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HomeMy WebLinkAbout0032 LINDEN AVENUE -n, V Lod - M 4 a b The Town of Barnstable �4 r7q � Regulatory.Services Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601. Office: 508-790-6227 Fax: 508-790-6230 Home Occupation Registration Date: Name: S � �Gl/Y1/ �- Phone#: 56 7-) 0 I'll f Address: 2 S"� G( GZ 0� �en'G�e Village: 1. �/ (lC rV/ /<f !�7 Name of Business: G r-lt Type of Business: b r° �Y w�J ZMap/Lot: ;309 010 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings, subject to the provisions of Section 4-1.4 of the Zoning ordinance, provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor; no visual alteration to the premises which would suggest anything other than a residential use; no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector, a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors, electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation, and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. No sign shall be displayed indicating the Customary Home Occupation. 4 • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be-employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. . Applicant: L Date: r / U , Homeoc.doc AIM 208-22 AIM 208-19 LOT 2 AIM 208-16 , IT APPEARS THE SEPTIC TANK COULD BE 700 i CLOSE 7V THE ADD 1 O O O O O , O Z O �1 O SEPTIC SYSTEM N LOT 3 C �-. DRAW FROM O AIM 208-13 O _ INSPECTION CARD O O � N o HALF A. LOT 1 FOUNDATION 5 AIM 208-17 39 12 FULL 11'° — FOUNDATION BULK. FOUNDATION ` OQ 222.%::.::::::;� C......................9•�.. LOT 4A N- b AIM 208-15 N:ee:le5 N 12 5 p00 566�08 Y FLOOD ZONE "C" FOUNDATION CERTIFICATION RES ZONE. "RD-r" TOWN.' CENTER VILLE SCALE- I 30' PL REF zo-tas, zI-im ELEV N/A SETBACKS- 30'-10'-10' ' I CERTIFY THAT THE ABOVE ► A YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON S`�w aF E MASS P. 0. BOX 265 THE GROUND AS SHOWN, AND ;�p� UNIT 1, 40B INDUSTRY ROAD IT'S POSITION DOES � o STEPHEN con CONFORM TO THE ZONING LAW KYLE MARSTONS MILLS, MASS. 02648 SETBACK REQUIREMENTS OF • �#37� TEL• 428-0055 o�. ti NSTABLE : ND s� `�y��• FAX 420-5553 --- — -- —�"-o%:(0 1� ...• JOB STEPHEN J. DO YLE,, R.P.L.S. DA TF 03—01—95 NUMBER 53487FND TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parc I lr7 Permit# 9TI 31 Health Division ' ���j���� Date Issued l Conservation Divisions 1 Application Fee r Uv Tax Collector Permit Fee Treasurer - i z`PTfC SYSTEM Planning Dept. '�' • �#OF BEDROOMS Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address U �Jl)L 0y E 11 C�C-L Village �M 1e-`Z.i3\L.L�:, Owner JI �-Mftgj CM A fGM)� Address �� LI h� �V� �1L-)NI (LL Telephone b-3 ' H 03' 10q Permit Request—L ami m wi • lC LT��►I- •� /FTTin,� rco0yy I '- `� � °.1-L��J �L�(V1(9u�Vh-,a.D-t::-�- t�-Vlh�' �Y1�►1'+...�Cr I�-IT�,Z�(9'`IL) Square feet: 1 st floor: existing 100r proposed 2nd floor: existing / proposed Total new ZoningFlood Plain District D � �_Groundwater Overlay Project Valuation 108N-000 Construction Typet ; Lot Size l 5 T3 1 S .r Grandfathered: ❑Yes /No If yes,attach supporting docurtientation. Dwelling Type: Single Family 01 Two Family ❑ Multi,-Family(#units) x Age of Existing Structure 0 ON ICS NICS Historic House: ❑Yes C/N0 On Old King's ighway: Yesn C No Basement T e: Full Crawl ❑Walkout ❑Other I Yp Q Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 1 Half: existing — new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing _new�_ First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Ot er Central Air: f Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size, Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:Cl existing Onew sizeg Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 4No If yes,site plan review# Current Use uz W­,& ,, � Proposed Use �-AM,*_ rr BUILDER INFORMATION Name "DMi[; Co elephone Number 5D Address Po 60 lsS License# "_ ' . (\()A- 02-L4H Home Improvement Contractor# / � / IN �+ Worker's Compensation# G--66a•12 4b •_66 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE s FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. r t ADDRESS VILLAGE _ OWNER DATE OF INSPECTION: FOUNDATION I"\� Z_2 3- 6-2�5�z S 1� D t� ,U FRAME C� , • �'a,v � a-�-t =,Z �`•a �- __--_ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: - ROUGH FINAL } FINAL BUILDING Cp����� ,� ✓tr,, DATE'CLOSED OUT r. , t ASSOCIATION PLAN NO. t r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE ®�. square feet x$96/sq.foot= � T r x. plus from below(if applicable) r/ ALTERATIONS/RENOVATIONS OF EXISTING SPACE ' ` jr �square feet x$64/sq.foot= �l x,QW4= plus from below(if applicable) GARAGES(attached&detached) 0 27 �oo�i c (5-)I square feet x$32/sq.ft._ x ACCESSORY STRUCTURE>120 sq.ft. 1`14A >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= �� (n er) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost - b �y"hxv 2 F. S j. FRO,1�,t C '... C: 4 rtrt Via` �,' S w .�-•l �' fx 74 ..:.F w, ..� ._ ARA J PORTER, ARCHITECT PHONEY 508 362,6469 a f Oct.. 22 2004 06:12PM P2 Sep 1`6-04 0825 Thomas N�lsor► 508 428 4971 p,p2 7�DS..Ll.7. h(m-ida ma e pmn ipe}ta 8sdczte+for�ob..sad Tw;4-16 7�Rdd.e:tal l5wi Of �ls:+d Fsdt Fosb MAXIMUM Ft � MIZfLMVIy( Mudng Glazing. «t"ditss� Wa11 FTaor'wF :Ra+dea� SS+>s EiasayC.osuai (-V) U-n7uar R-viluc?> A•v:aua' R.raLa Rlatl . F�ea� P a •3TD I to 6,500 K { J'xi�Dam 'i •,aJ Q 12•.'. DSC 3� ?{ornal 19 S (2% . OJD L9 10 : 6 31 V'. •� ISY. -• 1 0.66 1= IB r � 19 10 6 r � v 1S'� 0,44 is = WA ?NA a ls'K an 7a tf 10 t0 6 EzAA IEY. 03Z 35 13 u WA wA Nanrsl au 3: waWAli•/. Q.4T 3>s 13 t3 10 lOAFt18 I 1. A.DDRBS5 OF PROFERTY: ��; � 2. SQrJA.0 FOOTAGE OF ALL EXTERIOR WALLS: a� "- 3 FOOTAGE OF ALL 01-k=G' SQUARE:. ' 4, %GIAZINO ARzA(#3 Dr-/M='BY*M' PACKAGE AA-see Chart sbcve;:` �? - (Q— , NOTc: onmp,MORE INVOLVED METHODS OF DEIEFamRNG Fl`tc-.GY`LEQUIREb1E:�,'iS ARE AVAL-AM .E.- AM Us FaRTHIS L.lraFjvLkTION, L�4SFECTGRApPRCYAL: YES. NO: 4.famu4950303a ellivrv / �` ;� ; • `rh 'Carii�nanf►'ealth of Mas§d chusetts ' • — --- ,D parhnent of Industrial �ceidents' . 600'Washington Street _ • Boston;mass..b211 , =� Workers'.Com ensation.Insurance Affidavit-General Businesses / �� � •, � .•.• :c�yr,• :.Ti•�rt•t+t6;N — �� ,� i .rsd F '�' •'� r' �,"' t ' '•���'� stale, r•- ���� ocatiott foil ad&ass �- e. []Retell❑RestaurantBairlEatfng Fstablishm�et work site 1 roprietor and have no one �� '� price[�Sales('including Rtal.Uale,Autos c.)' ��.a sole p ' ' oiJ' •t.• . . vrorking in any capacity Ober em to er with• etn to ees full&' art time: . on this'ob.. . r �% %%%•�/%%%%////%//%�/%/%%%%/%%//� /�/ / ensation for my employees wor t f r�'tt ��t•kern'comp •j;°g•nti •j,:,'. •••' ' t .,•,,,,,�..'' .,• i• },•�C}�11�yeI'pr�val -g ;, .r.. •tit"�`3 1 •' •., .. �� ,•..�.,r�. 'r r • ,,,• -�' , :{'� •' • '•' • ,' ,.,1. i.•.tr.•}.�•:.t�{rT'i,l.:'t'.,Eli !•1:;:; ?i��,'tri+ I��. ,t •,�'•r. f(,t; tLYtt•ti, ,. t ", 1, ...•,�•'i' r. •(rt•�,';l !;:r v. 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'} 'h 1;'i•',�:i:,f':;d D to s•1s00.00 am Or . ;�,�•"'.•,•. .� .. osirion of crimfnatpanaYries of a fin up Failure to secure coverage as required under Section 23A of MGL 152 can lead to the 1>Y►p ent ea well as cttdlpenalHes in the folm of a 6TOP WOPX MDF,R and a fino of�100.0U a'day against sue, I understand t x oite years'imprison de to the Office,fjnVL;tigation3 of theDTAfor coverageyerificatlon. copy of this Statement ma be forplar ' n t airs nd penalties bf p erJury that the Worm anon provided above is true a 5 , aov r do hereby certi Date hone#.� — 1Triut name do not write in this area to be completed by city or town OMcW [IBnilding Department i ofriCWWeonly Permftliicense# QLicensing Board c}ty or town! ❑Selectmen's OMCC �]HealthDepa7 tmen� , [}cheekif itnmaainte response is required '[Other___-_.__ phone.#; contaet person: ' . Xnforxriatian and Xiastructions• , r C; al Laws chapter 152 section 25 requires all employers to pr'ovic�c workers' compens-tioi>far their. Wssaab isett$ eft . ' loyees; ,As quotea-from the f`101., an employee is.defined as every person xn the service b another under any contract emp • Xi, d; bral or written. of hire;express or ixr e divi �artnership r, association, coP oration or other legal entity, or any fwo or mare of An employer is defined as an indual,p the foregoing�gaged•in djoint mferprise,and including the legal representatives of a deceased,mTloyer, or the-receiver or artaershi association or other legal entity, employing employees. 'However•the owner of a trustee of an uadividual,P • px occu ant bf the:dwe ' house bf house having•,noftaore than three apartments•and-who resides therein, or the•, P dwelling ers bris.1 do main•{;.ance, construction or repair work on such dwelling fiou a cjr on the grounds or another wlro,emplo3'S.P t t thereto shall not because of such:employment.be deerimed tobe ari employer, 'building.9ppurtenan •.. •; . . , MGD chapter 152 sectibn 25 also'states f6at'every state or lacal licensing•ageney sha3l withhold they spupanco dr renewal Of a license or p erJnit to operate a business or to construct buildings in tbe.conlmonweaIth for an a licanfi who has hbr not pxoducedlacceptabl fit ipolitical o tical ub�si�with enter info any coiatractgfor th performanAadice ofpyublic work unto of its coix>m�x'ealthnor.anYi P , acceptable evidence of compliance with"the insurance rbquirernents of this chapter have-been presented to the contracting J • 1 • authority: . y A:pglieants •• •, t a lies to our situation., Please • Please fr �e worke1'sv coupensa'Eim a€ddavit completely,by checking the box&a •pp ... ,, y supply company risazne, address and phone numbers along with a certificate of insurance as all affidavits maybe submitted to the pepar-trnerit of Jndustrial Accidents-for confirmation of insurance coverage. Also-be sure to sign and date the afl`idavit. The affidavit should be retumea to the city or town that the application for the permit or license is being not the pepartment 6�lndustrial Xccideuts. Should you have any questions regardzn&the'"Iavt�'or if'you ai e requested, a•y�orkersr•compensationpQlicy,please call theDepartnient at the niunber listed;below. , required to obtain • , „ , , 00001/01/ City or TMUS • , d rioted legibly. The Departs=t has provided a space at fhd bottom of the Pleasebe sure that the affidavit is ebmplete an p 8� Y• a fficlavit for you to fin out in'the event the Office of Investigations has to contact you xegardibg the a�plieant PJ ease M-- •il pmn itA icense nilmber which wM be used as a reference number. The•affidati';ts rnaY•be xeturnedtq be;sure to in e ,• , .•. . or F AX unless othez'azrang ements havebemmade, ` the DepartmentbY: • . • . :. ' ••. . . , vestig ations would like to thank you.in advance for you cooperation and sboula you have any questions, Office of In The •, .. . .. • , Please do nathesltate to give us a,ca.. The Depal{ment's address,telephone and fax number; . ' • Massac husetts - onwealth Of 1lxass • Camm The • 7J e P artment.of Industrial Accidents . . ice�t�rSlesens . 600 Washington Street Boston,MR. 02111 fag#: (617)7z7-7749 Tovc of Barnstable ,� o� Regulatory Services • i Thomas P'.Geller,Director sax�ss sze8tn,$ . Building Division 4''°rFo�,►•�k Tom Perry,Building Commissioner . 200 Main Streets Hyannis,MA 02601 , . gal: 508-790-6230 Office: 50S-S62-4.038 ' permit no. . pate AF�IDAviT ICOla ngRO'YEMENT CONTRACTOR LAW SUpply,jaNT TO PERMIT APPLICATION the'Yeconstmc,tion,alterations,renovation,repair,modernization,conversion, 1vtGL c.142A requires that or construc nt,removal, tion of an addition to any pre-existing owner-occupied ymprovemeal,demolition, containing at least one but not more than with ecertain exceptions,alo g other ng units or to srtureswhich are,4 8-cent o bu��g be done by registered ontractozs such residence or building requirernmts, (,g' D00 , Estim4ted cost e of Work:_R.•�-�,.-:�n� Type es c 1 d.. Dc Address of Work: Cc Date of Application: Y hereby certify that: ' Registration is not required for the following reason(*, , []Work excluded by law ' ' (]lob Under$I,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OR DEALING WITH UNnGISTERED OWNERS PULLING THEIR OWN 1?ERMIT CTORS FOR APPLICABLE ROME IlYLPRO ANT YM DER 1 GL c.142A, ILM CONT I:TRATION PRO GRAM OR G Acc>{ss To THE ARB ' SIGNED UNDUUENALTIES OF PERTCTRY ' I hereby apply for permit as the agent of the owner: a�,�tl� Gontaactor NameNo. Del OR r- °F11HE T° Town of Barnstable Regulatory Services snxxSTABM Thomas F.Geiler,Director 9 MASS. q,A a639. p.� Building Division lfD MPy Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us i Fax: 508-790-6230 Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using A Builder Owner of the subject as Own J Property hereby authorize j fe- r 1.1, ao act on my behalf, in all matters relative to work authorized by this building permit application for: eA (Address of Job) Ifs Sign e of Owner a e Print Name Q:FORMS:OW1,MUERMISS10N s rz vatga� } W � i q i f tc iir v h �59 'a. tppI' n '1 �'K 1 S « t �'Ind+' ( K-n.t •+ - - It . i ''i �� - '.•. - � + 4 1 '4;''^ ` a tot •`'' .4 ' I i v C p 7�IOG� e� A.., BOARD30F B ILDING REGULATIONS 1. J-V W r l:Icenset�CONSTRUCTI0 SUPERVISOR f W ft ibef 3 645416 J' BI at �I0� 1965 ' 0�107A&6 Tr.no: 2867.0 i R� �� t Irdt '` �� MICI-fAf=LET FIT�A" RIC �, PO BOXA54 �ti\• � "%` FORESTDALE"MA : t loner r C�O�r9UI)w42Url3IZU/l, D/-.%7,CL(1Jli-cl7tlOP,�d -E _ { 4try\ i Board of Building Regulations and Standards t HOME IMPROVEMENT CONTRACTOR ! - i Registration: 129598 - - - Sxpir'ation: 10/1/2005 t •.. Type: Private Corporation s` Fitzpatrick Home Building Co. Inc. { Michael. Fitzpatrick: I 8 Jan Selestion Dr...,. 5 $ Sandwrch,'m 02536 Administrator ti ,J The Town of Barnstable 9 BARMASS. , MASS. o` Department of Health Safety and Environmental Services 0 t639• �e prFO MAC A _ Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice e r Type of Inspection Location 3 2. L, rt 1(-,A Permit Number Owner Builder C;' v- i C- �? u - One notice to remain on job site,one notice on file in Building Department. The following items need correcting: � � c-c U L . P g-c 1 n z' 4 R cA 4`C c r u f' r cG Q l r c Q C 5 1��c .�yC,r I ✓1 L (9 Lcc.c-, o U \ cCl IC r �r- Please call: 508-862-403$for re-inspection: Inspected by 0 C--L.�--" Date f BOISE- BC CALC®2003 DESIGN REPORT - US Thursday,September 22,2005 14:52 Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: BC CALC Project: F1301 Job Name: Heath Residence Description: new beam supporting new family rm floor Address: 32 Linden Ave Specifier: City,State,Zip:Centerville, Ma Designer: Bill Campebell Customer: Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 11,0 psf Tributary 04-00-00 BO B1 1280 Ibs LL 1280 Ibs LL 414 Ibs DL 414 Ibs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 04-00-00 100% Member Type: Floor Beam Dead 10 psf 04-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 6774 ft-Ibs 31.8% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 04-00-00 End Shear 1484 Ibs 18.5% 100% 2 1 -Left Total Load Defl. U601 (0.32") 39.9% 2 1 Live Load Defl. U795(0.242") 45.3% 2 1 Live Load: 40 psf Max Defl. 0.32" 32.0% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2„ d with the current Installation Guide b=3„ b and the applicable building codes. c=4„ a To obtain an Installation Guide or if d=12" j • • • you have any questions, please call(800)232-0788 before beginning T product installation. C BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM BC OSB RIM • _ • i\ BOARD TM^, BOISE GLULAMT"' VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUDS,ALLJOISTO and AJST1 are trademarks of Boise Cascade Corporation. Page 1 of 1 Sep 12 05 05:55p Paul W. Swanson, P.E. 500-520-1334 p. 2 ® BC CALCO 9 DESIGN REPORT-US Monday,September 12,200517:23 Double 13/4"x 11718"VERSA4-AMO 3100 SP File Name: BC 1757:Beam 10 Job Name: Custom Addition Description: Address: 32 Linden Road ..,Specifier., City,State,Zip:Centerville,MA Designer: Paul W.Swanson,P.E. Customer Filzpatrick Home Building. Company:. Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 �o 12 Fa 8o B1 DL 1552 lbs DL 15521bs SL 2450 lbs SL 2450 lbs Total of Horizontal Design Spans=..14-0D-00 General Data Load Summary Version:. US Imperial ID Description Load Type Ref. . .Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left DO-00-W 14-00-00 Snow 25 psi 14-00-00 115% Member Type: Roof Beam Dead 15 psf 14-00-00 9^ Number of Spans: 1 Left-Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 14006 ft-Ibs 57.2% 115% 3 1-Internal Slope: End Shear 3394 ibs 36.7% 115% 3 1-Left Total Load Defl. U332(0.506") 54.2% 3 1 Live Load Defl. U542(0.31') 44.2% 3 1 Max Defl. 0.5w, SD.6% 3 1 Disclosure Span/Depth 14.1 file 1 The completeness and accuracy of the input must be verified by anyone Rom who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. ~ evidence of suitability for a Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Desk meets arbitrary(!")Maximum toad deflection criteria. above is based upon building Minimum bearing length for 80 is 14/2". code-accepted design properties Minimum bearing length for B1 is 1-112". and analysis methods. Installation Member Slope=0,consider drainage. of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+112 min.and bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Wgrarn and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or 0 Member has no side loads, you have any questions,please coil (800)232-0788 before beginning Connectors are:16d Sinker Nads product installation. -y_ BC CALC®,BC FRAMER®,BC�t, a minimum=Z' �.1 b d BC RIM BWDTM,BC OSB RIM b minimum=Y I SOARDTM BOISE GLULAMTm c=7-7/8" a H�. Of VERSA-LAMD,VERSA-RIMS, d=12" VERSA-RIM PLUS, ,. '* rAUL W CyG VERSA-STRAND'm, C SWANSON VERSA-STUDO,ALLJOIST®and ! ''` �'`" STRUCTURAL AJST"are trademarks of C 0 3 3 Boise Cascade Corporation. r..., ' 1StE ,'TONAL tt6 y /L dS Page 1 of 1 Sep 12 05 05:55p Paul W. Swanson, P.E. 508-520-1334 p.3 -IwanSon Wructurat Inc 4 Paul W.Swanson,P.E Engineering Services 116 Forest Suer commercial Franklin;MA 02036-257 residential Phone 509-520-133 heavy timber Fax 50"20-133 PoaA*WSwan sonStrrrctnraL c 1 9�Z/oS �� -9P1U- wA/r a�d. Nero LU` Se a . Q 3/+X l 718 LVL �D R I 9 - !ob Name ZL llvDal Job Number 7.57 .ocaaon'_ <. CA/1 m Vr L L 4C; 444, Sheet By fS J4/0 5 I Sep 12 05 05: 55p Paul W. Swanson, P.E. 508-520-1334 p_ 4 s ' Swanson StMCW-al Inc. --Paul w-Swanson,P.E. Engineering Services 116 Forest Street commercial FranWin,-MA 02039-2579 residential Plane 508-520-1333 heavy timber Fax-50&520-1334 Pau ��vansonSfruduraLcorn O PAUL .: SV:'ANSON�1 STRUCTURAL c�.a g evez 5D Pta-W �E JVaw 2x¢ a&V c, - a►►c As-1s L Culo L6-1LINL+r ALA-r6- i L VL 14 r a sP W V = V 3 _ z .z 1.5 x 7.LSD V Job Name 3 ` L-I No q go, lob Number.. J 757 Location )rL�2V r c a..E '�/� Sheet z Caeot gY�W S Date. .., . ., � W � . �. " . �,� rt � � 4 "§ A. . � , � e �w �: , � , *� r ., � . . A _ _w� ,� � '� � � � � �� �. � � - 9: . b _ w ,. �., � � . n , I �y, 4 r+�:. h:, 5;: � �_ rs, v 16, 4 ti 40 Xw °ryy 2+d t a` x A R' x a` a ip �� .�i h C�� � � �C-� ® - ; Azh PAY ' t R c 1 x �r b rl� y}rr s �a �,lncl� n !�✓C� . Wn Ile « a � q a � x, 4 . 8 S, Y � 7 ,� ` 4 t �r� g tF lee it x 4 „4 n '•g�C vq}i i �� J ky q`t I: `r a� V sr. a T' n. x: ,( r i.. t yy �r l �� � �� I�- � � . JWanson Structural. inc. Paul W.Swanson,P.1 Engineering Services 116 Forest Stre, commercial Franklin,MA 02038-25 M residential Phone 508-520-1333 heavy timber Fax 508-520-1334 Pau&SwansonStructuraLco) sC, Pl,A; L� fi _ Pig, � : 8 r'= ( �D N _CovQGv�A'�bHS �r QteSC4r lkvh_s.._ 5 OF W a UL. 9 SWANSON �e Rt1CT L Z9 l✓21St�NG1; � f<L l 7s 7 'ob Name Job Number .ocation rkrM VI L AA4, Sheet [ of ;Iient 11 CV- l-fOMC B Ut LDln/a 1 IAI6, By /VWS Date 505 /2 BC CALCO 9 DESIGN REPORT - US Tuesday, May 10,200516:16 Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: BC 1757:Beam 03 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512, NER 629 Misc; 1757 7 12 �� \2 v 1 BO 131 LL 1083 Ibs LL 283 Ibs DL 1810 Ibs DL 806 Ibs SL 1571 Ibs SL 785 Ibs Total of Horizontal Design Spans=14-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Valley load Trapezoidal Left 00-00-00 Snow 325 plf n/a 115% Member Type: Roof Beam 14-06-00 Snow 0 pif n/a 115% Number of Spans: 1 00-00-00 Dead 195 plf n/a 90% Left Cantilever: No 14-06-00 Dead 0 plf n/a 90% Right Cantilever: No 2 Beam 02 at 131 Conc. Pt. Left 03-00-00 03-00-00- Dead 676 Ibs n/a 90% Live 1180lbs n/a 100% Slope: 7/12 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 11763 ft-Ibs 48.1% 115% 2 1 -Internal Disclosure Neg. Moment -0 ft-Ibs n/a 90% 1 -Right The completeness and accuracy of End Shear 3423 Ibs 37.0% 115% 2 1 -Left the input must be verified by anyone Total Load Defl. U323(0.625") 55.8% 2 1 who would rely on the output as Live Load Defl. U550(0.367") 43.6% 2 1 evidence of suitability for a Max Defl. 0.625" 62.5% 2 1 particular application. The output Span/Depth 14.7 n/a 1 above is based upon building - code-accepted design properties Slope and Cut Length and analysis methods. Installation End Condition Slope Facia Depth Horiz. Length Product Length of BOISE engineered wood Plumb Cut with Hanger to dbl.top plate 7/12 13-3/4" _ 14-06-00 17-04-06 products must be in accordance. with the current Installation Guide Notes and the applicable building codes. Design meets Code minimum(U180)Total load deflection criteria. To obtain Installation Guide or if Design meets Code minimum(U240)Live load deflection criteria. you have any questions,please call Design meets arbitrary(1")Maximum load deflection criteria. product installation.0788 before beginning Minimum bearing length for BO is 1-1/2". produ Minimum bearing length for 61 is 1-1/2". BC CALCO, BC FRAMER®,BCIO, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC RIM BOARDT"' BC OSB RIM ram Connection Diagram BOARD TM BOISE GLULAM- g VERSA-LAM®,VERSA-RIM®, Consult project design professional of record or BOISE technical representative for connection design VERSA-RIM PLUS®, Member has no side loads. VERSA-STRAND-, Concentrated loads are not considered in side load analysis. VERSA-STUDS,ALLJOIST®and AJSTA/are trademarks of Connectors are: 16d Sinker Nails , `fit{ Of Boise Cascade Corporation. a minimum=2" =3" b d o PAUL b minimum SWANS0 c=7-7/8" - a STRUCTURAL d=12" • T• • 0• 4 , c / 0� Page 1 of 1 BC CALC®9 DESIGN REPORT - US Tuesday,May 10,200516:16 BOiSE" Double 1 3/4" x 11 7/8"VERSA-LAM®3100 SP File Name: BC 1757:Beam 04 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512, NER 629 Misc: 1757 12 �7 \2 \3/ V flTMTMTMTffMTE11T=1, 03-00-00 Ak 17-06-00 B1 B2 LL 1478 Ibs LL 215 Ibs DL 3072 Ibs DL 1235 Ibs SL 2913 Ibs SL 1327 Ibs Total of Horizontal Design Spans=20-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Valley load Trapezoidal Left 00-00-00 Snow 325 plf n/a 115% Member Type: Roof Beam 20-06-00 Snow 0 plf n/a 115% Number of Spans: 2 00-00-00 Dead 195 pif n/a 90% Left Cantilever: Yes 20-06-00 Dead 0 plf n/a 90% Right Cantilever: No 2 Beam 02 at 61 Conc. Pt. Left 03-00-00 03-00-00 Dead 676 Ibs n/a 90% Live 1180lbs n/a 100% Slope: 7/12 3 Beam 03 at 131 Conc. Pt. Left 14-06-00 14-06-00 Dead 806 Ibs n/a 90% Live 283lbs n/a 100% Snow 785lbs n/a 115% Disclosure Controls Summary The completeness and accuracy of Control Type Value %Allowable Duration Load Case Span Location the input must be verified by anyone Pos. Moment 15458 ft-Ibs 63.2% 115% 2 2-Internal who would rely on the output as Neg.Moment -2418 ft-Ibs 10.0% 115% 2 1 -Right evidence of suitability for a End Shear -2378 Ibs 25.7% 115% 2 2-Right particular application. The output Cont.Shear 2835 Ibs 30.7% 115% 2 2-Left above is based upon building Total Load Defl. U207(1.177") 87.0% 2 2 code-accepted design properties Live Load Defl. U367(0.663") 65.4% 2 2 and analysis methods. Installation Total Neg. Defl. -0.54" 71.9% 2 1 -Cantilever of BOISE engineered wood Span/Depth 17.7 n/a 2 products must be in accordance with the current Installation Guide Slope and Cut Length and the applicable building codes. End Condition Slope Facia Depth Horiz.Length Product Length To obtain an Installation Guide or if Plumb Cut with Hanger to dbl.top plate 7/12 13-3/4" 20-06-0.0 24-03-12 you have any questions,please call (800)232-0788 before beginning Notes product installation. Design meets Code minimum(U180)Total load deflection criteria. BC CALC®, BC FRAMERS,BCI®, Design meets Code minimum(U240)Live load deflection criteria. BC RIM BOARD- BC OSB RIM Minimum bearing length for 61 is 3". BOARDT"' BOISE GLULAMM, Minimum bearing length for B2 is 1-1/2". VERSA-LAMS,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of ASH Of Alp„ Boise Cascade Corporation. ' �y PA SWANSON ;. STRUCTURAL 35 SSlOI� L � CZ °s Page 1 of 2 BC CALCO 9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Double 1 3/4" x 16"VERSA-LAM@ 3100 SP File Name: BC 1757:Beam 01 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512, NER 629 Misc: 1757 'we�0 12 4 2 3 AL 1 09-09-08 Ak 09-09-08 AL BO 131 B2 LL 525 Ibs LL 3476 Ibs LL 2480 Ibs DL 1120 Ibs DL 4315 Ibs DL 1676 Ibs SL 1285 Ibs SL 4284 Ibs SL 1285 Ibs Total of Horizontal Design Spans=19-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Roof Unf.Area Left, 00-00-00 19-07-00 Snow 25 psf 14-00-00 115% Member Type: Roof Beam Dead 15 psf 14-00-00 90% Number of Spans: 2 2 ceiling Unf.Area Left 00-00-00 07-00-00 Live 20 psf 09-00-00 100% Left Cantilever: No Dead 10 psf 09-00-00 90% Right Cantilever: No 3 add'I roof Unf.Area Left 15-00-00 19-07-00 Live 40 psf 12-00-00 100% Dead 10 psf 12-00-00 90% Slope: 4 add'I ceiling Unf.Area Left 07-00-00 19-07-00 Live 20 psf 12-00-00 100% Dead 10 psf 12-00-00 90% Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Pos. Moment 9638 ft-Ibs 22.4% 115% 2 2-Internal the input must be verified by anyone Neg.Moment -12207 ft-Ibs 28.4% 115% 2 1 -Right who would rely on the output as End Shear -3281 Ibs 26.4% 115% 2 2-Right evidence of suitability for a Cont.Shear 5087 Ibs 40.9% 115% 2 2-Left particular application. The output Total Load Defl. U2211 (0.053"). 8.1% 2 2 above is based upon building Live Load Defl. U3212(0.037") 7.5% 2 2 code-accepted design properties Total Neg. Defl. 0.005" 0.6% g 145 1 and analysis methods. Installation Max Defl. 0.053" 5.3% 2 2 of BOISE engineered wood Span/Depth 7.3 n/a 1 products must be in accordance with the current Installation Guide Notes and the applicable building codes. Design meets Code minimum(U180)Total load deflection criteria. To obtain an Installation Guide or if Design meets Code minimum(U240)Live load deflection criteria. you have any questions,please call Design meets arbitrary(1")Maximum load deflection criteria. (800)232-0788 before beginning Minimum bearing length for BO is 1-1/2". product installation. Minimum bearing length for 131 is 4". BC CALC®, BC FRAMER®, BCI®, Minimum bearing length for B2 is 1-7/8". BC RIM BO, BC F BC OSB RIM Member Slope=0,consider drainage. BC RIM B',BOISE GLULAM R Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-LAMS,VERSA-RIMS, Connection Diagram VERSA-RIM PLUSO, Consult project design professional of record or BOISE technical representative for connection design VERSA-STRANDTm, Member has no side loads. VERSA-STUDO,ALLJOISTS and AJSTm are trademarks of Boise Cascade Corporation. Connectors are: 16d Sinker Nails �1,N Of a minimum=2" b d o� PAUL W. b minimum=3" SWANSON c=6" a STRUCTURAL v, d=12" • • • N , 35 3 C . q G'STER SS/O L a • /� v>� Page 1 of 1 BC CALC®9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Triple 1 3/4" x 16" VERSA-LAM@ 3100 SP File Name: BC 1757:Beam 05 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 �0 12 1 BO 61 DL 2735 Ibs DL 2735 Ibs SL 4125 Ibs SL 4125 Ibs Total of Horizontal Design Spans=22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 roof Unf.Area Left 00-00-00 22-00-00 Snow 25 psf 15-00-00 115% Member Type: Roof Beam Dead 15 psf 15-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 37729 ft-Ibs 58.5% 115% 3 1 -Internal Slope: End Shear 5983 Ibs 32.0% 115% 3 1 -Left Total Load Defl. U288(0.917") 62.5% 3 1 Live Load Defl. U479(0.551") 50.1% 3 1 Max Defl. 0.917" 91.7% 3 1 Disclosure Span/Depth 16.5 n/a 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U240)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 1-1/2". and analysis methods. Installation Member Slope=0,consider drainage. of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or if Nailing schedule applies to both sides of the member. you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails BC CALC®, BC FRAMER®, BCI®, a minimum=2 BC RIM BOARD TM BC OSB RIM b minimum=3" b d BOARDT"' BOISE GLULAMTM', c=6" VERSA-LAM®,VERSA-RIM®, a Of A9 VERSA-RIM PLUS®, d-12 ° c ° ��� e minimum 3" VERSA-STRAND- PAUL W. VERSA-STUD®,ALLJOISTO and SWANSON AJSTm are trademarks of STRUCTURAL v Boise Cascade Corporation. e o 3 3 A FSs�n AL �G �2- �� Page 1 of 1 s� TM BC CALC®9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Quadruple 1 W" x 16"VERSA-LAM®3100 SID File Name: BC 1757:Beam 06 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville, MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 BO 131 LL 2100 Ibs LL 2100 Ibs DL 866 Ibs DL 866 Ibs Total of Horizontal Design Spans=15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 15-00-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 12 psf 07-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 11123 ft-Ibs 14.9% 100% 1 1 -Internal Slope: Neg.Moment -0 ft-Ibs n/a 100% 1 1 -Right End Shear . 2410 Ibs 11.1% 100% 1 1 -Left Total Load Defl. U1909(0.094") 12.6% 1 1 Live Load Defl. U2697(0.067") 13.3% 1 1 Disclosure Max Defl. 0.094" 9.4% 1 1 The completeness and accuracy of Span/Depth 11.3 n/a 1` the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-1/2". and analysis methods. Installation Minimum bearing length for B1 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are: 1/2 in.Staggered Through Bolt product installation. BC CALC®, BC FRAMER®, BCI®, a minimum=2" b d BC RIM BOARDT^' BC OSB RIM b minimum=2-1/2" BOARDT"' BOISE GLULAMTm c=12 a Of VERSA-LAM®,VERSA-RIM®, d=24" • • • ����', �CyG VERSA-RIM PLUS®, p PAUL W J, VERSA-STRANDTm c g SWANSON VERSA-STUDS,ALLJOISTO and ST UCTURAL N AJSTm are trademarks of oft 3 . Boise Cascade Corporation. • • (//��// 90 fG?StER �7 Oo ' Page 1 of 1 BOaSlllllM" BC CALC®9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Double 1 314" x 11 7/8"VERSA-LAM®3100 SP File Name: BC 1757:Beam 08 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 1 BO 131 LL 360 Ibs LL 360 Ibs DL 126 Ibs DL 126 Ibs Total of Horizontal Design Spans=03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 03-00-00 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 12 psf 06-00-00 90% Number of Spans:. 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 364 ft-Ibs 1.7% 100% 1 1 -Internal Slope: Neg.Moment -0 ft-Ibs n/a 90% 1 -Right End Shear 142 Ibs 1.8% 100% 1 1 -Left Total Load Deft U59614(0.001") 0.4% 1 1 Live Load Defl. U80402(0") 0.4% 1 1 Disclosure Max Defl. 0.001" n/a 1 1 The completeness and accuracy of Span/Depth 3.0 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets Code minimum(U360)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-1/2". and analysis methods. Installation Minimum bearing length for 61 is 1-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide Connection Diagram and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or if Member has no side loads. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC®,BC FRAMER®, BCI®, a minimum=2" b d BC RIM BOARD- BC OSB RIM b minimum=3" ,M c=7-7/8" a ZN Of A9 BOARD-,BOISE GLULAM d=12" • • • � VERSA-LAM®,VERSA-RIM®, y VERSA-RIM PLUS@, PAUL N!. G� VERSA-STRAND'"', s c SWANSON VERSA-STUD®,ALLJOISTO and STRUCTURAL v AJSTm are trademarks of • • Np. 353 g Boise Cascade Corporation. A,p , T SsroNA! S l t 05 Page 1 of 1 r BC CALC®9 DESIGN REPORT - US Tuesday, May 10,200516:16 Quadruple 1 3/4" x 16"VERSA-LAM®3100 SP File Name: BC 1757:Beam 07 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 `2 BO Bt LL 2901 Ibs LL 2979 Ibs DL 1197 Ibs DL 1229 Ibs Total of Horizontal Design Spans=13-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 13-06-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 12 psf 07-00-00 90% Number of Spans: 1 2 Beam 06 at B1 Conc. Pt. Left 07-00-00 .07-00-00 Dead 866 Ibs n/a 90% Left Cantilever: No Live 2100 Ibs n/a 100% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 18978 ft-Ibs 25.4% 100% 1 1 -Internal Neg. Moment -0 ft-Ibs n/a 100% 1 1 -Right End Shear -3651 Ibs 16.9% 100% 1 1 -Right Disclosure Total Load Defl. U1388(0.117") 17.3% 1 1 The completeness and accuracy of Live Load Defl. U1960(0.083") 18.4% 1 1 the input must be verified by anyone Max Defl. 0.117" 11.7% 1 1 who would rely on the output as Span/Depth 10.1 n/a 1 evidence of suitability for a particular application. The output Notes above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets Code minimum(U360)Live load deflection criteria. . and analysis methods. Installation Design meets arbitrary(1")Maximum load deflection criteria. of BOISE engineered wood Minimum bearing length for BO is 1-1/2". products must be in accordance Minimum bearing length for B1 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if Connection Diagram you have any questions,please call Consult project design professional of record or BOISE technical representative for connection design (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALC®, BC FRAMER®, BCI®, Connectors are: 1/2 in.Staggered Through Bolt BC RIM BOARDTm BC OSB RIM 9g 9 BOARD- BOISE GLULAM-A a minimum=2" � b d ��ZH Of VERSA-LAM®,VERSA-RIM®, b minimum=2-1/21, VERSA-RIM PLUS®, c=12" o PA VERSA-STRAND ,TM' " 8 • • SWANS d=24 ON VERSA-STUD®,ALLJOISTO and STRUCTURAL rep AJSTM'are trademarks of o. 3 3 Boise Cascade Corporation. C ,o � T Page 1 of 1 sd��ry BC CALC®9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Double 1 3/4" x 16"VERSA-LAM®3100 SP File Name: BC 1757:Beam 09 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 2 1 BO 61 LL 240 Ibs LL 240 Ibs DL 1487 Ibs DL 1487 Ibs SL 2062 Ibs SL 2063 Ibs Total of Horizontal Design Spans=06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 06-00-00 Live 40 psf 02-00-00 100% Member Type: Floor Beam Dead 12 psf 02-00-00 90% Number of Spans: 1 2 Beam 05 at 61 Conc. Pt. Left 03-00-00 03-00-00 Dead 2735 Ibs n/a 90% Left Cantilever: No Snow 4125 Ibs n/a 115% Right Cantilever: No Controls Summary Slope: Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 10779 ft-Ibs 25.1% 115% 2 1 -Internal Neg. Moment -0 ft-Ibs n/a 90% 1 -Right End Shear 3621 Ibs 29.1% 115% 2 1 -Left Disclosure Total Load Defl. U3027(0.024") 7.9% 2 1 The completeness and accuracy of Live Load Defl. U5000(0.014") 7.2% 2 1 the input must be verified by anyone Max Defl. 0.024" 2.4% 2 1 . who would rely on the output as Span/Depth, 4.5 n/a 1 evidence of suitability for a particular application. The output Notes above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets Code minimum(U360)Live load deflection criteria. and analysis methods. Installation Design meets arbitrary(1")Maximum load deflection criteria. of BOISE engineered wood Minimum bearing length for BO is 1-1/2". products must be in accordance Minimum bearing length for 61 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. To obtain an Installation Guide or if Connection Diagram you have any questions,please call Consult project design professional of record or BOISE technical representative for connection design (800)232-0788 before beginning Member has no side loads. product installation. Concentrated loads are not considered in side load analysis. BC CALC®,BC FRAMER®,BCIG, Connectors are: 16d Sinker Nails f BC RIM BOARDTm, BC OSB RIM BOARD TM BOISE GLULAMTm, a minimum=2" b d 4��� fts` A VERSA-LAM®,VERSA-RIM®, b minimum=3" VERSA-RIM PLUS®, c=6" a ",c PAUL W. VERSA-STRAND ^, . . • , VERSA-STUDS,ALLJOISTO and d= 12 SIUAIVSON A, AJST"'are trademarks of c �+ STRUCTURAL v>' Boise Cascade Corporation. • T • 5A a 12 0�> Page 1 of 1 s WE BC CALCO 9 DESIGN REPORT - US Tuesday,May 10,2005 16:16 Double 1 3/4" x 11 7/8"VERSA-LAM@ 3100 SP File Name: BC 1757:Beam 02 Job Name: Custom Addition Description: Address: 32 Linden Road Specifier: City,State,Zip:Centerville,MA Designer: Paul W.Swanson, P.E. Customer: Fitzpatrick Home Building Company: Swanson Structural, Inc. Code reports: ICBO 5512,NER 629 Misc: 1757 AL Ak BO B1 LL 1180 Ibs LL 1180 Ibs DL 676 Ibs DL 676 Ibs . Total of Horizontal Design Spans=14-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Attic Unf.Area Left 00-00-00 14-09-00 Live 20 psf 08-00-00 100% Member Type: Floor Beam Dead 10 psf. 08-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Pos. Moment 6845 ft-Ibs 32.2% 100% 1 1 -Internal Slope: End Shear 1589 Ibs 19.8% 100% 1 1 -Left Total Load Defl. U645(0.274") 37.2% 1 1, Live Load Defl. U1015(0.174") 35.5% 1 1 Max Defl. 0.274" 27.4% 1 1 Disclosure Span/Depth 14.9 n/a 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 61 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if you have any questions,please call Connectors are: 16d Sinker Nails. (800)232-0788 before beginning product installation. a minimum=2" b minimum=3" b d— BC CALCO, BC FRAMER®, BCI®, c=7-7/8„ Of BC RIM BOARD TM BC OSB RIM a `�� BOARDT"', BOISE GLULAM-, d=12" �y�, VERSA-LAM®,VERSA-RIM®, PAUL VERSA-RIM PLUS®, c SWANSON VERSA-STRAND- 9 STRUCTURAL co) > VERSA-STUD®,ALLJOIST®and o. 35. 34 trademarks Bose Cascade Corporation. • • ,r fR ���� � Page 1 of 1 �� .t .,j� • + ' x i � ,� { �. 1 y ' � � � � � J •s ` \` i � , `` 1 �' �� � / .ii '// II (�� �� +• \V `\{ �' � ��..--.� k �' t ,: , jf. ; s: .y CENTER VILLE LOCUS AIM 208-22 STAKE & NAIL , ' f411 A/M 208-19 r x, z FOUND ,, Au 4y� u� }S' :'4 .!��� � N-:, ^R•:. Q• '4. .r `�ti'p' �. •F r ; ¢* k ' f,..° y• ,�. ! r R� -ki$ ` ?e°. 9 OA{iQJ,011 j a LOT 2 4.•'.; ,� y :.�,� r .s OO�jii ��A; 1�*� a -k� } ��',>�, � d .•-iF; �,� �' � �,�+' 'i- �c`� r ¢�. a t"A/M 208-16 �� ° E ._ 15831f S F. r 0°36 ACRE 'IT APPEARS , �r THE SEPTIC TANK COULD BE TOO S� WNG CENTER VILLE HARBOR ' z CLOSE TO THE ADD. �r z • ' � �r ��` '�' ° r ,} �� � * "�.- LOCUS MAP 0 ° ° s µ PLAN REP, � '20-139, 21 �133 a 4� LOT 3 h �n O �Y� LOT CLOSURE. 0.08' ti ti ,; ` . AIM 208-13 ti r� , '� - �, . ASSESSORS ..MAP.•. 208-16 .� • 4ZONING. "RD-1 SEPTIC SYSTEM o • ORIGINAL SETBACKS.•,30-10-10 DRAWN SFR FR OM. INSPECTION CARD o - CURRENT SETBACKS-, 0--10-10 .ti O a FLOOD' ZONE- 11011 Y n 0 PANEL 'NUMBED• 250001—0016—D 4 f o ' DATED 7-2-92 PROPOSED f 2. ADDITION { y .. • $ 0 NEW GARAGEN ♦, & GARAGE = , •_ i' C�2Q s rS B/_ GARAGE �; - .,. _ n,� a �� ys•� ,y ..t ��R.r � `s a 4 � 0 'PE izEAMVED) .CB DH FOUND o. 1 LOT 1 r} . conrc 1� K������ 35 8' o iA/M 208=17 PATIO �' rn w 11.6• r U es�vsn) a ri ,•-<_.� -..•�:-.'>r..,r.'4> .' -y..-w•..2--:-.# -ri.,�c„tr,�.,_...,�,;t,._„ e __ ...a.-;,. �.-+M-.r d • s , LOT 4A N _; _ ti � ;AIM 20B Ib 0� al &.q§fit+ �. — HO USE �O .:r.., ,:. .a. � � ���v+`�9• �z+� ;. >~ r - a �. a+. a ..*�.' .32 `� , a a4° 5... k• { r ,, _ 'F..°may. �` ° '.3F, t .rr r .w 'ems;', .r:'' • � /yt ��� i ''fin' •s. � -Y � _� ��� •''�'6� d ��;r+° ri�. v '� � 1 �s•W � � e :a T * � a. i!". _ t'k'fir• �A� ��p � �_��`�.'`�•.�•O ,.� � �e` z • P'A rvy, '" # �� ate. �' i �• . e _ m 3. fro ry ,.. ftRr J. 'r DOYLE 'E A3755900 6'08 N6 � YY a J., i " PROPOSED ADDITION 'PLAN ,{ • � „ ,�� �' >� - � ���' S�� �+� . � - LOCATED AT.: . GENERAL NOTES. ,. ..� . �3,2 LINDEN A VENUE k 1) ALL WORKMANSHIP AND MATERIALS SHALL -CONFORM TO Y THE TOWN OF __ BARNSTABLE __ RULES AND �• ° CENTER VILLE MA .F REGULATIONS FOR THE CONSTRUCTION OF AN ADDITION. 2) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ' n DEEDED OR ZONING REGULATIONS. O1fNER/APPLICANT IS 7YI OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY �,<'• ,� PREPARED FOR. 3) UTILITIES ARE NOT SHOWN, EXCAVATION CONTRACTOR JAM ES J Hli'A '1'H . r• ' . IS TO CALL "DIG—SAFE" AT 1-888-322-4844 AT LEAST 72"HOURS •�- PRIOR TO COMMENCING WORK ON SITE. NO VEMBER 6, 2003 4) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ' SITE CONDITIONS PRIOR TO COMMENCING WORK ON-SITE.. ° GRAPHIC. ,SCALE : : , � YANKEE SURVEY CONSULTANTS } -6.r UNIT 1, 40B INDUSTRY ROAD° 20 ,� 20 40 80 P. 0. BOX 265 MARSTONS MILLS, MASS. 02648 IN FEET ) TEL: 428—0055 FAX 420—5553 1 inch = 20 ft. JOB # 53487A SDS . 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