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0031 CEDARCREST AVENUE - BUILDING JACKET SMEAD No. W I Q UPC 10230 emead.com • Made In USA 5j Certificate No: 540-08 Building Permit No.: 540-08 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Pernuts This is to Certify that the RESIDENCE located at Dwelling Type 31 CEDARCREST AVENUE in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 31 CEDARCREST AVENUE This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires unless sooner suspended or revoked. Expiration Date I Issued On: Mon Jun 23, 2008 GeoTMS®2008 Des Lauriers Municipal Solutions,Inc. - - ---- - - - 31 CEDARCREST AVENUE 540-08 GIS#: 10876 COMMONWEALTH OF MASSACHUSETTS P. 21 Block: CITY OF SALEM Lot: 039 Category: New Single Family Ho Permit" 540-08 BUILDING PERMIT gBalance t# JS-2008-000831 ost: $200,000.00 arged: $1,405.00 Due: $.00 PERMISSION IS HEREBY GRANTED TO: Class: Contractor. License: Expires oup: Paul Cassell , ot ize(sq. ft.): Zoning: Owner. Paul Cassell Units Gained: Applicant: Paul Cassell Units Lost: AT: 31 CEDARCREST AVENUE Dig Safe#: ISSUED ON. 06-Nov-2007 AMENDED ON. EXPIRES ON. 06-May-2008 TO PERFORM THE FOLLOWING WORK. NEW SINGLE FAMILY HOME jhb POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation:✓ Service: Meter: �T ( �Q / Footings: Raugh: .'�..5 c^� Rouge f .tel Rough:A�`�/�t y �Y,f Foundat' / �N`L Final:G/ Finale/i /__%/ 0 Rang Fra e: r 6 3"K. d' `b b Firepl Chimney: D.P.W. Fi Health Meter: oil. ��l InsulationY 'I/7/0 / .�r•Tpl�� �/2�1 House q Smoke: Final: �\ {� • /(q /©� Water: Alarm: 'U it Treasury: Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signatur. ~ . yam. Fee Type: Receipt No: Date Cr;heclfgw� Paid: 1 06-Nov-07 3930 ' $1,405.00 fiA�:ar; An l wqq .;on s.F--:Q upoil c0fT1,1e0V-:1:1 of'iio*, p!ea a call 745-9595 Ext. 385 r I ff�. I'- 'a. �. �.� � t lis I s il L i%4v91pY GeoTMS@ 2007 Des Lauriers Municipal Solutions,Inc. 31 CEDARCREST AVENUE 540-08 GIs# 10876 COMMONWEALTH OF MASSACHUSETTS Map: 21 Block: CITY OF SALEM Lot: 039 Category: New Single Family Ho Permit# 540-08 BUILDING PERMIT Project# JS-2008-000831 Est.Cost: $200,000.00 Fee Charged: $1,405.00 Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Expires Use Group: ` Paul Cassell Lot Size(sq. ft.): . Owner: Paul Cassell Zoning: Units Gained: Applicant: Paul Cassell Units Lost AT: 31 CEDARCREST AVENUE Dig Safe#: ISSUED ON. 06-Nov-2007 AMENDED ON: EXPIRES ON: 06-May-2008 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOME jhb POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: // t Service: Meter: r 611 Footings: �% Rough::,m L c�j � Rough: a ����+ Q Rough: �`���1 �y�/ Faunda[' '�^— Final:6////0)00 Final Finaliole /' HCl :;r- Rang Fra e: 6 31 W. b b 4L Firepl Chimney: D.P.W. Fi Health ��3/Dp Insulation• Meter: Oil: jJ � House# Smoke: —t/c�✓�_- Final: V /!q /® Water: Alarm: iC-I/ 6 Treasury: Sewer. Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signatu t h �rT. a Fee Type: Receipt No: Date Paid: v Checlf gwoOF �.w 06-Nov-07 3930 $1,405.00 AFARW; An Inspection IS REQUIRED upon eompidan of work, please call (� (a 785.8585 Ext. 385 Q?1 �Qr �'I i of . �0 Gf'q .Ipy GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. �.�ONI�iT a 4. YSDYE AG CITY OF SALEM BUILDING PERMIT CITY OF SALEM ROUTING SLIP NEW CONSTRUCTION - CERMCATE OF OCCUPANCY _J LOCATION: I CL�R�K�IeS"1 _ DATE C t a S aC�07 APPLICANT: ASSESSORS ] �- FRANK KU UK DATE: (93 W"ngton Street)CITY CLERK 1a CHERYLYL LAPO *� � DATE: /�� a (93 Washingttm Street) PUBLICE SERVICES- � DATE: �b LG 6l (I")Washington Street)4° oor WATER Cl o��o 7 AU ATE: DOTTIE THIBODE (120 Washington Street)4°F100r CROSS CONNECT SUPER f 1 0� BRIAN THHIODEAU •�� Cl J (S Jefferson Avenue) PLANNING 7 - - DATE: (I2tr Washington Street)Yd AFFloor n 1..A2NCON TIO N CO 11K-TA S N I ATE: ee120WashingtonStr ) 3~ oor ld d /J ELECTRICAL JOHN GIARDI ✓ DATE: (48 Lafayette Str FIRE PREVENTION ERIN GRIFFIN DATE: (29 Fort Avenue) HEALTH JOANNE SCOTT DATE: (120 Washington Str Floor BUILDING THOMAS ST.PIERRE DATE: l6 30 0 (120 Washington Street) 3 CrrY of SALEm PUBLIC PROPRERTY DEPART.AENT ...vim a at.'b►a'�♦ >L►►.s l'l'r.�e�1::J►►i 7taT 0 Ut:M.1LW►ww.t►'Is::9�: rit:W'►falrt9M •f•�e 97iJ�6lW Construction Debris Disposaf Attidsvit (reyuiml loot all dono4tion and tonovaioo work) I&=Wdancs with the sixdt edition d dw Stets Building Cods.7SO CUR saadao 111.! Debris,and dw provisions a(N(GL a A S A 9uildiss rwmk* _ _ is iswted with dw oud doe drat the doWs resulting fto this wall shill bs disposed of in a pevperiy licensed waste disposal Ata lity as dented by MGL e The debris will be transported by: _.— Igars�athortM rhodcbris will be disposed of in : A �Lryl- LeA4 . ._ ..{6r CITY OF SALEM PUBLIC PROPRERTY DEPARTMENT :.rvtnratEr uttnt:uu Nvroa 12C VlAsr&%GWbtStntaar a SALE*bL%9 nan.xt•t'Is01970 Tel:9M?43.95" a FAX:9M7e0.99e6 Workers' Compentatfon Insurance Affidavit. Builders/Contrmctors/Electridamsn%mbers .a 11 InformationPrintease L eililbty dame tBuaincast *&miradorvincbvtdtsan: "U L CA L� City/StamiZip: intone A: :zzf- &S 1- `S 31q Are you as employer?Check the appropriate bolt •hw of project(required): 1.0 1 am a employ"with 4. 0 1 am a general contractor and I oY94%(full and/or part-time).• have hired the sub-contractors 6 ew c°nxtruetiau 212101111 am a sole proprietor or partner- listed on the attached sheet t 7. 0 Remodeling ship and have no employee; Them wb wnnacwra have V. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. 0 Building addition f No workers,camp. insurance S. 0 We are a corporation and its required.) officers have exercised their 11 10.❑Electrical repairs or additions 3.0 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. (No workers'comp. C. 152,§1(4),and we have no 12.0 Ruof rt:pain insurance requited.) t employees.[NO workers' 13.❑Other comp, inwrance mqu red.] •A,y Whcaut ttr cheeks box el map also fie pea tM accuse twlow Ygwina rtwir We kas'cumppWti"putiry iosumyiop, '11 um,n,wrrra who submit Mir amdevii indkadns dwy ao dotaa all work and thw him outride eommCk"sett&Ubmit a mw amdavk indiatina such. - 'Caatm*m Mai cbmk nut bon mot aeaehad as adMtlaael AM%Mwiry Me name of an oubcganaam sad their wurkarn'entrap.policy wflannaaua /am an employer that&providing workers'rompenraden huarance for my employees. Below is the policy and fob site iaformarian, Insurance Company Name: Policy#or Self-ins. Lie.M: __. _._ Expiration Date: Job Site Address: CityistakuZip: .%track a copy of the workers'compensation pulley declaration page(showing the policy number and expiration date). Failure W secure coverage as required under Swion 25A ol')AGL c. 152 can lead to the imposition of criminal penalties of P,nc up up S 1.500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine -if up to 5250.00 a day against the violator. Ile advised that a copy of this statement may be forwa rded to the Inv.,h�•auurts of th• � . Y Office of � DIA .or insucance awcra a verification. a I do hereby certify rder than s od oe f perlorry that/he iafornaaka provided bow i true mad correct I) Q O/fieiaf ass dm4t /b sot write IN this ores,to bs eampletesfby clop or to=Plumbing City or'rown: PermillLicen ksuing Authurily(circle one):1. hoard of liealth 2. Building Department J. City/fowa Cterk 4. E6. Other Cuatact Person: Pho Information and Instructions 11assachusetta General Laws chapter l52 requires all employers sttop%viservice of another��any pensation for their contract of hire. pursuant to this statute,an eorpfoyee is defined as"...every Pe e%ptess or implied,oral or written." e"plamociaaoa,conposatton or other legal entity.or any two or Mom ° dew r"an indivridaa4 P the le r rssentatives of a deceased employer•or the of the foregoing engaged in a joint enterprise.and including gal eP employees. However the uaoc anion or other legal enaitlr,c Min. receiver or tnttaes of as individnal.pataetahtp,' and who resides therein.ar the oetiipattt of the owner of a dwelliall hotss having not mate then throe apsraheots such house dwelling house of another who employs Peraoat to do,.aintemse fc, cuosavcdon or repa�wor to be aneemployer." or on the grounds or building appurtenant thereto shad not because of such eroployment AtGL chapter 132,4�(6)also ststes that"wary state or local ueessfng agency shad withhold the Issuance or too rate a business or to construct buildings In the carousenwesW for any rcaevvel of a e bent or per ilt aced acceptable evidasee of comptlasm with the hssurset"coverage required" akd ii ioaa jy. G set prod _ Additiomlly.MGL chapter 15p forma )amaw ofp"blic w r the nil acceptable evidence of any of compliance pliance w tical �nsuraneal enter into any cam= for the have been pre of public wont trait accept h requirements of this chapter have been presented to the convecting authority.. Appdeanta Please 1111 out the workers' compensation affidavit completely.by checking the boxes that apply to yrfirour situation and if of necessary,supply s ib'e°°vutor(s)nan*s).addreaalas)and phone nwmber(s)along with their a mploate(s)other insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees otber than the. members or partners.are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required Be advised that the affidavit may be submitted to the uAdaau Department of Industrial Accidents for con irmatiott of insurance coverage' Also be sure to sign and dale the tltldavfL The affidavit should be returned to the city or town that the application for the permit at license is being requested. not the pepttrtasent of lndustrial Accidents. Should you have any questions regarding the law or if you am required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the time. City or Town OfAelab please he sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom_ of the affidavit for you to fill out in the event die Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,as applicant that must submit multiple Perm applications to any given year,need only submit one affidavit indicating current "Job Site Address"the applicant should write"ill locations in (city or policy information(if necessary)and under town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be fitted out each year. Where a home owner or citimn is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bunt leaves ate.)said person is NOT required to complete this affidavit. I he Ou iicc of Investigations would like to thank you in advance for your cooperation and should you have any questions, picuse du not hesitate to give us•a c211. The Department's address,telephone and fax number. The Commonwealth of Massachusetts Department of Industrial Accidents OA[a of In"liltpdens 6N washin8tan Street BOOM MA 02111 Tel. #617-7274900 ext 406 or 1-877-MASSAFE Fax M 617-727-7749 [tovised i-36-OS tywwr-n1aSa.$oV/din. Bf31�$E" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 BC tALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, October 24, 2007 13:28 Build 141 Job Name: 1587_3 File Name: 15873 FB01 Address: Specifier. Jason Aselin City, State, Zip: Salem, Me Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: 1 16-00-00 BO,3-1/2" LL 3360 lbs B1,3-1/2" DL 1484 Ibs LL 3360 Ibs DL 1484 Ibs Total Horizontal Product Length=16-00-00 Load Summar y Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 Trib 1 attic floor Unf. Area Left 00-00-00 16-00-00 30 psf 12 psf 14-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 18283 ft-Ibs 57.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 4068 Ibs 34.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U344 0.542" 69.8% 1 1 output as evidence of suitability for ( ) o articular application.Output here Live Load Defl. L/496 (0:376") 96.8/0 1 1 P PP fi based Max Defl. 0.542" 54.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing SuppoftS Dlm.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4844 Ibs 54.5% 52.7% Spruce Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4844 Ibs 54.5% 52.7% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMERS,AJST", Cautions ALLJOISTO,BC RIM BOARD-,BCIS, Member is not full SU Orted at ost B0. A connector is re Uired at this bearin BOISE GLULAMT" SIMPLE FRAMING Y pP P q g. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSASTRAND-,VERSA-STUD are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified(L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �► b d a • T• • c e 0 0 0 4 — a a minimum=2" c= 7-7/8" b minimum = 3" d = 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails BOISE- Triple 1-3/4" x 11-7/8" VERSA-LAM(g) 2.0 3100 SP Floor Beam\F1302 BC CALC®9.2 Design Report- US 1 span No cantilevers 0/12 slope Wednesday, October 24, 2007 13:28 Build 141 File Name: 1587 3 Job Name: 1587_3 Description: FB02 Address: Specifier: Jason Aselin City State, Zip:Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: 16-00-00 BO,5-112" B1,5-1/2' LL 3360 lbs LL 3360 Ibs DL 1484 Ibs DL 1484 Ibs Total Horizontal Product Length= 16-00-00 Load Summary Live Dead Snow Wind Roof Live _Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 upper floor load Unf. Area Left 00-00-00 16-00-00 30 psf 12 psf 14-00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 17507 ft-Ibs 54.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 3968 Ibs 33.5% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U367 (0.497") 65.4% 1 1 output as evidence of suitability for Live Load Defl. U529 (0.345") 90.7% 1 1 particular application.Output here based 1 1 on building code-accepted design Max Dell. 0.497" 49.7/o properties and analysis methods. Span/Depth 15.4 Na 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 BO Post 5-1/2"x 5-1/4" 4844 Ibs 23.1% 22.4% Spruce-Pine-Fir ask questions,please call (8 B1 Post 5-1/2"x 5-1/4" 4844 Ibs 23.1% 22.4% Spruce-Pine-Fir 00)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Cautions ALUOISTS,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing Bt analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, VERSA-STRAND-,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (U240)Total load deflection criteria. L.L.C. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �b d a o � o C •. i • e o 0 0 a minimum =2" c= 7-7/8" b minimum = 3" d= 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 SOME" Triple 1-3/4" x 20" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, October 24, 2007 13:40 Build 141 Job Name: 1587_3 File Name: 15873 FB03 Address: Specifier: Jason Aselin City State, Zip:Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: 1 29-00-00 BO,3-1/2" - B1,3-1/2" LL 4680 Ibs LL 4680 Ibs DL 2256 Ibs DL 2256 Ibs Total Horizontal Product Length=26-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. start End 100% 90% 115°h 133% 125% Trib. 1 upper floor load Unf. Area Left 00-00-00 26-00-00 30 psf 12 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location - Disclosure Pos. Moment 43508 ft-Ibs 50.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 5891 Ibs 29.5% 100% 1 1 - Left be verged by anyone who would rely on Total Load Defl. U420(0.73") 57.2% 1 1 output as evidence of suitability for Live Load Defl. U622 (0.492") 77.1% 1 1 particular application.Output here based " on building code-accepted design Max Defl. 0.73" 73.0/o 1 1 properties and analysis methods. Span/Depth 15.3 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 Post 3-1/2"x 3-1/2" 6936 Ibs 78.1% 75.5% Spruce-Pine-Fir (8 ask questions,please call B1 Post 3-1/2"x 3-1/2" 6936 Ibs 78.1% 75.5% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions - ALUOIST®,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Member is not fully supported at post BO. A connector Is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1.. A connector is required at this bearing. VERSA-STRAND-,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood 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 load deflection criteria. Connection Diagram b d a o c o e a minimum= 2" c= 5-3/8" b minimum = 3" d = 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 r AIM' Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\RB01 BC CALC®9.2 Design Report- US 1 span I No cantilevers 1 0/12 slope Wednesday, October 24, 2007 13:28 Build 141 File Name: 1587 3 Job Name: 1587_3 Description: RB01 Address: Specifier: Jason Aselin City, State, Zip: Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: �o 1z z 09-06-00 80,3-1/2" LL 998 Ib LL 998bs s 81, DL 1461 Ibs lbs SL 1995 lbs - DL 1461 Ibs SL 1995 Ibs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref.. Start End 100% 90% 115% 133% 125% Trib 1 roof load Unf.Area Left 00-00-00 09-06-00 15 psf 30 psf 14-00-00 2 attic floor load Unf. Area Left 00-00-00 09-06-00 30 psf 12 psf _ 07-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 9582 ft-Ibs 41.9% 115% 2 1 - internal Completeness and accuracy of input must End Shear 3458 Ibs 32.6% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U533 (0.204") 33.8% 2 1 output as evidence of suitability for Live Load Defl. 1_/793(0.137") 30.3% 2 1 particular application.Output here based Max Defl. 0.204" 27.1% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 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 BO Post 3-1/2"x 3-1/2" 4454 Ibs 50.1% 48.5% Spruce-Pine-Fir or ask questions,please call r, u B1 Post 3-1/2"x 3-1/2" 4454 Ibs 50.1 k 48.5/o Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Cautions ALLJOIST®, BC RIM BOARD-,BCI®, SIMPLE FRAMING 8OISE GLULAM^^ Member is not fully supported at post B0. A connector is required at this bearing. SYSTEMS,VERSA-LAM®,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND"",VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise 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(0.75") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram b d • • • o � o c iso 0 0 a minimum=2" c= 5-1/4" b minimum= 3" d = 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. connectors are: 16d Sinker Nails age 1 oT l ROMM, Triple 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\RB02 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, October 24, 2007 13:34 Build 141 File Name: 15873 Job Name: 1587_3 Description: RB02 Address: Specifier: Jason Aselin City, State, Zip: Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: 122 3 v 2 a 1 - 09-06-00 BO,3-1/2" - B1,3-1/2" LL 1995 lbs - LL 1995 lbs DL 2193 lbs DL 2193 lbs SL 1995 lbs SL 1995 lbs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 roof load Unf. Area Left 00-00-00 09-06-00 20 psf 30 psf 14-00-00 2 attic load Unf.Area Left 00-00-00 09-06-00 30 psf 12 psf 07-00-00 3 upper floor load Unf.Area Left 00-00-00 09-06-00 30 psf 12 psf 07-00-00 Controls Summary Value %Allowable Duration Load case Span Location Disclosure Pos. Moment 13302 ft-lbs 58.1% 115% 2 1 - internal Completeness and accuracy of input must End Shear 4800 lbs 45.2% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U384 (0.283") 46.9% 2 1 output as evidence of suitability for Live Load Defl. U595 (0.182") 40.3% 2 1 particular application.Output here based Max Defl. 0.283" 37.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dam.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6183 lbs 69.6% 67.3% Spruce-Pine-Fir ask questions,please call (e B1 Post 3-1/2"x 3-1/2" 6183 lbs 69.6% 67.3% Spruce-Pine-Fir oo)232-o7aa before installation. BC CALC®,BC FRAMERS,AJS-, ALUOIST®,.BC RIM BOARD- BCI®, Cautions BOISE GLULAM"" SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND^^,VERSA-STUD®are Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(0.75") Maximum load deflection criteria. Member Slope= 0, consider drainage. Page 1 of 2 Triple 1-3/4" x 9-1/4" VERSA-LAM(g) 2.0 3100 SP Roof Beam\RB02 BC CALC®9:2 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, October 24, 2007 13:34 Build 141 File Name: 1587 3 Job Name: 1587_3 Description: RB02 Address: Specifier: Jason Aselin City, State, Zip: Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: Connection Diagram -Ib d a o � o c e o 0 0 a minimum = 2" c= 5-1/4" b minimum = 3" d = 12" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails SOLSE" Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 BC CALCO 9.2 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, October 24, 2007 13:39 Build 141 File Name: 15873 Job Name: 1587_3 Description: RB03 Address: Specifier. Jason Aselin City, State, Zip:Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: 12 12 3 2 1 12-00-00 BO.3-1/2" B1,3-1/2" LL 2520 lbs LL 2520 Ibs DL 2373 Ibs DL 2373 Ibs SL 2520 Ibs SL 2520 Ibs Total Horizontal Product Length=12-OMO Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% THb. 1 roof load Unf.Area Left 00-00-00 12-00-00 15 psf 30 psf 14-00-00 2 attic floor load Unf.Area Left 00-00-00 12-00-00 30 psf 12 psf 07-00-00 3 upper floor load Unf. Area Left 00-00-00 12-00-00 30 psf 12 psf 07-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 20573 ft-Ibs 56.1% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 5830 Ibs 42.8% 115% 2 1 - Left be verified by anyone who would rely on Total Load Dell. U411 (0.337") 43.8% 2 1 output as evidence of suitability for Live Load Defl. U605 (0.229") 39.7% 2 1 particular application.Output here based Max Defl. 0.337" 44.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 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 BO Post 3-1/2"x 3-1/2" 7413 Ibs 83.5% 80.7% Spruce-Pine-Fir or ask questions,please call B1 Post 3-1/2"x 3-1/2" 7413 Ibs 83.5% 80.7% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-", Cautions ALLJOISTS,BC RIM BOARD-" BCI®, ""BOISE GLULAM SIMPLE FRAMING Member is not fully supported at post BO. A Connector Is required at this bearing. SYSTEM®,VERSA-LAMS,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDTM ,VERSA-STUDS are Column at Bearing Bt analyzed for bearing only, column analysis has not been performed. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum (U180) Total load deflection criteria. Design meets Code minimum (L1240) Live load deflection criteria. Design meets arbitrary(0.75") Maximum load deflection criteria. Member Slope=0, consider drainage. Page 1 of 2 POSE- Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 BC CALCO 9,2 Design Report- US 1 span No cantilevers 1 0/12 slope Wednesday, October 24, 2007 13:39 Build 141 File Name: 1587_3 Job Name: 1587_3 Description: R1303 Address: Specifier: Jason Aselin City, State, Zip:Salem, Ma Designer: JAD Design Group Inc. Customer: Cassell Construction Company: Code reports: ESR-1040 Misc: Connection Diagram b d a • • • o o c e o 0 0 a minimum =2" c= 7-7/8" b minimum = 3" d = 12" e minimum =3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails OF P PR OPERTY FARTME►�1'T raevAnumaumsnow#sr r,kMA&4oam=ote» TI:m7aees,e•r uM746 " AlPI1CATi IN FOR THE REPAIR. R wd%ly A IA1�L !'n_NarQir[rrrnrr_ DENWLMOM6QRQE1ANGZQFUSZQRQGCM SIRUCnJRZQMBI 1.e SITE INFORMATION Locatioe Nam — A v _ ex,ildr,a -- .. 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