g dd` autwhohasxto pxoduced•acce tabXeevicleziceo coxnplianee tht exusi art code age e u?xec1 ' Additionally;MCxL clia?tex 152,§Z5C(7)states`Welthor the commonwealth nor any ofifs political subdivisions sha11 entexin o any contxacE fox rheperfoxmance ofpubh"c-�o*until acceptable evidenGa o£copipliauca p� the iusuxance. xequirements of Ibis chafexizave b eextpresente to tl e contxacfuag autlioiaty." A.E'E'u�a tt6b 1 Please fill out the woxS�exs'-comp ensalfou afitdavzt completely,by c eclEing ttie bores that apply fo oux sifiza on and, necessary,s9plygab_coniractor@name(s),address(es)and phoxle�ttnnbox(s)along their exii�xcafe s of insurance. LimitedLiab' ' Com aaies w Y p (LLC)or L abJ&i Tatfnexships(ap)WIthna employees Offer t�le members ox�az-tners�are�totxe�.ixec�to caxtywoxkers'compe�atzozzinsurauce. l•-an�Cor.�,�dee,�hav� employees,apolicy isxecluitecl. Be advisedthatt a day txnaybe stxbmittedto ffial)epattotent of ThdusfrM Accidents fox conflnat`��'on of ins1uranee coverage. .Also be HUB to-sip and date the afdavz berefumedto dte cityox fovm thatthe applicationfoxthepermit orgcex .exslrexngxecluesfed,xtot7ae�Jeatimen � .hxdm#!`1Aec1den1s, Slouldyouhave,any questouprogardingthe lavrorifyouarere o taabtaina*oxTrexs',. eoanpensatiortpolicy,ylease call tbe�7epaxfinent at�lte�.bex listed 7�eZo�: Sel�insure� secompanies should enfex dten I u;suxazzce license nliml;ex on tha appxopeate litter City ox'7E`ovau 0-mcfals Pleasebesrctetbatthea day%tzscompleteandpxintecl11961y. 2hoDepafinenthaspxoWdodaspaceatthehotto�z of the davitfox you to f I out in,the event the Of you oxfavestigatlons has to contaciyo a xegar&g the api Rcant.- Please be luxe to zdt an'�be pexmzt/license mm�bex which i7Z be used as a rezexence numbex, Six additl0 ,an ap�i7icat t t p must submifntul ple�pezmitJlzce e appRcaflons iii any givenyeax,need ORIY submit one affidavit ixu7icattn s p p iruoxEnaiiorc n xtecess g curxiet azy},axicl ur�clex fob,Site Address the applicantslzoulcl�xzfe"alllccationsitZ axe tovro):'A copyotheafldaviGtTiat'hasboeio, ciallrstainpedoxmarlcedbptheoityoxtoi7rniaybepxovt he Yearappl.Mcaut r ko p, avalzdaftzrlavatzsonfde�or"trixepexm&ox•Iicameg. .A,.newa?�davitmus�be�lledbig- Year 1 Txexa altoxtte ovmex erci�enis obtainiug,agcense oxpemxitnotrelatedfo anybusiness ox comrozerciaZ.venfure ach (i.e.a clog lzeense ori tt�to bum leaves etc)sazdperson its xOTxecfnit(3d to cai�aplate this affidavit' T110 Of Rcaoflaves.gatxausv�ouldljototfinkyon advancetoxYour cooliexafzox�ands7outcl o please do not hesitate to gfga us a call. y,u pave azip gt es ions, ' Theepart envo address,telephone andfa xtutnbex. hh`hq- A (—Malth ofM,mi sajhv�P 6.00 Waft&n S"ftGt BOAGA,MA 02111 - Revised5 2605 FRXI YYY .a►co CERTIFICATE OF LIABILITY INSURANCE 9//16/D16/20.14'°°1 .�.� 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF 1NFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS. CERTIFICATE DOES NOT AFFIRMATIVELY O,R 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 .CONTACT NAME: Lisa London MTM •Insurance Associates PHONE (978)681-5700 FAX .(978)681-5777 1320 Osgood Street E-MAILADDRESS,certificates@mtminsure.com INSURERS AFFORDING COVERAGE NAIC# North Andover MA 01845 INSURERA:Travelers Casualty Ins Cc of 19046 INSURED INSURER B:Travelers Indemnity CompanV Of 25682 William McKay Construction Management LLC INSURER C: 4 Powder Mill Sq. INSURER D: Suite 101 INSURER E: Andover MA 01810 rINSURER F: COVERAGES CERTIFICATE NUMBER:14-15 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. (LTR TYPE OF INSURANCE NR R POLICY NUMBER POLICY EFF MM/D Y EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISE Ea occurrence) $ 300,000 A CLAIMS-MADE a OCCUR 6802D8995351442 /31/2014 /31/2015 MED EXP(Any oneperson) $ 5,.000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X1 POLICY 7 PRO LOC $ AUTOMOBILE LIABILITYMBINEEa a.,cl.DISINGLE LIMIT 11000,000 ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED SCHEDULED 6802D8995351442 /31/2014 /31/2015 AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident i $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ RDXE` ESS LIAR CLAIMS-MADE AGGREGATE $ D RETENTION$ $ B WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEN NIA E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBEREXCLUDED7 82D93637514 /31/2014 /31/2015 (Mandatory)n NH) IEUE.L.DISEASE-EA EMPLOYEE,$ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,0010 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Certificate holder as listed below. RE: Lot 4 33 Peachtree Lane North Andover MA 01845 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Rea Street Development 231 Sutton Street .Suite 1B AUTHORIZED REPRESENTATIVE North.Andover, MA 01845 M Laorenza/STEPH ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD NORTH own of _ ndover O �" 0. No. * t - oh ver, Mass, /6Z4 - A- coc Nlc Nlwlclt �1' 7,9 A�R'�TED r'PP�'�5 S U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT r �� ............. ����..v0�........ has permission to erect .......................... buildings on . . � F...... f. .................. Foundation Rough to be occupied as .......... 1`. ��:... G :�'lt... .......................................................................... Chimney provided that the person accepting'this permit shall in e�ry 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 UNLESS CONSTRUCTION T RTS Rough Service ........... ........ L�Zy�Iy��J��..r'®..................... BUILDING INSPECTOR Final GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display 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. NORT#i Town of 2 t E : 1� ndover O - h 0% IL ver, Mass, ��Ae �qCOCNICKl WICK �1-. S RATED U BOARD OF HEALTH Food/Kitchen PERMI-T T D Septic System THIS CERTIFIES THAT S�� v� I BUILDING INSPECTOR. ..... ...... ................................................................................................ y / . has permission to erect .......................... buildings on ! . ' F:......��..�f...................... Foundation Rough to be.occupied as ........... ...l`�F�j��...., �' :'�I.t... .......................................................................... Chimney provided that the person accepting'this permit shall in e�ry 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION T RTS Rough d� ......................... Service ........... ........ . . .Jf✓...f':� Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display 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. 262X0 % ,\\ \ i 257XO 60X0 %% %% MINIMUM RNIMUMOT AREAPRO 1Z5000 sf. � \ \ % \ MINIMUM LOT FRONTAGE: 100' 1 ♦k \ \ MAX BUILDING HEIGHT: 30'or 2}STORIES 1 4v EXIST• FDN. \ SETBACK r t EXIST. FDN. EXIST. FDN. 1F=264.81 .\\ \\ 2ea i y�yo FRONT- 20' r TF=155.09 TF=258.00 SIDE-20'(•) 1 REAR- 20' 1' 261X0 1 254XO ON. L -THE STRUCTURE MAY BE PLACED UPON A SIDE LOT i 1 256XO ) \ •�. 1� INE WITHOUT A SIDE YARD SETBACK.PROVIDED THAT THE ADJACENT LOT TO WHICH THE ZERO SETBACK IS LOCATED HAS THE REQUIRED YARD SETBACK. 1 / ' i [-�-J i } :�// .rut �• \ 1 rl'l 256 -r 1 i L- ,•%/ ,, CIA 1 Lu i 1 1 \ CURRENT OWNER `. '•��� 0 Ro low. 5v., BEACON.LLC `�. - - __•--------------'------------------- -g------------.....- ___ -- - I.otO -_ ________ ______ B DEED REFERENCE: - -----.- , 0; OHM `1 N.EJLD.13617 PG 127 EXIST. TREE TO 006' o° (f a t tt \\ CIE RELOCATED Lp�IE .y sF• ?s PLAR REFERENCES, N.E.R.D .. ! pt�Cir�" Ro290� Z Tip �p4t7.� ,,``i \\t.',1,�0 N.E.R.D.#16347 N.E.R.D.#16677 1(p D=O6'07'44 qt 13 •l §' eT.� Ory ..q,0"- \\•Gs$• R-205.(X1' 9� L-219 S N 3'DHSS SS 79.73' N60'38'21•E 73.00' DH \ EXIST. FENCE OHSB a I EXIST. FENCE 0-05'44 22 ate'1 22• ° k R-270.00• t 260 1X ' m _ f0 •�''�� b� \\ 14-'oJo , 252 i i tis 21' L-28' 10 �! c (�• o \ • ; � 1 1 ` 2525 •'� ^ ��, �. \\ i 1 ) 1 252X5 I ' I 255X5 ; z 7 •i 1F^282'5 3T 22' 3 61' \ t N \ !WJ N I-244.0 ' i I-246.5 iv 1 @ I ' Gfn254oj 114 21 ' LOT 2 Vp9�` S.F. aLOT I iU MAP 98A LOT 144 c 1 I o 1 % 12.529 PC. MAP 98A LOT 145 X FEArCF kk^d �t 13.328*S.F. is'c 12.500*S.F. 1 1 p 0.2 Z5 N I 0.31*AC. iw 1o' 0.29*AC. 1 1 REVISED LOT UNE PER pk 107.05 2 RO F W r-J rn o 1 V 1 -- N.E.R.D.PLAN 16347 w Q I $ t CF X46.0 ' _N TF-256.5 1 - s' &16677(TYPICAIJ . �r 252X5 T u I CF-249.0 128. 1 ---;'; 1X0 260 \P\ER S DED ----- " o ) ) i 2 `\'P LOT UNE N.E.R.D. V -25 2X8 �___� -_,- ' PLAN 14502 TYPICAL 255X5.____-_- 1 z (TYPICAL) �y --- 252807. 1 LOT A m Yp'F o,� DW CH.-250.0 , 1 0 '(y 1 BOt. ET -1 3 N/F KENNH L BOT. J o -DW �j ; 1 CH.o254 L - o REA CH.-247.0UM L H FENCE POST 1 R. 1 0 OR EQUAL 10 APART MAX 6S 1 1 Q� DIRECTION Of o00 00 y 254 0J s RUNOFF FLOW STING GROUND o o 8- _ , -----'- -'' ---- co . - //-{'• °o°000 °Oo°o°o°oo �� PS2 1U�` 1 i0 4 ti o°0 0 00 0°o u°000000, �. /h' ; ryha 0 �A 1 \°000 EXISTING DRAINAGE&'4y E70STING pRAINAGE&UTILITY EASEMENT a .,_ 0o 1 LOT UNE PER N.E.R.D. • „T oo UTILITY EASEMENT 4, ' / S6HT22'23 PLAN 14502 TYPICAL TRENCH / \ ..� 4./ 0 560' 23'W T04 �,.,. �., 560.2..... 67.79 ,/� (TYPICAL) ot CONSTRUC ROP. SILT PENCE REVISED LOT UNE PER F N.T.S. SiTXHNWATER P pat `•.. o `'{y %% N E.R.D. LAN 1163)7 INSTALLATION SEQUENCING "_�?4.�`�� ' \` 1.OG TRENCH 6-DEEP / "•.. 2. SET FENCE POST 10'APART MAX AT SLIGHT 7d1•�•_.•__�_- % 20 10 0 20 0 ANGLE TOWARD RUNOFF DIRECTION 3. ATTACH GEOFAB TO FENCE 1` G-•�� 242 ---ll,` \\ 4.LOWER 6`OF GEOFAS IN TRENCH CURLED 1 � `4� \ <11 \ TOWARD RUNOFF DIRECTION AND BACKFILL OF CONS�TRUC ��, ♦ I DAVID ,!\ STDRMWATER POCKET ��` \ 'ARLRAR �g 4OB79 1 }'CRUSHED STONE FINISHED GRADE NOTES- CULTEC 410 FILTER FABRIC 85X COMPACTED FILL (Recharger 180- INSTALLATION DETAIL 1)CURRENT OWNER IS REAGUN.LLC BY DEM RECORDED RECORDED IN N.E.RD.SK RECOMMENDED,NOT REQUIRED 13617 PG 127. CULTEC RECHARGER 180 CULTEC 410 Recharger 180 STANDARD DUTY H-10 CHAMBERr--FILTER FABRIC2)LOT LINES SHOWN ARE MODIFIED ACCORDING TO PLAN N.EJTD.16347 AND N.E.R.D. 14'-10` 4`PVC INSPECTION PORT TOP,SIDES AND BOTTOM 18677. LATS 1 -4 MERE CONVEYED BY OEID RECORDED IN N.E.R.D.BK 13617 PC 127 TO WITHIN 6`OF F.G. RN. GRADE �7.5 ----I ACCORDING TO N.E.R.D.PLAN NUMBERED 14502. i}'dTLLSHM STONE 3)LOTS ARE SUB.�CT TO AND BENEflT FRO(THE SPEdAI PFRMIT ISS1M BY THE TOWN OF NORTH ANDOVER PLANNING BOARD RECORDED AT N.E.R.O.BK 7827 PG 97 -1: .• LOngth7.5' AND THE DEFIWTVE SUBDIVISION CONDITIONAL APPROVAL ISSUED BY THE TOWN OF 70 ,.r' ;, .'�`'•�; •'r lay Up length 6.33' NORTH ANDOVER PLANNING BOARD RECORDED AT N.E.R.D.8X 7627 PG 102. WdN 38• H69M 20.5' 4)ROOF LEADERS 10 BE EQUIPPED WITH OVERFLOWS. Weight o H-10: 34 IW. 0 N CHAMBER BOT. r---6.33' -� STONE in �� �� 11 1 6•STONE BASE SITE PLAN REV. DATE UNIT T1PE: OR O LOTS 1-4 PEACHTREE FARMS M a rch i on d o TYPICAL CROSS SECTION RECHARGER 180 CALCULATIONS BASED ON CAPACITY: 122 CF. IN M&Associates,I.P. N.T.S. ass STONE volD "UCAPACITYSTANDARD H-10 CULTEC CHAMBER SYSTEM N.T.S. DE STONE H CULTEC UNITS NORTH ANDOVER, MA SCALE-N.T.S. POYA ED Fat L'Lmn4V doosott°nu REA STREET DEVELOPMENT, LLC 112 MONTVALE AvE,sllrrEl 1 SUTTON STREET STONEHAKMAc2m 23 SUITE IB (761)4386121 FAX(78t)4968654 DATE 828 2014 NORTH ANDOVER,MASSACHUSETTS 01845 SCALE: 1-=-27071 w Massachusetts -Department of Public safety :Unrestricted-Buildings of any use group which Board of Building Regulations and Standardss contain less than 35,000 cubic feet(991nn )of Construction Supervisor enclosed space. License: CS-046789 WILLIAM LMC"Y 5 KATHY.DR s HAVERHILLMA 01832 Failure to'possess a current edition of the Massachusetts Expiration State Building Code is cause for revocation of this license. Commissioner 08/29/2015 For.DPS Licensing information visit: www.Mass.Gov/DPS h 3 A _ /��O �O T T - -Andrew T.Zalewski-AIA C l�/1 V President (Lic.in MA,PA,NJ,C;Pd,NH,OH) DESIGNERS■ARCHITECTS■ PLANNERS ` q� John J.Cronin Jr.,AIA IN THE LMIQUELLE TRADITION - .. Vice President (Lic.in VT,ME;TX) Claude H.Miquelle SeniorAdvitor Project Number: Architect's Proiect 5774 Project OWNER: Minco. Project Name: C=Peachtree,Fafin= Project Location: i",4 4 ARCHITECT/ENGINEER: Andrew T. Zalewski for the MZO GROUP, Stoneham, Mass. Nature of Project:- New construction o a 2 story wood frame residential structure. In accordance with Section 116.0 of the Massachusetts State Building Code, 780 CMR I,Andrew T. Zalewski Registration Number 5092 Being a registered professional Architect hereby certify that I HAVE provided construction observation services on behalf of the owner, that I was present on the construction site on a regular and periodic basis and that to the best of my knowledge information, and belief,the work of the project has been executed in conformity with the documents approved for the building permit.to the best of my knowledge; information; and belief, the work of; B1 Framing and Rough Mechanicals, Plumbing,Electrical& Fire Protection . HAS BEEN SATISFACTORILY COMPLETED IN ACCORDANCE WITH THE construction documents,WITH THE FOLLOWING EXCEPTIONS (IF.any): 1. None \S�ERE�AR�hi T. STEHAfV1, MA 1 n 12-29-2014 Andrew T. Zalewski, A.I.A. for the MZO GROUP 92 Montvale Avenue,Suite 4350 r Stoneham,MA 02180.•Voice:781.279.4446•Fax:781.279.4448 E-Mail:mzo@mzogroup.com n Web:www.mzogroup.com all Single 2 x 12 SP#2 Roof BeamlBeam01 �/ ; Dry 1 span No cantilevers 0/12 slope Monday, December 29,2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development.House 2B Southview Description: Designs\Beam01 Address: Specifier: City, State,.Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: SPIB Misc: 1_�° 12 BO 20-06-00 B1 Total Horizontal Product Length=20-06-00 Reaction Summary(Down 7 Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 409/0 1,232/0 B1 50/0 35/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 96% 115% 160% 125% 1 Roof Ridge Unf.Area(Ib/ftA2) L 00-00-00 01=04-00 15 50 19-00-00 Controls Summary Value %Allowable Duration Disclosure Case Location Completeness and accuracy of input must S Pos: Moment 1,700 ft-lbs 68:8% 125% 2 10-03-00 be verified by anyone who would rely on End hear 274 lbs 12.1% 115% 4 01-01-04 output as evidence of suitability for Total Load Defl. U544(0.448") 33.1% n/a 2 10-03-00 particular application.Output here based Live Load Defl. U695(0.35") 34.5% n/a 7 10-03-00 on building code=accepted design properties and analysis methods. Max Defl. 0.448" 44.8% n/a 2 10-03-00 Installation of BOISE engineered wood Span/Depth 21.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W). Value Support . Member Material (800)232-0788 before installation.\n\nBC BO Hanger 2"x 1-1/2" 1,642 lbs n/a 96.9% Hanger CALCO,BC FRAMER®,AJS-, B1 Hanger 2"x 1-1/2" 324 lbs n/a 19.1% Hanger ALUOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions . PLUS@,VERSA-RIM®, For roof members with slope(1/4)/12 or less final design must ensure that ponding instability VERSA-STRAND@,VERSA-STUD®are will not occur. trademarks of Boise Cascade Wood Products L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code'minimum(U240)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. 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Bols66e cede Double'1-3/4 x 9-1/4" VERSA-LAM® 2.0 3100 SPRafter\Beam03 Dry 1 span 1,No cantilevers 10/12 slope: Monday, December 29, 2014 BC CALC®Design Report Non:Repetitive Build 3272 File Name: RaViNails.bcc . Job Name: Peachtree.Developnient.House 2B Southview Description`. Designs\Beam03 . Address: : . Specifier: ; City;State,:Zip: North Andover,MA Designer: Waren Putnam Customer: Company: MZO:Group Code.reports: ESR-1040 Miisc . 1 . 10 2 I111111 � 11111 .111i11111� 11111111 11i 1 1 BO 17-06-00 61 Total Horizontal Product Length=17-06-00 Reaction Summary(Down/Uplift).(lbs). Bearing. Live .bead Snow Wind Roof Live B0;5-1/2" 135/0 593/0 . B1.1 5-1/2" 2149/,0 - 1,129]0 Live Dead Snow Wind. Roof Live Trib. Load Summary Tag.Description Load Type : Ref::Start End: 100%. .. 90% 1156/6 160% 125% 1. Snow' Unf.Area;(lb/ft^2) L 00-0.0-00 17-06-00 20_ .5.0. 1.3 .2 Beam 2 Conc. Pt..(lbs) L 11-06-00 11-06-00 3481;629 n/a Controls Summary Value . %Allowable Duration . Case Location Pos. Moment 71588 ft=lbs 49.7%. 115% 4 .11=06-00 Shear 1;37 ° 115%o. 4 17-00-08, End: 4 tbs: 19:4/o Total Load Defl. U238(1.098") 75.6%. n/a. 4 09705-03 Live.Load DO. L/290:(0.97) 82.6% n/a 5 09-05-03 Max Defl:. 1:0.98" 87:9% n/a 4 09-05=03 Span/.Depth 21.7 . n/a n/a 0 00-00=00 %Allow %Allow BearingSupports Dim. Lx Value. Support. Member Material pp ( W) I BO Wall/Plate 5-1/2. x 3.-1/2 Z2Z lbs 8.9% 5%., SprucePine.Fir 61 Wall%Plate 5-1/2"x 3-1/2" 1,378 lbs 16.8% 9.5% Spruce.Pine Fir I Horiz.Length Product Length Slope and Cut Length . Slope Fascia Depth Plumb_Cut with.Hangerto dbl.top plate 10/12 .12" 17-06-00 23=05-01: Notes. . Design meets Code minimum(L/1 80):Total load deflection criteria. Design meets Code minimum,(L/240)Live load.deflection criteria. Design meets arbitrary(1.25")Maximum total load deflection criteria:. .Calculations assume.Member is Fully.Braced. Design.based on.Dry Service Condition.. Deflections.less than 1.18°were:ignored In the results. Page.1 of 2 solsecascade � Double 1-3/4" x 9.-1/4" VERSA LAM® 2.0 3100 SP RafterlBeam03 . . . _. . o cantilevers Dry 1 span N 110/12 slope: Monday,.December 29,2014 BC CALC®Design Report Non=Repetitive Build 3272 File Name: RaViiNails.bcc. Job Name: Peachtree.Development.House 26 Southview Description: Designs\13eam03 Address': Specifier:' City.,State,:Zip: North Andover,MA Designer: Waren Putnam Customer:. Company: MZO Group Code.reports: : ESR-1040 Misc Connection Diagram. Disclosure �{b; d:. Completeness and accuracy.of input:must LI be verified by anyone who would rely on a output as evidence of suitability for r particular application:Output here based on building code-accepted design c properties and analysis methods.. 1 Installation of BOISE engineered wood �1 • products must be in accordance with current installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call . . a minimum=2 c=5-1/4" (800)232-0788 before installation.WnBC b minimum=.3" d.=24" CALCO,BC FRAMER®,AJS-. ALLJOIST®,'BC RIM BOARDT" BCI®,. . Connection design assumes point load is.top-loaded.. For connection design of side-loaded BOISE GLULAM-9 SIMPLE FRAMING point loads,please.consult a technical.representative or professional of Record. SYSTEM;VERSA-LAM®;VERSA-RIM Member has no.side loads. PLUS®,.VERSA=RIM®, VERSA-STRAND@,VERSA-STUD®are. Connectors are: 160 Sinker Nails trademarks.of Boise Cascade wood Products L.L:C. Page 2 of 2 �BolseCescade Quadruple 2 x 10 SPF #2 RafterlBeam03a Dry 11 span I No cantilevers 10/12 slope. Monday, December 29, 2014 BC CALL®Design Report, Non-Repetitive Build 3272 p File Name: RaviNails.bcc Job Name: Peachtree.Development House 2B Southview Description: Designs\Beam03a Address: Specifier: City, Slate,.Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: NLGA Misc: . �10 12 I.11 11111111111111111111111111 1 BO 17-06-00 - 61 Total Horizontal ProductLength - 17.06-00 Reaction Summa Down/Uplift) b fY� . P ) (lbs) Bearing Live Dead Snow Wind . Roof Live BO, 5-1/2 135/0 593/0 B1, 5-1/2" 249/0 1,129/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag.Description . Load Type . Ref..Start End. 100% 90% 115% 160% 125% 1 Snow Unf.Area(Ib/ft"2) L 00-00-00 17-06-00 20 50 1.3 2 Beam 2 Conc. Pt. (lbs) L 11-06-00 11-06-00 348 1,629 n/a Disclosure Controls Summary Value %Allowable Duration . Case Location Completeness and accuracy of input must Pos. Moment o ° 7 588 ft-lbs 96.1/0 115/0 4 11- - be verified: n 06 00 b anyone who would rel on Y Y Y 0 0 End Shear 1,374 lbs 23.9% 115% 4 17-00-08 output as evidence of suitability for Total Load Defl. U286(0.915") 63% n/a 4 09-05-03 particular application.Output here based 0 on building code-accepted design Live Load Defl. U349(0.75 ) 68.9% n/a 5 09-05-03 and analysis h properties ys et ods. Max Defl. 0.915" 73.2% n/a 4 09-05-03 Installation of BOISE engineered wood Span/Depth 21.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 5-1/2"x 6" 727 lbs 5.2% 5.2% Spruce Pine Fir CALC@,BC FRAMERS,AJS rm, B1 Wall/Plate 5-1/2"x 6" 1,378 lbs 9.8% 9.8% Spruce Pine Fir ALLJOIST@'BC RIM BOARD- BCI®, BOISE GLULAM ,SIMPLE FRAMING SYSTEM®,VERSA-LAM@,VERSA=RIM Horiz.Length Product Length PLUS@,VERSA-RIM@, Slope and.Cut Length Slope Fascia Depth VERSA-STRAND@,VERSA-STUD@are Plumb Cut with Hanger to dbl.top plate 10/12 14-5%81, 17-06-00 23-05-01 trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1.2F)'Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"-Were ignored in the results. Page 1 of 1 Boisecestede Double 2 x 12 SP #2 Floor BeamlBeam02 Dry.1 1 span I No cantilevers 1.0/12 slope Monday, December 29,2014 BC CALL®Design Report, Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam02 Address: Specifier. City;State, Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: SPIB . Misc: BO 05-08-00 61 Total Horizontal Product Length=05-08-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 348/0 1,629/0 B1 348/0 1,629/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag.Description Load Type Ref:.Start End 100%. 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00=00-00 05-08-00 10 50 11-06-00 Controls Summary value %allowable Duration Disclosure Case Location Completeness and accuracy of input must Pot. Moment 2,598 ft-lbs 57.1% 115% 1 02-10-00 be verified by anyone who.would rely on End Shear 1206 lbs 26.6% 115% 1 01-01.04 output as evidence of suitability for Total Load Defl. U999(0.028") n/a n/a 1 02-10-00 particular application.Output here based Live Load Defl. U999(0.023") n/a n/a 2 02-10-00 on building code-accepted design properties and analysis methods. Max Defl. 0.028" n/a n/a 1 02-10-00 Installation of BOISE engineered wood Span/Depth 5.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value. Support. Member Material (800)232-0788 before installation.\n\nBC BO Hanger . 2"x 3" 1,977 lbs n/a 58.3% Hanger CALCO,BC FRAMER®,AJS-, B1 Hanger 2"x 3" 1,977 lbs n/a 58.3% Hanger ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes . . PLUS®,VERSA-RIM®; Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Design mtrademarks of Boise Cascade Woodeets Code minimum(0360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Bclsecaecade Triple 2 x 12 SP #2 Floor BeamlBeam04 Dry.1 1 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam04 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO.Group Code reports: SP.IB . Misc: 3 07-00-00 BO B1 .Total Horizontal Product Length=07-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 892/0 793/0 2,275/0 B1 892/0 793/0 2,275/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 07-00-00 10 50 13-00-00 2 Ceiling Unf.Area(Ib/ft^2) L 00-00-00 07-00-00 30 10 08-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos-. Moment 5,220 ft-lbs 76.5% 115% 3 03-06-00 be verified by anyone who would rely on End Shear 2,169 lbs 31.9% 115% 3 01-01-04 output as evidence of suitability for Total Load Defl. U999(0.058") n/a n/a 3 03-06-00 . particular application.Output here based Live Load Defl.. U999(0.043") n/a n/a 6 03-06-00 on building code accepted design properties and analysis methods. Max Defl. 0.058" n/a n/a 3 03-06-00 Installation of BOISE engineered wood Span/Depth 7.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232=0788 before instal lation.\n\n BC BO- Hanger 2"x 4-1/2 3,169 lbs n/a 62.3% Hanger CALCS,BC FRAMERO,AJ8-, B1 Hanger 2"x 4-1/2" 3,169 lbs n/a 62.3% Hanger ALLJOISTS BC RIM BOARD-,BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM Notes. PLUS@,VERSA-RIMS, Design meets Code minimum(L/240)Total load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's.design professional of record. Deflections less than 1/8`'were ignored in the results. Page 1 of 1 sclse cascade'. Triple 1-3/4" 0.1. VERSA-LAMO 1.12650 SP Floor Beamkftam04a loan Dry 1:1 span I No cantilevers[0/12 slope: Monday, December 29,2014 BC GALC®Design Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Development.House 26 Southview Description`. Designs\Beam04a Address' _ Specifier: City,State, Zip: North Andover;MA Designer: .Waren Putnam Customer: Company: MZO:Group Code.reports: : ESR-1040 . Misc . B0 14-00-00 B1. _ - . Total Horizontal Product Length .14 00-00 Reaction Summary(Down/:Uplift} (Ibs) Bearing Live, Dead SnowWind Roof Live 60,3=1/2" 1;155/0 1,421.0 0 4,550/0 61,3=1/2" 1,155/0: 1,421 /0 4,550/0 Live Dead: Snow Wind .Roof.Live Trib. Load Summary . Tag Description: Load Type Ref: Start End 100% : 90% 115%. 160% 125% 1 Roof Unf.Area(lb/ft^2) L .00=00-00 14-00=00 1.0 50 13-00-00 2 CeilingUnf:Area(lb/ft.2): L 00-00-00 14-00-00 30 10 05-06-00 Controls Summary_ Value %Allowable Duration Case .. Location Pos:,Moment 19,554 ft-lbs 62.3% 115% 2. 07-00=00 End Shear 4,878 lbs 35.8% 115% 2 01-03-06 Total Load Defl. L/314(0:518") 76.5% n/a 2 07-00-00 :. Live Load Defl. L/412(0:395") 87.5% n/a 5 07-00-00 Max.Defl. 0.518,. 51.8% n/a 2 07-00-0.0 Span/Depth 13:7 n/a n/a 0 00-00-00 Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material. .BO Wall/Plate 3=1/2"x 5-1/4 5971.lbs 76.5% 483%. Spruce Pine Fir. B1 .:Wall/Plate. 3-1/2"x 5-1/4". :5,971 lbs: 76.5% 43.3% Spruce Pine Fir Notes Design.meets Code:minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")M.aximum:total load deflection criteria. Calculations assume Member is:Fully Braced. Design based on Dry Service Condition. Deflections:less than 1/8`'.were ignored in results: Bolsecaseade Triple 1.3/4":x 11-7/8" VERSA-LAM® 1.7 2650 SP floor Beamll3eam0.4a .. . : Dry 1.1 span I No cantilevers 0/12 slope Monday, December 29,:2014 BC CALCO Design Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Development.House 2B Southview Description`. Designs\Beam04a Address: Specifier: City,State,:Zip:North Andover;MA Designer: Waren Putnam Customer: Company: MZO:Group Code.reports: : ESR-1040 . :Misc Connection Diagram. Disclosure b d Completeness and accuracy.of input must L1be verified by anyone who would rely on. a : • output as evidence of suitability for o o particular application:Output here based on it in c bud code= acre ted design 9 P . 9 � . properties and analysis methods. Installation of BOISE en ineered wood. 0 0 0 9 e products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,pleae call a minimum 2 c=6-7/8 (800)M-0789 beforesnstallation.\n\nBC b minimum=3' d.=24" CALCO,BC FRAMERO,AJSTm RDT",.BCI e minimum=3". ALLJOIST®,BC RIM BOA ®,. BOISE GLULAMT"';SIMPLE FRAMING Nailing schedule applies to both sides.of the member.. SYSTEM®,VERSA-LAM®;VERSA-RIM Member has no side loads.. PLUS@,,VERSA-RIMO,. VERSA-STRAND®,VERSA-STUD®are Connectors are:16d-C6 m* mon Nails r t ademarks f Boise 0 o se Cascade Wood Products L.L.C. I i Page,2 of 2 Bohecascade Triple 1-3/4" x 9-1/4" VERSA-LAMO 2.0 31:00 SP Floor BeamlBeam07 Dry 1 1 span No cantilevers 10/12 slope Monday.December 29,:2014 BC CALCO Design.Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree,Development.House 2B Southview Description`. Designs\Beam07 Address:. _ Specifier: .City,State,Zip: North'Andover,MA Designer: Waren Putnam Customer Company: MZO Group Code.reports: : ESR-1040 Misc: . I' 13-06-00' .BO B1 T = - otal Horizontal.Produot Length 13=06 00 Reaction Summary(Down/Uplift) (Ibs). Bearing. Live Dead Snow Wind Roof Live BO, 3-1/2.. . . . 2,430/0 . . 905/0 I B1; 3-1/2' 2,430/0 — 905/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description . . . Load Type Ref. Start End 100% 90% 115% .160%.125%. 1 2nd.Floor Ceiling Unf:Area:(lb/ft^2) L 00-00-00 1-3-06.0:0 30 10 12-00=00 ControlS Surnmary Value %Allowable Duration Case Location Pos._Moment 101504 ft=lbs 52.8% 100%° 1 06-09-00 End.Shear 2,810 ibs . 305% 100% 1 01-00-12 Total Load Defl. L/337(0.464") . . 71.2% n/a 1 06-09-00 . Live Load'Defl. U463(0.338") . 77.8% n/a 2 06-09-00 Max Defl. 0.464" 46.4% n/a 1 06709-00 Span%Depth 16.9 n/a n/a 0 60-00-00 %Allow %.Allow Bearing Supports Dim.(L x W) Value Support. ._ Member Material BO Post 3-1%2"x 3-1/2". :3,335 lbs 37:6% 36.3%. Spruce Pine Fir B1 Post 3=1/2"x 3-1/2" 3;335 lbs 37:6% 36.3% Spruce Pine.Fir Cautions :. Member is not fully supported at post BO.. A connector is required at this bearing: Member is not fully supported at post:B1. A connector is required at this bearing. Notes Design meets Code minimum(L/240):Total load deflection criteria. Design meets.Code.minimum(L/360)Live load deflection criteria. Design meets arbiitrary.(1")Maximum total.load deflection criteria.. Calculations assume Membee-is Fully Braced. Design based on Dry Service Condition.. Deflections less than.1/8"were ignored in the results. Page.1 of 2 . �. eolsecascade Triple 1-3/4" x 9 114"VERSA-LAM® 2.0-31-00 SP Floor BeamlBearn07 Dry 1:1 span I No:cantilevers 0/12 slope: ,Monday, December 292014 BC CALCO Design Report Build 3272 File Name: RaV'iNails.bcc . Job Name. Peachtree Development.House 213 Southview Description: Designs\13eam07 Address: Specifier:: .City; State,Zip: North Andover;MA Designer: .Waren Putnam Customer: Company: MZO:Group Code.reports: : ESR-1040 . Miiscc Connection Diagram. Disclosure b *. d Completeness and accuracy.of input:must a be verified by anyone who would rely on. 7-0 a. output as evidence of suitability for o o particular application:Output here based c on building code-accepted design IL properties and analysis methods. Installation of BOISE engineered wood e 0 products must be in accordance with currentlnstallation Guide and.applicable building codes.To obtain Installation Guide a minimum=2" c=4-1/4 or ask questions,please call . (800)232 0788 before installation.WnBC b minimum=.3" d=24" CALCO;BC FRAMER®,AJSTm, e minimum 3" ALLJOISTO,BC RIM BOARD-..,.BCI(D,. . BOISE GLULAM-j SIMPLE FRAMING Nailing schedule applies to:both sides.of the member. SYSTEM,VERSA-LAM@);VERSA-RIM Member has no,side loads.. PLUS®.;.VERSA =RIM® VERSA-STRAND®,VERSA-STUD@ are. Connectors are: 16d Common Nails 4ratlemarks.of Boise cascade wood Products L.L.C. . . Page,2 of 2 Bolseces�ede Triple 1-3/4'" it 11.1/4" VERSA-LAMO 2.0 3100 SP Floor BeamlBeam08 Dry 11 span I No:cantilevers j.0/12 slope Monday,.December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree.Developnient.House 2B Southview 'Description: Designs\Beam08 Address: ' Specifier: City,State :Zip: North Andover,MA Designer: Waren Putnam Customer*. Company: .MZO Group Code.reports: : ESR-1040 Miisc . 3. . I i t . BO 10-00-00 1 61 Total Horizontal Product Length:. 10-00-00 . Reaction Summary(Down/Upaift) (lbs). Bearing . . Live Dead. . . . Snow. . Wind Roof Live .BO,3-1/2,,. 2,711 /0 2,034,/0 61,3=1%2" 3,205/0 1;885./0 Live Dead Snow Wind Roof Live Trib. Load.Summary Tag.Description . Load Type . Ref. Start: End, 100%, . 90% : 115% .160%.125% 1.-. :Beam:39 Conc. Pt. (lbs) L 09-00-00. . 09=00-00 458 309 n/a 2 2nd.Floor Ceiling: Unf.Area(Ib/ft^2) L 08-U0-00 10-00-00 40 10 09-00-00 3 : 2nd.Floor Unf.Area(Ib/f,A2) L 00=00-00 10-00-00 .40 10 06=00-00 4 .' :Beam 24 Conc:.Pt..(lbs) L. 04700-00 04-00700 2,339 2,659 : n/a Controls.Summary. Value- %Allowable Duration Case Location. Pos..Moment 15,360 ft-lbs 53.3% 100%. . 1 04-00=00 End Shear. 41355:lbs . 38.8% 100% 1 01-02-12 . Total Load Defl. :. L/652.(0:176") 36.8% n/a 1 04=10=08 Live Load Defl. L/999(0:098") n/a n/a 2 04-10=08 Max.Deft. 0.176". 17.6% n/a 1 04-10-08 Span%'Depth 10.2 n/a. n/a 0 0.0-00-0.0 %Allow %Allow Bearing-Supports Dim.(L x W). Value Support Member. Material B0 Post. 3-1/2",x 3-1/2 4,745.Ibs 53.4% 51:6%. Spruce Pine.Fir B1 ..Post 3.1/2"z 3-1/2" 5,091 lbs: 57.3% .55.4% . Spruce Pine.Fir .Cautions . Member is notfully supported at post BO.. A connector is required at this bearing. Member-is riot:fully supported at post B1...A connector is required at.this bearing: Notes.. Designmeets Code minimum(L/240)Total:load:deflection criteria. 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:. Bblsecestede Triple 173/4" it 11-1/4" VERSA-LAMV 2.0 3100 SP Floor BeamlBeam08 DryJ 1 span J'No:cantllevers 0/12 slope: Monday,.December 29 2014 BC CALL®Design.Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Development.House 26 Southview Description`.Designs\Beam08 Address: : . Specifier: City, State,Zip: North Andover,MA . : Designer: Waren Putnam Customer: Company: MZO:Group Code,reports: : ESR-1040 . Misc. . 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 o o particular application:Output here based c on building code-accepted design is e.. . • • properties at oof BOISE h eng neered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask leae call a minimum:.=2 c=.6-1/4 (800)232 0788 buestions,e ore installation.WnBC b minimum=.3" d 24" CALCO,BCFRAMER@,AJS-, e minimum 3" ALLJOIST@,BC RIM BOARDTM;.BCIO, LAM-i SIM BOISE GLU FLE FRAMING Connection design assumes point load is top-loaded..For connection design of Side-loaded SYSTEM@;VERSA-LAMO,VERSA-RIM point,loads, please consult a technical representative or:professional of Record: PLUS@.,.VERSA=RIM.®, VERSA-STRAND®,.VERSA-STUD@ are. Nailing schedule:applies to both sides of the member. trademarks.of Boise Cascade wood Member has Yio side loads. Products L.L.C. Connectors are: 1.6d Common Nails Page 2 of 2 Bolsecascade Double 2 x 10 SP#2 Floor BeamlBeam09 Dry 1 span No cantilevers 0/12 slope Monday, December 29, 2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Developrndnt.House 2B Southview Description: Designs\Beam09 Address: Specifier. City, State,Zip: North Andover,MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: . SPIB Misc: 1 !1 BO 05-00 0 B1 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift') ('Ibs) Bearing Live Dead Snow Wind Roof Live BO 146/0 64/0 B1,3-1/2" 154/0 68/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160%.125% 1 Ceiling Unf.Area(Ib/ft^2) L 00-00-00 05-00-00 30 10 02-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 235 ft4s 8.2% 100% 1 02-05-07 be verified by anyone who would rely on End Shear 130 lbs 4% 100% 1 00-11-04 output as evidence of suitability for Total Load Defl. U999(0.003") n/a n/a. 1 02-05-07 particular application.Output here based Live Load Defl. U999(0.002") n/a n/a 2 02-05-07 on building code-accepted design properties and analysis methods. Max Defl. 0.003" n/a n/a 1 02-05-07 Installation of BOISE engineered wood Span/Depth 6.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call BearingSupports Dim. L x Value Support Member Material 800 232-0788 before installation.\n\nBC pp ( � pp ( ) BO 'Hanger 2"x 3" 211 lbs n/a 6.2% Hanger CALCO,BC FRAMER®,AJS- B1 Post 3-1/2"x 3" 221 lbs 2.9% 3.7% Spruce Pine Fir ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA=RIM®, Design meets Code minimum(L/24.0)Total load deflection criteria VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Bol"CascWe Double 2 x 10 SP #2 Floor BeallnlBealm10 Dry 1:1 span I No cantilevers l.OL12 slope Monday December 29 2014 BC CALL®Design Report Build 3272 File Name: RaViiNails.bcc Job Name: Peachtree.Development.House 2B Southview Description`.Designs\Beam10 Address: Specifier: City, State,Zip; North Andover;MA Designer: .Waren Putnam . . Customer:. Compan y: MZO Group Code.reports: : SPIB Misc.. 10-00-00 Bo B1 Total Horizontal.P.roduct Length=10=00-00 Reaction Summary.(Down/Uplift).(Ibs). Bearing Live Dead Snow Wind Roof Live BO;3-1/27*. 96/0 B1, 3-1/2". 50%0 54/0 Live Dead Snow. Wind Roof Live: Trib. Load Surnmary Tag.Description Load Type Ref:.Start End 100%0 90% 115% .160%.1250/6. 1. Beam 9. . Conc. Pt.:(Ibs). L 03=06-00' : 03-06=0:0 :146 64. n/a Disclosure Controls Summary Value. 0%Allowable,Duration Case Location Completeness and accuracy of input must Pos. Moment 517 ft abs 18.1% 100% 1 03-06-00 be verified.by.anyone who would rely on End.Shear 163 lbs 5/ 100% 1 01=00.12 . output as evidence-of suitability'for' Total Load Defl. L/999(0.025") n/a. n/a 1 04-08-04 .particular application.Output here based Live Load Defl. L/999(0.014") n/a. n/a 2 04-07-04 on building code-accepted design properties and.analysis methods Max, Defl.. 0:025" n/an/a 1 04=08-04 Installation of BOISE engineered wood. Span/Depth 12.4 n/a n/a 0 00-00=00 Products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Allow %.Allow, or ask questions,please call . Bearing SuppOrtS. Dim.(L x W) Value Support: Member Material (800)232-0788.before installation.\n\nBC. . BO Beam_ . 3-1/2 x 3" 170 lbs 2,2% 2.9%. Versa-Lam 1.7 CALCO;BC FRAMERO,AJSTm,. B1 Post 3=1/2"x 3" 104 lbs 1:4% 1.7% Spruce Pine.Fir BOISEIGL®�,4MT^^BC IS MPLEOFRAM NIG NoteS.. PLUS® VERSA VERSA-LAM@,,VERSA RIM Desigrimeets Code minimum(L/240)Tot load deflection criteria. VERSA:STRANDO,.VERSA-STUDOare trademarks of Boise Cascade Wood Design meets.Code minimum(L/360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(11-Maximum total load.deflection criteria.. . Calculations assume Member is Fully Braced: Design based on Dry Service Condition `"7The 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 of the project's designprofessional.of.record. .. Deflections less than 1/8'.'were ignored in the results. Pagel of 1 .. . Poisecascede Double 2 x 8 SP #2 Floor Beam113eam11 Dry 1 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam11 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: SPIB Misc: i 04-00-00 BO B1 Total Horizontal Product Length=04-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live. Dead Snow Wind Roof Live BO,3-1/2" 478/0 202/0 B1,3-1/2" 249/0 102/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 . Ceiling Unf.Area(Ib/ft^2) L 00-00-00 03-00-00 30 10 07=00-00 2 Beam 10 Conc. Pt.(lbs) L 01-00=00 01-00-00 96 74 n/a Controls.Summary value Disclosure.%Allowable Duration Case Location Completenessand accuracy of input must Pos..Moment 477 ft-lbs 23.6% 100% 1 01-09-12 be verified by anyone who would rely on End Shear 424 lbs 16.7% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. L/999(0.008") n/a n/a 1 01-11-04 particular application..Output here based Live Load Defl. U999(0.006") n/a n/a 2 01-11-04 on building code-accepted design properties and analysis methods. Max Defl. 0.008" n/a n/a 1 01-11-04 Installation of BOISE engineered wood Span%Depth 5.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide andapplicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please.call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3" 680 lbs 8.9% 11:5% Spruce Pine Fir CALL®;BC FRAMERS,AJS-, B1 Post 3-1%2"x 3" 351 lbs 4.6% 5.9% Spruce Pine Fir ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Bclsecesdaae Double 2.x 10 SP#2 Floor BeamlBeam, 12, �. Dry :1 span J No cantilevers 0/12 slope: Monday, December.29, 2014 BC CALL®Design Report Build 3272 File Name: RaViNails.bcc Job Name: Peachtree.Development.House 2B Southview Description: Designs\Beam12 . Address Specifier: City-,State,Zip: North Andover;MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : SPIB Misc . . 2 05-00-00 BO B1 . Total Horizontal Product.Length=.05-00=00 Reaction Sumrnary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 562/0 80310 2,000/0 B1,3-1/2,, - 562/0 803/0 2,000/0 Live Dead Snovr Wind Roof Live Trib.. Load Summary Tag Description: Load Type Ref: Start End 100% 90% 115%: 160% 125% 1 . Ceiling Unf.Area(Ib/ft^2). L' 00=00-00' : 05-00=00 30 10 07=06-00 2 Roof Unf.Area(Ib/ft^2) L 00700-00.. 05-00-60: 16-00-00 Disclosure Controls.Summary Value. %o Allowable Duration Case Location : Completeness and accuracy of input must Pos:.Moment 2,891.ft-lbs 88.2% 115% 2. 02-06=00 be verified by anyone who would,rely on End Shear, 1,612:lbs 43.3% 115% 2 01=00-12 output as evidence of suitability for Total Load Defl. U999;(0:039") n/a n/a 2 : 02-06-00 . :particularapplication.Output here based . Live Load Defl. L/999(0:028") n/a n/a 5 02-06=00 on building code accepted design properties and analysis methods. Max.Defl.. 0:039" n/a'.' n/a 2 02-06-00 : Installation of BOISE engineered wood Span Depth 5:9 n/a . n/a 0 00=00-00 products must be in accordance with current Installation Guide and:applicable . building codes.To obtain Installation Guide Allow %Allow or ask questions,:please.call. Bearing'SuppOrtS Dim.(L x W) . . Value Support Member Material. (800)232=0788 before installation.\n\nBC' BO Post 3-1/2"x 3" 2,803.lbs 36.8% 47.3%. Spruce Pine Fir CALL®,.BC FRAMERo,AJST°", B1 : Post 3-1/2'x 3" 2,803 lbs: 36.8% 47.3% Spruce Pine.Fir 49 ALL BC RIM BOARD-. BCI®, BOISE GLULAMTm,SIMPLE .FRAMING . SYSTEM@,VERSA-LAMO,'VERSA-RIM Notes. PLUS®;VERSA-RIM@, Design.meets Code minimum( -2. 40)Total load deflection criteria: VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade wood: Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. Design meets.arbitrary(17)Maximum:total;load.deflection criteria. Calculations assume Member is Fully Braced. Design based on:Dry 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.hot. limited'to notching;connections;installation,and engineer/architecfceitification is the responsibility of the project's.design professional of record: Deflections less than 1/8"were ignored in the results: Page.1 of 1. polsecascede Double 1-3/4".)t.9-114,, VERSA-LAW 1.7 2650 SP .Floor BeamMeam13 Dry 1:1 span I No cantilevers 1.0/12 slope: Monday,.December 29, 2014 BC CALL®Design Report Build 3272 File Name• RaviNails.bcc. Job Name: Peachtree Development House 2B Southview Description`. Designs\Beam13 Address: Specifier: City,State,:Zip: North Andover;MA Designer: .Waren Putnam Customer: Company: MZO:Group Code.reports: ESR-1040 . Miisc: os-oo-oo BO 61 Total Horizontal Product Length=.06-00-00. Reaction.Summary(Down/.Uplift) (lbs j Bearing Live. " " Dead" Snow Wind" Roof Live B0,3=1/2" 675 7 0 1,041 /0 2,625/0 B1,3=1/2" 675/0 :. 1,041 /0 2,625/0 Live Dead: Snow Wind Roof Livia Trib. Load Summary Tag Description: Load Type Ref: Start End 100% : 90% 115%. 160% 125% 1 Ceiling. Unf.:Area(Ib/ft^2). _ L" .00-00-00 06-00-00 30 : 1.0 07=06-00 2 ." :Roof Unf.Area(Ib/ft"2) L. .00-00-00 06-00-00: 15 50 17-06-00" Controls Summary Value. "/o Allowable. Duration" Case :. Location .Pos.,Moment 4,690 ft-lbs: " " 36%' 115% 2 03-00=00 End Shear 21367:Ibs 33.5% 115% 2 01=00-12 Total Load Defl. 0999.(0:066") n/a n/a 2 03-00-00 Live Load.Deft. U999"(0:047") n/a . n/a 5 . 03-00.00 Max Defl. 0:06611. n/a. n/a 2 03-00-00 Span/Depth 7.2 n/a .. n/a 0 00700-00 _%Allow %Allow Beairing Supports Dim.(Lx W) . . Value Support Member Material. B0. Post. 3-.1/2"x 3-1/2" 31.666.lbs 41.3% .30.9% Spruce Pine.Fir B1 Post . 3"VT x 3-1/2" 3,666 lbs 41.3%, 39.9% Spruce Pine Fir Notes. Design meets"Code minimum(-L/240)Total load deflection criteria. Design meets Code minimum'(U360)Live load deflection criteria. Design meets.arbitrary(1")Maximum:total:load deflection criteria. . . Calculations as Member is Fully Braced. Design based on Dry:Service Condition: Deflections:less than 1/8"were ignored in the results: Page.1 of 2 �Bolsecoseade Double 1-3/4" x 9-1/4" VERSA-LAM® 1.7 2650 SP Floor BeamlBeam13 Dry 1 span No cantilevers 10/12 slope Monday, December 29, 2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree Development House 2B Southview Description: Designs\Beam13 Address: Specifier: City, State,:Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: ESR-1040 Misc: Connection Diagram. Disclosure y+l 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 c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance:with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c= 5-1/4" (800)232-0788 before installation.WnBC b minimum=3" d =24" CALCO,BC FRAMER®,AJS- ALLJOIST®,BC RIM BOARD- BCI®, Member has no side loads. BOISE GLULAM-j SIMPLE FRAMING Connectors are: 16d Sinker Nails SYSTEM® VERSA-LAM®;VERSA-RIM PLUS®.,.VERSA=RIM@, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. .Page 2 of 2 Boise Cascade Double 2 x 8 SPF #2 Floor BeamlBeam14 Dry 1 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALCO Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam14 Address: } Specifier: City,State, Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: NLGA Misc: i BO 05-00-00 61 Total Horizontal.Product Length=05-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live. Dead Snow Wind Roof Live BO 622/0 219/0 B1, 3-1/2" 653/0 231 /0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type .Ref..Start End 106% 90% 115% 160% 125% 1 Ceiling Urif.Area(Ib/ft^2) L 00-00-00 05-00-00 30 10 08-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 939 ft-lbs 40.8% 100% 1 02-05-06 be verified by anyone who.would rely on End Shear 575 lbs 29.4% 100% 1 00-09-04 output as evidence of suitability for Total Load Defl. U999(0.028") n/a n/a 1 02-05-06 particular application.Output here based Live Load Defl. U999(0.02") n/a n/a 2 02-05-06 on building de-a d design properties ann d analysis methods. Max DO- 0.028" n/a n/a 1 02-05-06 Installation of BOISE engineered wood Span%Depth 7.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building.codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x w) _ Value Support Member Material (800)232-0788 before installation.\n\nBC BO Hanger 2"x 3" 841 lbs n/a 33% Hanger CALC®,BC FRAMER®,AJS-, 0 o ALLJOIST® BC RIM BOARD- BCI® 61 Wall/Plate 3-1/2 x 3" 884 lbs 19.8/0 19.8/o Spruce Pine Fir BOISE GLUL.AM-,SIMPLE FRAMING SYSTEM® VERSA-LAM®,VERSA-RIM Notes._ PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(11")Maximum total load.deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise CascadeDouble 1-314" x 9-1/4" VERSA-LAM® 1.7 2650 SPFloor BeamlBeam15 Dry 11 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam15 Address: Specifier: City,State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR 1040. Misc: 11-06-00 BO 131 Total Horizontal Product Length=11-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 535/0 347/0 B1, 3-1/2" 540/0 349/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% IMAM 1 Ceiling 1 Unf.Area(Ib/ft^2) L 00-00-00 11-06-00 30 10 03-00-00 2 Ceiling M Bed Conc. Pt. (lbs) L 06-06-00 06-06-00 40 14 n/a 3 Wall Above Beam Unf. Lin. (Ib/ft) L 00-00-00 11-06-00 20 n/a Controls Summary Value %Allowable Duration Case Location Pos.Moment 2,407 ft-lbs 21.2% 100% 1 05-10-14 End Shear 731 lbs 11.9% 100% 1 01-00-12 Total Load.Defl. U990(0.134") 24.2% n/a 1 05-08-13 Live Load Defl. U999(0.082") n/a n/a 2 05=08-13 Max Defl. 0.134" 13.4% n/a 1 05-08-13 Span/Depth 14.3 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" 882 lbs 9.9% 9.6% Spruce Pine Fir B1 Post 3-1/2"x 3-1/2" 890 lbs 10% 9.7% Spruce Pine Fir Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)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. Boise cascade Double 1-3/4" )c 9-114°' VERSA LAW 1.72650 SP Floor 136=113e=15 Dry 1:1 span I No:cantllevers 10/12 slope Monday,.December 29, 2014 BC CALL®Design Report Build 3272 - File Name: RaviNails.bcc Job Name: Peachtree,Development House 2B Southview Description`.Designs\Beam15 Address: Specifies: City; State; Zip: North Andover,MA Designer: Waren Putnam Customer Company:: MZO:Group Code.reports: : ESR-1040 M'isc. Diagram Connec i n t o a ram Di sclosure yam{b. d;, Completeness and accuracy.oflnput must L be verified by anyone who would rely on.. a output as evidence of • • R suitability for particular application:Output he 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.To obtain Installation Guide a minimum=2" c=.5-1/4' or ask questions,please call (800)232-0788 before'installation.VAnBC b minimum=3" d.=24" CALCO.BC FRAMER®;AJS-. . . ALLJOIST®,BC RIM BOARDTM'.,.BCI®,. TM';SIM Calculated Side Load 60.0 Ib/ft BOISE GLULAMPLE'FRAMING SYSTEM@;VERSA-LAM@;VERSA-RIM Connection design assumes point load is top-loaded. For connection design of side loaded PI U$@,;.VERSA=RIM@,. VERSA-STRAND@.,VERSA-STUD@ are point loads, please consult o technical representative or mofessional of Record: trademark§.of noise Cascade wood Connectors.are:3-1/ in. pneumatic gun nails Products LLC. I Page 2 of 2 Poise cascade Double 1-3/4"'x 9-1"/4"VERSA-LAM® 1.7 2650 SP Floor BeamlBeam16 Dry 1:1 span I No cantilevers 10/12 slope Monday,.December 29,2014 MEN— BC CALL®Design Report " Build'3272 File Name: RaviNails.bcc Job Name: Peachtree,Developrnent.House"2B Southview Description`. Designs\Beam16 . Address: Specifier: .City,. State,:Zip: North Andover,MA Designer: Waren Putnam Customer:. Company: MZO Group Code.reports: : ESR-1040 Miisc: . I i 3 I 2 - 1 1 . BO 07-06-00: A " 131. Total Horizontal Product Length :. 07-06-00 " Reaction Summary(Down/Uplift)"(lbs). Bearing Live Dead. Snow. . Wind . " Roof Live BO,.3-1/2,.. 975/0 .1,273/0 .3,2- 81 /0 . B1, 3-.112" .. .975/0 1,273/0 3,281 /0 Live Dead Snow Wind Roof Live Trib. Load Summary. Tag.Description . " Load Type Ref..Start: End 1000/6. .90% 115% 160% 125% " 1- :Roof Unf:Area(Ib/ft^2) L. 00-00-00 07=06-00 :10 50 1T 06-00 2 Ceiling 2.Master Be.:. Unf:Area(Ib/ft^2) L 00-00-00 07-06-00 40 10 . . 06-06-00 3 Wall Unf. Lina(Ib/ft). L .00=00-00 07-06=00 90 n/a Controls Summary value %Allowable Duration Case . Location . Pos::Mornent .7,527 ft-lbs 57.7% 115% 2 03=09-00 End"Shear:. 3,264 lbs 46.1% 115% 2 01-00A2 Total Load.Defl. L/494(0.171") 48.6% n/a 2 03-09-00. Live Load Defl U999:(0.123") n/a n/a 5 03.09=00 Max D.efl. :. 0.171 .17.1% n/a 2 03-09-00 Span/Depth 9:1 n/a n/a 0 .00-00-06 o/o Allow ° Allow Bearing Supports Dim.(L x W) value Sup port Member " " Material BO. Post 3-1/2"x 3-1/2" 4,554 lbs 51.3% 49.6% " :Spruce.Pine Fir B1 Post. 3=.1/2".x 3-1/2'` 4;654.ibs 51.3% 49:6% Spruce Pine.Fir Notes . .Design meets.Code minimum(L/240):Total load deflection criteria. Design meets'Code:minimum(L/360)Live load deflection criteria. . Design meets arbitrary(V)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. Pagel of 2".. lt1►.)801secaseade Double 1-3/4" x 9-114" VERSA-LAM® 1.7 2650 SP' Floor BeamlBeam16 Dry 1 spam No cantilevers 1.0/12 slope: Monday, December 29,.2014 BC CALC®Design Report I Build 3272 File Name: RaViNails.bcc Job Name: Peachtree.Development House 26 Southview Description`.Designs\Beam16 Address: : Specifier: City, State,Zip: North Andover,MA Designer: Waren Putnam Customer: . .. Company: MZO Group Code.reports: : ESR-1040 . Misc . Connection Diagram Disclosure' Com leteness and accurac .of in ut:must b .. d P Y R 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 c properties and analysis methods,. Installation ofl SE engineered wood. products must elin accordance with . current Installation Guide and applicable building codes.To obtain Installation Guide lease call a minimum=2 c=5-1/4" (800)232-0788 be ore ins allation.\n\nBC b minimum=.T' d.=24" CALCO,BC FRAMER@,AJSTm ALLJOIST®,BC RIM BOARDTA° .BCI®,. Member has no side loads. BOISE GLULAMTm,SIMPLE FRAMING Connectors are: 16d Sinker Nails SYSTEM@;VERSA-LAM@,VERSA-RIM PLUS@.,.VERSA=RIM@, VERSA-STRANDO,'VERSA-STUD®are. trademarks.of Boise Cascade Wood Products L.L.C. Page 2 of 2 Poise Caseade Double 1-3/4" x 9-1/4" VERSA LAM® 1.7 2650 SP- .Floor BeamlBeam17 Dry 1:1 span I No:cantilevers 1.0/12 slope Monday,.December 29,2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name, Peachtree.Development.House 2B Southview Description`. Designs\Beam17 Address: Specifier: City;State,:Zip;North Andover,MA Designer: Waren Putnam Customer:... Company: .MZO:Group Code.reports: ESR-1040 . Misc 2 1. os-oo-0o B0 61 . Total Horizontal Product.Length=.08-00-00. Reaction Summary:(Down/:Uplift) lbs) Bearing Live. Dead Snow Wind Roof Live B0, 3=1/2" 1,12010. ' 1,018/0 3,500/0 B1, 3=1/2" 1;120/0 1,018/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description: Load Typo Ref: Start End 100% 90%0 115%: 160% 125% .1 Roof. Unf.Area(Ib/ft"2). L 00=00-00 08-00=00 : 10 50 17=06-00 2 Ceiling: Unf:Area(Ib/ft^2): L 00700=00. 08-00-00: 40 10 07-00-00 Controls.Summary value. "/o Allowable: Duration Case :. Location Pos..Moment 8,029 ft-lbs 61..5% . 115% .'2. 04-00700 End Shear 3;318:Ibs 46:9% 145% 2 01-00-12 Total Load Defl. U432:(0;209") 55.6% n/a _ 2 04-00=00 Live Load.Defl. L/558(0:1 tit") 64.6% n/a _ 5 . 04-00-00 Max.Deft.. 0209', 20:9% n/a 2 04-00-00 .Span/Depth 9:8 n/a n/a 0 00=00-00 %Allow %Allow Bearing Supports Dim.(Lx W) Value Support Member Material. BO Post. 3-.1/2"x 3-1/2 4;518 lbs 50.9°/% 401%. Spruce Pine.Fir B1 Post 3-1/2"x 3-1/2" 4,518 lbs: 50.9% 49.2% , Spruce Pine.Fir Notes. Design.meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design IneeWarbitrary(V')MaximUm:total.load.deflection criteria. Calculations assume Member is:Fully Braced. Design based on Dry:Service Condition. Deflections less than 1/87.were ignored in the results: Page.1 oft . BolseCascade Double 1-3/4" x 9-1/4" VERSA-LAM® 1.7 2650 SP .Floor Bea mlBeam17 Dry 1 1 span I No:cantilevers 0/12 slope Monday,.December 29,:2014 BC GALC®Design Report Build 3272 File Name: RaViNails.bcc Job Name. Peachtree Development House 2B Southview Description: Designs\Beam17 Address: : Specifier: City; State,:Zip: North Andover,MA Designer: Waren Putnam Customer: Company:: MZO:Group Code.reports: : ESR-1040 . Misc. Connection Diagram Disclosure leteness and accurac .of in ut:mu b .. dCompleteness Y R st . L' 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.. c properties and analysis methods,.. Installation of BOISE en ineered wood 9 e products must be in accordance With cunentlnstallation Guide and applicable building codes.To obtain Installation Guide or askquestions,please call . . a minimum 2 c=5-1/4 (800)232-0788 before installation-\n\nBC b minimum =.3" d =24" CALCO,BC FRAMEW AJS rm, ALLJOISTO,BC RIM BOARDTM .BCI®,. Member has no side loads. BOISE GLULAMTmi SIMPLE FRAMING Connectors ate:.16d Common Nails SYSTEM@),VERSA-LAM®;VERSA-RIM PLUS®,.VERSA RIM® VERSA-STRAND®,VERSA-STUD®are. trademarks.of Boise Cascade Wood Products L.L.C. Page 2 of 2. 13clsecescade Double 2 x 10 SP #2 Floor BeamlBeam18 Dry 11 span I No cantilevers 10/12 slope Monday, December 29, 2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam18 Address: Specifier: City,State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : SPIB Misc: 2 . BO 04-00-00 61 Total.Horizontal Product Length=04-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 560/0 503/0 1,750/0 B1, 3-1/2" 560/0 503/0 1,750/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load_Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft"2). L 00-00-00 04-00-00 10 50 17=06-00 2 Ceiling Unf.Area(Ib/ft^2) L 00-00-00 04-00-00 40 10 07-00-00 Controls Summary Disclosure . Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,766 ft-lbs 53.8% 115% 2 02-00-00 be verified by anyone who would rely on End Shear 1,056 lbs 28.4% 115% 2 01-00-12 output as evidence of suitability for Total Load Defl. U999(0.014") n/a n/a 2 02-00-00 particular application.Output here based Live Load Defl. U999(0.011") n/a n/a 5 02-00-00 on building code-accepted design properties and analysis methods. Max Defl. 0.014" n/a n/a 2 02-00-00 Installation of BOISE engineered wood Span%Depth 4.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please.call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before instal lation.\n\nBC BO Post 3-1/2"x 3" 2;253 lbs 29.6% 38% Spruce Pine Fir CALCS,BC FRAMER®,AJS-, B1 Post 3-1/2"x 3" 2,253 lbs 29.6% 38% Spruce Pine Fir ALLJOISTO,BC RIM BOARD-. BCI®, BOISE GLULAMTm,SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM Notes - PLUS®,VERSA-RIMS, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Double 2 x 10 SP #2 Floor BeamlBeam19 Dry 1 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam19 Address: Specifier: City,State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: SPIB Misc: 1111 � 1 Jill 2 04-00-00 BO B1 Total-Horizontal Product.Length=04-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 80/0 239/0 133/0 B1, 3-1/2. 80/0 239/0 133/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref: Start End 100% 90% 115% 160% 125% 1 Wall Above Unf. Lin.(Ib/ft) L 00-00-00 04-00-00 80 n/a 2 Ceiling+ Roof Unf.Area(Ib/ft^2) L 00-00-00 04-00-00 30 25 50 01-04-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 313 ft-lbs 9.5% 115% 3 02-00-00 be verified by anyone who would rely on End Shear 187 lbs 5% 115% 3 01-00-12 output as evidence of suitability for Total Load Defl. U999(0.003") n/a n/a 3 02-00-00 particular application.Output here based 0.001" n/a n/a 6 02-00-00 on building code-accepted design Live Load Defl. U999 ( ) properties and analysis methods. Max Defl. 0.003" n/a n/a 3 02-00-00 Installation of BOISE engineered wood Span/Depth 4.6 n/a n/a 0 00-00-00 products must be in accordancewith current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3" 399 lbs 5.2% 6.7% Spruce Pine Fir CALCO,BC FRAMER®,AJS-, B1 Post 3-1/2"x 3" 399 lbs 5.2% 6.7% Spruce Pine Fir ALLJOIST®,BC RIM BOARb- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS@,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND,VERSA-STUD are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Single 11-718" BCI®4500s-1.8 SP JoistlBe=20 Dry 11 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALC®Design Report Non-Repetitive I Glued&nailed construction f Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam20 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: . ESR-1336 Misc: BO 14-06-00 B1 Total Horizontal Product Length=14-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing . Live Dead Snow. Wind Roof Live BO, 5-1/2" 691 /0 356/0 81, 5-1/2" 407/0 173/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 . Sleeping Unf:Area(Ib/ft^2) L 00-00-00 14-06-00 30 10 16 2 2nd Floor Ceiling+ ... Conc. Pt.(lbs) L 03-06-00 03-06-00 40 133 n/a 3 Beam 11 Conc. Pt.(lbs) L 03-06-00 03-06-00 478 202 n/a Controls Summary Value %Allowable Duration Case Location DisclosureCompleteness and accuracy of input must Pos. Moment 2,926 ft-lbs 96.7% 100% 1 03-07-13 be verified by anyone who would rely on End Reaction 1,047 lbs 73.4% 100% 1 00-00-00 output as evidence of suitability for End Shear 1,022 lbs 62.9% 100% 1 00-05-08 particular application.Output here based Total Load Defl. U513(0.321") 46.8% n/a 1 06-07-10 on building code-accepted design properties and analysis methods. Live Load Defl. U763(0.216") 62.9% n/a 2 06-07-10 Installation of BOISE engineered wood Max Defl. 0.321" 32.1% n/a 1 06-07-10 Products must be in accordance with Span/Depth 13.9 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation.\n\nBC Bearing Supports Dim.(L x W) Value Support Member Material CALC®,BC FRAMER®,AJS-, BO Wall/Plate 5-1/2"x 1-3/4" 1,047 lbs 25.6% 73.4% Spruce Pine Fir ALLJOIST®,BCRIMBOARD- BCI®, B1 Wall/Plate 5-1/2"x 1-3/4" 580lbs 14.2% 40.7/o Spruce Pine Fir BOISE M@),VE SIMPLE FRAMING ° ° p SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Vibration Summary VERSA-STRAND®,VERSA-STUD®are Subfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: None trademarks of Boise Cascade Wood Strapping: None Bracing: None Products L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1`')Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite EI value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Double 2 x 10 SP #2. Floor BeamlBeam21 �.. Dry 1 span No cantilevers 0/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam21 Address: Specifier: City,State,-Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: . SPIB Misc: . a 2 1 BO 05-00-00 B1 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow. . Wind Roof Live BO,.3-1/2" 1,075/0 741 /0 .2,125/0 B1, 3-112" 1,075/0 74110 2,125/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag.Description Load Type . Ref. Start End .100% 90% 115% 160% 125% 1 2nd Ceiling Unf:Area(lb/ft"2) L 00-00=00 05-'00-00 30 10 05-00-00 2 Roof Unf.Area(Ib/ft"2) L 00-00-00 05-00-00 10 50 17-00-00 4 2nd Floor Unf.Area(lb/ft^2) L 00-00-00 05-00-00 40 10 07-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 3,239 ft-lbs 98.8% 115% 3 02-06-00 be verified by anyone who would rely on End Shear 1,806 lbs 48.5% 115%. 3 01-00-12 output as evidence of suitability for Total Load Defl. U999(0.043") n/a n/a 3 02-06-00 particular application.Output here based Live Load Defl. L/999(0.033") n/a n/a 6 02-06.00 on building code-accepted design properties and analysis methods. Max Defl. 0.043" n/a n/a 3 02-06-00 Installation of BOISE engineered wood Span/Depth 5.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Allow %Allow or ask questions,please call Bearing Supports Dim:(L x W) Valu® Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3" 3,141 lbs 41.3% 52.9% Spruce Pine Fir CALL@,BC FRAMER@,AJS-, B1 Post 3-1/2"x 3" 3,141 lbs 41.3% 52.9% Spruce Pine Fir ALLJOIST@,BC RIM BOARD- BCI®, BOISE GLULAMTSIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(L/240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum(0360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design.based on Dry 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 of the project's.design professional of record. Deflections.less than 1/8"were ignored in the results. Page 1 of 1 t3olsecescade Double 1-3/4"x 1.1-7/8"VERSA-LAM® 2.0 3100 SP Floor BeamlBeam22 Dry 11 span No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description`. Designs\Beam22 Address: Specifier: City, State,:Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code,reports: ESR-1040 Mi sc: 1 . . BO 10-00-00 61 Total Horizontal.Product Length.=10-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow . Wind Roof Live . BO, 5-1/2" 4,081 /0 3,706/0 4,250/0 B1, 5-1/2" 2,558/0 1,973/0 4,250/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd Ceiling Unf.Area(Ib/ft^2) L 00-00-00 10-00=00 30 10 05-00-00 2 Roof Unf.Area(Ib/ft"2) L 00-00-00 10-00-00 10 50 17-00-00 3 Beam 24 Conc. Pt.(lbs) L 02-00-00 02-00-00 2,339 2,659 n/a 4 2nd Floor Unf.Area(lb/ft"2) L 00-00-00 10-00-00 40 10 07-00-00 Controls-Summary value %Allowable Duration Case Location Pos.,Moment 17,150 ft-lbs 70.1% 115% 3 04404-04 End Shear 8,127 lbs 89.5% 115% 3 01-05-06 Total Load Defl. U405(0.273") 59.3% n/a 3 04-10-06 Live Load Defl. U599.(0.184") 60.1% n/a 6 04-11-10 Max Defl. 0.273" 27.3% n/a 3 04-10-06 Span/Depth 9.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports. Dim.(L x W) value Support Member Material BO Post 5=1/2"x 3-1/2" 9,955 lbs 71.3% 68.9% Spruce Pine Fir B1 Post 5-1/2"x 3-1/2" 7,079 lbs 50.7% 49% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Memberis Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Bolsecascade Double 1-3/4" x 1.1-7/8"VERSA-LAM® 2.0 3100 SP Floor BeamlBeam22 Dry 11 span I No cantilevers 10/12 slope Monday,.December 29,2014 BC CALCO Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree.Development House 213 Southview Description`. Designs\Beam22 Address: Specifier:: City;State,.Zip: North Andover,MA Designer: Waren Putnam . Customer. Company: .MZO Group Code.'reports: : ESR-1040 M'isc: . Corinectiion Diagram Disclosure b„ d Completeness and accumcy.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 of BOISE engineered wood products must be in accordance With current Installation Guide and applicable. building codes.To obtain Installation Guide or ask questions,please call . . a minimum2° c=.7-7/8° (800)232-0788 before installation.\n\nBC b minimum =.3" d.='24.. CALCO,BC FRAMERO,AJS. . ALLJOISTO,BC RIM BOARD rm*,.BCI@, BOISE GLU Calculated Side Load 175,0 lb/ft LA RSgSIM PLE FRAMING SYSTEM@) VE =LAM®;VERSA-RIM Connection design assumes point load is top-loaded. For connection design of side-loaded PLUS@.,.VERSA=RIM@),; VERSA-STRAND@),VERSA-STUD@ are. point.loads, please consult a technical representative.or professional of Record: trademarks.of Boise Cascade Wood Connectors are: 16d Common Nails Products L.L.C. Page 2 of 2 �;, +i-i � , ` ,_.k _, � � .. ,.. ,.. � zE: �''. .[.`, � � � . �i�, .. � .+.�.i=.r �� - "�p:....� - r. .. <.�. - � � - � '' ' � 6 � y '��_ f Bolsa Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2650_SP Floor BeamlBeam23 Dry 1:1 span I No;cantilevers 0/12 slope Monday,.December 29,2014 BC CALCO Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree.Development,House 2B Southview Description`. Designs\Beam23 Address: . Specifier: .City,State,:Zip;North Andover,MA Designer: Waren Putnam Customer.. Company:; MZO Group Code,reports: : ESR-1040 . Misc.. . 10-0o-oo Bo 61. _ - .Total Horizontal Product Length .. 10-.00 00 Reaction Summary(Down/Uplift) (itis Bearing Live bead. Snow. . Wind Roof Live BO, 3-1/2": . 1;949/0 2,633./0 61 1,901 /0 ,901 /0 2;568./0 J. Live Dead Snow .Wind Roof Live Trib. Load;.Summary Tag.Description . Load Type . Ref..Start End. :10001.. 90% 115% .160%.125%* 1 2nd Ceiling Unf:Area(Ib/ft^2) L ..00-00-00 10=00-00 21 :75 05-00-00: 2 Brng wall.on foists lJnf: Lin. (Ib/ft) L 00-00-00 10-00-00 63 n/a 4 2nd.Floor Unf.Area(Ib/ft^2) L 00-00-00 10700-00 40 1007=00-00 Controls Summary Value %Allowable Duration Case. Location . Pos.-Moment 10570 ft-lbs 58.1% 100% 1 05=01-06 0 o. . End Shear 3,422 lbs 43.3./0 100% 1. 01-03-06 . Total Load:Defl. : L/542:(0.214"). 44.3% n/a 1 05-01-06 Live Load Defl. L/999:(0.091") n/a n/a 2 05=01=06 Max Defl. 0:214 21.4% n/a. 1 05-01=06 Span/Depth 9:8 n/a :n/a 0 00-00-00 %Allow %Allow Bearing Supports : Dim.(Lx W): Value Support Member Material B0 Post 3-.1/2"x 3-1/2 41582 lbs 51.6% 49.9% Spruce Pine fir B1 Hanger 2".x 3-1/2 4,469 lbs n/a 85.1%° Hanger Notes Design meets.Code minimum(L/240):Total load deflection criteria. 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. Tin I=EN M Design:based on DryService.Condition. Deflections less than 4/8".were ignored in the results. Page.1 of 2 .. . Bolsecascade Double l-..3/4. it 11-7/8" VERSA-LAM® 1.7 2650 SP Floor BeamlBeam23 Dry) 1 span No cantilevers 0/12 slopeMonday, December 29, 2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name:. Peachtree,Development.House 26 Southview Description`.Designs\Bearn23 Address' : Specifier: .City,State.,:Zip: North Andover,MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : ESR-1040 Misc.. Connection Diagram Disclosure { C Lb. " d — omplete uracy.of input:must i . -Hess and acc beverified by anyone who would rely on a output as evidence of suitability for 0 TO particular application.Output here 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.To obtain Installation Guide a minimum_=2„ c=.7-7/8 or ask questions,please call . (806)232-0789 before installation.\n\nBC b minimum=T' d_24" . . CALCO,BC FRAMER®,AJSTM', ALUOISTO,BC RIM BOARDT'.'BCIO, BOISE GLULAMTM;SIMPLE FRAMING Calculated Side Load 17&0.Ib/ft SYSTEM® VERSA-LAM@,VERSA-RIM Connectors are: 16d Common Nails PLUS®,.VERSA=RIND - - VERSA STRANDO,,VERSA STUDS are trademarks.of Boise Cascade Wood Products L.L.C. Page 2 of 2. .. Mae CascadeQuadruple 1-3/4" x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor BeamlBeam24 Dry 11 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development.House 2B Southview Description: Designs\Beam24 Address: Specifier: City; State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : ESR-1040 Misc: a 5 BO 21-00-00 61 Total Horizontal Product Length=21-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing. . . Live Dead Snow. Wind Roof Live BO,3-1/2" 2,339/0 2,659/0 B1,3-1/2" 1,444/0 1,541 /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 21-00-00 40 10 01-04-00 2 Beam 23 Conc. Pt. (Ibs) L 07-00-00 07-00-00 1,949 2,633 n/a 3 Beam 39 Conc. Pt. (lbs) L 04-06-00 04-06-00 458 309 n/a 4 Beam 40 Conc. Pt. (lbs) L 12-00-00 12-00700 256 173 n/a 5 railing Unf. Lin. (Ib/ft) L 04-06-00 12-00-00 40 n/a Controls Summary. .Value %Allowable..Duration Case Location Pos. Momerit 29,578 ft-lbs 69.5% '100% 1 07-00-00 End Shear 4,882 lbs 30.9% 100% 1 01-03-06 Total Load Defl. U249(0.991") 96.5% n/a 1 09-09-12 Live Load Defl. U539(0.457") 66.8% n/a 2 09-09-12 Max DO 0.991" 79.3% n/a 1 09-09-12 Span/Depth 20.8 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" 4,998 lbs 56.30/o 54.4% Spruce Pine Fir 61 Post 3-1/2"x 3-1/2" 2,986 lbs 33.6% 32.5% Spruce Pine Fir Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1.25").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 BclseCaseade Quadruple 1-3/4" x 1-1-7/8" VERSA LAM® 2.0 3:100 SP Floor BeamlSeam24 Dry 1:1 span I No:cantilevers 0/12 slope Monday,.December 29,2014 BC CALL®Design Report Build$272 File Name: RaviNails.bcc Job Name-. Peachtree,Development.House 26 Southview Description: Designs\Beam24 Address: : Specifier: City,State,:Zip: North Andover;MA Designer: Waren Putnam Customer:.. Company: MZO:Group Code.reports: : ESR-1040 . . M'isc . Connection-Diagram Disclosure b d = Completeness.andaccumcy 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 III t properties and analysis methods Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable I building codes To obtain Installation Guide or ask questions,please call a minimum 1-1/2%=8-7/8" (800)M-0788 before installation.WnBC b minimum=6" d.='24" CALC®;BCFRAMERO,AJS'.m, em inimum= 1" ALLJOISTO,BC RIM BOARDTm,.BCI®,. LAM-i SIMPLE PLE FRAMING . .Connection-design.assumes point load is top-loaded. For connection.design of side-loaded SYSTEM®,VERSA-LAM®,VERSA-RIM point loads, please consult a technical representative or professional of Record: PLUSO.,.VERSA=RIM®, VERSA-STRAND®,VERSA-STUD®are Beams 7_inches wide will be assumed to be.either top-loaded only;or equally loaded from trademarks.of Boise Cascade wood each side. Products L.L.C. Install..Screws with screw heads in the loaded ply. Member has no side loads. Connectors are:SDW22634 Page 2 of 2 Bclsecescade Double 1-3/4" it 9-1/4" VERSA-LAW 2.0 3100 :SP Floor BeamMeamM Dry 1:1 span I No cantilevers 0/12 slope. Monday,.December 29 2014 BC CALCO.Design.Report Build'3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam25 Address: Specifier:: .City,- State,-Zip: North Andover,MA Designer: Waren Putnam Customer: any: MZO:Group Code.reports: : ESR- 1040 . Mise: . os-os-oo Bo 61 To = - tal,Horizontal Product.Length 09-06 00. Reaction:Summary(Down/:Uplift) (lbs, Bearing Live. Dead Snow Wind Roof Live BO,3-1/2" 1,069/0 1,161 /0. 3,900/0 B1,3=1/2" 1,069/0 1,1:69 /0 3,800/0 Live Dead: Snow Wind .Roof,Live Trib. LoAdr Summary. Tag Description: Load Type: Ref: Start End 100% 90% 115%: 160.% 125% .1 Roof Unf.Area(lb/ft^2). L 00=00-00 09-06=00 1.0 5016=00-00 2 . 2nd Ceiling Unf:Area(lb/ft"2): L 00-00=00 09-06-00: 30 10 07-06-.00 Controls Summary Value. "/o Allowable Duration Case Location Pos..Moment 10,672 ft-lbs 69.9% ° 115/o, 2 04-09=00 End Shear 31851 lbs 54.4% 115% 2 01=00-12 Total Load Defl. L/319(0.34") 75.2% Na 2 04-09-00 Live Load Defl.. 0416(0261") 86.5% n/a 5 04-09-00 Max befl. 0;34" 34% n/a 2 04-09-0.0 : Span/Depth 11.7 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' 4,961 lbs 55.9% 54% Spruce Pine.Fir B.1 : Post . 3=1&'.x 3-1/2" 4,961 lbs 55.90% 54% Spruce Pine Fir Notes. Design.meets Code:minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets.arbitrary(1°)MaxitnUm.total load.deflection criteria. Calculations assume Member is Fully Braced. Design based on Dr ice Condition: beflections.less than 1/8".Were ignored in the results: BclseCsscade Double 1-314"'x 9-1/4"VERSA LAM® 2.0 3100 SP Floor 8eamlBeam25 Dry.1:1 span I No cantilevers 0/12 slope Monday,.December 29, 2014 BC CALL®Design Report Build 3212 File Name` RaviNails.bcc Job Name: Peachtree.Development House'2B Southview Description Designs\Beam25 Address: : Specifier: -City- State,Zip: North Andover,MA Designer: Waren Putnam Customer: Company:: .MZO:Group Code.reports: : ESR-1040 . Misc. . Connection Diagram. Disclosure s►{b d Completeness,and accuracy.of input:must L� be verified by anyone who would.rely on.. a . . output as evidence of suitability for particular application.Output here based c on building code-accepted design properties and analysis methods l Installation of BOISE engineered wood products must be in bccordance with current lnstallation Guide and applicable. building codes.To obtain Installation Guide or ask questions,please call . . a minimum. 2 c=5-1/4" (800)232-0788 before installation:\n\nBG b minimum=.3' d=24" CALCO,BC FRAMER®,AJSTM', A I BOARDTI' LLJO ST®,BC RIM BCI®, Member has no side loads. BOISE GLULAMTm SIMPLE FRAMING Connectors_are:.16d Common Nails SYSTEM®,VERSA-LAM®;VERSA-RIM PLUS@.,.VERSA-RIM®,. V ERSA-STRAND®,.VERSA-STUD®are. trademarks-of Boise Cascade Wood Products L.L.C. Page,2 of 2 .. W.130186 Triple 1.3/4" )c 11-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeamN DHIM— ry 19 span No:cantilevers 0/12 slope: Monday,.December 29 :2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name. Peachtree.Development House 2B Southview Description-Designs\Beam26 Address: Specifier: City, State,Zip: North Andover,MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : ESR-1040 Misc.. 3. 2 80 13-013-06 . . 61 Total Horizontal Product Length=13-06-00 Reactiori Summary(Down/Uplift) jibs). Bearing Live Dead. . . Snow. . Wind Roof Live .BO, 3-1/2" .. 4,860/0 1,930/0 91,3;.1%2" 4,860/0 1,98810 0 Live Dead Snow Wind Roof Live Trib. .Load-Summary. Tad:Description . Load Type . Ref..Start End. 1000/6. 90% 115% 166%.125% 1 . :Wall Above Unf: Lin. (Ib/ft) : L. 00-00=00 1&-06-00: 90 n/a 2 2nd.Floor Ceiling Unf.Area(Ib/ft"2) .. : L 00-00-00 13-06-00 .40 10 09-00-00 3 2nd.Floor: Unf.Area(Ib/ft"2). L .00-00-00 13-06-00 :40 10 09=00-00 Controls-.Summary Value %;Allowable Duration Case Location Pos:,Moment . 21,412 ft-lbs 74.3%0 100% 1 06-09-00 End Shear: 5,560 lbs . . 49.5% 100% 1 01-02-12 Total Load.Defl. L/297:(0.526") 80.7% n/a 1 06=09-00 Live Load Defl U416(0.376") 86.5% n/a 2 06-09=00 Max DO. 0:526 52.6% n/a 1 06-09=00 Span/Depth 13:9 n/a n/a 0 00-00-00 %°Allow %Aliow Bearing SUppOrtS Dim_(Lx W) ValueSupport Member Material BO Post 3-1/2"z 3-1/2 6,798 lbs 76.5% 74%o Spruce,Pine fir B1 Post 3-1/2'`x 3-1/2" 6;798 lbs 76.5% 74% Spruce Pine.Fir Cautions . Member is not fully supported at post BO. A'connector is required at this bearing. Member is not fully supported at post B1.. A connector is required at this bearing. Notes. . Design.meets Code:minimum(0240)Total load deflection criteria. Design meets Code mir irrium(U360)Live load deflectioncriteria. 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 results: Page 1 of 2 . . Rolsecescade Triple 1-3/4" x 11-1/4" VERSA LAM@.2.0 3100 SP Floor BeamlBeamH Dry 1:1 span I No:cantilevers 0/12 slope Monday, December 29,:2014 BC CALCO Design Report Build 3272 FileName: RaviNails.bcc Job Name. Peachtree,Development House 26 Southview Description`. Designs\Beam26 . Address: Specifier. City,State :Zip: North Andover, MA Designer: .Waren Putnam Customer:. Company: MZO Group Code.reports: : ESR-1040 . Misc: . 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 o o particular application.Output here based c on building code=accepted design properties and analysis methods • • Installation of BOISE engineered wood e ° ° products must be in.accordancewith current installation Guide and applicable building codes.To obtain Installation Guide = or ask qu a minimum:=2 c 6-1/4'. estions,please call (8U0)232-0788 before installation\n\nBC b minimum=.3' d.=24" CALCO,BC FRAMER@,AJS-, e minimum =3" ALLJOIST@,BC RIM BOARD TM',.BCIO, BOISE GLULAMTM' SIMPLE FRAMING Nailing schedule applies to.both.sides.of the member.. SYSTEM@,VERSA-LAM®;VERSA-RIM Member has no side loads PLUS@,.VERSA=RIM@1. VERSA-STRAND@,.VERSA-STUD@ are. Connectors are: 16d Common Nails trademarks.of Boise Cascade Wood : - Products L.L.C. it Page 2 of 2 Bolsecascade Double 2 x 10 SP #2 Floor Beam115e=27 Dry 11 span No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam27 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: SPIB Misc: fit ii 3 f 77T BO oaoo 61 Total Horizontal Product Length 08-00-00. Reaction.Summary(Down Uplift) (Ibs Bearing Live. Dead Snow Wind Roof Live BO,3-1/2" 1,020/0 525/0 B1,3-1/2" 1,020/0 525/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description. Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Wall Above Unf. Lin. (Ib/ft) L 00=00-00 08-00=00 40 n/a 3 2nd Floor Unf.Area(Ib/ft^2) L 00-00-00 08-00-00 30 10 08-06-00 Controls.Summary value %Allowable Duration Case Location DisclosureCompleteness and accuracy of input must Pos. Moment 2,747 ft-lbs 96.3% 100% 1 04-00-00 be verified by anyone who would rely on End Shear 1,135 lbs 35.1% 100% 1 01-00-12 output as evidence of suitability for Total Load Defl. U999(0.102") n/a n/a 1 04-00-00 particular application.Output here based Live Load Defl. U999(0.067") n/a n/a 204-00-00 on building code-accepted design properties and analysis methods. Max Defl. 0.102" n/a n/a 1 04-00-00 Installation of BOISE engineered wood Span/Depth 9.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please.call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3" 1,545 lbs 20.3% 26:1% Spruce Pine Fir CALC@,BC FRAMER@,AJSTM, B1 Post 3-1/2"x 3" 1,545 lbs 20.3% 26.1% Spruce Pine Fir ALLJOIST@BC RIM BOARD-,BCI®, BOISE GLUL,AM.T ;SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(0240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's.design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 BclseCascadeSingle 1-.3/4" x 11-718" VERSA-LAM® 1.7 2650 SP Floor BeamlBeam28 Dry 11 span No cantilevers 10/12 slope Monday, December 29,.2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Development House 2B Southview Description: Designs\Beam28 Address: Specifier: City, State,.Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: . ESR-1040 Misc: . Bo 10-00.00 131 Total Horizontal.Product Length=10700-00 Reaction Summary(Down/Uplift) (lbs) Bearing. Live. . Dead Snow Wind Roof Live BO,3-1/2" 450/0 180/0 B 1,3-1/2" 450/0 186/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Stant End 100% 90% 115% 160% 125% 3 2nd Floor Unf.Area(Ib/ft"2) L 00-00-00 10-00-00 30 10 03-00-00 ° Disclosure Controls Summary Value /o Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1434 ft-lbs 15.8% 100% 1 05-00-00 be verified by anyone who would rely on End Shear 469 lbs 11.9% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. U999(0.057") n/a n/a 1 05-00-00 particular application.Output here based Live Load Defl. U999(0.04") n/a n/a 2 05-00-00 on building code-accepted design properties and analysis methods. Max Defl. 0.057" n/a n/a 1 05-00-00 Installation of BOISE engineered wood Span!Depth 9.6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value. Support Member Material (800)232-0788 before installation.\n\nBC BO Beam 3-1/2"x 1-3/4" 630 lbs 13.7% 13.7% Versa-Lam 1.7 CALCO,BC FRAMER®,AJST''", B1 Beam 3-1/2"x 1-3/4" 630 lbs 13.7% 13.7% Versa-Lam 1.7 ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS® VERSA-RIM Design'meets Code minimum(U240)Total load deflection criteria VERSA-STRAND®,VERSA-STUD(g)are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. 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. Page 1 of 1 Boise cascade Double 2 x 8 SP #2 Floor BeamlBeam29 Dry 1 span No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam29 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: SPIB Misc: 06-00-00 BO Bi Total Horizontal Product Length=06-00-00 Reaction Summary(Down/:Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 347/0 42410 B1,3-1/2" 103/0 326/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Beam 28 Conc. Pt. (lbs) L 01-06-00 01-06-00 450 180 n/a 2 Wall Above Un f. Lin.(Ib/ft) L 00-00-00 06-00-00 90 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos: Moment 874 ft-lbs 43.2% 100% 1 01-06-00 be verified by anyone who would rely on End Shear 686lbs 27% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. U999(0.034") n/a n/a 1 02-09-09 particular application.Output here based Live Load Defl. U999 . n/a n/a 2 02-08.03 on building code-accepted design 0013" ( ) properties and analysis methods. Max Defl. 0.034" n/a n/a 1 02-09-09 Installation of BOISE engineered wood Span/Depth 9.2 n/a Wa 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please.call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\MnBC BO Post 3-1/2"x 3" 771lbs 10.1% 13% Spruce Pine Fir CALCO,BC FRAMERO,AJSTM B1 Post 3-1/2"x 3" 429lbs 5.6% 7.2% Spruce Pine Fir ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS® VERSA-RINIO, Design.meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's.design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 13olsecaseacJe Double 2 x 10."SPF #2 Floor BeamlBeam29A" �. . Dry 11 span J No:cantilevers 0/12 slope: Monday, December 29,:2014 BC CALC®Design Report "Build 3272 File Name: RaviiNails.bcc Job Name Peachtree.Development House 2B Southview Description`. Designs\Beam29/4 Address:. Specifier: City,State,:Zip,"North Andover,MA Designer: Waren Putnam Customer: Company: MZO:Group.. Code.reports: : NLGA Mi-S.0 . BO .11-00-00 B1 Total Horizontal Product Length 11-00-00. Reaction Summary(Down/Uplift)"t ns f - Bearing Live. " Dead Snow Wind Roof Live BO,3=1/2" : 25710 655/0 B1,3-1/2" 193/0 615/0 Live Dead Snow Wind" Roof.Live Trib. Load Summary Tag Description: Load Type Ref: Start . End 100% 90"/0" 115%: 160% 125% 1 Beam 28" Conc.- Pt. (lbs). : " L 04-09-00 04-09=00 "450: 1.80 . n/a 2 Wall:Above Uhf. Lin..(Ib/ft) : L 00-00-00 11-00-00: 90 n/a Disclosure Controls Summary, Value. %o Allowable"Duration Case Location Completeness and accuracy"of input must Pos. Moment 21982 ft-lbs 86.9% 100% A 04-09=00 be verified by"anyone who would.rely on End Shear" 804 lbs32.2% 100% 1 01=00-.12 output as evidence of suitability for Total"Load Defl." U6560;193") 36.6% n/a 1 05-04=08 particular application.Output,here based Live Load Deft.. " L/999 0:067". " n/a n/a 2 05-02"10 pr pudding code-a yepted design ( ) properties and anal sis methods. Max.Defl. 0.193" 19.3% :n/a 1 05-04-08 : Installation of BOISE engineered wood roducts must be in accordance with Span%Depth. 13:7 n/a n/a. 0 00-00-00 p . current Installation Guide and:applicable building"codes.To obtain Installation Guide Allow %Allow or ask questions,:please.call. Bearing Supports Dim.(L.x W) Value SupportMember Material. (800)232-0788 before installation.\n\nBC BO Post 3-.1/2"x 3 912 lbs 12% 20:4% Spruce Pine Fir CALC@;.BC FRAMER@,AJS-; B1 , Post 3=112"x 3" 808 lbs: 10.6% 18.1% Spruce Pine.Fir ALLJOIST@BC RIM BOARDTm.., "BCI@, BOISE GLULAMTm,SIMPLE.FRAMING SYST EM@,VERSA-LAM@,VERSA-RIM Notes. PLUS@;VERSA-RIM ,. Design.meets Code:minimum.(L/240)Total load deflection Criteria, VERSA-STRAND@are trademarks of Boise Cascade Wood Desi n meets Code minimum L/360 e oad deection criteria. 9 ( )LivlflProducts L.L.C. Design meets.arbitrary(V)Maximum.total.load.deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is.in accordance with the NDS and is limited to the output-shown above..-.All othersupport and design forthese products, including but.not limited to notching;connections;installation, and"engineer/architect:certification is the responsibility.of the project's.design professional of record: Deflections-less than 1/8`'were ignored in the results: Page 1 of 1: . . Boise Cascade Double 2 x 12 SP #2 Floor BeamlBeam30 Dry 11 span I No cantilevers 0/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 a` File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam30 Address: Specifier: City, State,Zip:North Andover, MA Designer: .Waren Putnam Customer: Company: MZO Group Code.reports: . SPIB Misc: BO 06-00-00 t. 61 Total Horizontal Product Length=06-00-00 Reaction Summary(Down/Uplift) (fibs) Bearing . . Live Dead Snow. Wind Roof Live BO, 3-1/2 .585/0 863/0 2,475/0 61, 3-1/2" 585/0 863/0 2,475/0 ' - f Live Dead Snow Wind Roof Live Trib. Load Summary I Tag Description . Load Type . Ref. Start End 100% 90% 115% 160% 125% 1 2nd Ceiling Unf.Area(Ib/ft^2) L 00-00-00 06-00-00 30 10 06-06-00 2 Roof Unf.Area(Ib/ft"2) L 00-00-00 06-00-00 10 50 16-06-00 3 50 Unf. Lina(Ib/ft) L 00-00-00 06-00-00 50 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos:Moment 4,272 ft-lbs 93.9% 115% 2 03-00-00 be verified by anyone who would rely on End Shear. 1,970 lbs 43.5% 115% 201-02-12 output as evidence of suitability for Total Load.Defl. U999(0.047") n/a n/a 2 03-00-00 particular application.Output here based Live Load Defl. U999(0.035") n/a n/a 5 03-00-00 on building code-accepted design properties and analysis methods. Max Defl 0.047" n/a n/a 2 03-00-00 Installation of BOISE engineered wood Span/Depth 5.9 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support- - Member Material (800)232-0788 before installation.\n\nBC BO Post 3-1/2"x 3" 3,338 lbs 43.9% 56.36/o Spruce Pine Fir CALC®,BC FRAMERO,AJS- B1 Post 3-1/2"x 3" 3,338 lbs 43.9% 56.3% Spruce Pine Fir ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUD are trademarks of Boise Cascade Wood Design meets Code minimum(U360)Live load deflection criteria. Products L.L.C. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry 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 of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 Boise Cascade Single 1-3/4" x 1.1-7/8" VERSA-LAM® 1.7 2650 SP Floor BeamlBeam31 Dryl 1 spam No cantilevers 0/12 slope Monday, December 29, 2014 BC GALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name Peachtree.Developme.nt.House 2B Southv.iew Description Designs\Beam31 Address: Specifier: City, State,.Zip: North Andover,MA Designer: Waren Putnam Customer:. Company:; .MZO:Group Code,reports: : ESR-1040 . Misc . 1111 : 11111T11111i .111 � 1 � 1111 11-06-00 Bo 61 Total Horizontal Product Length=11-00-00. .Reaction:Summary(Down"/:Uplift) (lbs*) Bearing' " Live. Dead Snow Wind" Roof Live BO, 1-1/2" 717/0 380/0 B1,3=1/2" 4110./0 187/0 Live Dead: Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90%° 115% "160% 125% .1 Beam 15=-moi Conc.- Pt,(lbs). L 02=06-00 02706=00 540 349 n/a 2 2nd Floor Un f:Area(Ib/ft^2): L 00700-00 11-00-00: 40 10 01-04=00 Disclosure COntrOIS.Summary. Value. %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,271'ft-lbs. 25% 1.00%. . 1 02-10-01 be verified by anyone.who Would,rely on End Shear 1,004:lbs 25.4% 100% 1 01.03-06 output as evidence of suitability for. Total Load Defl: L/999(0:104") n/an/a 1 05-01-02 particular application.Output.here based on building code-accepted design Live Load.Defl. 0999(0:069") n/a n/a 2 05-008 properties and analysis methods. Max.Defl. 0.104" n/a n/a 1 05-01-02 installation of BOISE engineered wood Span%-Depth 10.7 n/a n/a 0 00-00-Q0 products must be in accordance with current Installation Guide and:applicable building codes.To obtain Installation Guide Allow %Allow or ask questions,:please.call. Bearing Supports Dim.(L.x W) . . Value Support Member Material (800)232=0788 before installation.\n\nBC BO Post 3=1/2"x 1-3/4" 1;097 lbs 24.7% 23:9%0. Spruce Pine Fir CALCO,BC FRAMERQ,AJSTM, B1 Beam 3-1/2"x 1-3/4" 591 lbs 12.9% 12.9%. Versa-Lam 1.7 ALLJOISTO BC BOARD- BCI®, BOISE GLULAMImi SIMPLE.FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Notes.. PLUSO;VERSA-RIM®;. Design.meets Code:minimum(L/240)Total load deflection criteria. VERSA-STRAND®,VERSA-$TUDO are Design meets Code minimum(L/360)Live load trademarks of Boise Cascade Wood deflection criteria. Products L.L.C. Design meets.arbitrary(1'.)M,aximum: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: Page.1 of 1: .. Boise Cascade Single 1-314"x 11-7/8" VERSA-LAM@ 1.7 2650 SP Floor BeamlBeam32 Dry 1 span No cantilevers 10/12 slope. Monday, December 29,2014 . BC CALL@ Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam32 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR-1040 Misc: 11111111111111111111 11-00-00 BO B1 Total Horizontal Product Length=11-00-00 Reaction Summary(Down/:Uplift) (Ibs) Bearing Live. Dead Snow Wind Roof Live BO, 3-1/2" 1,058/0 1,105/0 2,574/0 B1, 3-1/2 503/0 381 /0 707/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load:Type Ref. Start End 100% 90% 115% 160% 125% 1 Beam 16 Conc. Pt. (lbs) L 02-06-00 02-06-00 975 1.;273 3,281 n/a 2 2nd Floor Unf.Area(Ib/ft^2) L 00-00-00 11-00-00 40 10 01-04-00 Controls Summary Value. %Allowable Duration Case Location DisclosureCompleteness and accuracy of input must Pos. Moment 8,513 ft-lbs 81.4% 115% 3 02-06=00 be verified by anyone who would.rely on End Shear 31754:lbs 82.7% 115% 3 01=03-06 output as evidence of suitability for Total Load Defl. U366.(0.319") 60.5% n/a 3 04-10-07 particular application.Output here based u on building code-accepted design Live Load Defl. U558(0.227 ) 64.5% n/a 6 04-10-07 properties and analysis methods. Max Defl. 0.319" 31.9% n/a 3 04-10-07 Installation of BOISE engineered wood Span/Depth 10.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain InstallationGuide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232=0788 before installation.\n\nBC BO Beam 3-1/2"x 1-3/4" 3;830 lbs 83.4% 83.4% Versa-Lam 1.7 CALC@,BC FRAMER@,AJSM, B1 Beam 3-1/2"x 1-3/4" 1,288 lbs 28% 28% Versa-Lam 1.7 ALLJOIST@,BC RIM BOARD- BCI®, BOISE GLULAM-j SIMPLE.FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. 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. Page 1 of 1 I Bolsecascade . Double 1-3/4" it 9-1/4" VERSA LAM® 1.7 2650 SP .Floor Beam\Beam33 Dry 1:1 span I No:cantilevers 0/12 slope. Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Development House 2B SouthviewDescription: Designs\Beam33 Address: : Specifier: .City; State,Zip: North Andover,MADesigner: Waren Putnam Customer: Company: MZO:Group Code.reports: : ESR-1040 . Miisc: . BO os-os,00 B1 Total Horizontal Product Length=09-06-00. Reaction:Summary(Down/:Uplift) (Ibs Bearing Live, Dead Snow Wind Roof Live B0, 1-1/2" 1,88710 1,133/0 1,928/0 B1,3=1/2" 1;31.1 /0 583/0 646./0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description: - Load:Twe Ref: Start End 100% 901 115%: -160.% -125% 1 Beam 32 Conc. Pt,(Ibs). : L 02-06-00 02-06=00 :1.,058 : 1.;105 2,574 n/a 2 2nd Floor Unf.Area(Ib/W2): L 00-00-00 09-06-00: 40 10 05-06-00 ContrdIs_Summary Value %Allowable Duration Case . location Pos:.Moment 8,273 ft-lbs: 63.4% 115% 3 02-06700 End Shear 31713:lbs 52.5%0 115% 3 01=00-12 Total Load Defl. U403(0.269") 59.5% n/a 3 04-04-04 Live Load.Defl. U565(0:192".) 63.7% n%a 6 04-04-04 Max befl. 0269.. 26.9% n/a 3 0404-04 :Span/Depth 11:7 n/a n/a. . 0 00=00-00 Allow %q Allow Bea�lng Supports Dim.(L x W). Value Support Member Material. B0 Post 3-1/2"x 3-:1/.2 3;951 lbs 44.6%. 43.1%o Spruce Pine.Fir B1 Post 3=1%2 x 3-1/2". 2,051 lbs 23.1:% 22.3% Spruce Pine Fir Notes Design.meets Code:minimum(U240)Total load deflection criteria. . Design meets Code minimum(L/360)Live load deflection criteria. Design meets.arbitfary(17)Maximum:total load deflection criteria. . Calcuiations assume Member is Fully Braced. Design based on Dry:Service Condition: Deflections:less than 1/8"were ignored in the results: Page.1 of 2 . Bolsecaseade Double 1-3/4" it 9-1/4" VERSA LAM@ 1.7 2650 SP Floor BeamlBeam33 . . . Room— Dry 1:1 span I No cantilevers 0/12 slope: Monday,.December 29,2014 BC CALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name'. Peachtree.Development House 26 Southview Description: Designs\Beam33 Address:: . Specifier: City, State Zip- North Andover,MA Designer: Waren'Putnam Customer:." Company: MZO Group Code-reports: ESR-1040 . misc. . Connection-Diagram Disclosure . C d' ompleteness.and accuracy.ofinput:must L 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 c :properties and analysis methods Installation of BOISE engineered wood •. products must be in accordanceUnth current installation Guide and applicable building codes.To obtain Installation Guide . minimum;= or ask questions,please call. a 2 c=.5-1/4" (800)232 0788 before installation.\n\nBC b minimum =.'3' d._24" CALCO,BCFRAMER®,AJS?m ALLJOIST®,BC RIM BOARDT" BCI®,. Connection design assumes point load Is.top-loaded:. For connection design of side-loaded BOISE GLULAM-j SIMPLE FRAMING point loads;please.consult.a technical.representative or of Record. SYSTEM® VERS;4=LAN8,VERSA-RIM Member.has no side loads. PLt1SO-,.VERSA-RIM®, VERSA-STRAND®,.VERSA-STUD®are. Connectors are: 16d Common Nails trademarks.of Boise Cascade wood Products L.L.C.. . Page 2 of 2 Bole cascadeQuadruple 1-3/4" x 16" VERSA-LAM® 2.0 3100 13 Floor BeamlBeam34 Dry 1 11 span I No:cantilevers 1.0/12 slope Monday,.December 29,:2014 BC CALC®Design Report Build 3272 File Name: Rav'iNailsbcc Job Name: Peachtree,Development.House 2B Southview Description: Designs\Beam34 Address-.' Specifier City; State,:Zip: North Andover;MA . . Designer: Waren'Putnam Customer:. Company:: .MZO:Group Code,reports: ESR-1040 . Misc: . I .l . 11llllllll .11ll .l1111i1111I 130 ?6-00-00 Br _ - - Total Horizontal Product Length 26 00 00 Reaction:Summary:(Down/:Uplift) (Ibs) Bearing. Live. Dead Snow Wind Roof Liv® BO, 51/2" 5,044/0: 2,363/0 735/0* 61,5=1/2„ 4,955/0. 2,304/0 Live Dead: Snow. Wind Roof Live Trib. Load Summary Tag Description Load Type Ref: Start End 1000/6 90% 115%. 160% 125% 1 2nd.Floor: Unf.Area(lb/ft^2) L _00-00-00 26-00=00 30 1.0 10.06-00 2. Beam 31 Conc..Pi. (lbs) : L 07-68-00. 07-08-00 410 182 n/a 3. : Beam 32 Conc. Pt.(Ibs) L 09=00-00 09-00-00 503 : 38.1707. n%a 4 Beam 31 Conc. Pt. (Ibs) L.: .17-00-00 17-00=00 .393: 150 n/a 5 :Beam 32Go,nc: Pt,(Ibs) L. 16-00-00 16-00-00: 503. 381 707 n/a: Controls Summary' . value %Allowable Duration Case Location Pos: Moment 48,471.ft-lbs 64.9% 100% 1 12-11.04 End Shear .. 6;597 lbs . 31% 100% 9 01-09-08 Total Load Defl. U260{1.162".) 92:2% Na 1 12=11-04 Live Load Defl. 0385(0.786'') 93.6% n/a 4 12-11-64 Max Defl. 1.162" 93% n/a .1. 12-11._04 Span/Depth 18.9 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports : Dim.(L)(W) Value SupportMember Material BO. Post 5=1/2"x 5-1/4" . .7,407 lbs 35.4% 34.2% Spruce.Pine Fir 61 Post 5-1/2"x 51/4" 7,259 lbs 34:7% 33..59/6 Spruce Pine Fir Cautions Member.is not fullysupported at post BO. A connector is required at this bearing. . Member.is.not fully supported at.post B1. A connector is required at this bearing. Notes Design meets Code minimum(L/240)Total load deflection criteria: Design meets Code.minimum(L/360)Live load deflection criteria. .. Design meets arbitrary(1.257)Maximum total load deflection criteria. Catcuiationsassume 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 2 x 10 SPF #2 Floor Beam\Beam35 Dry 1 span I No cantilevers 0/12 slope Monday, December 29,2014 BC GALC®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam35 Address: Specifier- City, pecifierCity,State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: NLGA Misc: BO 13-00-00 B1 Total Horizontal Product Length=13-00=00. Reaction Summary(Down/Uplift) (lbs) Bearing Live. Dead Snow Wind Roof Live BO,3-1/2" 386/0 645'/0 1,300/0 B1, 3-1/2 304/0 604/0 1,300/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref: Start . End 100% 90% 115% 160% 125% 1 Roof Unf.Area(Ib/ft^2) L 00-00-00 13-00-00 1.5 50 04=00-00 2 Porch Ceiling Unf.Area(Ib/ft"2) L 00-00-00 11-06-00 20 10 03-00-00 Disclosure Controls.Summary value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 5,877 ft-lbs 99.3% 115% 2 06-05-05 be verified by anyone who would rely on End Shear 1,627 lbs 37.8% 115% 2 01=00-12 output as evidence of suitability for Total Load Defl. U376(0.4") 63.8% n/a 2 06-05-05 particular application.Output here based Live Load Defl. U562(0.268") 64.1% n/a 5 06-05-05 on building properties ann d a anallysis dysis d design amethods. Max Defl. 0.4" 40% n/a 2 06-05-05 Installation of BOISE engineered wood Span%Depth 16.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please.call Bearing Supports Dim.(L x W) Value Support Member Material. (800)232=0788 before installation.\MnBC BO Post 3-1/2"x 3-1/2" 1,945 lbs 21.9% 37.4% Spruce Pine Fir CALCO,BC FRAMERS,AJSTTM, B1 Post 3-1/2"x 3-1/2" 1,904 lbs 21.4% 36.6% Spruce Pine Fir ALLJOISTO,BC RIM BOARDTT" BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Cautions PLUS®,VERSA-RIM@, Member is not fully supported at post BO. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Member is not fully supported at post B1. A connector is required at this bearing. Products L.L.C. Notes . Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)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. 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 of the project`s design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ®Boise Cascade Single 1-3/4" x 11-718" VERSA-LAM® 1.7 2650 SP Floor BeamlBeam36 Dry 11 span I No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam36 Address: Specifier: City,State,Zip:North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR-1040 Misc: . I111111 .1111111111T 12-06-00 BO B1 Total Horizontal Product Length=.12-OMO Reaction Summary(Down/:Uplift) (lbs j Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 507/0 487/0 B1,3-1/2" 610/0 505/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100%. 90% 115% 160% 125% 1 First Floor Unf.Area(Ib/ft^2) L 00=00-00 12-06-00 40 10 .01-04-00 2 Beam 29 Conc. Pt. (lbs) L 03-00-00 03-00-00 103 326 n/a 3 Beam 29 Conc. Pt. (Ibs) L 09-00-00 09-00-00 347 424 n/a Disclosure Controls Summaryvalue %Allowable.Duration Case Location Completeness and accuracy of input must Pos. Moment 3,258 ft-lbs 35.8% 100% 1 07-08-04 be verified by anyone who would rely on End Shear 1,021 lbs 25.9% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. U687(0.21") 34.9% n/a 1 06-0408 particular application.Output here based Live Load Defl. U999(0.109") n/a n/a 2 06-04-08 on building properties and adanalysis d design methods. Max Defl. 0.21" 21% n/a 1 06-0408 Installation of BOISE engineered wood Span/Depth 12.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Beam 3-1/2"x 1-3/4" 994 lbs 21.6% 21.6% Versa-Lam 1.7 CALCO,BC FRAMER®,AJS rmI B1 Wall/Plate 3-1/2"x 1-3/4" 1,115 lbs 42.8% 24.3% Spruce Pine Fir ALLJOISTO BC RIM BOARD1m BCI®, BOISE GLULAMT ,SIMPLE.FRAMING SYSTEM@,VERSA-LAME),VERSA-RIM Notes PLUS@,VERSA-RIME), Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUDE)are trademarks of Boise Cascade Wood Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. 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. Page 1 of 1 Boise cascade Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam37 Dry 1 span No cantilevers 10/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam37 Address: Specifier: City,State, Zip: North Andover, MA Designer: Waren Putnam . Customer: Company: MZO Group Code reports: ESR-1040 Misc.: dE 10-00-00 BO B1 Total Horizontal Product Length=10-00-00. Reaction Summary'(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO; 3-1/2" 3,593/0 2,08810 B1, 3-1/2" 3,561 /0 2,074/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 First Floor Unf.Area.(Ib/ft^2) L 00-00-00 10-00-00 40 10 07-00-00 2 2nd Floor Unf.Area(lb/ft^2) L 00-00-00 10=00-00 30 10 07-00-00 3 Walls Above.2 floors Unf. Lin. (Ib/ft) L 00-00-00 10-00-00 190 n/a 4 Beam 9. . Conc. Pt.(lbs) L 04-00-00 04-00-00 154 68 n/a 5 2nd Ceiling Unf.Area(lb/ft"2) L 00-00-00 10-00-00 30 10 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 13,047 ft-lbs 98.3% 100% 1 04-11-02 End Shear 4,502 lbs 73.2% 100% 1 61-00-12 Total.Load Defl. U248(0.462") 96.9% n%a 1 05=00-01 Live Load Defl. U391 (0.293") 92% n/a 2 05-00-01 Max Defl. 0.462" 46.2% n/a 1 05-00-01 Span/Depth 12.4 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" 5,681 lbs 64% 61:8% Spruce Pine Fir B1 Post 3-1/2"x 3=1/2" 5,635 lbs 63.4% 61.3% Spruce Pine Fir Notes Design meets Code minimum(U240)Total load deflection criteria. 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. BolseCaseade Double 1-3/4.1Vx 9-1/4" VERSA-LAM® 2.0 3100 :$P Floor BeamlBeam37 Dry 1:1 span I No:cantilevers 0/12 slope Monday, December 29,2014 BC CALCO.Design Report Build 3272 . .. File Name: RaViNails.bcc Job Name: Peachtree.Development House 2B Southview Description: Designs\Beam37 Address: Specifier: City,State,Zip: North Andover,MA Designer: Waren Putnam Customer: Company: .MZO:Group Code.reports: : ESR-1040 misc.. . Connection Diagram Disclosure s►{ lY d Completeness,and accuracy.of input:must L� beverified by anyone who would rely on a output as evidence of suitability for particular application.Output here 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.To obtain Installation Guide a minimum.=2 c=.5-1/4 _ or ask questions,please call. (800)232 0788 before installation.\n\nBC b minimum=3" d=24" CALCO,BC FRAMER®,AJST"", ALLJOISTS,BC RIM BOARDT*,,,.BCI®,. Calculated Side Load= 175:0 Ib/ft BOISE GLULAM ;SIMPLE FRAMING SYSTEM®,VERSA-LAMO;VERSA-RIM Connection design assumes point load is top-loaded. For connection design of side-loaded Pius®_,.VERSA-RIMS1. VERSA-STRAND®,.VERSA-STUD®are, point.loads, please consult a technical representative or professional of Record: trademarks.of Boise Cascade wood Connectors are: 16d Cornmon Nails Products L.L.C. .Page 2 of 2 BolseCascadeTri le 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeamU p Dry 14 spans No cantilevers 0/12 slope Monday, December 29,2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam38 Address: Specifier: City, State, Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR 1040 Misc: 111 z 09-06-00 02-06-00 0 10-00-00 13-06-00 B0 . B1 132 133 134 Total Horizontal Product Length=35-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 3,665/52 1,759/0 B1, 5-1/2" 10,485/1,717 3,913/0 B2, 5-1/2" 6,804/5,263 0/524 B3, 5-1/2" 9,198/0 2,522/0 B4, 51/2" 3,797/186 979/0 Live Dead Snow Wind Roof Live Trib. Load Summary tag Description Load Type . Ref. Start End 100% 90% 115% 160% 125% 1 First Floor Unf:Area(Ib/ft^2) L 00-00-00 09-06-00 40 10 07-00-00 2 First Floor Unf.Area(lb/ft^2) L 09-06-00 3506-00 40 10 16-00-00 3 2nd Floor Unf.Area(lb/ft^2) L 00.00-00 09-06-00 40 10 10-00-00 4 2nd Floor Ceiling Unf.Area(Ib/ft^2) L 00-00-00 09-06-00 30 10 07-00-00 5 Walls Above Unf. Lin. (Ib/ft) L 00-00-00 09-06-00 180 n/a Controls Summary.. Value %Allowable Duration Case Location Pos. Moment 12,182 ft-lbs 61.2% 100% 3 29-08-05 Neg. Moment -13,988 ft-lbs 70.3% 100% 6 22-00-00 End Shear 3,797 lbs 41.2% 100% 2 01-02-12 Cont. Shear 6,308 lbs 68.4% 100% 4 10-06-00 Uplift -5,786 lbs n/a 100% 4 12-00-00 Uplift -5,786 lbs n/a 100% 4 12-00-00 Total Load Defl. U331 (0.475") 72.5% n/a 3 29-01-15 Live Load Defl. L/405(0.388") 88.8% n/a 9 28-11-14 Total Neg. Defl: U999(-0:09") n/a n/a 3 18-09-00 Max Defl. 0.475" 47.5% n/a 3 29-01-15 Span/Depth 17 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO . Wall/Plate 5-1/2"x 5-1/4" 5,425 lbs 44.2% 25% Spruce Pine Fir B1 . Post 51/2"x 51/4" 14,398 lbs 1% 66.5% Steel B2 Post 51/2"x 5-1/4" 6,280 lbs 0.4% 29% Steel B3 Post. 51/2"x 5-1/4" 11,719 lbs 0.8% 54.1% Steel B4 Wall/Plate 5-1/2"x 51/4" 4,776 lbs 38.9% 22.1% Spruce Pine Fir Cautions Notes Page 1 of 2 IPolsecaseade Tlriple 1-3/4" Y.9-1/4" VERSA-LAM® 2.0 31:00 SP Floor BealmlBeam38 Pry 4 spans.1 No cantilevers 10/12, slope Monday, December 29,.2014 BC GALL®Design Report Build 3272 File Name: RaViiNails.bcc Job Name: Peachtree,Development House 26 Southview Description`. Designs\Beam38 Address: . Specifier: City,State,Zip:North Andover,MA Designer: Waren Putnam Customer: Company: MZO:Group Code.reports: : ESR-1040 . Misc: . Uplift of-5,786.lbs.foundat span 2.=Right. Disclosure Uplift of.=5,786 Is found at span 3-Left.... Completen.ess.and accuracy-of input.must be verified by anyone who would rely on.. Design meets.Code minimum(U240):Total load deflection criteria. output as evidence of suitability for. particular application.Output here based Design meets.Code_minimum(L/360)Live load deflection criteria.. on building code-accepted design Design meets arbitrary 1 Maximum total load deflection criteria. properties and analysis methods.. 9 rY( ) PP . y Installation ofBOlSEengineeredwoodCalculations assume Member.is Fully Braced:.. Design based n D Service products must be in.accordance With 9. o Dry Se ce Gondltlon.. - . . ,. . .. . cun'ent lnstallatiori Guide and applicable. Deflections less than 1/8 were ignored in.the results. building codes:To obtain Installation Guide or ask questions,please call . Connection Diagram (800)232-0788 before installation:\n\nBC y {b d .. AL JOI BT@ FBC RIM BOARD BCIO,. a� BOISE GLULAM-j SIMPLE FRAMING S 1'STEM@,VERSA-LAM®;VERSA- RIM C PLUS@.,.VERSA-RIM®, VERSA-STRAND@.,.VERSA-STUD@ are • trademarks.of Boise Cascade Wood e Products L.L.C. . rr T . a minimum=21.' c=271/8" b minimum= 3 d:=24 e minimum=3" Calculated Side Load=315.0 lb/ft Nailing schedule applies to both sides_of the member: Connectors are: 16d Common Nails I I I I Page 2 of 2 ®Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAM@ 1.7 2650 SP Floor Beam\Beam39 Dry 11 span I No cantilevers 10/12 slope Monday, December 29, 2014 BC CALL®Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam39 Address: Specifier: City, State, Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR-1040 Misc: z BO 06.06-00 B1 Total Horizontal Product Length=06-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 458/0 309/0 B1 419/0 283/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Second Floor Unf.Area(Ib/ft^2) L 00-00-00 06-06-00 30 10 04-06-00 2 40 Unf. Lin. (Ib/ft) L 00-00-00 06-06-00 40 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,017 ft-lbs 11.2% 100% 1 03-04-06 be verified by anyone who would rely on End Shear 440lbs 11.2% 100% 1 01-05-06 output as evidence of suitability for Total Load Defl. U999(0.016") n/a n/a 1 03-04-06 particular application.Output here based on building code-accepted design Live Load Defl. U999(0.009") n/a n/a 2 03-04-06 properties and analysis methods. Max Defl. 0.016" n/a n/a 1 03-04-06 Installation of BOISE engineered wood Span/Depth 6.1 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 5-1/2"x 1-3/4" 768 lbs 18.8% 10.6% Spruce Pine Fir CALC@,BC FRAMER@,AJS-, B1 Hanger 2"x 1-3/4" 702lbs n/a 26.7% Hanger ALLJOIST@,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(L/240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. 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. Page 1 of 1 i ®Boise Cascade Single 1-3/4" x 11-7/8" VERSA-LAM® 1.7 2650 SP Floor Beaml13eam40 Dry 11 span I No cantilevers 10/12 slope Monday, December 29, 2014 BC CALC@ Design Report Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam40 Address: Specifier: City, State, Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR-1040 Misc: 03-06-00 BO B1 Total Horizontal Product Length=03-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 5-1/2" 256/0 173/0 B1 217/0 146/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Second Floor Unf.Area(Ib/ft^2) L 00-00-00 03-06-00 30 10 04-06-00 2 40 Unf. Lin. (Ib/ft) L 00-00-00 03-06-00 40 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 254 ft-lbs 2.8% 100% 1 01-10-13 be verified by anyone who would rely on End Shear 101 lbs 2.6% 100% 1 01-05-06 output as evidence of suitability for Total Load Defl. L/999(0.001") n/a n/a 1 01-10-13 particular application.Output here based on building code-accepted design Live Load Defl. L/999(0.001") n/a n/a 2 01-10-13 properties and analysis methods. Max Defl. 0.001" n/a n/a 1 01-10-13 Installation of BOISE engineered wood Span/Depth 3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC BO Wall/Plate 5-1/2"x 1-3/4" 428 lbs 10.5% 5.9% Spruce Pine Fir CALC®,BC FRAMER@,AJSTm, B1 Hanger 2"x 1-3/4" 363 lbs n/a 13.8% Hanger ALLJOIST@,BC RIM BOARD- BCI®, BOISE GLULAMT ,SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Notes PLUS@,VERSA-RIM@, Design meets Code minimum(U240)Total load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Design meets Code minimum(L/360)Live load deflection criteria. Products L.L.C. 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. Page 1 of 1 ®Boise Cascade Double 11-7/8" BCI®4500s-1.8 SP JoistlBeam41 Dry 11 span I No cantilevers 0/12 slope Monday, December 29,2014 BC CALL®Design Report Non-Repetitive Glued&nailed construction Build 3272 File Name: RaviNails.bcc Job Name: Peachtree Development House 2B Southview Description: Designs\Beam41 Address: Specifier: City, State,Zip: North Andover, MA Designer: Waren Putnam Customer: Company: MZO Group Code reports: ESR-1336 Misc: . BO 23-00-00 B1 Total Horizontal Product Length=23-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 613/0 153/0 B1, 3-1/2" 613/0 153/0 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 23-00-00 40 10 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 4,234 ft-lbs 70% 100% 1 11-06-00 be verified by anyone who would rely on End Reaction 767 lbs 26.9% 100% 1 00-00-00 output as evidence of suitability for End Shear 747 lbs 23% 100% 1 00-03-08 particular application.Output here based Total Load Defl. L/376 0.719" 63.8% n/a 1 11-06-00 on building code-accepted design ( ) properties and analysis methods.. Live Load Defl. L/470(0.575") 76.6% n/a 2 11-06-00 Installation of BOISE engineered wood Max Defl. 0.719" 71.9% n/a 1 11-06-00 products must be in accordance with Span/Depth 22.8 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation.\n\nBC Bearing Supports Dim.(L x W) Value Support Member Material CALCO,BC FRAMER®,AJS-, BO Post 3-1/2"x 3-1/2" 767 lbs 8.6% 53.8% Spruce Pine Fir ALLJOISTO,BCRIMBOARD-" BCI®, 61 Post 3-1/2"x 3-1/2" 767 lbs 8.6/0 53.8/o Spruce Pine Fir BOISE GLULAM SIMPLE FRAMING 0 o p SYSTEM@),VERSA-LAM@),VERSA-RIM PLUS@),VERSA-RIM@, Vibration Summary VERSA-STRAND@,VERSA-STUD@)are Subfloor: 23/32"OSB, Glue+ Nail Gypsum Ceiling: None trademarks of Boise Cascade wood Strapping: None Bracing: None Products L.L.C. Notes Design meets Code minimum(L/240)Total load deflection criteria. 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. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 3 Bolsecascade Triple 1-3/4 x 9-1/4 VERSA-LAM@ 1.7 2650 SP RafterlBeam05 Pry 11 span I.No cantilevers 110/12 slope Monday, December 29, 2014 BC CALCO Design Report Non-Repetitive r , Build 3272 File Name: RaviNails.bcc . Job Name: Peachtree.Developnie.nt.House 2B Southview Description: Designs\Beam05 . Address: : Specifier:: City;State,:Zip:North Andover,MA Designer: Waren Putnam Customer: Company:: .MZO:Group Code.reports: ESR-1040 . misc.. 12 I1ll 111111111111111111111111111 1 1 1 i Bo. 13-06-00 B11. Total Horizontal.Product Length=106-00 Reaction Summarywptiff (Don/U.` ).Gibs) Bearing. live . Dead Snow Wind Roof Live . BO, ,, 5-1/2 : . . 457/0 1,309]0 B1.;5-1/2" 393/0: 3.64 LO .1,041 /0 . . Live Dead Snow Wind. .Roof Live Trib. Load Summary.. Tog:Description : Load Type . Ref::Start End 400%: 90% : 115% 160%.125% 1 Snow: Unf.Area:(lb/ft^2) L. 00-00-00 13-06-00 20: 50 1.3 2 Beam 4 Conc. Pt,(lbs). L 06-00-00 06-00-00 892 793 2,275 n/a Controls Summary: ... Value %Allowable Duration Case Location Pot. Moment .. . 10,049 ft-lbs. 5.1:3% 115% .6: 06=00-00 End Shear 1;810 lbs : 17.1% 11.5%. 6 00=05-08 Total Load Defl. UN6(0.672") 811.1% n/a. 6 06-06-01 Live Load Defl: L/395(0.503") 91% n/a 12 06-06-01 .Max Defl, : 0.672". . 53.:8% n/a 6. 06-06=01 Span/.Depth 16.5 :n/a n/a 0 00-06-00 %Allow: %Allow Bearing Supports . Dim.(Lx W) Value Support Member Material BO Wall/Plate 5-1/2"x 5-1./4" 1;813 lbs 14.8% 8.4% Spruce Pine.Fir 61 Wall%Plate 5-1/2"x 5-1/4 1,440 lbs. 11.7% 6.6% Spruce.Pine Fir Horiz.Length Product Length Slope and Cut Length Slope Fascia Depth Plumb.Cut with.Hanger-to dbl.top plate 10/12 14-5/8 13-06-00 18=02-09 Notes Design meets User.specified(0240)Total load deflection criteria. Design.meets.User specified.(L/360)Live.load.deflection criteria. Design meets arbitray(1'.25")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. Page.1 of 2 . 9clseCaseade Triple 1:-3/4" x 9 114"VERSA-LAM@ 1.7 2650 SP RafterlBe=05 # D 1 span .No cantilevers 10/12slope e: Moeda , December 29,.2014 Dry p l I p y BC CALCO Design.Report Non=Repetitive Build 3272 .. File e Name' RaviNails.bcc Job Name::- Peachtree.Dweloprnent.House 2B Southview Description: Designs\13eam05 Address:: Specifier: City-, State,Zip: North Andover,MA Designer: Waren Putnam Customer: Company: MZO Group Code.reports: : ESR-1040 . Mist: . Connection Diagram Disclosure b d Completeness.and accuracy.of input:must a be verified by anyone who would rely on.. output as evidence of suitability for. . o o particular application.output here based C on building code-accepted design _properties and analysis methods • • Installation of BOISE engineered wood 2 ° - ° products must be in.acCOrdance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum_=2' c=41/4 - or ask questions,please call . (800)232 0788 before installation.\n\nBG b minimum =.3' d.=24" CALCO,BC FRAMERS,AJSTM', 3" . . ALLJOISTO,BC RIM BOARDTm .BCIO,. e minimum BOISE SIMPLE FRAMING Connection design.assumes_point load is top-loaded:.For connection.design of side-loaded SYSTEM@),VERSA-LAM@);VERSA-RIM point loads please consult a technical representative or professional of Record: PLUS®.,.VERSA=RIM@),_ VERSA-STRAND R - O,VE SAS T IJDO are. Nailing schedule applies.to.kioth sides of the member. trademarks.of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: 1.6d Common Nails Page 2 of 2