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95 MASON ST - BUILDING INSPECTION `gyp '7 77 I y --- I'he C'onunmtweallh of Massachuscus Board of Building Regulations and Standards SAL OF ;� ;3 s,\Lli.\I l ,., � \lassachusetts State Building Code. 790 C'M1IR /t,•ri.�cJ (6tr'all I Building Permit \ppiicatioi, To Construct. Repair. Renovate Or Demolish a One-ur ruv)-kanlilr DueNin,q Phis Section For Official Use Only Building Permit Number: Date applied: _ Building( II vial(Print None) Signature One SECTION I: SITE INFORM. ON I.I Property Ad ress: 1.2 assessors Map& Parcel Number yy /iWS61W ,�7— I.la Is this an accepted street?yes '� no Alap Number I'urcet NumM:r 1.1 Zoning Information: 1.4 Property Dimensions: Loning District Proposed Use Lot Area(s4 11) Frontage ill) 1.5 Building Setbacks(fl) Front Yard Side Yards Rear Yard Y Required I'nsviJed Required Provided Required I'msviJed 1.6 Water Supply:(M.G.1.v.40.§Sy) 1.7 Flood Zone Information: I.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal s)stem ❑ Chtck if csQ SECTION 1: PROPERTY OWNERSHIP' 2.1 �'nert of Record: A VAV-6' G!yy-I'kf, �/"-Ill fir" Nausc(Print) City.State.ZIP / / 9S-/19i45anJ ?- Gil?� OfslUnSB, No.and Street racphone Entail Address — SECTION J: DESCRIPTION OF PROPOSED WORKS(check all that apply) New Construction ❑ Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ I Alteration(s) 01 Addition ❑ Demolition Cl accessory Bldg. ❑ Number of Units_ I Other ❑ Spcvily: Brief Description of Proposed Work-: e O 75 1 1 c. = f- Y^ —54e Firms"�'„nJ SECTION a: ESTIMATED CONSTRUCTION COSTS bent Estimated Costs; Official Use Only (Labor and Materials) I. Duilding S j.QUU ' 1. Building Permit Fee: S Indicate hove Poe is determined: '. facarical S .yQl) ❑Standard Citffuvvn Application Fee _ ❑Total Project Coil)(Item 6)x multiplier 1 I'lunthing S vU 1. Other Fees: S_ a. Mechanical Ill\ \('1 5 ov1) List: 1u.vcsswnl rotas \itFccs: S_.____—___ q Chcck \'u. ('hcck Amount: .-Cash \mmoit: o Ilttsl Pritject Cull: 5 ❑ Paid in Full 13 Owsiandiog (lal.mcc Due: SFA 11ON S: CONSf'RUCTION.SERVICE.S 5.1�Construclluu/Supvrvisur Licclu^lICSLI . ,=L=Z1_[r- /__�.. .�q��a Ui�1_.._. .. ......__—_ l lens:Num cr I \piralin I)aW \'.uneal'l'SL IIoIJer C I1..t to." I)pe Desrripliun No. .uld Street II i i "bill d 1&2 ilJill)s li to 1<,Il00 cu. 11.1 ItnlricicJ Idl•? f.lmil D\\cllin Cigifot\n ' \I \lawiiry IIC R1NHin incrinig K'ti N'tnduw.mJ Siding Ad (� _��� i�n j.t 1uliJEuel l)uming,\ppliancef (5!�� 'T (7 I Insulusiun fcic bona Ifmuil uddrea D I Demolition 5.2TTRegbyttered Home Improvement Contractor(HIC) / 7)SU En • rDr/Sr y In III 'Iteglsratmm lumber F\ irulil it Date I IIC Cl/any Nam,or�I IIC' tegi.,lrun!Nanw / 0J cb Nu. ;usJ S n N / r� f-� I:In:11I JJJ1ev! Ci /Tow , State ZIP (�7 relc.hone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.e. 152. ! ZSC(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... 62/ No........... O SECTION 7s. OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property, hereby authorize Z�AAn/G / S D a t/71 d-1 �ttoo/act on my behalf, in all matters relative to work authorized by this building permit application. /- 7g�da�- Print U\\rlef s Name(Eleetrunic Slunatura) Dutfi SECTION 7b:OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains an enalties of perjury that all of the information contained in this application is true and ace rate the bes f my Inowledge and understanding, Print 0micr'i or \w orinJ.\yent's Nam runic Si a DJQ NOTES: I. .\n Owner who obtains a building permit to do his.her own \vurk,ur an owner who hires an unregistered runtractur Uwt registered in the Hume Improvement Cuntractur I HIC) Program), will nu have access to the arbitration program ur guaranty fund under M.G.L. c. 141A. Other impunant information on the HIC Program can be round at Itt\`\ mar•. ,t I Information an the Construction Supervisor License can be found at 11 t\`\ m.l.: :, \ ,qln i. \%'lien substantial twrk is planned,provide the infurtnatiun below: fatal (lour area(sq. R.) . (including garage, finished basement attics. decks or porch) (iruis li\ing area I sy. it.I llabitahle roum count \unlher of fireplaces ,. _._ \uulher of hedrotims \umherof'hathroomi . , . . , \tuuhcrol'h;dl'hwlm i I\pc othvating i)itcnt \llmhcr of Jccks, porches 1\pa„I�OVhltgj\Vlelll I`Ilclu�ed I)Ilell t "f offal 'rUiCCt $thlare Foot gc-nim he Hlhitpuled fur I*olal Ilroj"t Co.,I" : .1IF7' - I I I : _ I . : _ I I I i I , I _ Y _ i _ I I ++ I : Y , i I I JOT I ' '- : r 1 I _ f � --I I , I • DAD D EnterpMses inc I —I 44 C18rk 5t: I I � I I ' Lyon Ma 01902 I I j - !I ( AM WY . 817 257 327 q ^1' ST— r I I ! I �I I I I I ! I I I � CNI � ( I I I 1 I _ I ' i '1- , I i i I i I I D S D Enton)ft s Mc. - I 4 — —_ 44 Clark St c Lynn,Ma.01902 . .... 70... - qs t __ I LL GI $O �1 t we /e r 1-H DAD Enterprises Inc. � �L C,:V 1Al)UAAS � 44 Clark St Lynn,Ma.01902 617-2573270 `�R1/E C vTL�IZ 9� /N�Srn/ ST SAZ t-?`K AAA N/rzP��P�� d WEs7?t qj El �l Y -'r E4 sorw D.S.D ErMsrprfsn irm 44 Clark St (�Q Lynn.Ma.01902 617-257-3270 /�ST S'� ( `4 i , : I : f I o . I i I : i Al 1 D S.D E' tHerprisesinc I Lynn.Me 01902 ••...3 .- 617=257-3270- ' I • i r • 1'I I I I � I �' I I I I 9tlf P I [ I q p 7 I! I 1 V I I•i r Iy. � d , 1 I _. _ I I I p S D En*eipdseslna. I 44 aark sL Lynn.Ma.01902 617-Z -0312r 1 r I f I I i i I I I 1 I I , I I I I i f I i I I 7 Q L i t D; U I p.S;D Enterpd�s iI - / Lynn,44 CMa 0 0'' �l st7 257 I I I i I I I I I I ' P1(I I 1 I i 1v I I ; u - ! ' I I I I S _ SV -I I I — I I _._ DS.���n teIp 5!tY i�Inc! I i JV�tL44( ade Lynn,Ma 01902 o h� ' I _1-_!. . _ a I I f CITY of S.V-&Nf, NL1SSACHUSE-M JLMDOia DEP.IAT\tLNT I 10 W.UHNGTON STUar, )"FZ.00A 11L k979) 14J.959! .U.NM ALBY OUWOLL F•�x(97� 1t4984d NCAYO)l McwaST.PM ■S �f ABCTO A O P PC 8t1C P ROPlATY�8C tZ.D tNC CO\p1117tO V E A Construction Debris Disposal Atfidavit (required for ali demolition and renovation work) In accordance with the sixth edition oohs State Building Code. 190 CMR section 111.J Debris, and the provisions of MGL o 40, S 54; Building Permit At is issued with the condition that the debris resulting from this work shall be 111, S I JOA. disposed of in a propetty licensed waste disposal facility as dcBncd by NIGL c The debris will be transported by: / (name ur haul ) The debris will be disposed of in : (name or fulluy) IrJOraa or rJ�11nY1 u re of per cJnt � Jle avy OF 5:uEayl, AkSSACHI:SETTS /.BUILDING DEPART?(o\T I2 0 \i (SHLVGTON STEET }ao F LOOR � •> TEL l 978) 745-9595 . � . F.k.at(978) 1.10•98-16 v%tpF(lt FY DRISCOLL THOSL►SST.PIER" NLAY01 Dl.4ECTORGF FUSLIC PROPERTY/Kit-OrNG CO\LMISSIONER Workers' Compensation Insurance A1TWavit: Builders/Contractors/Electrict•ans/Plumbers Annlleant Information Please Print Leeihltt US D l`(t� 4 V;IIT1C lnmituvs Urgtmnliaru lndividualY �r _ nl ' City/State/Zip: /(/l Phone 7 dS / 3O'-7a \re yn an employer!C eck the appropriate box: Type of project(required): 1. am a employer with _ _ 4. ❑ I am a general contractor and I S. ❑Now construction dntployces(fLll and/or part-time).* have hired the subcontractors 1.❑ I am a ante proprietor or partner- listed on the anachcd shaoL t 7, ❑ Remodeling .,h;p and have no employees These sub-contracton have g. ❑ Demolition working for me in any capacity. workers'comp.insurance. 9. Building addition [No workers.comp, insurance 5. ❑ We are a corporation and its required.) officers have exercised their l0.❑ Eieetrical repairs or additions J.❑ I am a homeowner doing all work right of exemption per MOL I I.❑ Plumbing repairs or additions myself.(\o workers'camp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.)t employees.(No workers' 13.(0J Other comp,insurance required.) •.\ny appfivard dW chavks,hat/1 mart alto NI jut the aeeliue balaw showing their waekeW eampeneadun poaey mAirinallam '1?,"uuwm"wha auhniil this&Mdavit indicating they am doing all work and then hint wai4s centimeters mtat ruhmit a new an1davil;ndiainy suck -(%.nom.ton thal chask this buff moat aaachal an addaiunal Awl ahuwing the tine of the rub.untrachare and their workers'mmp.pulley Inrwmadan. /mx un nnpluyb the!lr pruvldlnx Ivarkera'rumpraradun lnrurunn for my ernpluydrs. Below/s r/u polcy undJab site infbrorurinma r I n..uru¢e(:ontpany Vame; 5 V�( ._. Policy 4 or Salf•iim Lis d:Q 4 — 1 Expiration Date: 1 Job Sild Address: m�41�� S/ City/Statr/2ip: �( &,An /� AIIJA a copy of the workers' compensation policy declaration page(showing the policy number and expiration data). F tilura to,aura coverage as required under.Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.1 rirc fill to 51,500.00 and/or one-year imprisonment is well as civil penafties in the form of a STOP WORK ORDER and a tine al up rn SIA.00 a Jay agatll St Ills v Wlatnr. Ile advised that i copy of this.italetnent inay be forwarded to ilia Office of la%catigatiurts ofthc MA fur in.cuctnce coverage vcrilicaliun. /do hereby clef ' the pub and prnalife u/perju be in/urnrudiot provided above it irue and carrrct —et' __ " / OU/lciu/rue only. /7u n fir wrier in thin area, to he completed by city of town nflh iul (ary or I•tnvn: _ _ __. Pcrmiti Llccnae f as uiey,\nlliurily (circle unc): 1. hoard of Ilcallh _'. Ilmldlm4 Dcp.rrinttrnl 1. ('ityi fowo Clerk 1, Electrical 61apcchar i, lalnmhintj loapeetur 6. Other l ltnl.lal Perum: I'hnne.r•. From:CDlleen Malaludis FaxI D:Fitzgerald Insurance Page 1 of 1 Date:61112012 01:19 PM Page:1 of 1 OP ID: CM ,a►�coRo CERTIFICATE OF LIABILITY INSURANCE DAT 05/30112D 051312 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) 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 endorsements. PRODUCER 508-668_4100 CONTACT NAME: Fitzge2ld Insurance Agency 508.666�199 rHare Ax 713 East Street-Route 27 AIC No E : AfC Na Walpole,MA 02061 AAIL DDRESS: Stephen E Fitzgerald DSDEN-1 CUSTOMERIDF: INSURE S AFFORDING COVERAGE NAIC INSURED DSO Enterprises Inc. INSURER A:National Continental Ins Daniel Davison INSURERS:Assoc. Employers Ins Co. 44 Clark Street INSURER C: Lynn, MA 01902 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR VkIVD POLICY NUMBER (MM=rYVY`YI fMMMDMYYILIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY PREMISES Es occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL S ADV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMPIOPAGG S POLICY PRO. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Eeecaden0 $ A ANY AUTO 07771029-1 12/23N 1 12123112 BODILY INJURY(Per person) 4 50,000 ALL OWNED AUTOS BODILY INJURY(Par wcidwq S 100,00 X SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS IF.,eCcidiIrd) $ SD,00 NON-OWNED AUTOS S S - UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LAS CLAIMS-MADE AGGREGATE S DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION X I WC STATU- OH- AND EMPLOYERS'LIABILITY TOR,LIMITS ER B AM'PROPRIETORIPARTNERrEXECUTIVE YIN NIA QO13684-14583 04104H 2 04/04/13 E.L.EACH ACCIDENT $ 100,00 OFRCERIMEMBER EXCLUDED? (Mandatary In NH) E,L DISEASE.EA EMPLOYEE $ 100,00 IFyS tlesaibsunder DESCRIPTION OF OPERATIONS below I E.L DISEASE-POLICY LIMIT IS 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Atlach ACORD 101.AEdidonal Remarks Schedule,it more space is required) CERTIFICATE HOLDER CANCELLATION SALEM-3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 120 Washington St Salem, MA 01970 AUTHORIZED REPRESENTATIVE Stephen E. Fitzgerald ©1989-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD REM Report Page 1 of 1 ESE EaWtl Iucn@gmall-0Ym REM Report Su.in cYYub w=T txwmoaa Ymm�w sn.m File View Help Search the document. --Y - 160 Ems, r. mYe.. am,r a.NNwae..a s. Y_ee,.Y. �Y:Y.eYa a.Nm 5 sm.PYa PeNteebE NatfiM a ... ,.e_qe veyef.Y. smfewYn .m,w zee EEE: aNmw •spwm o- a--M ty,.'rafe.:mn <a ter c u-- u .Y. wY.. �ee_v_v1YY yr ROaa CaNisaM1ev: FaO�'_rYr Ce iawtlNMa: tanaaea rautlals:. waNilmeavanm: Tela eeM mwls YramaNsaM minlmYm v tl1vA b.rl Y I lb b W virq: �W'eeleyiYv�M1�Weaf x..z,p: Nmaeemanwb..Wr.m Y_...ntwe. i c.sYr: N..r N.c6q: wrnnl.ul wv.vtlpaYr 6G.ov W. O,.:Ialge.Wv1Y: roCgL VmY.Yn9ryen: Ftlmu�Mf:ry MpmMlsllm.v.ee IYvbe:Y. 'Lnwp:Yw !W' eMef_M1ne CMq vet ILe� a CeB:v: Pm WiNv.7m. Yaxr,eNOcnT Ovtr Wry Ylim fae+.Yn pw; Ny:aw CM:anv.LNM py: Waea: 61w...6nw ana..rwmaw,n=a: arm fuel: e_X. nB.m:nr.w:.a v:PYYNI- =e0p ante l.M4N: ar Bere,lr.wan,a aeM.YN��a..w.me�A Rqr.r�.�e.ln.n.lxae https://docs.google.com/viewer?a=v&pid=gmail&attid=0.1&thid=137e l 3346df9254e&mt... 6/12/2012 i � I f CONTRACT 'n i17•alos^'asap D. S .D Enterprises Inc. INVOICE a590 3'd Generation Carpenter DATE: DUNE if, 2012 44 Clark Street Lynn, Me. 01902 617-257-3270 www.dsdenterprises.com 1 TO Dave Cutler 95 Mason St. Salem Ma. 2 F7��DSD SPERSON JOB - PAYMENT TERMS DUE DATE New Construction As Stated Below 3 CONTRACT(INCLUDES ALL MATERIALS) 7rebarto LINE TOTAL Demo Remove/dispose of the existing building leaving part of the front Remove all construction debris throughout construction. 7,250.00 Foundation Pour 16' foundation cap over the top of the existing foundation u pin to existing foundation and build welters and fill with concrete. Thuroseal 2,850.00 the interior walls of the existing foundation. Frame Supply and install BCI floor joists engineered for structure 1"and 2n° floor (second floor to have holes cut for hvac). /4" fir T Et G plywood floor sheath- ing, 2x6 kd wall studs, 2xl2 kd headers and stair stringers, Y@" OSB wall 16,100.00 sheathing, 2x4 kd partition studs. All strapping included. Roof Supply and install %z" fiberboard, .066 rubber roofing, heavy duty drip edge all seamer and glues included for the main roof. Four front gable detail use 3,600.00 architectural shingles. Sidina Supply and install .044 (heavy duty)vinyl siding (color of the customer's choice) and white coil stock metal for all rakes and fascia, vinyl soffit mate- 7,500.00 Hal for all soffits. Plaster Supply and install 'h" blue board to the entire house and plaster all walls and ceilings to a smooth finish (closets will have light texture). 8,150.00 Flooring Supply and install W" red oak to the entire house (except the bathrooms) sand and finish with 2 coats high gloss finish. 6,000.00 Interior Trim Supply and install 5 �/4"wood speed base boards to the entire house , 3 '/z" Stafford casing to all windows and doors, 10 2-panel solid masonite interior doors, oak stair treads with pine risers, 3 6' section exposed handrail and full 9,200.00 length red oak hand rail. Kitchen Installation Install cabinets and all moldings provided by others. 1,250.00 i Bathroom Tile Install 'h bath tile floor (tile supplied by others). Install full bath tile floor and tub surround (tile is to be supplied by others). Install kitchen backsplash 1,825.00 (tile to be supplied by others) Exterior Stairs Supply and install pt stairs for rear slider and side entrance. 850.00 Exterior Doors and Windows Rear double patio door, 1 exterior fiberglass door and 14 double hung vinyl K&C industries windows and exterior storms for doors. 4,900.00 Electrical Supply and install 200 Amp service, all outlets and switches per code (GFI included), 2 bathroom fan vents, recessed lighting in the kitchen and bath- 8,400.00 rooms, flush mount ceiling lights in all bedrooms, closets and common areas. 'All exterior lights and interior fans are to be provided by others." Plumbing Supply and install all piping necessary for the kitchen and two bathrooms per code. Supply and install two comfort height toilets, one steel 5' tub and in- 5,000.00 stall all fixtures in the house. *All fixtures and vanity's are to be supplied by others.* Payment Schedule* Deposit= $17,735.00 due at the start of all work 2h°Payment= $ 20,500.00 due when frame and roof are completed 3" Payment= $17,700.00 due after all rough inspections 4`h Payment= $17,735.00 due after the plaster is complete Final Payment= $9,005.00 due at th completion of all above stated work Dave Cutler '�X Daniel S. Davison X *All work is to be permitted through the Salem Building Department w- w 7u$d]o$yy0 TOTAL:$8 2,675.00 Interest of one and one-half percent shall be charged monthly on the un- paid balance after thirty days and all legal costs including reasonable at- torneys fees, will be charged to a customer if this account is referred for collection. Make all checks payable to D S D Enterprises THANK YOU FOR YOUR BUISINESSI ®rr�rtE!casAe Single 9-1/2" AJSO 140 APG Joist\J01 BC CALCO 3.0 Design Report- US 1 span I No cantilevers 1 0/12 slope Monday, June 11, 2012 Build 440 16 OCS Non-Repetitive Glued & nailed construction File Name: BC CALC Project Job Name: DSD MASON ST, Description: J01 Address: 95 MASON ST. Specifier: City, State, Zip: SALEM, MA 01970 Designer: JESSE Customer: Company: NATIONAL LUMBER Code reports: ESR-1144 Misc: 16-08-00 60,2-1/2" Bt,2-1/2" LL 444 Ibs LL 444 Ibs DL 111 Ibs DL 111 Ibs Total Horizontal Product Length=16-08-00 Live Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area(psf) L 00-00-00 16-08-00 40 10 16 Controls Summary Value %Allowable Duration Case span Disclosure Pos. Moment 2,234 ft-Ibs 91.2% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 556 Ibs 52.3% 100% 1 1 - Right be verified by anyone who would rely on Total Load Defl. L/385(0.511") 62.4% 1 1 output as evidence of suitability for Live Load Defl. U481 (0.409") 99.8% 1 1 particular application.Output here based Max Defl. 0.511" 51.1% 1 1 on building code-accepted design properties and analysis methods. Span/ Depth 20.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or BO Wall/Plate 2-1/2"x 2-1/2" 556 Ibs n/a n/a Unspecified ask questions,please call (8 B1 Wall/Plate 2-1/2"x 2-1/2" 556 Ibs n/a n/a Unspecified t800)232-0788 before installation. BC CALCO, BC FRAMERO,AJST"", ALLJOISTO, BC RIM BOARDTM BCIO, Notes BOISE GLULAMT",SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEMO,VERSA-LAMO,VERSA-RIM Design meets User specified(L/480) Live load deflection criteria. PLUSO,VERSA-RIMO, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Cascade,L.L.C. User Notes 95 MASON ST. DSD CONSTRUCTION a Page 1 of 1 ° Gengral�t�ata Name: Designs\JO1 Design Type: Joist 0/12 Number or spans: 1 Repetitive: No Left Cant. : No Construction: Yes Right Cant. : , No i Product Data Product name: 9-1/2" AJS® 140 APG ! E / 10^6 = 1.40 psi ET / 10^6 = 229. 66 K / 10^6 = 5.20 lbs i Allowable resistive moment at 100% = 2, 450 ft-lbs Allowable resistive end reaction values at 100%: At min. bearing (1-1/2") = 950 1bs At 3-1/2" or greater bearing = 1, 175 lbs At min. bearing (1-1/2") w/ web stiffeners = 1, 240 lbs At 3-1/2" or greater bearing w/ web stiffeners = 1, 480 lbs * Allowable values are interpolated for bearing lengths between 1-1/2" and 3-1/2" . Allowable resistive intermediate reaction values at 100%: At min. bearing (3-1/2") = 2, 350 lbs ° At 5-1/4" or greater bearing = 2, 350 lbs ` At min. bearing (3-1/2") w/ web stiffeners = 2, 450 lbs At 5-1/4" or greater bearing w/ web stiffeners = 2, 450 lbs * Allowable values are interpolated for bearing lengths between 3-1/2" and 5-1/4" . Member Final Load Cases : Span Data Load Case #0: 1. Dead load, no variation Loads Type Start Pos End Pos Start Value End Value Dead Load 00-00-00 16-08-00 10 psf ---- Span 1 Moment Left: -0 ft-lbs Moment Right: 0 ft-lbs Bending: 447 ft-lbs Shear Left: 108 lbs Shear Right: -108 lbs . Shear Red. Left: -0 lbs Shear Red. Right: -0 lbs Total Defl: 0. 102" Total Neg. Defl: -01, Dead Load Defl: 0. 102" ° Bending Defl: 0. 094" Shear Defl: 0. 008" Uplift: 0 lbs Reaction @ BO: 111 lbs Reaction @ B1: 111 lbs Load Case 41: 1. Dead load, no variation + 1 . Live load, default duration and primary application Loads Type Start Pos End Pos Start Value End Value Dead Load 00-00-00 16-08-00 10 psf ---- ! Live Load 00-00-00 16-08-00 40 psf ---- ' u Span 1 Moment Left: 0 ft-lbs Moment Right: 0 ft-lbs Bending: 2, 234 ft-lbs Shear Left: 542 lbs Shear Right': -542 lbs j Shear Red. Left: -0 lbs Shear Red. Right: -0 lbs Total Defl: 0. 5111, o Total Neg. Defl: -0" Dead Load Defl: 0.102" Bending Defl: 0.47" Shear Defl: 0.041" uplift: 0 lbs Reaction @ BO: 556 lbs Reaction @ B1: 556 lbs Load Case 414 : 1. Dead load, no variation + 1. Trapezoidal Live load, default duration and al spans application + 1. Nontrapezoidal Live load on odd spans Loads Type Start Pos End Pos Start Value End Value Dead Load 00-00-00 16-08-00 10 psf ---- Live Load 00-00-00 16-08-00 40 psf ---- Span 1 Moment Left: 0 ft-lbs Moment Right: 0 ft-lbs Bending: 2, 234 ft-lbs Shear Left: 542 lbs Shear Right: -542 lbs Shear Red. Left: -0 lbs - Shear Red. Right: -0 lbs _ Total Defl: 0.511" Total Neg. Defl: -0" Dead Load Defl: 0. 102" Bending Defl: 0.47" Shear Defl: 0.041" uplift: - 0 lbs Reaction @ BO: 556 lbs Reaction @ B1: 556 lbs Member Final Load Cases : Maximums Load Case #0: 1. Dead load, no variation Max Moment Span: 1 0 ft-lbs ' Max Shear Span: 1 -109 lbs Load Case #1: 1. Dead load, no variation + 1. Live load, default duration and primary application Max Moment Span: 1 0 ft-lbs Max Shear Span: 1 -546 lbs e Load Case #14 : 1. Dead load, no variation + 1. Trapezoidal Live load, default duration and al spans application + 1. Nontrapezoidal Live load on odd spans Max Moment Span: 1 0 ft-lbs Max Shear Span: 1 -546 lbs