Loading...
HomeMy WebLinkAbout0058 HOLWAY DRIVE i a yy �//// �RFCYCIFppo UPC 12543 No. 53LOR QosTc�NS°� HASTINGS. PAN . r _._.,ray, .:. r- _.,,��.•a � �- •.u.,`. r �i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION \ Map !3_b Parcel 033 Permit# c q r m Health Division M2,3r7$ 1�I�3 ;Q - �°� �•� �- Date Issued Conservation Division to b� Q� l 2- '04 `�: 04 Fee 03 Tax Collector Treasurer [?l b f�lG'P 1'� S C SYSTEM FOUST DE INSTALLED IN COMPLIANCE Planning Dept. VM TITLE b Date Definitive Plan Approved by Planning Board EIMMRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGUL:IMNS Project Street Address s� G�O��?2� �Y VQ Village West -3�2vMSA��`� c Owner �2�:e` J�AZ2�k� Q�V�v��• Address �S Avt5e6 Lott/t Telephone uq 3 Permit Request LinoA � 2�d QeooVZ�e_ ek\S-A-S V�a�Se . Q,evy O(Ak y -00t Of Aew 2 - cam; I� (3Vrtk s 25, 6L,. Aew 'a %Ilea► Myc, b W IL..,�zA o e, A�l,... Square feet: 1st floor: existing lS3C� proposed 0$ 2nd floor: existing proposed �� Total new �l ,Valuation Zoning District Flood Plain Groundwater Overlay Construction Type W" r�r2 'dot Size 1• « /�C1�S t Grandfathered: Ile s ❑ No If yes, attach supporting documentation. f Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 46, E&'S Historic House: ❑Yes eNo On Old King's Highway: A Yes ❑ No Basement Type: ❑ Full 64crawl ¢ Walkout ❑Other Basement Finished Area(sq.ft.) 2�eq Basement Unfinished Area(sq.ft) I06) Number of Baths: Full: existing new " 0 _ Half: existing new '-10 Number of Bedrooms: existing new —y — Total Room Count(not including baths): existing new 0 — First Floor Room Count Heat Type and Fuel: ❑Gas Zil, ❑ Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes No Detached garage:❑existing Znevw w size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing size �770 A' Shed:❑existing ❑new size Other: a?Ga az Zoning Board of Appeal;NN th rization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 If P ,es site Ian review# y Current Use")!�JL yix,,Ay Proposed Use I ' t BUILDER INFORMATION I Name Geode Telephone Number SOV- _30- qg7 Address- t�o� �� License# C� 0 IV 3 q / —b2w,��2 �s �v2. Home Improvement Contractor# l®y Sl q Worker's Compensation# -7 PJAB -- (9-77 k US--3-6Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 5 FOR OFFICIAL USE ONLY rr i fi PERMIT NO. DATE ISSUED MAP/PACEL NO. ADDRESS VILLAGE OWNER,, DATE OF INSPECTION: A,� lbS , FOUNDATION .. FRAME INSULATION. e FIREPLACE:` a Fa ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL P GAS: ROUGH,' � ,, FINAL FINAL BUILDING ,. s DATE CLOSED OUT ASSOCIATION PLAN NO. ., ro r . 1 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= HA x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot'= x.0031= ' plus from below(if applicable) GARAGES(attached&detached) a� square feet x$32/sq. ft. x.0031= rl a �� ACCESSORY STRUCTURE>120 sq.ft. >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 ao Open Porch x$30.00= 30 (number) o� Deck x$30.00= 30 (number) Fireplace/Chimney art x$25.00= D (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (, (plus above if applicable) " Permit Fee D (, �3 RESIDEN'x'IAL BUILDING PERNM FEES. APPLICATION FEE New Buildings,Additions Alterations/Renovations 00 Building Permit Amen 525.00 FEE VALUE RKSHEET NEW LIVING SPICE square,feet x 96/sq.foot = 1 l • x.0031= plus from below(if applicable ALTERATIONSIRENOVAnONS OF SPACE C:�5o`Z� square feet x$641sq.foo 1(��,z�U•GI_x.0031= - plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. � z Q >120_sf-500 sf $35.00 ' >500 sf-750 sf 50.00 ro >150 sf- 1000 sf 75.00 >1006 sf- 1500 sf 100.00 >1500 sf-Same as new buiil g permit: g Z2V4 square feet x 961sq. foot= x.0031= STAND ALONE PERMITS , Open Porch 1 .x$30.00= 30•�� . (number) Deck a x 530.00= (y 0,o u _ (number) Fireplace/Chimney x$25.00= s (number) Inground Swimming Po $60.00 Above Ground Swimmi g Pool $25.00 Relocation/Moving 5150.00 ; (plus above if applicable) Permit Fee ' - projcost The Commonwealth of Massachusetts • - Department.of Industrial Accidents . Olflee oJ/arest/gatlaos � : _ • - 600 Washington Street Boston,Mass 02111 Workers' Compensation Insurance Affidavit . Uri Fmi ie: lion phone I am a homeowner pesforming all work nWsdE I am a solepp�� r 'etor and have no one worldn in aci I am an emplbryar duig.workers'ooMmpensation-for my employees woridng on.1his 'ob.. vn } J wn�±±}i?ji+'.i'�j:•ijri�?Yii ?3±:•.v..:......n....�::�F.Y.±'.n?{..}}}:•{.};:.r yr:n:S{:•.wrn }::-}iCJa,::•:{::r.}:{4:•}'•. ..........{.... :..::.r.^:::nv.v:•::n:•.nvr... ..... ..........v.,..n...... .w...:4::::+.•:v:v}nv:..a:,vrvvivv•nv.:,v:::::n,•rn„...... v.: ..... -.v:v::±v:y............w:::}•:.v.......... ..:r..... ................ ......}:nv-:.•nv:aw vn::•::w: :::..w.r........ :,...y. ...... .'.}•.}:{f•:n+Y.}}}}±:54::: ... ..v. .. :w .yr. }r....: ........v...v...r...nL•:.v:v........{. .... n.. .{ti:::.....n. .?.......... ..... ..... n.. ..v. ..vrii: : .: .. ..:{..... ..... vvw.,:•,y.: ...................:.....::::: ...........n n....n•.. .......\:....eC..........:v....... ..:... .r.4..v. ..... .}t....... .......n.r............. ........,.... v. :::. :.•.::. .:; ......n.v.. •.:.vw}:.v::i1:,:f{::v±}F•:::•Y:.r-:•i}}Y.i•}}:4:v±•:{{?:::0;{:�vi NO, :.v. - \.... nt.,,,..................:n.::.v:rf:::::r::.v}:v::•:{.;{ry :{:C:!:ti'•±:::m:::.•:•:Y}±'v:{{•i:{ :::}.....YY•}}}}±}:^?jam i:jj:±±"v:>�j ::::.v::•::•:r::•:n:::4j:}i�':.. - •.r' •::ry:., ::w;;;. ;. :n•}.}±::±+:,.:-, .. ti .. •.:: nii:{,::{::vw::::vv:vw:::±i±+y{%:?4}v:aw:.!:...n...n :,•v::::+nv?:•w}?;}}:::}::..v:::n•:v:4:{;t;4'i•Y}},n.•:4:is4±:.4.}?:}J;:is:}:±:•:L'{'?`};Y.±•..v.,•::•::. � aa�%�name:�Y� ".�� •::�.:{......�.�{,.�....:.:::::.:,- .. . :::n..:T^���jj:.:,::, :-:.>}:.:Y::±j,:.}::;;,.;::::.::..:......4::::n..:....:r:::~_•r:::::.a:..,:::.:..::.,.}..:.,:.L.;.....:....}. ...Fr•:•.. n{y.. s ?Y:j?•}:Y%{•j±i:?.};ri3:Jvi:±-}}'{•}}S}}.} :j'r)Tj'i:i;}:j•i:?.}•±?:'•:}:�� Y:v{. }.+:^}:::::: u.r. •+....::ir.v.};¢ji;+:,, ...r........r....n..,.r.......... r...::. ....... ..., -i w:.w:Y•:`::Y:ji�'YY�'wy>YY`:;.'•n�?i'�:Yii}Y±F:YY}:j?.:jj:�::,ri:'rivSi�}::;:�i:i:}tiy.�:f:�.....v ::+`y;:.:}:L.;f;:'vi;:•}}':v:Sim:':Y}iii}:{iYYiti^:::?::jYr:r i':;y;}}:'r:{ �:{?:r':}:Y{ijj`i:i{i:^:?jij'j:+Y�iii{?:;rj::S4}:?.S.{{:{:i:Y:�jii:'rjj:?Q%:Yi:{:; jj'��i`?:�:{:Y{i-y.:j:YY::i:::j}Yi�?ii�j .ti. =is±f.-!•�%iv ......... .,:.:v,•.::.>:}}:.}:':::'•j::::Y:^:jj::j:>YY'•'j:r.>.:n.n..�:;.'r:;:';i:.^:Y!:ji.:;4}.:.- .:.{:...+.::!.::,..^:.•..!:..:.r., ......... ......r......:.v...• .}..::::•....... •.v:• ..v-.........,•:.:v:iF{•jj:4}•:.::v................v.......... .n ....r.,.. r,.....,•i::::::::::is?:i::}Y:?:-:i-:.v::::::•.v}:.vif.•i:::.v•:}Y:ii f:::•.:yti•.:�:::.. ...........n�. ..:: .:::::.4::.::. .... .::.�:::..,,. .: .,.....,}.,...2..,........:::,.........,-r•:-:::.. ,n{.x:::...._... %}-rY•}::_::±:-±:•:!:•±:4rT: i±:.;.,.}. ...... jj...:::::..'. irF-.; ....v..:•::.:• ..v4•}:.}+.}:Lv�:•-^.}:•!:•:±:-:•. �,,r :'�:<^J{a:,yyv Yi„ ......- r•:•:.v.:: :u:::. - :v. :::.v::±:x::::,;v};±±Y::}}}•:v4Y}}:24}:•j'•ji'�n'� -.ti�'l.±J:v... r.•::.:v:::•::::•:.:.. ..........................rn, ................x:±:.v.v:.v};rn:.}}:r::.:v:::::.w{.v.::::.: �' �: tin'];i}:j•}:'.:{• j•:j•±Y:::•:{•}YX::.}j}::±:.•:ii::jjj::jjjjy.:j::j:Y:±:•itiS?{?-n•i:•i±i:::=S•'rj}i':v:•:}:S4i}:v::•:t{.}'.:{.}}}_?•iY±:-i!}:{.:4±}:.Y}}±::::�:i`::^Y:+:±:::!:j:: �� I am a sole proprietor, general contractor, or homeowner. (circle one)and Imm hired the contractors listed below who the following workers'compensation polices. . Y:jt'{'?j?+.;?::•:•i±?YY$:?{i:j:�ij.'^:-:}^Y:i'i'};j:;:y:ji^:YS: }:�f:{:{4:> :}j:Y�jj:^�� . : ..........v j;{:•i:4';Y:};jjjjj?iti r:%}:;::yli:;jji:?: :i.�•}%4!:{.};4}••ti}:•}Y'4�Y.?{:::::n:v::::.w:.vv'4:i.+i%}-:•:•. '•' r::•.:•.•:............. .... .... ... : ..`C......... .. ...r. .... ...................n :r:::n.::r?:.:.. ^.v::.v::r::hr xnv:n'•::;:r:..v:::::v:•:±:::•}±}.._nv::,:........ ,r...:..:.v}:{.....:.. ...n....:.{..........,.:::..... }Y:Li:• nano.namC.:..,.,.___..,...�.u.,,,>,.,..r,.....:....... , � ....y.....y:............._.....:...::::::::K-r}.�•:::::-•:.,.i•{?.:.,•::,.....:.y...,::::.�:::.,{,:.:,••::::r::...y.. :::;•zi-;:;:;::Yi;ri:..;.:......... ..-}ix!•j±:-Y.:....: r:r::.,....... :.r.i... .?.;�':;;:rr;,{2;4r.{•;, ::.:::-::+•;:{•j:.��.. ............n•::::::::::u•u-:::::...:•:.�... .::.:•:.�::::::::.,•:.�:::.:!•:•}:::.......:•::::::.::.�:•...... ... ,.,. ..1. Yv$:•i.: :{L}4i�":v?jjjY:Y:::}•}}}}}±:.vi:Yr.i{vv n-.,w:•:::r::.w::r:::?r:{r">•.r•}:::.:}}}!:{•:4:vY; ..vn•...:..::::. :?v:::::.vvv}}±}:i :}.;,r.:4}YYv:i ..... v::v:::;+:24::::•.vc::.+n..r...:}:{;•.nw::::•.. :.v.v::v.v:::.: ........... -..:.r.......,.. •::±:....... n}.v:isv}'Y-%::;}•}.;;•}jry:?S;?n}}}±:{•}ywY•i}{.} ........:... :::r::.:�:::::::•::::rr:Y:::%YYY>Yi�jj::;{::4x-}ir+:.:;?{?;:::•:.:}}}:-.: ur;:.x�i:;.}}';•Y:4x.}:.{•}:;..�??::::.:..�.r::::._:•.:u•-:::::.�._:-::........................................ :. ......y.... , .. h....,.,;.}j•:......... r............. r.....:..:,:.,r:•:!:.v::..{.,..:............r.n•.v.::•.v:::..................,......•..v:...:.:.v::.v.v:.:.............................v :•.,•:+•.'?.r:Y>:.v'.vi:4.`j;Y?{}.yr?.i.'r.•}h.>..\....:..... ..?•:n;v..{.......... Rr.......r.,........n:.::.,....,t r...,,,•r..,n.a: ...... .:...rut......::::::+.:6.:�:u,:.. ,...............•:••.....n•:::.,.,..... .....,....a........t :......0..'rr.:......,.r...._.n•...w.::.{...:"}.?•:.}:!}.:;:{;;Y•. ...n•:,,..:....::.::u•..::.{,•i}i:r}:t4•.};:.::.....t,....r:...:.}:•::....... :r..rrf.:{.Y:::::::. ,:........ ..... ,..... fi.::r::r.u-...•.t4••?Yti..:.;.......:::::.�::-:-.�::.t}::•.:�.,:.:.•::.w::•::.�r.�:. rt...,..:.}yJ;.:, },:::n•:.::r: ±:•'•::�Y:$: {.::}:•}.......,.r...... ... r.rru•:.••Y:. .... ,•r!n•:uv....j.�.....r..•:..,��..,r:••::::,•..v.•:r:w� ...t.:::.v::.....u:.u{..; rr...::i ,.,r.:}}.+?Y•}i:�;S+•-}:.}•::••,.:..r...:. ,•.,:. :1 •::.:.....r,,,......i.r..... ... :v.t,•:.• ::r:......rr::.:v:r...r:,.:j;:}}}•{.}::•:ini?:�'.r 'n:•}}r'+.t•}:-}1•%^x:}:--:•.v}1:: : 3:•.,-:•:..:??•:......0•::.4rn}:}. :.r.....n, ....:... :...:::r..:::.a.u..,.•:....,......rar::.:••n•:}•:•:±;:.}-.::•Y:-i•>}:•::+i:;::::.�ij�,.......r::.:�:. .,... ...:✓-u•:i3:-:..6::•:•.�}.�:-.t..,un.......�::.�:.+•:..5....u...,.!>}:..:.......:...t.,4-::.:cr.::.. Y4••:;{•}}:-x.•>}:•:u:-.:•r :...:.... .....r n.n.,y......n...:nw:.,.yr}:{.}•}.y:;}nw^::w:-•:nv i.:.:.: v:}Y4•:•.v:::}:::•Yi:•Y:-...:i;t4)}:w::::::....;_.?_T+..c{.r.....f..:...,:.......A...:.v.....,.L.;.;{.v:::.v:::{:•:u•:u:vn{.:.:.v r•:::::::::.,,•.:r: :•:::.,••..,.,,.,r........:DbOpC.tYY{::... •:.•.L.{.•.v::{•?;•r.{:•„ ' iY±?•}:•}j:•±:i'n:•:±:•}::v:•±;yvn}}•{::.v:::x:::•v: .A.S<•!�:i•.v. [:v::•!:•!}! ..,0.:•tY:rjti±'-f':{?'f?.ri:•Yj:�F.Y�YiYYY•;;'r,:;j;}:j•::{j'}+j'�:i'yviY'SQ:?is?......Y..........!•:!Y;?:v.}w::::+. f.•}:?•±:•iiY:{?!•:S{;.}..±w:x.x.., ..A:} ...:...:.. v:..:{n,..r..r±............r................. .:}..,....,{..r::.......:•:m:T:::}:}:r:?•:v..,.vw: .:my •:.,-::.�::.:i�:;r.;.};:?..f.��}.-::•:.. ..}}:.;•+?.:i::?• :::r:::::..rr:u{L.r::......_!i:u...y.}:•.,•r.••.r±.:•:Yr-::::::-n-n,.,.,.... ....,•...:•.:�:::.....u::::,r.,,........... ..::::.y:. +};•.:.::::::••.}:•±}}3}:•:••.tr..±.•.:±•.3c•.•i..•n!±?:uY:•:{?•»:.{.r•}}}}•:•-r:::::4w;,..:.,_:,�::..- ...�-..,ter:.>.•.,:{..,y.,::•:.:�..4::•3....n,.. .r••,•.,.;._.. :::.......s..:.v., ,,,.?.,,:.:4•}:{•:j}':>-,,..t•.;^.•}:;:}'••.. ,.....r::e. ;�.._.,,.:L.{.:,..............rar:::-::}}?!3.;.{.::.,.......tr :.!.........r..:+.r:.,:•.{-:::r:4;};},..n,..a,•.:... ,...:�..{...,. ... _ :{• .:4)y. .yam:;.:..eu...r....-n..:.:.-:...... , /..v v:n.:,{., ...v:.v-4-•.•...4 n. F.r .v :nr''w:::±4Y}:iS<}{•i:;n.:..:4.•.4 S-n.nr.:.±Yrv:y:.-}••:rv.v!y^:v:- i4{4.i,,.,y .n.......Y... ..v.V�.•r.?•:.{}.. n:'+i:•.f'f.T}It}:•n�f..:::±... 4 •.vyv.•.;{y+y .: :w-:::.;}�.±•:F:':.r, ?,. r. .C'.+nyrnv:.:::..$}nv:;tiif.{•}i•::.,r}•::n•.,.. �v• x.v}:.v.... n.. n,7.r. 4....y .. i::j%i:2Y..:,i r f..,:{i+vyr::::.v: .::. yr:.}•:•.? ..n...,.. w•:•.::.:..r:n?•}:.r?rF•J.r.. .v........?::nw:..:........nY:::::5.:.::.:...x•..vvv.r::�v::::.v:.::.x...v::::vr.v-:. ......../•::±:ni:v,:Snv::v.{::v:rY.:..:•:.3:'{:4!•:ii}?}:-:rrS'Y•t.':vv. ..f :•!.v,r.nrnwtGJ.,,AI ...i3ir....... k:?:%?;.}.:?•'?4:}::4Y}.+:i}.:v'4Y:4:{n}Y is?%'•}}±::::4:YY}:`:S•:9:}•.::nv v:.vn:v:::v::::vv-v.v.v v:::»::. .............y,••:.v::v::r:-:,v::.w.:w:....................... ' rv.n... ...{.:f{.: ..n..... .4:::-.v.-:.,..:. ..c....n rr::v.vv}:}.;....: v.t........... ..,v••:.w::nv:.-........,:v:.vv::.:v::::.v:.......,....::..v...................................../..v...%:C..r............ .:x.• .....v.,..,..:f;r:i-,vv_w.?:v...tiJ:-i}1::-::r:..,n•±ii:•Y}-.rr 4}i:?:^:•.,d-nw•:-:.4v....,,........r.xx::.:::....,...........:nv.v:.::•..nvv.:v:.:v•::::•vv.•:n.:..r................... :ijTY±:•+:•Y:{.}:}+}•.}}}}}3J:W:v'+-' v:f:.::.}}}::•l.}?}'{4....%...n.. .S. . ...vn....n.n.......r....h�:v:vv.:.+..,..r: .4.n............ r}}}^4:rr:::{.rv:i�.4::x•.w:}:.:.+-.v.:::.:.::!:v::•:x..:. :}::::Y::.-is.;-.v{::::_w>•:vn•:r:::?':v:vv w:riv..vv:.v:::Y.v.•:•.v:•:: %vvw.vr.....n:.i--:wn:{4:.•rv:n•:%::•nv:.:4:: .nn:,w.:. ..n:.v::::::vvn4::a4::r+/•':}C:�:�r:..:y.{!ti??};Y:4}tiJ:v:Y<::tiY}} [•isl,.'-:•}}i:;{•}-.{yK.,{q}j;:rx{.r.}•4:x.}Y^:O:^.Y.h}?i}�iy�`w.v.rn. ........ ..v }. .>•i?Yi:{i rv.i:i}:{•}::�-:•:4}}:,v....- ....{/%.__....yi. ... ..}......r.....r:::::n.r.. :............. i.:r:.. ...n....v:n::{.:•!:?•:iv'•!.......:::•.C••.vv::?nv::•;Y.•}...v..rY ...,{.y.:.y.?{•:::u,•:::n}}-/:%n•:}±.•r.}:•:f::nv:: .:.-....y}!',•.�::r:..;r;}..{.±;{:{?•>'L%:;{•r::•.,........ v:w:u._...... ..:r.:x;:., ..:.,. ...x.......:4:,1.r:Y.v...n. f. x... ..:.n......n_.......n•:r..r n... rx.,}.,.v. v {.....n::•.v!-xw::}:.{...::!::r.Cvr+.Y..y.+.:}•::x::-•.•.r.•r::.:v}-f.} j•�:+?j t:;`.j}iYY?+jv�%jijii: ::{..:::•r•.4•:?•::::5..::•.v::::.n..•.w:•:e.......n..r.......J. rv:.v:...nn...u.n,.. ..{....,,:..: ...{,. ..:.4}jv:j;}{.±'{�: :r.{..v:urn?r.;r.•: .v}..}}-•v.}•.v.:•! :r.ts.��::.:p x�ry.±'±:.v.v..:::::.v:::... r::.v:nv:-,c.y: y ...a"i:......, S:}:{IXiv.,x.,v.n.:. +F:}:•}}:4:...\•n,n,. Q-:24:•i±- Y.:{{•}ivr<:•:±G;.fv..n ....:..vn-.w v::.:"'i%G}•4}�:::}y.:x:,v_.... ...,:v v: •.v vnvn•..fvv'•:::v}... n.:::v:v: ...........n..:..............v.. v.}..v y ...nv:%v:SiX{Y•ij ..4x ...{...\n.v..v.•::%:hv::rd: . v::::::•. .rn:.v..::::+:•.y...r.:.:F..v..;.n•..::::::}.:,:r.;v..v::.,4:ryr'.::?:n:::..........•.y...... :n...a.:....>.v.:.vv..r..v v;,..v:yy,.x::::::r.:y.}. r.t..r. r... v.....:...,•n•:.,%:.,-::::::-..r.. .}:-n-:•:•:::}...........,.::- ::rr.. ..r:n•::n{.r}:-T}}'{;::'.}::::.::�::;:,•:::::.:..........::.::::-.,r:24}}},:•r:::..,n....:::::•::•:......::n-:.�:{.j;.}j;::-.;:::.:�:............::...:..... ,,.......,.:n•::�!!:•»...a.:..,...t..,::•:n•:n..:.,..,{t.?...,�.,:r{.:::...:.......... ,...:.... ......:r.:.,::::.,:,•.�:n•::::.�::•::......:•.,•:.:...,,•:::::.,:.{•:{•.?-;::�...;•::;}}>:•::.:}:i.}.�i}Y-jj::}::}j:{.j:�:�•j:{`Fjj{;?:�}:•:::�:=.r. �eJ9i... r._r..r......... .... r..r.....�.:::::::.�,:::•:.:......,,.......r......a.r::n•.:, .....t,::•..�•::•:::�-.,•., •:;,t:?;•x?:Y±}Y:{:• . ter. .,.:,................ •:::::::,,; .. i •JiF'%✓.{:tiiil:�.;.::�:•v;4}}:vi':itiii;Y}<±}:;:ti?v:::j�:jiY?L'?:�:{•:..:-:::::riy y;:.v'.::•.,,vrr...,..x•. ..4�:n+j::;{Y:{^:±T:?v:j''YYiT:'Y}:jt••:r±:j4:ri±';}Y: --1...:C•.•-::r•:•.... .,...:...::::..:...vv., .. ..{rn.r..., v:v}.•.{•.0•::::-}::•:r:::::%v:,v:{•::::•v:4!:?:n.»};±-.nv...- :•-:rvn4;r!{-Y?{{f;w:-+C w::::Cn}:::.:.::.%•. Y.:vj:n.... ........... ..}.....vw:,w::::........... ........:...:.v..6.4..r.......r....r....,.2...J.�.. ..v ...i� :•:tY}....,.....v r.::+Y!+::•±:•^:::n.. a.....:.:........ .k:v:}.,4:?r v: ....:•.v•.:. ::v::x:?. :.,.......x....v.......r-.......::n••-v:C;..�....nn.}.v.v}:nv}v:.�..n....:w:.v...:.........4....v{....::.4: :}i:f'??•}:.±:.i;:{;?•;•:,:+.,.r .r.:;..:::%•:Y•x... ..,.}}y:.::•::::-::::::.:.t:+Y:•}}�:u;;.;,...;{4•;.r}.::u•;;:r.,:::::::}:::u.:.;::.�.:,:• , ,......r...r...... .... ,......,.........?Y•::r•:.�::.;..cur:.:.,•::._�j.•+::;:}.`•,•?{:S^:.5;.;.?;.;::j:=';..:{::.�.�.:_::•::•:::.�........u:4:•.:.:.:.r44n:;•:£..xv-n,•i:::Y:-n}::Y}:...nv....... n.. .....:.:v:w?-.vJ.-:.::.v:?..vx.:v:r........... .n........:::v:..n..r ....... t}:}+:•:{-}r.Y!-::rvj:•.v::.v:.Yv.4n}?.�::w::rv,-v:Sv...,.{..........}:{{?v:vvnvxr v.v...r..v.. .n.....:..... .?......... .....r..:..+, . r:n.. r{• r..4hi}:?;4}}::::;?• .T.4.v:nw:::•{:.............., .,/.}};}. .Y.. l...r........ .{..{{n:?•.M::.-..v. .......... ....n..,:•::±:::::::?::•::::.r.•:::•:::::::r.::?-:::•::.�}::•:u:.}{::•±:.ter. ..............::.�::::.:.}:-::.....:•.v.•:.::..;..}:L{.K.::;4:•{:.�: ,t..,n.r..... ....,. ,. •,•:.�.,:::::x•::r•.,:o:.............:Y}±}::•:::::: - .:.:-::}::,�::.:•r..:..::,}.::r-::.-.,.:.:.•:.-r::..........,-..r.r.r...:r::r-:.�:.{-:.::::::::::•::r.::::.::n{:.::::::n.:n..�::.;•±;:.}:' ,{y;.,.. :.{�.:,..........f...:.....i<.r r4•};i}: r:•::+:•::..{....r.,.. .r..w.^.:.:}:•:•i'•:'.,:::....•::......... /.•:•.,:•:::n?{n;::;.v.}+':•:v}:?•:{..4.,.:r..v....tx,.r..vt:...v...:,,.:x.{.}±:{.,-:-:-::•:•.,•.v±::::!:•/.•n:..:.,:•:•::•-:::•:...... r.u,•..r... ..:t•.,.�dr •a::,< .,r.. ,,:}., ::.w::....:::r: ...,{....;....,. .,:.�:.: rr:x::...,. {..,G-:. ,•:}::.;,.:;..-.,•::#•::i}YYY;{}+:t;Y... ... 4 n:.�:r .t4....... :::::.: ...4.•,r.✓.:•r::.,•Y}r'.:x..... ,,,.....4:.:x•:r..�.,::.n::.:.�}'•}}:•}}}:4}}>::;«!':.,;{}:,}..}.}.;?.::.:,•-:::r.. .,. ,:.:.:.:.... ..... u...,..a• ....Y:•:.,.:.r.............t,..... r........p,.:,................,.._... ...u.....,r....4:n.�:.....n.....r.,?•,C•!>%:±:•::u.}x-•.........t.%�;fi;;:ji;:: ;:Ya:icY�:Y:j:�:YY ..........:.::•::•..... nv new,.: ..F..:r...:±::-::. ..:..,.......... ..:.. ... ... .... :v. ...... .,f. •: ..r rf"_ .,:.. .:r.:...:....�. ...... .,:.:...!::r..;}_.,::.•:.•!n•....r;.}:::.•.t��;:r �j:�±`•�:,'::Y:::ir:�.rS:4..�. •?{:;}::;.;3:}.;ir[n.j}:::?n{.;}j},...�-»}u::n..,i{{,•.�•n?::�.•::.,.:.,•.. .t,.a)r.....,?:':.t...Y.:+':•.,x%-Y:%.}4u...:r., ,r.,...r.. �: .., .:. .::}...t..:::YY:':;�i• r.4..r......•:u• .w...,..r...,..... .:Y:{:•.•:4...:....r.x....,. ..{t.!t•Y•::?4:%• ::Y.. :Y..:n!:•::.�:•!r±.:::::::.:::•:.�:�f.....r......u....:•:::+•.�::r:::.�::.r.............. �+,•.. ,...... r:rnr:u:%�..r....xr... . :!}'.r::.,::;.,•: ;:`•Y;�<`.��:.,y.:,:.,.+•?•:..:attC�`Y'1l.:. ... .. ......... ....,:,,{:.:..,.....:::.,...,.:,..:......:}.?{•r.::,:,.,.:.,},:..{..:,.?.r{,;.:..,. O� :#::;;±.j.;::.;:,•:.:::::}:n•::.{!{a£}�+Y�}.t;na�:•':-^;'�:�Y>::±:;:.�.}}}a.., e to seems eoveeate as rsgdrsd render.Sedton 2SA otMQ.1S2 tan teed to the of erhrdaal� pem}tles of a>me�to SI,S00.00 and/or ors'lmprlsonmmt m wd!as duff penalties is the form ota STDP R'ORB ORDER and a>!ae of 5100.00 a dq a=aiast me. I o�ers6md that a �f this shtement be fo to the t)IDce otirivestltatlons otthe DIA for eoveta=e eeri>tntlaa iaeby certify perjury than the information provided above is trw and eorrecx mre Dom — . 0 .3 . dal use o* do not write is this arm to be completed by city or town official . or town: permil ieeme# - C3BWldiAg Departnent rr+po requited ClLemsm=Board chsritif hamtdlate use b ❑Sdectmen's OIDce tact person: phi#, C3Healfh Department ❑other ------------ id 9195 PJA) : . The Town of Barnstable ;`"AN&�'�. Regulatory Services &65�'ArEo►9 Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 ce: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction:alterations,renovation,repair.modernization,conversion, improvement.removal,demolition,or construction of as addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors.with certain exceptions,along with other requirements. we Type of Work:-- 6k. Estimated Cost 3�O,�o= Address of Work. G G1LJ, Owner's Name: \J2��Q °� �c,�2ZIn1ne �VLtn Date of Application: O 3 I hereby certify that: Registration is not required for the following reason(s): MWork excluded by law ❑Job Under$1,000 , []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS'PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED. CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL.c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby appi for pe • e ag the owner. /O gSlq. Contractor Name Registration No. , OR Date Owner's Name Table JSZlb(eaadasmO Prneripr&e Paeinga for One and Two-Family MoMoodd BaiWlap gaabd with Fcud Fade MAXIMUM M1aiQHUM Gkzing' Gk=g Ceiling Wan Floor am,...ent • .Mal; H ag Arse'(•/.) U.valuer it-value, P.vawo, R.vaLad Wail PErimetts fl5dary' Package Plvaltol $.valaer 3"1 to 6500 Heath;Degree Dow. Q 12". 0.40 31 13 l9 10 6 Normal R 12% M2 30 19 19 10 6 Now S 12:'. 030 33 .13 19 10. 6 tS AFUE T 1S% 036. 31 13. 25 WA . WA Normal U is% 0.46 39 19 19 10 6 Normal . V IPi. 0." 31 13 23 MA' WA M AME. W 15% 032 30 19 19 10 6 sS AFM X Is%' 0,32 31 13 2S WA WA Normal Y 19% 0.42 31 19 23' WA WA Normal Z 11% .0.42 311' 13 - .19. 10 6 AFUE AA 18% OJO 30 ' 19 19 —10 6 90 AFUE F. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q AA.-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERM 41NG ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR:THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-t980303a • Ia� I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 Release 3 I I I I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-4-2003 COMPLIANCE: Passes Maximum UA = 763 Your Home = 650 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 3791 30.0 0.0 133 WALLS: Wood Frame, 16" O.C. . 3046 19.0 .0.0 183 BSMT: Conc. 7.2' ht/5.5' bg/0.0' insul 0 0.0 0.0 0 GLAZING: Windows or Doors 556 0.340 189 DOORS 84 . 0.340 29 FLOORS: Over Unconditioned Space 2464 19.0 0.0 116 HVAC EQUIPMENT: Boiler, 89.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: ' The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed, to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been. determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 25�5 of th design load as specified in Sections 780CMR 1310 and .4. Builder/Designer Date 0 BOWE" ' BC CALL@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4",x 9 1/2" VERSA-LAM(R) 3100 SP Name G Blakely.Penni.BCC: RB02 Job Name - D'aniel&Suzanne Penni Description - RB2 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer' , - George Blakley Company, - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - �0 12 Standard Load-25 PSF 15 PSF Tributary 06-00-0o x "s , «. AL BO 131 975 Ibs LL 975 Ibs LL 676 Ibs DIL 676 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 .25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5366 ft-Ibs 22.3% @ 115% 2 1 -Internal End Shear 1450 Ibs 13.1% @ 115% 2 1 -Left Slope 0/12 . Total Deflection' U716(0.218") 25.1% 2 1 Tributary 06-00-00 Live Deflection 01214(0.128") 19.8% 2 1 Repetitive n/a Max. Defl. 0.218"(Limit: 1") 21.8% 2 1 Construction Type n/a Span/Depth 16.4 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAm-,' VERSA-LAMS,VERSA-RIMO, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUDS,ALLJOISTO and AJSw are registered trademarks,of Boise Cascade Corporation. f Page 1 Hof 1 BOISE' BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 9 1/2" VERSA-LAMO 3100 SP - Name - G Blakely_Penni.BCC: RB03 Job Name - Daniel&Suzanne Penni Description - RB3 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 11.5 J 12 1/ 2 Standard Load-25 PSF 115 PSF Tribute 01-00-00 AL Fes , e BO B1 1171 Ibs LL 925 Ibs LL 969 Ibs DL 806 Ibs DL Total Horizontal Length-14-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-06-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB1 Conc.Pt. Load Left 02-00-00 02-00-00 758 Ibs 516 Ibs n/a 115 Number of Spans - 1 2 RB2 Conc.Pt. Load Left 09-06-00 09-06-00 975 Ibs 676 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 11.5/12 Moment 7835 ft-Ibs 32.5% @ 115% 2 1 -Internal Tributary 01-00-00 End Shear 2089 Ibs 18.8% @ 115% 2 1 -Left Repetitive n/a Total Deflection U338(0.714") 53.2% 2 1 Construction Type n/a Live Deflection U622(0.388") 38.5% 2 1 Max. Defl. 0.714"(Limit: 1") 71.4% 2 1 Live Load 25 PSF Span/Depth 18.3 1 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD1m, BOISE GLULAM-, VERSA-LAMO,VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRAND-, VERSA-STUD@,ALLJOISTO and 'AJSTm are registered trademarks of Boise Cascade Corporation. i r . Page 1 of 1 BO18F BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,200311:37 File Triple 1 3/4" x 16""VERSA-LAMO 3100 SP Name - G Blakely_Penni.BCC: RB04 Job Name - Daniel&Suzanne Penni Description - R134 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer. - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - �c 12 2 1 Standard Load-25 PSF 115 PSF Tributary 08-03-00 Ak BO B1 2618 Ibs LL 3509 Ibs LL 1900 Ibs DL 2515 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 25 PSF 15 PSF 08-03-00 115 Member Type: - Roof Beam 1 MAIN ROOF Unf.Area Load Left 13-00-00 20-00-00 25 PSF 15 PSF 04-09-00 115 Number of Spans - .1 2 R133 Conc.Pt. Load Left 13-00-00 13-00-00 1171 Ibs 969 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 28862 ft-Ibs 44.8% @ 115% 2 1 -Internal Tributary 08-03-00 End Shear 5300 Ibs. 28.4% @ 115% 2 1 -Right Repetitive n/a Total Deflection U429(0.559") 41.9% 2 1 Construction Type n/a Live Deflection U744(0.322") 32.2% 2 1 Max. Defl. 0.559"(Limit: 1")' 55.9% 2 1 Live Load 25 PSF Span/Depth 15.0 1 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 61 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The.output Member Slope=0,consider drainage. above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMERS, BCI@, BC RIM BOARD—, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDTM', VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. x:`, , Page 1 of 1 . BOISE' BC CALC®2002 DESIGN REPORT -US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB05 Job Name - Daniel&-Suzanne Penni Description - R135 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company' - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 10 12 Standard Load-25 PSF 115 PSF Tributary 14-00-00 1944 BO B1 700 lbs LL 700 Ibs LL 448 Ibs DL 448 Ibs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead. Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 25 PSF " 15 PSF 14-00-00 115 Member Type: - Roof Beam Number of Spans 1 Controls Summary ,'Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1148 ft-Ibs 4.8% @ 115%" 2 1 -Internal End Shear 694 Ibs 6.3% @ 115% 2 1 -Left Slope 0/12 Total Deflection U10891 (0.004") 1.7% 2 1 Tributary 14-00-00 Live Deflection U17859(0.003") 1.3% 2 1 Repetitive n/a Max. Defl. 0.004"(Limit: 1") OA% 2 1 Construction Type n/a Span/Depth 5.1 1 Live Load 25 PSF Dead Load " 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240),Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. 'Disclosure Minimum bearing length for BO is 1-1/2": The completeness and accuracy of Minimum bearing length for B1 is 171/2". 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if ' you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC.RIM BOARDTTM, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®,. VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are'registered trademarks of ' Boise Cascade Corporation. .Page 1 of 1 . BOiSE- BC CALL®2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB06 Job Name - Daniel&Suzanne Penni Description - RB6 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - ,--10 12 Standard Load-25 PSF 115 PSF Tributary 07-06-00 BO 131 350 Ibs LL 350 Ibs LL 238 Ibs DL 238 Ibs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 25 PSF 15 PSF 07-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 588 ft-Ibs 2.4% @ 115% 2 1 -Internal End Shear 355 Ibs 3.2% @ 115% 2 1 -Left Slope 0/12 Total Deflection U21271 (0.002") 0.8% 2 1 Tributary 07-00-00 Live Deflection U35740(0.001") 0.7% 2 1 Repetitive n/a Max. Defl. 0.002"(Limit: 1") 0.2% 2 1 Construction Type n/a Span/Depth 5.1 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER®, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, , VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. I Page 1 of 1 BOiSE" BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 9 1/2" VERSA-LAM@) 3100 SP Name - G Blakely_Penni.BCC: RB07 Job Name - Daniel&Suzanne Penni Description - RB7 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - ___10 12 1 Standard Load-25 PSF i 1 PSF Tributary 01-00-00 BO - B1 1798 Ibs LL 1798 Ibs LL 1308 Ibs DL 1308 Ibs DL Total Horizontal Length-03-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-06-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RIDGE Conc.Pt.Load Left 01-09-00 01-09-00 3509 Ibs 2515 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 5348 ft-Ibs 22.2% @ 115% 2 1 -Internal Slope 0/12 End Shear 3064 Ibs 27.6% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U3323(0.013") 5.4% 2 1 Repetitive n/a Live Deflection U5727(0.007") 4.2% 2 1 Construction Type n/a Max. Defl. 0.013"(Limit: 1") 1.3% 2 1 Span/Depth 4.4 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRANDTm, VERSA-STUDO,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Pagel of 1 006F BC CALC®2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB08 Job Name - Daniel&Suzanne Penni Description - .RB8 Address - 58 Halloway Drive Specifier - City,State,Zip -West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Q 0 12 1 Starndard Load-25 PSF I 1 PSF `Tributary 01-00-00 � V •", - BO 61 472 Ibs LL 472 Ibs LL 322 Ibs DL 322 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB12 Conc.Pt. Load Left 01-06-00 01-06-00 869 Ibs 570 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 1134 ft-Ibs 7.1% @ 115% 2 1 -Internal Slope 0/12 End Shear 754 Ibs 10.2% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U12101 (0.003") 1.5% 2 1 Repetitive n/a Live Deflection U20236(0.002") 1.2% 2 .1 Construction Type n/a , Max. Defl. 0.003"(Limit: 1") 0.3% 2 1 Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning' product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDTM', VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. .' Page„1 of 1 M BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:RB09 Job Name - Daniel&Suzanne Penni Description - R69 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 11 12 Standard Load-25 PSF 15 PSF Tributary 01-00-00 BO 61 882 Ibs ILL 356 Ibs LL 685 Ibs DL 367 Ibs DL Total Horizontal Length-17-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 R11 Conc.Pt.Load Left 03-00-00 03-00-00 813 Ibs 491 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value . %Allowable Duration Loadcase Span Location Moment 4509 ft-Ibs 28.1% @ 115% 2 1 -Internal Slope 11/12 End Shear 1521 Ibs 20.6% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U331 (0.837") 54.3% 2 1 Repetitive n/a Live Deflection U623(0.445') 38.5% 2 1 Construction Type n/a Max. Defl. 0.837"(Limit: 1") 83.7% 2 1 Span/Depth 21.5 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 n t M BOISE' BC CALC®2002 DESIGN REPORT - US Thursday,June 05,200311:37 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB10 Job Name - Daniel&Suzanne Penni Description - Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - n Standard Load-25 PSF 1 15 PSF Tributary 01-00-00 Ak BO B1 882 Ibs LL 356 Ibs LL 685 Ibs DL 367 Ibs DL Total Horizontal Length-17-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB11 Conc.Pt. Load Left 03-00-00 03-00-00 813 lbs 491 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 4509 ft-Ibs 28.1% @ 115% 2 1 -Internal Slope 11/12 End Shear 1521 Ibs 20.6% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U331 (0.837") 54.3% 2 1 Repetitive n/a Live Deflection U623(0.445") 38.5% 2 1 Construction Type n/a Max.Defl. 0.837"(Limit: 1") 83.7% 2 1 Span/Depth 21.5 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM7m, VERSA-LAMS,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUDS,ALLJOIST®and AJSTm are registered trademarks of ..Boise Cascade Corporation. Page 1 of 1 BOiSE- BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB11 Job Name - Daniel&Suzanne Penni Description - R1311 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - '_�0 12 Standard Load-25 PSF 1 15 PSF Tributary 08-06-00 09-00-00 07-00-00 A, 03-06-00 AL 08-06-00 BO 131 B2 B3 B4 813 Ibs LL 2121 Ibs LL 1435 Ibs LL 1913 Ibs LL 752 Ibs LL 491 Ibs DL 1366 Ibs DL 337 Ibs DL 1164 Ibs DL 473 Ibs DL Total Horizontal Length-28-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 28-00-00 25 PSF 15 PSF 08-06-00 115 Member Type: - Roof Beam Number of Spans - 4 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2870 ft-Ibs 17.9% @ 115% 2 2-Left End Shear 1028 lbs 13.9% @ 115% 4 1 -Left Slope 0/12 Cont.Shear 1614 Ibs 21.8% @ 115% 2 1 -Right Tributary 08-06-00 Total Deflection U1754(0.062") 10.3% 4 1 Repetitive n/a Live Deflection U2668(0.04") 9.0% 4 1 Construction Type n/a Total Neg. Defl. -0.01" 1.4% 4 2 Max. Defl. 0.062"(Limit: 1") 6.2% 4 1 Live Load 25 PSF Span/Depth 11.4 1 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 61 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 3". above is based upon building Minimum bearing length for B4 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation Member Slope=0,consider drainage. of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 • t r BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB12 Job Name - Daniel&Suzanne Penni Description --R12 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 11.5 PSF Tributary 05-06-00 12-06-00 07-00-00 15-00-00 AL BO - B1 B2 B3 757 Ibs LL 1802 Ibs LL 2161 Ibs LL 869 Ibs LL 491 Ibs DL 872 Ibs DL 1235 Ibs DL 570 Ibs DL Total Horizontal Length-34-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 34-06-00 25 PSF 15 PSF 05-06-00 115 Member Type: - Roof Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4717 ft-Ibs 29.4% @ 115% 7 3-Left End Shear 1258 Ibs 17.0% @ 115% 4 3-Right Slope 0/12 Cont.Shear 1853 Ibs 25.1% @ 115% 7 3-Left Tributary 05-06-00 Total Deflection U561 (0.321") 32.1% 4 3 Repetitive n/a Live Deflection U916(0.196") 26.2% 4 3 Construction Type n/a Total Neg. Defl. -0.059" 7.9% 4 2 Max. Defl. 0.321"(Limit: 1") 32.1% 4 3 Live Load 25 PSF Span/Depth 18.9 3 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties Member Slope=0,consider drainage. and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARDTM', BOISE GLULAMTM', VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTM', VERSA-STUD@,ALLJOIST@ and AJSTM'are registered trademarks of Boise Cascade Corporation. ' it Page 1 of 1 BOISE" BC CALC®2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC:RB13 Job Name - Daniel&Suzanne Penni Description - R13 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer ` - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Qo 12 Standard Load-25 PSF 115 PSF Tributary 06-00-00 BO 131 225 Ibs LL 225 Ibs LL 151 Ibs DL 151 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 282 ft-Ibs 2.0% @ 115% 2 1 -Internal End Shear 225 Ibs 2.7% @ 115% 2 1 -Left Slope 0/12 Total Deflection U26273(0.001") 0.7% 2 1 Tributary 06-00-00 Live Deflection U43912(0.001") Repetitive n/a Max. Defl. 0.001"(Limit: 1") 0.1% 2 1 Construction Type n/a Span/Depth 5.0 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, i VERSA-RIM PLUS@, VERSA-STRAND- VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB14 Job Name - Daniel&Suzanne Penni Description - RB14 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Q0 12 Standard Load-25 PSF 115 PSF Tributary 06-06-00 BO 131 225 Ibs LL 225 lbs LL 151 Ibs DL 151 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 282 ft-Ibs 2.0% @ 115% 2 1 -Internal End Shear 225 Ibs 2.7% @ 115% 2 1 -Left Slope 0/12 Total Deflection U26273(0.001") 0.7% 2 1 Tributary 06-00-00 Live Deflection U43912(0.001") Repetitive n/a Max. Defl. 0.001"(Limit: 1") 0.1% 2 1 Construction Type n/a Span/Depth 5.0 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMERS, BCIO, BC RIM BOARD-, BC OSB RIM BOARD7m, BOISE GLULAMTm, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUSO, ' VERSA-STRANDTm, VERSA-STUDO,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB15 Job Name - Daniel&Suzanne Penni Description - RB15 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 115 PSF Tdbuta 04-00-00 BO B1 350 Ibs LL 350 Ibs LL 247 Ibs DL 247 Ibs DL Total Horizontal Length-07-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 07-00-00 25 PSF 15 PSF 04-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1046 ft-Ibs 7.2% @ 115% 2 1 -Internal End Shear 494 Ibs 5.8% @ 115% 2 1 -Left Slope 0/12 Total Deflection U3037(0.028") 5.9% 2 1 Tributary 04-00-00 Live Deflection U5184(0.016") 4.6% 2 1 Repetitive n/a Max. Defl. 0.028"(Limit: 1") 2.8% 2 1 Construction Type n/a Span/Depth 11.6 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 N BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB16 Job Name - Daniel&Suzanne Penni Description Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - -1-10 12 1 Standard Load-25 PSF I 1 PSF Tributary 01-00-00 ,>i,z >.t„K, ,' ;,.,.stz,..:�< ,��. ,ae"vc, ..tb$�...� i x,*�+ 'u a..,. sx :*, ., •;. ,;< "4..sn'�ntn.` .. ci�Zn«... N, ;^ ,m<. ,;:;at. BO B1 1118 Ibs LL 1118 Ibs LL 654 Ibs DL 654 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB12 Conc.Pt. Load Left 01-06-00 01-06-00 2161 Ibs 1235 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2600 ft-Ibs - 16.2% @ 115% 2 1 -Internal Slope 0/12 End Shear 1733 Ibs 23.4% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U5310(0.007") 3.4%v 2 1 Repetitive n/a Live Deflection U8388(0.004") 2.9% 2 1 Construction Type n/a Max.Defl. 0.007"(Limit: 1") 0.7% 2 1 Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular.application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building.codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCIG, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of ,Boise Cascade Corporation. `'' Page 1 of 1 } ■ BOI$E" BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB17 Job Name - Daniel&Suzanne Penni Description - Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Q 0 12 1 Standard Load-25 PSF I IS PSF Tributary 01-00-00 AL BO B1 939 Ibs LL 939 Ibs LL 473 Ibs DL 473 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary ` Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB12 Conc.Pt. Load Left 01-06-00 01-06-00 1802 Ibs 872 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2059 ft-Ibs 12.8% @ 115% 2 1 -Internal Slope 0/12 End Shear 1372 Ibs 18.6% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U6696(0.005") 2.7% 2 1 Repetitive n/a Live Deflection U10017(0.004") 2.4% 2 1 Construction Type n/a Max. Defl. 0.005"(Limit: 1") 0.5% 2 1 Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI®, BC RIM BOARDTm, BC OSB RIM ! BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. ~ •Page,1 of 1 r I B0i8E" BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:47 File Double 1 3/4" x 9 1/2" VERSA-LAM@) 3100 SP Name - G Blakely_Penni.BCC: RB17 Job Name - Daniel&Suzanne Penni Description - Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Qo 12 1 Standard Load-25 PSF I I'S PSF Tributary 01-00-00 BO 131 939 Ibs ILL 939 Ibs LL 473 Ibs DL 473 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 RB12 Conc.Pt. Load Left 01-06-00 01-06-00 1802 Ibs 872 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2059 ft-Ibs 12.8% @ 115% 2 1 -Internal Slope 0/12 End Shear 1372 Ibs 18.6% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U6696(0.005') 2.7% 2 1 Repetitive n/a Live Deflection U10017(0.004") 2.4% 2 1 Construction Type n/a Max. Defl. 0.005"(Limit: 1") 0.5% 2 1 Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCIO, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAM-, VERSA-LAM®,VERSA-RIMS, VERSA-RIM PLUSO, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE" BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:47 File Triple 1 3/4" x 7 1/4" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: RB18 Job Name - Daniel&Suzanne Penni Description - RB18 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 115 PSF Tributary 03-00-00 BO 61 375 Ibs LL 375 Ibs LL 279 Ibs DL 279 Ibs DL Total Horizontal Length-10-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 10-00-00 25 PSF 15 PSF 03-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1634 ft-Ibs 11.3% @ 115% 2 1 -Internal End Shear 575 Ibs 6.8% @ 115% 2 1 -Left Slope 0/12 Total Deflection U1360(0.088") 13.2% 2 1 Tributary 03-00-00 Live Deflection U2371 (0.051") 10.1% 2 1 Repetitive n/a Max. Defl. 0.088"(Limit: 1") 8.8% 2 1 Construction Type n/a Span/Depth 16.6 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@, BC FRAMER®, BCI@, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTTM, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. " Page.1 of 1 BOiSE- BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:47 File Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB19 Job Name - Daniel&Suzanne Penni Description - RB19 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 115 PSF Tributary 06-06-00 77771 BO B1 569 Ibs LL 569 Ibs LL 379 Ibs DL 379 Ibs DL Total Horizontal Length-07-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 07-00-00 25 PSF 15 PSF 06-06-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1658 ft-Ibs 11.5% @ 115% 2 1 -Internal End Shear 784 Ibs 9.3% @ 115% 2 1 -Left Slope 0/12 Total Deflection U1915(0.044") 9.4% 2 1 Tributary 06-06-00 Live Deflection U3190(0.026") 7.5% 2 1 Repetitive n/a Max. Defl. 0.044"(Limit: 1") 4.4% 2 1 Construction Type n/a Span/Depth 11.6 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-,.BC OSB RIM BOARD'rm, BOISE GLULAM rm, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND'm, VERSA-STUDS,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 4 y. BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:47 File Triple 1 3/4" x 7 1/4" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:RB20 Job Name - Daniel&Suzanne Penni Description Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1--ic 12 Standard Load-25 PSF 115 PSF Tributary 06-06-00 AL AL ad BO B1 813 Ibs LL 813 Ibs LL 541 Ibs DL 541 Ibs DL Total Horizontal Length-10-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 10-00-00 25 PSF 15 PSF 06-06-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3384 ft-Ibs 23.4% @ 115% 2 1 -Internal End Shear 1190 Ibs 14.1% - @ 115% 2 1 -Left Slope 0/12 Total Deflection U656(0.183") 27.4% 2 1 Tributary 06-06-00 Live Deflection U1094(0.11") 21.9% 2 1 Repetitive n/a Max. Defl. 0.183"(Limit: 1") 18.3% 2 1 Construction Type n/a Span/Depth 16.6 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180).Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection,criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCIG, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS®, VERSA-STRANDTTM, VERSA-STUD@,ALLJOISTS and AJSTm are registered trademarks of Boise Cascade Corporation. E fi Page 1 of 1: BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,200311:52 File Triple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB21 Job Name - Daniel&Suzanne Perini Description - RB21 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1__1c 12 Standard Load-25 PSF 1 15 PSF Tributary 12-00-00 Ak 04-06-00 Ak 04-06-00 Ak 04-06-00 Ak 04-06-00 Ak 04-06-00 Ak BO 131 B2 B3 B4 B5 604 Ibs LL 1615 Ibs LL 1537 Ibs LL 1537 Ibs LL 1615 Ibs LL 604 Ibs LL 345 Ibs DL 988 Ibs DL 850 Ibs DL 850 Ibs DL 988 Ibs DL 345 Ibs DL Total Horizontal Length-22-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-06-00 25 PSF 15 PSF 12-00-00 115 Member Type: - Roof Beam Number of Spans - 5 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1118 ft-Ibs 4.6% @ 115% 6 1 -Right End Shear 557 lbs 5.0% @ 115% 4 1 -Left Slope 0/12 Cont.Shear 969 Ibs 8.7% @ 115% 6 1 -Right Tributary 12-00-00 Total Deflection U13628(0.004") 1.3% 4 1 Repetitive n/a Live Deflection U19574(0.003") 1.2% 4 1 Construction Type n/a Total Neg. Defl. -0.001" 0.2% 4 2 Max. Defl. 0.004"(Limit: 1") 0.4% 4 1 Live Load 25 PSF Span/Depth 5.7 1 Dead Load 15 PSF Part Load 0 PSF Duration 115 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(U240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 3". above is based upon building Minimum bearing length for B4 is 3". code-accepted design properties Minimum bearing length for B5 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 Member Slope=0,consider drainage. with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, :VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page of 1..' BOWE" BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:52 File Triple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB22 Job Name - Daniel&Suzanne Penni Description - RB22 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - BO 61 37 Ibs LL 38 Ibs LL 224 Ibs DL 224 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 EXT WALL Unf.Lin. Load Left 00-00-00 03-00-00 0 PLF 120 PLF n/a 90 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 168 ft-Ibs 0.9% @ 90% 1 1 -Internal Slope 0/12 End Shear 106 Ibs 1.2% @ 90% 1 1 -Left Tributary 01-00-00 Total Deflection U85159(0") Repetitive n/a Live Deflection U592805(0") Construction Type n/a Max.Defl. 0"(Limit: 1") Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUDO,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. 4 Page 1 of 1 BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:52 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: RB23 Job Name - Daniel&Suzanne Penni Description - RB23 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1 BO 131 38 Ibs LL 38 Ibs LL 157 Ibs DL 157 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 WALL Unf.Lin. Load Left 00-00-00 03-00-00 0 PLF 80 PLF n/a 90 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 117 ft-Ibs 0.9% @ 90% 1 1 -Internal Slope 0/12 End Shear 74 Ibs 1.3% @ 90% 1 1 -Left Tributary 01-00-00 Total Deflection U76381 (0") Repetitive n/a Live Deflection U395203(0") Construction Type n/a Max. Defl. 0"(Limit: 1") Span/Depth 3.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VE RSA-STRAN D TM', VERSA-STUDS,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page i of 1. BOiSE" BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:53 File Triple 1 3/4" x 7 1/4" VERSA-LAM®3100 SP Name - G Blakely_Penni.BCC:RB24 Job Name - Daniel&Suzanne Penni Description - Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 115 PSF Tributary 06-06-00 BO 131 244 Ibs LL 244 Ibs LL 162 Ibs DL 162 Ibs DL Total Horizontal Length-03-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-00-00 25 PSF 15 PSF 06-06-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 305 ft-Ibs 2.1% @ 115% 2 1 -Internal End Shear 243 Ibs 2.9% @ 115% 2 1 -Left Slope 0/12 Total Deflection U24332(0.001") 0.7% 2 1 Tributary 06-06-00 Live Deflection U40534(0.001") Repetitive n/a Max. Defl. 0.001"(Limit: 1") 0.1% 2 1 Construction Type n/a Span/Depth 5.0 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCIG, BC RIM BOARD7m, BC OSB RIM BOARDTm,BOISE GLULAM7m, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJS1m are registered trademarks of ` Boise Cascade Corporation. I ..Page 1 of 1, BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:55 File Triple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP Name - G Blakely_Penni.BCC:RB25 Job Name - Daniel&Suzanne Penni Description - RB25 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-25 PSF 11.5 PSF Tributary 02-00-00 BO B1 325 Ibs LL 325 Ibs LL 286 Ibs DL 286 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 25 PSF 15 PSF 02-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1986 ft-Ibs 8.3% @ 115% 2 1 -Internal End Shear 537 Ibs 4.8% @ 115% 2 1 -Left Slope 0/12 Total Deflection U1936(0.081") 9.3% 2 1 Tributary 02-00-00 Live Deflection U3642(0.043") 6.6% 2 1 Repetitive n/a Max. Defl. 0.081"(Limit: 1") 8.1% 2 1 Construction Type n/a Span/Depth 16.4 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD7m, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 w BOISE' BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 11:57 File Triple 1 3/4" x 9 1/2" VERSA-LAM@) 3100 SP Name - G Blakely_Penni.BCC:RB26 Job Name - Daniel&Suzanne Penni Description - RB26 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Q0 12 1 BO 131 31 Ibs LL 31 Ibs LL 86 Ibs DL 86 Ibs DL Total Horizontal Length-02-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 02-06-00 25 PSF 15 PSF 01-00-00 115 Member Type: - Roof Beam 1 EXT WALL Unf.Lin. Load Left 00-00-00 02-06-00 0 PLF 40 PLF n/a 90 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 73 ft-Ibs 0.3% @ 115% 2 1 -internal Slope 0/12 End Shear 43 Ibs 0.4% @ 115% 2 1 -Left Tributary 01-00-00 Total Deflection U278864(0") Repetitive n/a Live Deflection U1048833(0") Construction Type n/a Max. Defl. 0"(Limit: 1") Span/Depth 3.2 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Member Slope=0,consider drainage. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUDS,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. - Page 1 of 1 006F BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 13:27 File Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP Name - G Blakely_Penni.BCC: F601 Job Name - Daniel&Suzanne Perini Description - FB1 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 ` Misc - Standard Load-40 PSF 110 PSF Tributary 14-00-00 Ak Ak BO 131 1120 lbs LL 1120 lbs LL 299 lbs DL 299 lbs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 40 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1419 ft-lbs 10.2% @ 100% 2 1 -Internal End Shear 857 Ibs 13.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U5876(0.008") 4.1% 2 1 Tributary 14-00-00 Live Deflection L/7442(0.006") 4.8% 2 1 Repetitive n/a Span/Depth 5.1 1 Construction Type n/a Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(U240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 1-1/2". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJS1m are registered trademarks of Boise Cascade Corporation. 1 Page 1 of 1 0 BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 13:27 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:F1302 Job Name - Daniel&Suzanne Penni Description - FB2 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO.5512, BOCA 98-52,SBCCI 9852 Misc - BO B1 1525 Ibs LL 1525 Ibs LL 654 Ibs DL 654 Ibs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 40 PSF 10 PSF 10-00-00 100 Member Type: - Floor Beam 1 ROOF Unf.Area Load Left 00-00-00 04-00-00 25 PSF 15 PSF 14-06-00 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2179 ft-Ibs 13.6% @ 115% 3 1 -Internal Slope 0/12 End Shear 1316 Ibs 17.8% @ 115% 3 1 -Left Tributary 10-00-00 Total Deflection U3826(0.013") 6.3% 3 1 Repetitive n/a Live Deflection U5465(0.009") 6.6% 3 1 Construction Type n/a Span/Depth 5.1 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(1-1360)Live load deflection criteria. Minimum bearing length for BO is 1-1/2". Disclosure Minimum bearing length for 61 is 1-1/2". . The completeness and accuracy of Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD7m, BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRANDTM, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 M BOISE' BC CALL®2002 DESIGN REPORT - US Thursday,June 05,2003 13:27 File Triple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: F603 Job Name - Daniel&Suzanne Perini Description - FB3 Address - 58 Halloway Drive Specifier - j City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1 Standard Load-40 PSF 11.0 PSF Tributary 09-06-00 03-06-00 03-00-06 000-00 03-06-00 BO 61 B2 B3 B4 1137 Ibs LL 2940 Ibs LL 2566 Ibs LL 2940 Ibs LL 1137 Ibs LL 457 Ibs DL 1253 Ibs DL 824 Ibs DL 1253 Ibs DL 457 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 40 PSF 10 PSF 09-06-00 100 Member Type: - Floor Beam 1 ROOF Unf.Area Load Left 00-00-00 13-00-00 25 PSF 15 PSF 14-06-00 115 Number of Spans - 4 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 1354 ft-Ibs 5.6% @ 115% 8 4-Left Slope 0/12 End Shear 748 lbs 6.7% @ 115% 4 1 -Left Tributary 09-06-00 Cont.Shear 1411 Ibs 12.7% @ 115% 6 1 -Right Repetitive n/a Total Deflection U13448(0.003") 1.8% 4 1 Construction Type n/a Live Deflection U17899(0.002") 2.0% 4 1 Total Neg. Defl. -0.001" Live Load 40 PSF Span/Depth 4.4 1 i Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for 61 is 3". who would rely on the output as Minimum bearing length for B2 is 3". evidence of suitability for a Minimum bearing length for B3 is 3". particular application. The output Minimum bearing length for B4 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUDS,ALLJOIST®and AJSTm are registered trademarks of Boise Cascade Corporation. Page,1 of 1 0 BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,200313:27 File Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:F604 Job Name - Daniel&Suzanne Penni Description - F134 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF i 10 PSF Tributary 12-06-00 Ak BO 131 1500 Ibs LL 1500 Ibs LL 403 Ibs DL 403 Ibs DL Total Horizontal Length-06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 12-06-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2855 ft-Ibs 20.5% @ 100% 2 1 -Internal End Shear 1401 Ibs 21.8% @ 100% 2 1 -Left Slope 0/12 Total Deflection U1946(0.037") 12.3% 2 1 Tributary 12-06-00 Live Deflection U2469(0.029") 14.6% 2 1 Repetitive n/a Span/Depth 7.6 1 Construction Type n/a Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(U240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTTM, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 13:27 File Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP Name - G Blakely_Penni.BCC: FB05 Job Name - Daniel&Suzanne Penni Description - F65 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-60 PSF 115 PSF Tributa 08-00-00 I 03-00-00 AL 03-00-00 03-00-00 Ak 03-00-00 Ak BO B1 B2 B3 B4 643 Ibs LL 1723 Ibs LL 1646 Ibs LL 1723 Ibs LL 643 Ibs LL 152 Ibs DL 443 Ibs DL 360 Ibs DL 443 Ibs DL 152 Ibs DL Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 60 PSF 15 PSF 08-00-00 100 Member Type: - Floor Beam Number of Spans - 4 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 626 ft-Ibs 4.5% @ 100% 8 3-Right End Shear 313 Ibs 4.9% @ 100% 4 1 -Left Slope 0/12 Cont.Shear 640 Ibs 10.0% @ 100% 6 1 -Right Tributary 08-00-00 Total Deflection U23465(0.002") 1.0% 4 1 Repetitive n/a Live Deflection U27684(0.001") 1.3% 4 1 Construction Type n/a Total Neg. Defl. -0.001" Span/Depth 3.8 1 Live Load 60 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 is 3". the input must be verified by anyone Minimum bearing length for B2 is 3". who would rely on the output as Minimum bearing length for B3 is 3". evidence of suitability for a Minimum bearing length for B4 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAM-, VERSA-LAMO,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 13:32 File Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC: F1306 Job Name - Daniel&Suzanne Penni Description - F136 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-60 PSF 115 PSF Tributary 04-06-00 03-02-00 03-02-00 03-02-00 Ak03-02-00 BO B1 B2 B3 B4 382 Ibs LL 1023 Ibs LL 977 Ibs LL 1023 Ibs LL 382 Ibs LL 101 Ibs DL 295 Ibs DL 240 Ibs DL 295 Ibs DL 101 Ibs DL Total Horizontal Length-12-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-08-00 60 PSF 15 PSF 04-06-00 100 Member Type: - Floor Beam Number of Spans - 4 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 402 ft-Ibs 1.9% @ 100% 8 4-Left End Shear 205 Ibs 2.1% @ 100% 4 1 -Left Slope 0/12 Cont.Shear 405 lbs 4.2% @ 100% 8 4-Left Tributary 04-06-00 Total Deflection U52261 (0.001") Repetitive n/a Live Deflection U61612(0.001") Construction Type n/a Total Neg. Deft. -0" Span/Depth 4.0 1 Live Load 60 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 3". the input must be verified by anyone Minimum bearing length for B2 is 3". .who would rely on the output as Minimum bearing length for B3 is 3". evidence of suitability for a Minimum bearing length for B4 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide J and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARDTM BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTM, VERSA-STUD@,ALLJOIST@ and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE" BC CALL®2002 DESIGN REPORT - US Thursday,June 05,2003 14:47 File Triple 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:FB11 Job Name - Daniel&Suzanne Penni Description - F137 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - n Standard Load-40 PSF 11.0 PSF Tributary 01-00-06 AL BO B1 1250 Ibs LL 648 Ibs ILL 611 Ibs DL 429 Ibs DL Total Horizontal Length-09-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-00 40 PSF 10 PSF 01-00-00 100 Member Type: - Floor Beam 1 FB11 Conc.Pt. Load Left. 02-08-00 02-08-00 1500 Ibs 569 Ibs n/a 100 Number of Spans - 1 2 Conc.Pt. Load Left 05-06-00 05-06-00 38 Ibs 224 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 4681 ft-Ibs 14.7% @ 100% 2 1 -Internal Tributary 01-00-00 End Shear 1780 Ibs 14.8% @ 100% 2 1 -Left Repetitive n/a Total Deflection U2668(0.04") 9.0% 3 1 Construction Type n/a Live Deflection U4163(0.026") 8.6% 3 1 Span/Depth 9.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 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 particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. r Page 1 of 1 BOWE" BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 13:54 File Double 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: F1309 Job Name - Daniel&Suzanne Penni Description - F68 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - .SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF 110 PSF Tributary 12-06-00 E__ AL BO 61 1625 Ibs LL 1625 Ibs LL 442 Ibs DL 442 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-06-00 40 PSF 10 PSF 12-06-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 3359 ft-Ibs 17.5% @ 100% 2 1 -Internal End Shear 1471 Ibs 19.3% @ 100% 2 1 -Left Slope 0/12 Total Deflection U2535(0.031") 9.5% 2 1 Tributary 12-06-00 Live Deflection U3225(0.024") 11.2% 2 1 Repetitive n/a Span/Depth 6.9 1 Construction Type n/a Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(U240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy-of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCIO, BC RIM BOARD-, BC OSB RIM BOARD1m, BOISE GLULAM-, VERSA-LAM@,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUDS,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. l +,Page 1 of 1 BOISE' BC CALC®2002 DESIGN REPORT - US Thursday,June 05,200313:51 File Triple 1 3/4" x 11 1/4" VERSA-LAM® 3100 SP Name - G Blakely_Penni.BCC:FB07 Job Name - Daniel&Suzanne Penni Description - F69 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - n Standard Load-40 PSF 110 PSF Tributary 01-00-00 ----- ---- --- - ._ --• - - - -- ........ - - - BO 61 1444 Ibs LL 818 Ibs LL 741 Ibs DL 437 Ibs DL Total Horizontal Length-11-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-06-00 40 PSF 10 PSF 01-00-00 100 Member Type: - Floor Beam 1 RB12 Conc.Pt. Load Left 02-00-00 02-00-00 901lbs 436lbs n/a 115 Number of Spans - 1 2 RB12 Conc.Pt. Load Left 05-06-00 05-06-00 901 Ibs 436 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 6331 ft-Ibs 19.1% @ 115% 3 1 -Internal Tributary 01-00-00 End Shear 2123 Ibs 16.2% @ 115% 3 1 -Left Repetitive n/a Total Deflection U1262(0.109") 19.0% 3 1 Construction Type n/a Live Deflection U1913(0.072") 18.8% 3 1 Span/Depth 12.3 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure 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 particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE" BC CALC®2002 DESIGN REPORT - US Thursday,June 05,2003 13:48 File Triple 1 3/4" x 11 1/4" VERSA-LAM(R) 3100 SP Name - G Blakely_Penni.BCC: FBO8 Job Name - Daniel&Suzanne Penni Description - FB10 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF 110 PSF Tributary 11-06-00 BO 61 4102 Ibs LL 3350 Ibs LL 1590 Ibs DL 1160 Ibs DL Total Horizontal Length-11-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-06-00 40 PSF 10 PSF 11-06-00 100 Member Type: - Floor Beam 1 RB12 Conc.Pt. Load Left 02-00-00 02-00-00 1081 Ibs 618 Ibs n/a 115 Number of Spans - 1 2 RB12 Conc.Pt. Load Left 05-06-00 05-06-00 1081 Ibs 618 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 16409 ft-Ibs 49.5% @ 115% 3 1 -Internal Tributary 11-06-00 End Shear 5137 Ibs 39.1% @ 115% 3 1 -Left Repetitive n/a Total Deflection U461 (0.299") 52.0% 3 1 Construction Type n/a Live Deflection U637(0.217") 56.5% 3 1 Span/Depth 12.3 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure 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 particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAME),VERSA-RIME), VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOIST®and AJSTm are registered trademarks of Boise Cascade Corporation. N • z Page 1 of 1 M BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,200314:28 File Triple 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: FB10 Job Name - Daniel&Suzanne Penni Description - F611 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - � 2 Standard Load-40 PSF 110 PSF Tributary 06-00-00 BO 131 1500 Ibs LL 1500 Ibs LL 569 Ibs DL 569 Ibs DL Total Horizontal Length-12-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-06-00 40 PSF 10 PSF 06-00-00 100 Member Type: - Floor Beam 1 1/2 WALL Unf.Lin. Load Left 00-00-00 03-00-00 0 PLF 30 PLF n/a 90 Number of Spans - 1 2 1/2 WALL Unf.Lin. Load Right 00-00-00 03-00-00 0 PLF 30 PLF n/a 90 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 6319 ft-Ibs 21.9% @ 100% 2 1 -Internal Tributary 06-00-00 End Shear 1744 Ibs 15.3% @ 100% 2 1 -Left Repetitive n/a Total Deflection U1048(0.143") 22.9% 2 1 Construction Type n/a Live Deflection U1417(0.106") 25.4% 2 1 Span/Depth 13.3 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 61 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 particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERS, BCIS, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM—, VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDTm, , VERSA-STUDS,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 M BOISE' BC CALCO 2002 DESIGN REPORT - US Thursday,June 05,2003 14:56 File Triple 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: FLOOR 2\FB12 Job Name - Daniel&Suzanne Penni Description - FB12 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - i Standard Load-40 PSF l 10 PSF Tributa 10-00-00 - _ BO 131 2500 Ibs LL 2500 Ibs LL ; 729 Ibs DL 729 Ibs DL Total Horizontal Length-12-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-06-00 40 PSF 10 PSF 10-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 10090 ft-Ibs 35.0% @ 100% 2 1 -Internal End Shear 2744 Ibs 24.0% @ 100% 2 1 -Left Slope 0/12 Total Deflection U658(0.228") 36.4% 2 1 Tributary 10-00-00 Live Deflection U850(0.176") 42.3% 2 1 Repetitive n/a Span/Depth 13.3 1 Construction Type n/a Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(U240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND-, VERSA-STUDO,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSE" BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 14:57 File Double 1 3/4" x 11 1/4" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC: FLOOR 2\FB13 Job Name - Daniel&Suzanne Penni Description - FB13 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - Standard Load-40 PSF 11.0 PSF Tributary 06-00-00 BO 61 780 Ibs LL 780 Ibs LL 231 Ibs DL 231 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-06-00 40 PSF 10 PSF 06-00-00 100 Member Type: - Floor Beam - Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1643 ft-Ibs 8.6% @ 100% 2 1 -Internal End Shear 719 Ibs 9.4% @ 100% 2 1 -Left Slope 0/12 Total Deflection U5185(0.015') 4.6% 2 1 Tributary 06-00-00 Live Deflection U6720(0.012") 5.4% 2 1 Repetitive n/a Span/Depth 6.9 1 Construction Type n/a Live Load 40 PSF NOTES: Dead Load 10 PSF Design meets Code minimum(U240)Total load deflection criteria. Part Load 0 PSF Design meets Code minimum(U360)Live load deflection criteria. Duration 100 Minimum bearing length for BO is 1-1/2". Minimum bearing length for 81 is 1-1/2". Disclosure Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI@, BC RIM BOARD'"', BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTM'are registered trademarks of Boise Cascade Corporation. Page 1 of 1 ■ BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 14:59 File Triple 1 3/4" x 7 1/4" VERSA-LAM@ 3100 SP Name, - G Blakely_Penni.BCC:FLOOR 2\FB14 Job Name - Daniel&Suzanne Perini Description - Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable, MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 2 1 Standard Load-40 PSF 110 PSF Tributary(Ak 1-00-00 03-02-00 03-02-00 03-02-00 BO 131 B2 B3 61 Ibs LL 160 Ibs LL 379 Ibs LL 167 Ibs LL 128 Ibs DL 347 Ibs DL 408 Ibs DL 154 Ibs DL Total Horizontal Length-09-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-06-00 40 PSF 10 PSF 01-00-00 100 Member Type: - Floor Beam 1 FLOOR Unf.Area Load Left 05-06-00 09-06-00 40 PSF 10 PSF 02-00-00 100 Number of Spans - 3 2 WALL Unf.Lin. Load Left 00-00-00 09-06-00 0 PLF 80 PLF n/a 90 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 226 ft-Ibs 1.8% @ 100% 7 3-Left Tributary 01-00-00 End Shear 176 Ibs 2.4% @ 100% 4 3-Right Repetitive n/a Cont.Shear 307 Ibs 4.2% @ 100% 7 3-Left Construction Type n/a Total Deflection U37152(0.001") 0.6% 4 3 Live Deflection U65658(0.001") Live Load 40 PSF Total Neg. Deft. -0" Dead Load 10 PSF Span/Depth 5.2 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 3". particular application. The output Minimum bearing length for B3 is 1-1/2". above is based upon building code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARDTM, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 r I . BOISE' BC CALC@ 2002 DESIGN REPORT - US Thursday,June 05,2003 11:37 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP Name - G Blakely_Penni.BCC:RB01 Job Name - Daniel&Suzanne Penni Description - RB1 Address - 58 Halloway Drive Specifier - City,State,Zip - West Barnstable,MA Designer - Joe Madera Customer - George Blakley Company - SHEPLEY WOOD PRODUCTS Code reports - ICBO 5512, BOCA 98-52,SBCCI 9852 Misc - 1--lc 12 Standard Load-25 PSF 11.5 PSF Tributary 04-08-00 BO 61 758 Ibs LL 758 Ibs LL 516 Ibs DL 516 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 13-00-00 25 PSF 15 PSF 04-08-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4141 ft-Ibs 25.8% @ 115% 2 1 -Internal End Shear 1119 Ibs 15.1% @ 115% 2 1 -Left Slope 0/12 Total Deflection U619(0.252") 29.1% 2 1 Tributary 04-08-00 Live Deflection U1040(0.15') 23.1% 2 1 .' Repetitive n/a Max. Defl. 0.252"(Limit: 1") 25.2% 2 1 Construction Type n/a Span/Depth 16.4 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure 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 Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER@, BCI@, BC RIM BOARD-/BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND rm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of .'Boise Cascade Corporation. s Page 1,of 1 I t i l i Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR j Registration:`-.104514 Expiration:-7/14/2004 Type:•Individual GEORGE W.BL.AKELY i George Blakely 130 Redwing L.n/P.O.Box 206 �,, Barnstable,MA 02630 Administrator ✓tie -I-Aw-dweQa 4.. BOARD OF BUILDING REGULATIONS i License: CONSTRUCTION SUPERVISOR i Number:.CS 014344 Bird daim-03/26/1950 Expires:03/20/2004 Tr.no: 18922 - Restricted:-00; GEORGE W BLAKELY`.;.`. 130 REDWING LWPO 90X-206 BARNSTABLE, MA 02630 Administrator VDAC Travel"sPropertycasualtyr I nef�.f7hm-nGro p J WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (7PJUB-679X865-3-02) RENEWAL OF (7PJUB-679X865-3-01 ) INSURER: THE TRAVELERS INDEMNITY COMPANY OF ILLINOIS NCCI CO CODE: 13579 1. INSURED: PRODUCER: BLAKELEY, GEORGE , W. RIDER RISK SPECIALISTS P.O. BOX 206 50 RT 28A BARNSTABLE MA 02630 PO BOX 115 CATAUMET MA 02534-0115 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period'is from 12-12-02 to 12-12-03 12:01 A.M. at the insured's malling addresss. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: _ MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in Rem 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT WC 20 03 06 D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 12-05-02 WC ST ASSIGN: MA OFFICE: DIRECT ASSIGNMENT 701 1 . s I5( - - 06 1` IVW 1102 1 678 of `IW W. WIN" PATH (TO BE / RE-ESTABUSM) , t 9.t 9.8 FL00OZONE EL 11.0' t 2• i.3 SALT IV; yr �� oN a 9N 4 \ b � 8 f A off! b 4.8 A SA _ EwST. GAR. DISCONTIGUOUS TOWN SAM EAST. DWELL � r 1Fe53.0•GRA a / VM DRIVE `f0• a sus IAW a PROPOSED ADDITIONS ! h LAWN �s (HATCHED AREAS) l E1oST.:St (RE-USE! o TH �� 7n fgl1W aREMOVE / LEAW INT 04 D ? <NI .� Application to 01b Rinq'o 3�igbhiap Regional J19i.5taric Miotrict Committee In the Town of Barnstable TOWN OF BARNSTABLE CERTIFICATE OF APPROPRIATENESS3 BAR 20 PM 3: 16 Application is hereby made, with four complete sets, for the issuance of a Certificate•of AApproprteeder-section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as'describleu �b w and on plans, drawings, or photographs accompanying this application for. CHECK CATEGORIES THAT APPLY: 1.- Exterior building construction: ❑ New ® Addition ❑x Alteration Indicate type of building: El House ❑ Garage' ❑ Commercial ❑ Other 2. Exterior Painting: 3. Signs or Billboards: ❑? New Sign ❑ Existing Sign . ❑ Repainting Existing Sigri. 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other - g o0 TYPE OR PRINT LEGIBLY: DATE 3/20/03 i z� �n�.. ADDRESS OF PROPOSED WORK 58 Holyay Drive ASSESSOR'S MAP NO. T36 Yes t"3Y11 5 L F OWNER Daniel &. Suzanne Penni ASSESSOR'S LOT NO. 3 z HOMEADDRESS_ 25 Angela Way, W. ,:..Barnstable 0.2668' TELEPHONE NO. 362-c224V) FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any .public street or way. (Attach additional sheet if necessary.) 027 : Wilfred & Kassler H. Mamuva , 27 Bu ning `Tree Lane , W Barnstable 02668 03.2 : Richard A. Hoffstein , 108 Nehoiden . Road . Newton 02468- 034.: John J. _. & Fay F. kenne.fi-ck, Trs : , POB 849 , W. Barnstable 02668 03:8:: . John E. Brennan , 51 HolGray Drive; W. Barnstable 02668-. Town of Barnstable Conservation AGENT OFZaN TM Norths;de Design Associates TELEPHONE NO. 362-2210 ADDRESS 141 Main Street , Yarmouthport , MA 02675 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Remove roof; new roof with dormers , as per plan . k2- age , new decks , 'new doors and windows as per plan.SigneAgent Gordon Clark III , Agent For Committee Use Only This Certificate is hereby Date �- U Approved/Denied � Committee Members' Sig res: ' 5-8 • H.olway Drive,- West Barnstable Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION Poured concrete Shingled, 3 sides SIDING TYPE Clapboard, front COLOR Benjamin Moore Camouflage 2143-40 CHIMNEY TYPE Stucco COLOR White w/black strip ROOF MATERIAL Red Cedar Shingles. COLOR Natural y PITCH 12/12 .WINDOWS Andersen Double- COLOR White SIZE See plan hungs TRIM COLOR White .DOORS Wood COLORS Benjamin Moore Chestnut 2082-10 `.SHUTTERS N/A COLORS GUTTERS Alum. COLORS White DECKSAs shown on plans MATERIALS ptW frame , mahogany lx4 decking GARAGE DOORS Custom wood with COLORS Benjamin Moore Storm Cloud windows 2140-40 SKYLIGHTS N/A SIZE COLORS SIGNS N/A COLORS FENCE N/A COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 .. .,,: � �- � .-i .•�tt ) c. -r. :.'.1':"4,�`�►T"'t-r.,,� ruii..,..�:.�pa 'i." �:•i,i-- � :'1�' i".""�ya-� r . .:d -, 'rL'�.}, _ . oFNNETpk� The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services MASS. 4 i639_p�FDMA�N Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862`-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection + / Location /Ya/ /V/;s/ Permit Number Owner Builder A�"-O• RZ,9.Yl Y y One notice to remain on job site, one notice on file in Building Department. The following items need correcting: °,y<. RAO/� Z�i t 1,W. x'So (3) &V-e5 r Ga-ri4 ycv r t0 . o y r S, �r�. ��) r kL° �LAC`e• L, R l u SP�GY e9Al6-V5 T Vto V7' 1. Caen-rAlrTo ;v S M. 9 6 D VyAlI' Tzad as L-oK. c g#wa y To a s /s GMil' F; tte Pllyct ,'Ae,-r 64Ce, J-- [?A[ oFGtl y-e 17- 1v9 6-7) Kqmovp cs--rr-gr rp-om c-#,m -L- F/ 14&e4 f13i�js/l� II Please call: 5088-862-4038 for re-inspection. Inspected by 13-;11V�A DateT�;,? - Loo Assessor's map and lot number ....1..................................... UST BE SEPTIC SYSTEM M INSTALLED IN COMPLIANCE Sewage Permit number WITH ARTICLE 11 STATE 1 ......................... SANITARY CODE AND TOWN y�i?N E t�� TOWN OF BARNS GIJTIXS, BLE Z BASHSTADL& 16 9�.pr. BUILDING INSPECTOR 'EO YPY " ` �� l� l��vellr� L 5 APPLICATION FOR PERMIT TO .............. . ............................................ ��' :.:........ ... .... ................. ................. TYPE OF CONSTRUCTION .................W.��? 4! r'''! ...............................................:....................... ............. .......... D I ............`...�........19.7 3 ............. ... TO T E INSPECTOR OF BUILDINGS: The undersigned hereby applies forJa permit according to the following information: Location ......... '.0 ... ..... / ................ 6�r.......................Q r, l�NS�........ ProposedUse ........... ..(.... ................................................................................................................................... Zoning District .....` .......0...........................................................Fire District .... .... ............... Name of Owner ..'( q1, l 4...�:....�.fa rt^-.................Address .../�lo(�i ...... .... .... .... ................ Name of Builder .... /..4.h.a.r. ...... r'CJ 5 o Address ...t'��/ rI00 ('e ✓. (:.e..`...rG`1-. 1 / Nameof Architect .......................................... '.....................Address.... ...............................................p.................................... Number of Rooms Foundation ........ C �r a J{ Exterior ..... ..... :..........:................ .. . .15...........................Roofng ..............�..`.c..:Floors ........:�.�y Lj..0 �.�"'...................................................Interior .........1.�.PC�....1`.o Z V .... Heating :0.................N� ....�!`�a-.� ........... .....Plumbing ................`.. ..........�...T.�........................... p U.'s.ed ...............C�.e.�'.....e... .......Approximate Cost ...... .................................................... � Fireplace ..... / ...............©........................................ Definiti"ve Plan Approved by Planning Board -----------__—___-----------19_______. Area .................. /.....as ....... Diagram of Lot and Building with Dimensions— Fee ��� .: ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH .° A I � 56 •J 76 I I Deb S D,�D I hereby agr'e to conform to all the`Rules.and Regulations of the-Town of Barnstable regarding the above constru�c}}ion. Name . ....... ...................... ........................ ............. Starek, -David B. No ...16782 1 1/2 story .............. Permit for ..........;.................. ..... 1 f J ly dwelling ........... ...................... ......... ............ n... ........ ........... Holway Drive Location ....................................... ..... .................. O West Barnstable ............................................................................... Owner .........David..B. Star c k ........ .. .. . ........ . .. Type of Construction .............................frame............. ................................................................................ Plot ............................ Lot ........+18 0 ........................ Permit Granted ........Pecember..10.......19 73 - I//a 17 / o& Date of Inspection ............ 19 Date Completed (/s Lf 9 PERMIT REFUSED ............................................. ............ 19 ................. . ................ ...................................... ..................... ................................................. ........ ................................................................................ TIA ......................................................... Approved'.. ............................................. 19 .......... .......................... ..................................... ............................................................................... TOP FNDN. AT EL. 53.0' SYSTEM P R U F I LL ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO F MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SY 2' DOUBLE WASHED PEA' RUN PIP£ LEVEL FOR FIRST 2' . EXIST: 1000 GALLON SEPTIC 49.0'f 7/6;�)TANK (H- lO RE-USE BA AFL 48.61' 48.44' C] CJ Gl o 48.34 [� [-IoC3 o o 6' CRUSHED STONE OR MECHANICAL o COMPACTION, (15.221 [23> o `� 2 DEPTH OF FLOW = 4' ( 1.57. SLOPE) < 1 % SLOPE) 3/4, TO 1 1/2' DOUBLE TEE SIZES: INLET DEPTH = 10„ _ " OUTLET DEPTH 14 - FOUNDATION--- EXIST. SEPTIC TANK 26' D' BOX 12' #6 IVW \ll2 078 sf I #7� ' 4' W. MOWED PATH (TO BE RE-ESTABLISHED) 9.7 9.8 9.1 .2 FLOODZONE EL. 11.0' of A' 12.12.6 21 11.3 SALT MARSH � o cp 9N� aI, 24.6 0 PROPOSED LOCATION OF EROSION CONTROLco cry (PLACE TO AVOID EXISTING SHRUBS) o � 4.8 PROP DECK BU BRICK Or+ �C gV,T4V4 c" ISH WELL EXIST. 9 BOX` — GAR. DISCONTIGUOUS TOWN BANK EXIST. DWELL. ?s, tip' o TF4 53.0' a a / GRAVEL / 1 \ 7 \ ` DRIVE/, y Sss. AVM! A co o / LAWN AR PROPOSED ADDITIONS / s, (HATCHED AREAS) EXIST. ST .� (RE—USE) p TH 70 PUMP $ REMOVE LEACH PIT h%4 \ 150' METAL \ TO ALL WELL \ HEAD 02--216 SMOKE DETECTORS O.K. NEW SMOKE DETECTOR REQUIREMENTS r E FZI e c n ARE NOW LAW. EVEN THE ADDITION OF A B NSTABLE BUILDI Gl _PT.. NEW BEDROOM WILL TRIGGER AN UPGRADE OF THE SMOKE DETECTORS FOR THE WHOLE HOUSE. YOU MUST ul PLAN ACCORDINGLY _ - ELECTRICIAN TAKE OUT .HE A _ TE _ - PERMIT AT THE FIRE DEP RT ENT. - - weak`�` r -�� r I r - r- - -- "° -- -L _J - LZ J L--J L� I- -9 S L 9 I o 1 JAI n DIA.Ae'OPCzKc I II I SONOTUSE I ON OGFOCr rra.CT'r.) I I I I s €g • I I � I � �{� I IE �I � e-I Yf C LVL 5 # Wp� .I I I I rls LV WrAOOi�LVL I L ' I IIM Aare Nt I - -- I i ------------------------ LL � I I I "1 W12.0 PROMED eTL 0 - II II I I L J L__J � -Lll--_-_ I z� •� I I I l c"I I---- I I ` V Ac ma ° � I I I x v]� I I I a I I I I O W II II I I II - I I e w cow.FILLNO J I L-------------------------- I "�'r oN ao .Iar�o° ea-I\'■Ra LVL III I-' IIg f BASEMENT I c\coNc.FOOTING T'r. I I I f 1 1r�_� r-L I r_--I I I I I k II I � III I _�I1�tTau cnrf I I -�a - _ I II 1111 •• ~ .Y II oeern+c r--� r--� L.t_J J ' L - I I II I F-----=----------^�clR�z_ I o - - I a I a1 I axlenNa I I I a s - i' -______________1 1 L__J L1..� � I ' OGHiRAGTORTo --- I --_----- _ °sTal"Ne OPENING --� r I..I IIII Ir_--11 I I I I r-I-� IN WALLFaRAes i� I B g 6 �8A gee i I I I I I Ir. -11 L--J I I I a sgag r---- I F1bJIOEm WAD �__> iL _ L. VERY.IN MAIN I I I I 2-1 t"■ K LVL GIRT II I I - I I POUNDAnaN WALL nc I � YI I I 'Mali I----- ---- -• ----------,..- :--- ,I II •. jIII IIII ` G�NNecTw°►ktJrEI OU FOUR I L --—— ---=----- -e or�aNTINue. -iI—J I9'GvC V�H— ERr. � B d i#�g1X1 iL-- I MIT. 'IN IN 4114 IL_— e I To OC I u J' REMOVED FOUNDATION WALL TIN INDICATES # qqS @ I i F°a VISITING. ON I Ie NOT CONTINUWe. I r I I I 7 L ----------L---_ __----- -_ -' OmaMwoP�cuNG I Q z j GARAGE I I — —r---------- I I 0L w J --------------- LJ I I NeX FDN.WALL TO BE I I a. I oARAaa onINR rIu®raa+DAnoNe. I I e'na.P-T' I I I p- N Q I I e•.v awe Tor t mrTa,MAR I I wu.wAu ON CRIAGE REeT FOUNDATION oN Id..W*TRIr FOOTING. I !CHIT Ie'IA' COW-. _ I I I I Z p( � Z I I rROVIDE'Jwe NORIZ OARe Cpl'T_INDTRIP I I FOOTING IOC - I FOanNa uJ RarWAT.LAP For n GAM To I I _-_-_- MAIN WALL DAM.rROVID9 T11ANeMON I —— I Z I I M NroRUNG uv Re NORII.eAM erAcaD I I I `--- -- a'Twc a 4-0' v INRT.•n'o.c.rRw�a v e'm•ANtiiOR I I I I cow. o'I ALL O OOIIt:. eOLTe a 4'- o.0 MAK I I ------------------ N I I FOOTING I I LL j I I NZ pc j I ~TawAAM°RracR Fr. z I I Q a► I I vNw TM OF WALL 12 lu L______________ _______ ________� I Q Q z � I Q -- ------------ ' z Q = O m IL PROPOOCO FOUNDATION PLAN 0 z O � � Q 6 b - 8 g a _ z O . - - 171 ® (D W O 10 N!O 10 WD{tlof)10 w O 10 E P sa g51 � ® 4.•. — � EtiREAKFAST .. .� � to—rvn la Io— uo wDNx�s W wpnea wD1Ga4 ' rIRmL�ca FAMILY RM.- AMI _ _ S : �� SCREENED-PORCH e� -- -- —-------------- - -.---- — ---- ---- -------------------- - ---- M.BEDROOM FUMN - ADWE KITCHEN (� ENTRY/ F ; GALLERY cn ' ~ �! . 1 ' - - owe zQ� -------------------- '� O) NutTRT EM _ TO REMAIN f ' - O O i UN N - I. i e $ Sc' se�L �eT qQ g p$7 -- - 11 - • 7 i TO I.QIAIN ANIE I ' tl�11b � • E 9 . ��'��LLJJ -- �� i O tlae gqgg B D NIN L Epiy a`S$f p g y * HALF GARAGE 4 0 I.4 �+ r gg NN WDH244 waDay Waaw io MBA H s Q, 10 aln s©. d LLI Z w I W Q w Aal MW! (L Z O a W K a O WINDOW SCHEDULE O NO MANUFACTURER MC R.O. REMARKS ANDERSEN WOMM2 2'-10 I/E'xe'-4 7/6' N a ANDERSEN WDk26410 2'-10 I/O'xb'-O 7/0 a z a ANDERSEN WDI4264i W-10 I/E'x4'-b 7/5' L 0 S ANDERSEN W042446 2'-i I/5"x4'-D 7/6' COTTAGE STYLE I� a ANDERSEN WDH2442 2'-6 I/E'x4'-4 7/0' MtOrOlCD a ANDERSEN WPW5646 W-7 0/li'x4'-b 7/e' FIRST FLOOR PLAN . ANDERSEN AMI W-0 1n'x2'-O Sre' 1/4'Ivl'-O" a ANDERSEN ABI V-0 I/2'x2'-0 6ro' kl a ANDERSEN A21 2'-0 6/E'x2'-0 6/E' o to ANDERSEN OVL20W 2'-0 1/2'x9'-0 in' ANDERSEN SKS444i 144 1/2SA4' p 0 Ira ANDERSEN I SKS28SE 126 in•ai• _ NOTE- ALL WINDOWS TO HAVE Ix4 CASING a i( uw/GRILLES 4 INSECT SCREENS n �l G p E F G b 6 ul z yy U W O O - ,y $m$ ..8 S O • c O NOWJMI O �f qa _m O i $ AhOf ANSI 001 AMI ---------------i (= =, . -- ------ ------ --- --- - ------ ----- ---- O O € as �� cn LOFT (VAULTED) ' U S U 10 O Ir E OM (VAOLT ) OM (VA ) 0 a�� O W aO (VAULTED) (VAULTED) ' ) i z Qg. � I e --------__� STORAGE ----- --------------- -- - - ��r e � �---- 4��� ��� ■P ��� ' -I---- ---'--- -- - -- ----- ol NOR -------------- ---------_ - ------ 71. a m _ WZ Z(L ____ ___________-__ ___ toI __ __ _ == _ �z Z a Z m • ;' p � N3 w LL ------------ N Qs SECOND FLOOR PLAN 0 g • � a ty Q STUCCO CHIMNEY 8 ' ® o . .. CON'T RIDGE VENT . RED CEDAR ROOF SHINGLES CON'T RIME VENT - IR yEffl FTI 17 h : P IxE/Ix3 RAKE BD6 c • i Ix4/1%6 CORNER BDS g~ � :. IAIJ LEA WHITE CEDAR SHINGLES �.„ CLAPBOARD SIDINGWEE &ED ED I _. WHITE CEDAR SHINGLESPRAFOGIM Ip 13 S FRONT ELEVATION z Q� STUCCO CHIMNEY yy p pp CON'T RIDGE VENTp��gqiE 6 �eiq �gE CON'T RIDGE VENT RigQ ge Q i RED.CEDAR ROOF SHINGLESLu P. La - - . Q - Z I � � W � Z _ w � Z � Lu N I%S/Ix6 CORNER BD W or EE Q " N 0 6� 11 W C SHINGLES SIDING „� 3 w o Z Q a co ao RZMGVADLR I Iffi LL REAR ELEVATION I I I L----------------------1-----------------A---------------------L----------------- 3 = m . STUCCO CHIMNEY CON'T RIDGE VENT R W Ll RED CEDAR ROOF 64INGLE6 3 HIP" ® Ix9Ylxi CORNER BDS0 E - a W C SHINGLES BIDING Gfi El F L� yy O•.'�Cam/] rnorasm 'Z Q Q'i �. L.SIDE ELEVATION i �F �•qq 66 STUCl.O C 4IMNPY Rg: �• y3� s P E �.gg C eXs � Eli �II 3/3 3 yRgX� ■ i IieD;CEDAR ROOF SHINGLES j C w l w 'o w z o � Q3 LL "" a Ix6/Ix6 CORNER BDS ' 111 Lu 4& z W C SHINGLES SIDING —� cc • ac IR S DE ELEVATION z � Q Now vmrr � W L, _ we cam ewunxnc a • ,. ,.II IN OUIUMNe PAPM A e1-00're6Le.INJUL K ► wLa ~,6WLDr a IdeD if ee=y►teon� . of OWTIT C • U7 00 • 2"a N'O.C. GARAGE emeq(ea Hive.) 3�i .-n recta.[-�ta. 8 � ��_ Ity V—m rwm ._ FlelT rw= �.. 4444 y�y1 iiiFFF o $ — - - - - - - — - - - - - - — - -'— — -.- — -, — — b . � ., _ ;= /� SECTION THRU GARAGE CSTORAGE - ��o •� a,POLIMM Coe.14" • f"'1 f�rn v� " OWTIPO we Noce vexr y STORAGE 4 gill �®p tR�9gd29Q'��L'�87�� --- — - erg ra Prwao eum Haw � � CLU6a IL®�M KI SCREENED _ �Yve+c uouemNlw PORCH GIVING tees eLm.) Q GARAGE c d) a-M FMWL NrWL. t Z K 114- AND NAILm M FlNIT rW01�A w Q B•CCNC. GL eu _ N . .. eAsm•Iekr e oaf nm� � .................................... II s Q K (n > all alll — i e'CGIPACTLL w iD Fl �} 0 BASEMENT e.FcLq m COX.MAID. �- Z Q .............. _ � A � IL SECTION TNRU RA E � S ORA E , 4 _ Lo � o � Q cownNUCUe RIDGE vENC 1 C RAFTSRS —� � e — Qec o CM(SMEATHING LOFT BUILDING PAPER R-ee PMGLe.INGUL N v�•L�� D ele-►LaaR � - eecoND noDR - G 6D ILID,T1T _ .-- --IBCCND R.00R� s L!----- w K -------- -------- , BAD &Crrrr . ENTRY/ i; GALLERY a 4 o &TAIR aff"" 314' DrAND wu BLeam TT _f!M laR� '3 • UfM------ i I�s �NFe v ca+c.WALL - 4��' -STAIR BETMND EASEMENT 4 2SCE 8 'CONC.&LAB , BA&ETIERT&LAB Ca-PACT®FILL! $a R BAemgNT SLAM _ ___li BA&O1QfT LLAe� . 3 SECTION TNRU ENTRY It LOFTul o d , .. CUe RIDGE VENT oil .. a'IC RAPTeM.•. - �. �41 &/b'COX GMEATWING - R�tlb R �'p jgip¢ I�y LppLII ya e¢FAF'G� � •- - - tl ��Y � &F �11a1SyyyYY i 9�y��� � LOFT MATH t�'�a8� 9e� L �e euM-r11dDR pI z — L - •. -- D NAILED TTr7��m'7aT eecaNv Imp ,. P� --- --------- -. � BP .. b IL'C.C. Q W 93 ix MOM9T Q- F 11v m Q a W a G FAMILY RM. &le•D.C. W Z d Q GIVING(SM ELEV&.) w Z m R-M rBGLA.INSUL W 9 Q 3 �7eGFL�L.ppD _ o_ N . nReT rtma L,6LUED ANO WULm nRrr rLaoRss Q � � .' �'•------ 2.10&IP C.C. —� tu �IIIfii� III b PQJRLD CONC.HALL d} W MASEMENT s'CCNC.SLAB BA""u'r SLAM Z J e'o"AC W FILL nOIL / Q\! z --- — , _ BAeEnElvr eLAP11 ILY SECTION TNRU FAMILY ROOM 0 4 � Q c4mTAuo-PIDO[verr ' 10 PAFrM a4+ aA'COX a16AT110K eB ' �' ---- WILDING PAPIM W . P-M FOOLS.INSUL' O BEDROOM a °a'Lit, 210 0 10'O.C. ads aLL•,O.i. -_ IX SORIT � � 6REAKFAS7 KITCHEN DINING RM. .. 7yp FLyylppD DING lam M"G.) fl7 M i z TILMFOOLS:INS iLUS 2.10 a I+'O.C. 200 a W O.C. _ = — FpF�1j{ pp y��y�II pgpg IIgI����qq on"I'lTNrI a 8 & IbG102 WNPA - �'FWPLO COLIC.MULL BASEMENT '-- -.. - 4'&MO Sue . eAec+err,eLAe W CQirKTLD FlLL i ME -.-.-.-.-. -.-.-.-.-.-.—.y. •---•--------- -----------------------.- -.-.-.-.-.-.-.-.-.-.-. 1�•co[� _ C SECTION THRU KITCHEN 4 DINING ROOM ... CONTINUOua IUD"MIT - 210 FAFr01e g 7y6'apJ� 4t °Iq� ICiBSi��ii tB 1M MM'�eNCATNINc ���i��� ' no OUILDINO PAFGP P-50 Fe".INWL Q z W . ----_- W H W a u _ 4 �— ------- — -- ----- W Z °L Ix a71FiT W vJ'OMO y N as a W O.C. Q 8 (11 K . M-BEDROOM MALL r �eT M.SATWROOM M"BEDROOM M.CLOSET TKO aDnrc lam Suva.) +N QQ S/4"" LSD,TTr S/OWSO AND I/AIL® , 3 w ® SO ... P-M FOOLO.MWL z E B Q . IIIIII— �n�lll —III Z Q III IIII� O 0 3 gill a'FWPm CONC-WALL W_ m am"'I'm BASEMENT U_ 4'Clow.0-4n OAGMWr Sue +'COMPAGRD TILL - - - - - - - - - - - - - - - - - r I- - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - �l SECTION THRU M.EIEDROOM 4 M.EtiATH SECTION TN U M.BEDROOM 6 S UDIO = r - W `/' e . G _ D � F ` � � b • ' b 6 Z O C ' A LVL N CR LPL RS�� In jew iVL / t�'� M I L WfAMM g s � g of o e - I I 1 IS t'I VL Q z ; Aa II I GtR�-~C/�� C=) a II II I cn , I - -_-_ II r ww 61R r aN GI II I. lip to 1 r� 11 . I T u wr_ „ WT N r -Wa D L I � - SP __ _ _ wj - (n . a-I t'1IIt'LwJ l _ I ft I t' L rLuaN aRr I r a Y R o I e _ € �� " � � ' SN LVL ' CdOt EI IT rWeN 61ktT M a I IINil 1A-AU C89{4tla7 a •II L L I _ I 1 rLUeN QIRT + tl I I I QIN 1 1 .PULL _-= aR4. 1 � 7-I t'^k LVIT a-0ao NCAD[R � I MGDD1 1 1 I II II II f `I �v/L TAa Z u mQ a-olo a-ano a-cello I � � r Q I NaADlR NaADLR NaADUR I �f W z 1 z 1 Q a I � � w Q O z � co FIR FLOOR PLAN N in 0 V C D E F 4 6 O Q U ZNZ - O g Ix 2A]wl aw 1 OW7 wL 2112 wIP _ _ - k. a ' wGdl7l a LVL - J a;IA%X L . . a_I ti'+nK LVL s i II II I qI . DIRT II • t5 �8i�����115 O wGDR I n 2-ti L OIL -2110 w 'i ' .LV °'2 to �k r rl I - - - ,-, x L LI a�� II II II II FFlM� zQ� " t ., 2-1 •NI L — — .ar W a-1 'N k LVL #.:. f mT po"m - 7 1 b VL pa M G -I t I�L. — — w @ FROM RIDrK — — — — RI I N 61 a-11� L. • „I Do iw — — — y RI C T N - waADGI Da i I - • I _ VL RA2 I r L II II -1 t x L II _ . � y ��� $tl■ � r--- t , •. "II g. 10 II� ' - I NAI _ . -. e�eppy TC7p2CJ�� tle _ . . 1soI .. d le t Y x ' f e-IYAM wL 1 , 61RT I a-I r L L II I S- ' I DW.. , GR NGDO! . aRf..WALL 0-1 LVL LVL w at � n I Q Q �r z I _ = waAD6R Z• w pp waAdalrl LA. 1 n w 11 NO ►m 7 RI�Daa a-I n K LvL J K [a 3 3 z w /R�01t'1 RIDGE[ I(w� 0 S NIACCR LL V N FROFD9CD ROOF FRAMING PLAN 1/40-1'-011 0 o 3