Loading...
HomeMy WebLinkAbout0767 INDEPENDENCE DRIVE (8) i •' n � r »ti� �yjj� 1. , if �' ..n 6 r fir, rl r [r 'r#+,7 + � � Y F v,q. t u 7 77\ .�}, i f 2, r ,, v t a t L y.. :t r <: r'. 4 3 3As,4=1 / t ' , s l d,• t +. d i,r�. } I}s ..: _ i . t, r• _ r + t is t^ i �"" 1. e r+ �, -111­11 t t" +zad �pp� r,S '+9. r� �,r V ,.r a t' ) a5',,� vi P l ,,,....4I J f i, ,. a+ Amoc1­1 -�,,,, r� .. + , 1. .. % —Ig I I - '�a pp .,:s.•.: , ,.'<... >,: „w ) ,Y,.': ,,. 44 y.s4 ,r 1S%Yr •A"^!. C;O,. Yt .. ..: ,f i._ .. „( ,...... t /. Y_ ¢::.. r 1. k S..A. {S -: , ,. ....: . -i. Y:.: n.. F s $ 'c` «• 4' ., ;:, t*" t'Yi,- s'a,'S .. -. :.. .......:.. ,.__r, t.,:. X J.. d., ,. _ :' ..'ttt.. n t.'.s f: 3- r 4 4 -:. :: ..,..: r. , 5 •.,i a., .. ,-.." :iy e...s.:::: -',. N w'u'ce.' ,y.�+{`t± .....,:: .o-. ,`iA,,. ., ,. ,i a.'...,. .. .., . 5,...r: A.. rw' ,,.a.:�.a�Y.� 'T'.#r�3'Y; r . ..�...:; a '.-,, + r... , ,..,.... <::: ., v 14'x J Yx t . t wt ,,,. -! } ,.,:._. '`" Xx. xhi. '..A .,gam.h. 4 .. .. , , ,_.,,. ^.,. ...,...... .,.. .c,,. 4n a .;e k,+ t r„I L Y,?' .:Ti€ ".. , _.. __ ..,,::, ir. n , .,, ....M .,. t a,,, 41i fire W, .. <<,: :.w .N. .,... M.,.. xr,. „Y%s ,+: M. r.:y f,- ...e: , ."-+T. 'tF. ..,.. , :..:. , ,.x .., ...:x, rt'fi, 7. : :.r ..,:..- ., f 'i,.,..,: t. < ,,A. +. _v ..... +;r, S r.ai' :,,^ 4 31 n }. k, "Ji-:fa J ,. , ,r: ,..., fl,:f .. ,. ,.... t{,. ,..., 'y.. ,.,.�., +,:,..-. N. ,, i ^a= r., ,_ Xr„.,.r .,]. r.�r,,:4 :,,.x ., ... C, .4. :`3( r1 n h 5; r, 9c' ? s,;' ,. :> v, rry p, w,,., `; rr .ram v n?. ,..> - :., .-. ,.. , a a:.. .^. „ ,_, .. ... :n...... .1.'. k`+.. _,.Y.. Y. :..W .!"t 3- r,, �% ;�aU$,� 4" ,ti: ,t -,:. :.a - 4:,:: �..,,.: - .._,.. G.. rv. ::a,.., t:. ,.', rr ? t: 't r `..t '.�'N' r ,. .. 5..,. "..., k ...,<,. r. .*,,, .*,.. , :.Y. P::... x v. _. ....'M: r'a'�'` +. :':i noN', ::... ... , ,r, d , .M ,. n,.., 1 �: ::r ,.f ,i, .:; r ! ^ ,. . :,., v v ,,6 {"�._4 ..z,`.r, n '1`.. ..-wP. h.te. Jae{. ,< :, h Y' Q -. .. ., ':, ,,......t r WY MI",a a:,:'x,.'f'h - .. s ,r- ,.,,,k >E -.r... -.yr. r. t 5.,.r:,f ,�yy Y,.. } ,,, :...... ,. ...>,. .f,. .-., .... ...:.. ,,.., ...t I L,,2 ,y 1, �,9: ,1n:. i. a)•,t :._ .. :,.._ : , ,,.,.... ,. Y.:.. r:-. :.,..:. f s 4.. .<,- ,; t' rt. .za -xi..�Y 'F ?'':4!^:. „ _._.. a .,...' , a':,. .. -y. ,.<. ...,.t w:.r..e v '..1.rr .<. y ,{ a,y' >.L` :"w:v' ..4,• , .. ,. -. ;. n--..... ,.a, ,,,.. rota' .;:,.: T e5 r:- 5 h^ t 9' ,f. �':��? Y.1. .: r -.:a , ... <,,, .:", s> :..i. .,k. ,Y .a..t,t 'J '.`YY L .,k S - .fie. ,,,, ..,,.,, ,r.. ..,... ,. .x. ,_, .,,,a t,.�.s: .,.#,. , z'.',.. .w v i .:7.- rr, ,''�:u -.r,n-. r..r �,. ., ...,> u. r , aTv..1r,.. ,,..r "' tan +a�, aC'. 'i rts+ x,:'. ,.;r; ,. , ,_..., 2:- d _: ..... ...,. t ... ,....,. ., .., ,.x,: , s?. m. „r- .i..K$< f�i.. ,.-.i^W,.nC23 r, l,t .. k. .f ...Nil ,73. , '... •,. .r :. , v.,. ..', t ,. .. t r : J ,. ;.•, ... ks :. 'v ..,5 1.§. .. .r... n.Aa,:t._.�. .t2u. y. .4" .r.,te a:y.. 'o:•�. ,:;.... _. a „ -:.,. ,r.4t 1t; ..,.r. k ..., w9 _ , .. , ,,..n t ni.:. S: '.:Y`e i ,Y.<) .viv .:3- _ . J u. z: n .: _ .. ... .,. .,.«, ..., : , .",4 n,.. ,>•. ry ,.r.,...,. «..i G„ .ft i- y.f„ *a4h:4, .. ,: .. of , _e -„7 4.-. ,... < ,,5 v. _,. r r. ,?.... ,p ;, r .,.. r55 k.. S.,„ .b r. Y:u' C Fi., 'r i -b -,..._ . ... ., .:..._..,. ....... r,.,.. .. �.. .... _..:. .,.n.e,,,. 7'....f ,,. .. -.:, s,. 9 dE'P _a+'q^ 7.- :,, ,..,,a. .. irk N a .:.., ..... r ,. ,,.kr....,i r:> `, .. .,.,. .,M4"Yr d, ✓{a '?ai.. 'a�R,' '•s'4%� r ,., ,-. .:,.c .,.r n ,M•.;:. ... r:.:a. .t.:,..._.. r.x...} _ ,;di xt; '.v£' .4 "'.4�t'' $u Ta"el4r" w. ^'a F t d r ,i . •�:� .., ,. ,..,.. . , .-,...,., .. ... -. :.1.... fi.,kM .. ., .i. d...... , -e:. ... .... ......._ ..-, ,r s,,, .,..;x t .. de !!.,.w-T',, .� r•;tt .k.4'.0 a C', ,. ,_. ,.... ,,,.t.c. s.1. r.. tt. w..rr. t , .+rat : -.. -i''4 ...7.. ', -... .. . .. " ,.r. _w,. , a 'r. v IL. .,: ,a,. .,:._. - �,. Y. '.... :. All .. ..: ... ...,...a91.-., ., ": .... , .,.., ..,. i...:,..... ,: a ... .. .,. >. .. ...� ,.. r .,.,.:t. :.F l!,,� 'r.. ..1e,.., �._ .3_ { 1 -� SviY -:L.,R''w pj.. ;v y._r . ,, a....... .. -S':<I.n r C: :.:., .aT .. r 1: "'!k �t'1- , 3f.^ :Xv�§ '2'Y.?r. .:'- .. _, .. ,, _ r,:,... ,,.,. ...., ,:. .,.. ... ,. ,», � r ''a' ,' R 3=it s4e �{fir+� .„�• -: .. a. .... ,_...._. „ ,.� >. ...-. ..._,.. ,._. .r r ,. r,:,:... ,,,i'.. s ,l r� � 7 x„ri, f:, r :wf .s. ,7„ <1'#�i,r.., sr: z x ,. IAII ,..,.. :a _Rc.. .,., ,� :.:,..... : r x , .. S 1. 7 :;t•'4e 1,..4. Yt-=�Fy;',1 ;,L� Y_.. .. ._, .r .. ..,. ...„ .�c a _ ..w a:._,. s. ..a ors .,. sa:, C5..r. } •r il_ , ._. ,,.. .. . t a .,.,,_ b, Y � x ,- ,. � ��t .. 6�, .. S ,ern', x .:. .. >. ,..,.., .. ..,f .,... ,... ".r N .,.,a.,. .... ,. r :.. ... :,'3 ...x.,r ..,,..1.. `Po'.7">� r? M ,t':°A.a. h 4� Hf.. .. :, .: .. ....,, ,... . ,.. ,... r.„ a.-... nr ,. .. .r. r, F. ,,,.. r 4�5.-.. _.rs.. 7.,:'t., v h1a4'N :,: u.k nc .,. ,. ::: -,... ::... ,,. :.,. t ..:,. x - .. .,," ,f,,,..a.,...' ..r"aix... ... ,.,.. ... :4 .£:. ;.> >, t _ �.c'h'tr. '..9 4 #.>' rb:•I'. ,. 2 u n§ .. .'._ -- a, f. �... ,.-ay 3 r r: v ii�i,,, '.:Y; 'xlr r :1?Z' .,tah yr r.� d°9 ,y, 'J ,. 'f: '. r' ,...;. .. ,: ..f 1 , r ,,1 )t�M 1f t v, t� dd v ri l4 k Y• +. stS �yy .. :-, , ,:..: t. ,r:. ;n,. r:, :': v.' f �,';,t r a.A..Fl., : d.a,. ,�. r h, y,y y,, .:... ,(.. ,. , , .,'1 P u�� u..:f. , .A. -1 4 S,. 4.i •", 5,. ,.,,,..:., : " ,:d cY_ ='Ir ,.,.:. ,.,..,. ,1'., i l� .r d r. .. Q f :. ,. .<,. .- „Jx S.. .d5 ^rr., .h 1:, `,ti:. ,.:, ., r.e� -::x .. e:a. , r:.,-- f.,�..7 J ,,,,. ._. ,.b,.-..: �!y,. s.. t ..y i t...- �r -,'h , . : : .� -. .:_... .,, ..,:. ,, ... i S. . ..�..e-- ..r.C+. .,;,._ (sun". .... ..t `.-' .Jr`.. 4 rn ] Ydl,� _.,.-`'dlt~.d' '�:+ U ..... ,.'''.' :, '.... ... . �,, ;t,. .".'3, .A, .".. .' ,. .:: P ...m.. .t. 5,..... , .Y.... r.'1{ tBr - 5 F, '+'�4 ry ft - -. _• _.,,�,i ,yt......H. .�,.. .., ,f ..,;.._, ,.:..^r ,•cf 'o-„d ,L ,:w ,y c7^ :,. ..... ., .. ..,, .,,.., ,.,.' ,.. z., s ,-. ...M; a a.r✓. .. n t �. s ; r ; -r_. , ._ ppil�44- fr (v _.. .a, .,Y ,..r: .<.. y .. ;L,. .,t f rf, r.. _'v r. -`. r� ,i:. .+IQi y. --+k"5s. 8.. .. , _..: .., ,...... .. 't A i.,. .w, Zf. 7 ,...:.v. ,. rsiS:r ru..., T e,.. 5:: -nFr ',". )„ w:M1V + ''.. _. ,..,:. r .e, ....f :: ...,,c ..,. n.. :. t. ,- <,, .r »,}t ,r'4M1 xo., r°Yr :.,: < .. .. , 1 .,. .o- Y I.. ai. .. -.r :.. .... .-e,.,,. ..Y: Q. i ,Y. YP'. 'A. „ .. , , :. i. :x-.::.+ ai'.. .. ,,«. .. -..,... N. l,a .. _..iv „2. 0..E r!`. .- ,,, ..s n,.-! t .5-..<. r. ,,.., , .. ,t.,.. ....., ,? .:.Y."\... •-0e,•,: :i.9- r/' _4"-'h(" .t ,... _ ... .,..k.,,. t.,: ! t,.. '_.C. ... s. ,.;5. ..r 3X. ,.. t:4-'; ..a+ .e 'a9 . .,, ,. ..., ., . .,,..^.... ,- 3 "3. e.4 r-.. 1 cot.. a,- "rZ-# ,v >� I� 1. 2 tr..! t1 ♦ 1'r r' -,,.,.. a•, 4 ±d =1Tt.. t in. -a .s+e'r, ., „ ..x,., ,. o,.� ...,:+.. , ,.,. ..`F.r t,_. SR x .. , :n.: a 'a"S,a-5{'� .. _.`. _ .,.._.. :::. .6.. o-.s,.,,c a ,:r.P ,5.,• i, a,:..: _S, ,..Ata xn g s, +` ,Y .c. t.., ..,. , w 1 ,.. :.. hff w i } , .",.?.. ".. v1. _1 , : : . <... .. s .ri+•f ,1.4 R: -,F::�' h..:. .,:. r a s, a € a_ c. ., ,:- , ,:;: ...... ....... ......, c r, ., sir: .✓'.;r.::- �3', .1••' ' ,,,' +€ra, -.a .,:. ... ,. -„, ,,,v:, r,.:.: ,. .. _.",,.,, v . ,< »?._:,: r _. Tx< t*. .t .a.. '4'�E;" .rs. .c.. 4 -.. Y_, �',. _. .._ ....... ....,..._�. . ....... ... r ,.-.,r• w..,<.... .,. _. „_. K. `l.,-.- -a, J.' :.r4 s� '>of'Y� im `7-S ..,.... h f .+...Y .�W.f J .,`2.. '7 i t tJ;". r5ry'✓.: -, f.,.....t.., i::.r s f, e iA „ ,.r 1. „ {R il,. -�. b r. V "', ,.:..,..• �}� rt , ,. .., ._�.,,,a. , ..,,. ., ,,. of x. a: ,:..,r ,.y.,. ., 'Z r .. � 'v „Y ::. �Y ... .: , .r. rl, _,.. ..._ ,;.. ..r, ,_ ...._.a .., ,l:.' r. .:. i .r rar,..,. ,.I.,; r , .,... ... , .. ,,... :. .. .. , r.,._ .. f _ ,f dw :,`<`..7 :: t .:) , c F a.....,,. t ,..� ,.,ra �P" _� Y+` ?, k �_ 1.. ....>.. _;., :-, ,.,,...r,. ,. ._ n..r.n. ,: ry .a _':i's .'�Sfl ..r. t':?"tr�1f _ x...... - .)' .. 7:, : ., ..t v' 3r-:J "Y. t, k`i' t: u.?`.,, �. ., , ...,., 2 .... k: :. ..4 :',;t .0 t -2 s>:.:. _y t .... F .,PF' 3• .i. � .t A ,. ,., .. ...., a - 1. : ,...::nr. i....,, 5 ✓ .. ,: .Y 1 ✓v".w'.M. ,�,.„ .1i ,,A ram, .ri.0 1`4... ry,.. r.s. ,y ,yy�, .. r-.,. ' , ..,:,..w, ,. .<, ,:,: . ,4. rt' r h ._y... ,tkr. 14'S.Ya -.'AS'c"..", ,, ,v. <. .,....r .: -...,, , r, -4. 1. d .. .vr.., }..,.yN J. "R, :'S`.7+T,.i+'i;,,t- /"v4 r .-. ..,,, ,,b,:P. Se r ,, :: r S .-vxr:.,,,,a _ff 5 ..r a, , e.. > n t., .. ,1. rra L �' ;S'� ..t ..r,r fir.fk• J....:*'71..v f::.. ,..ai'.. .. t 7 ", +L`•'4 _._ .. ..:,.. _-,. ,..,. .a. :.:' .,._ ,-, ,..,. _. _,... __, „ ,. w,.t,. <. r _, '.,.•., r' .„±;.,t,; t� ,£Y .,r�y. -.>. �.. xaL.�b +4n ' ,4i' { , „ .,. :.,...`fi a..3. .,:. xa..._" r ra zy .,.�.. x. a.- ,.c,", .'�. _, ,,.. ... to v .'Lx_ C,�c �. _ ,:::.., .. o. 4.....(.. , ..u', ....E ,. u>•. .t ., ':y { .p-_. � ' .{"f-.,. .,.Y. :: „ ..•.:..r'- J •... r _..:'.t. ..,, i-. ,.. _ 5. �.:...., �''"ht v 2. 314E I: .'7 {-- s-, t , ,, : - ,c, .-.,:, -.. .b..r'... , "S `g,. ..:,; ,_Y' r, _ .,.....bi. '`�.... E+f,':, n-,�,uhy. a } p;'� 5r.� y r,,, ,:. ',. '..r, ;f.,.., .i..,,.. -:,".} ..,...4 _,,. ,, ..,: ,'t a.:a i ., .., n,c5 qSl ,. b 1 :: .a.. ,, :<. .,r. :.v ,...) :1... ,N .,. 'x '4 A. ,. .l'. .5.« ,.., •5„f y.} ' .yY f.. A 1 •Mc.N .y E� t, re. },.., .9. '.,_a f„ ,a , .:.:..: ,":i)xr.. ,_,,-.,:,, A. , „z. -?TY.' 7✓r- TSi-'".. a£'r., rl ,..'3'. hF._.,4.r ",`�1.Vv Z i�` a , ... .. ,:. :. , -.< ..__ ,. .. ,X 7.... ...: > .R ,.�_ ,xb.... ., , } :, y.,,,. ... :Ur=>•Q ..il• h :'R:,c''kK .Kx,:... :�. _'4: ti ,.?S ,. .. ... • , , r n , , r:{',+, >,. , ..,. r xY ..>, ,1 Y` 'i t. .ta._. R JP }" ,r _. .. :':. :-. .. .....; :. ,.. ... :._ ...,i.... .. .: ..: :.:... .. ...,. ,r.a'J,. -.... 4 :q ','.7i,".^ .R'.i,•Yw-r ��.. ,:�• 4 r , :,-.,,, t. ....,. ... .:. , ,:,,,'. , ., - .., ,. ,.. ,..,,.,:a x - a' a.of p�d �/;,'s`* �, >f""'S1�)�r .,..he p';.� ,: _.. _w. , :, ,<. ,..gin W., . 4 :1 t-, .d r'.a.9 v4 �„V'` _. ,,;, , ,. r,. r a.,. ... i Coy. >,a....t ,.7* ., ,x?' d€ .: �t,�2- �.�"'. .,. :f. If. ,.,._v, .. ": ,,c., e ,.,i a."r..r._ ....- 5: .. 1.. .0 w. ,._:.,:_ ,f, h XL. -Yv ,',f. Y4 �;�.F .. t r:-.a § n_t_ .-.+ .r4...:,. +. F :,.f.. ..- l.. y+,x. g"er, §(.. s" .F� ,( A .._,._ "it _ 1,., a. r._. -:-:,, .r .. 1 .�. *^,' _, _::r :,aa.. :i,,.. r,,,v - .,:: f..,Li-.i. S .,,, ..,': :,:: t J rr f ,2.. K;S„- fl. :, , ,. ... -., i ,.,,..,, r,. ,. t:. r:: e.....,, .,. ,r3.�•'. .k. ,.,>,. it. ,.... , ,::, r .. .,, ,.- {}.. rrl, )a... 1 , 1 :v,. ,, x ..d -S� )r,... .f f.Y ibi. 1 tt„ .,. _ r r : s.r .. :p,:..i «,w ,,.,. :::; P to a<, :. , , •, ,a... . ,: F- ..E.. 'rtiN3}.. l ,}ry ,?C. :::. ... ,..., ,,. a.- =.r a._. , x , .. i >. .,. , 3�}. :a.,T, ,.t`'+l.a,."P' 'dF •':+4a'!` *"i?. 7_.:w .i .. `.,.: C. _..,: r ,.. , ,. .. rl .r i . u.. a .:,x._ '.1. p� 't. "`+'" �rr _�,yxr ,Y. r ,.. ......_. ,r .. 1 r : , .r -n._, .5::t,,. .K% .f Si')'fi. r t r e t e u ���r .; d �� , ,.,.Y a. .-t� ,_:<.: .....:Y .t r.. h.. f ._. .. ., .'k rlk Z°' .. .. ., t 1 r,.1,`„ .:a. a.. <s'S e.. v Xc .?1 v -J s.t,i f. .,' t i .y w.f.. ds 2 ,,5,¢. .s y _ Q. F s,` y h ,w� y ,..:. ,. ,.,,. .:.. , , a... F :, �. ..-r S a.., 1. >nrru r`3 fi ) ^Y ., J +sl .Yv,',v.MOM t{n :,: ".. f,:.. , :: „ e:,.... ,.,,... ...,, t'..:: a",.. Y 1 ,p ......, :..<. -: . i 3,. ) i. "r'^'.::r1" T {':_-':t"-.k< ,,., ,,... ,. , Z`s7r....: ,..;,..:, a .,.,<.,r „ k...,, ,.,.. :s l z 'f -:.'. 'x ..Y,, � k. -. -..,. ,. .,,.::-\ ..er. ';..r+,. ;<, , .,.. >''C 7. ... +'1 -:`�"} "t! +d,•= +Z,'•?e If ^k .. ,.>,:. :...r ,-....a->, � -a,:, r..o a. - ,, rr `r x ,.y,,, '.'f. 'v,tnv >-! r :Us, ,? G-r'+, ,' a r, « s+ :n. i :,a% .{. tat*. .. r. �..... ,, ., .r. :.:, ..1. rs.. ,... ,'Ay .5:. €" ..Mw :.:.... ,r_,,,,f. ..r„F., M a a. ,., . _ a. . . ...... ....f- .. " .r.... .., .. . ....{..,.. J ♦... :zr-4. P. f 1 A'i�.... .).,, ..3 ,F,�: J{}•1,. 4' ry,n(, c a.> .,e.E:, ,,...1S ,.4.,,a .F: >; _:.,, :,,,, ,. ,.. ., r -,.,,.r, ,e.. .'� s~ e"j .r'3a @ ,..in+.r t S 7" '. ,f; WIN wXy., i, k 11- :1�itr,, •1 ri... SJ „J vC�; i .+s tt t A 3 ii a.+... V . �, '"' , __ ,:.,�_ , , s."i z .art Ket., j.,<: . i7. d -11 .:1 v 'Irk:( 4 "S Y hk , * t .�.fi�. '11 - - , :�,?Mao, , ,� _. � , -� ,. _ ­ - , , ,, , :-, 1'�,� �iw-:. �� :":;,:,� ­,��;,-�5 4" { _ , ' ', , ;�_, "t } "1­�� -`.,�,"_,�­�11 -_41,1',�4_,9 t , � , t, �­, ��7i, 1. � , ;1", ,_ I �,�.' - __ ' '�, _,,_,� �__11 I - �,:', 1 .11, - " �zo,­.�,, - - 11� I I'll -",_ " �-I 1. I I I 1 ,�� ;.�,� ."', ��, ", - -11 ­�,- ,_n� "��, - ' ' . �f� 11,-, I . .� 1.­11"II" 11 , � - � , - �,� ;- ��1_,.1'., �, ," �, � , � ,,i ��, ,, - ,� - ­- - ,:',. ,'­­ _-,,:t;'�­",,­4, """ kk 1 �,i , - "', ��,, 1�,"fl,".11"' , �i�.-,,,,-,`�, I I I - -t," ,. f T _ , - , , I" , ,'�,_ �­ ,:�,�,,,,­­� �;��,`. -.�-,� - ""', - ;-- �,���,�,,,"�'�;!�,-'�',,�,�,L�_,,�'���Y,�,,� ',�', , "" ,a � � , '' ­ ­%. I __ ­ - - ,, , ; , , � �_ ,", t,,_,�-:­,"h, , . , I I I ­_ , ' 'I ,� - � I -1 �- . . , ` , � � ,�� , ,� - ,, , - ,", , - I : , . - "�� - , � 11 ., 11.��­.� ,:1 � , " � I - - . �i,,:�, " ­:�-,, ;,"� , -, ,, .'I, . �. i-1�;. � ,. I I L-:� ,.��_,: ����,,,',�� 1. ,':,��:' " �_ . � � ­S, "�1� 1� __ �;":,:"�:"'-"����,,,',.,",,'.�,--�,"�, ''J"," �, G 'I, ,:.'' 11 : �z - � -,:":" -, �,'­',',�%i'.��,*�":���,`.�t,,, ,�, �" I . , , .... � , - , " , , , ' .­�" � _:, , . �-�,,�,�, - I" '!�,"­ , - � - '�� �", :,, " �_ I � , , . ����,,�,,'�.�,,�,,,�-,�',7,,,'��, . I , I , � ,���,Z� , - 11" . K . I I I Arwir" - �� � -� � �.: �, -: ,�: �, I ,,,,, �,,`,:�, � , i�� :,:.; *� , ;i�,,_, "',�',,',,,_: ,��' o""'.,� n ,� r,,,�,,.,�_. � I ," -� z,.��...... I ,� � , : , � , , , ,� ,� ­- ­-, , �:i", I,"I � , - , - , � - , - I , .� , - , " �,,��,�� ,�,��,�';,, , . 1, I , '; ,,`��i ,",;��-�,�,'-:� ,1 - ��­­ ."�, 1 7 . :, ,:: � ,'L, - � ��;i ��.�,�.,��",,',,_,',5 q,�,"i,�,�'� 'L P . � I � � , I� . . I � - -,� ��:',!`.-,�,,�,'t,��,! ,�,,, �, 7. 1 , __, I� ":. � ,�_ �.,,,�. - .. ? . *_,� � �l � . - � , , -_� ,, - , I I � I ��, � � , , , , " , , - Q " !.: - -. A � , - ". , , �, ,,�-,�......� , ,, , I � _­' , I �­ .;��!',­ ,,��, .'. . % " 1, I I�,,, ­ - , �,,; . - - I . I I � � , , , : '� � - , �''_ j, - * � `_-� ", �' ��J��:Alw W.,,�- I _�� , I '' 1­ ; I I 1 1 . I - ,- , - , , ,, -� ,�,-�,: - L 0, w As' ". 1 - I , ��, , I.,�:, 1, I: I , - , �� __� __r:xi��il_._�: ,': ,�',� 1��1: 71,71, �:::.....��` , , , . , I I - - _`� I I I I : �� . : . I I I � , � � 40 , - ��, :, ��:_.,_ ,,, ..: � . ., , , -, � ,: ,� . , ��- � ,.:, .:,,�, ­',.� � � �, �_ _�,,,�"" --, .'.".", , ,, '.� .", � , , . I- I , �- . , � - "" , � . , " , _ - ,L, I ,�` � � , ,� I � ,� I . .,: 1 . I . , -- � � , ,,, �:�", "%:,, �� �'­ �'�" "��:; ­:_ , �, �I 1 %% � � . I , - 1�_ ,, , - !" .1 :�� , ,., , Rf , 1�1; , � I ,103000 ;, - :���,;:- -, I � . i. �-,.� :, , ""�, , � , , -, � ,�'; � ., � ! 031 I hu, rvI I ��,,,, ,_ , �1_ 'I I�� 11,� ,:I� :,111. �'�,,,�, � A", I , y �� ._ ,,,,�, , , , � ,� . : , �, _ , ,� . . ". , - ��,; , �11�-_ I I I , . � ; � ; � ; � ; � ' - -!, ,�, ­11,11, :1�� .:iS,-, I-,, �,��­ -�� ,,: :1- - , , ,�5 � � � �� -� I , -, ':: " � _': L � - " :�,�',�:*:,, � ,�', ,- � , ,�,�', ��,:�:�,�� . 11 , : ,",L,� ,2,; ,,.��,. ::,;, Kakniwwvwo, 11-0 :::::::.. r n: r-i,-.__ - :,-- -L-, _,__: , "�, I I :,� . , ,�',��, _--_� ,!�, ,, I ,�L��,'�:',�,�,i ,,��,�`,_:�_.: � 04041-;vr_,_,.&_,,�,_,_, � fl`I �j Town of Barnstable Building Department - 200 Main Street ALE, Hyan nis,nnis, MA 02601 9�bp a63q. . 15081862-4038 rFc r�°i Certificate of Occupancy Application Number: 201305822 CO Number: 20150214 Parcel ID: 332010001 CO Issue Date: 11/02/15 Location: 767D INDEPENDENCE DRIVE Zoning Classification: INDUSTRIAL DISTRICT Proposed Use: DEVELOPABLE LAND Village: BARNSTABLE Gen Contractor: MCQUAIDE, THOMAS Permit Type: CC00 CERTIFICATE OF OCCUPANCY COMM Comments: BUILDING D Building Department Signature Date Signed or TOWN OF BARNSTABLE�t"E' - Building 201305822 BARNSTABLE, *` Issue Date: 05/01/14 Permit 9 MASS. Applicant: MCQUAIDE,THOMAS Permit Number: B 20140970 FD NIA'I , Proposed Use: DEVELOPABLE LAND Expiration Date: 10/29/14 Location 767D INDEPENDENCE DRIVE Zoning District IND Permit Type: NEW COMMERCIAL Map Parcel 332010001 Permit Fee$ 24,293.36 Contractor MCQUAIDE,THOMAS Village BARNSTABLE App Fee$ 150.00 License Num 103608 Est Construction Cost$ 2,669,600 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW CONSTRUCTION OF,A 3 STORY,30 UNIT APARTMENTS THIS CARD MUST BE KEPT POSTED UNTIL FINAL- BUILDING A(1)(FORMERLY A NOW BUILDING D) INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPQ,NY IS REQUIRED,SUCH Owner on Record: COBB TRUST BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL . Address: C/O JOSEPH P KELLER INSPECTION HAS BEEN MADE. 1436 IYANNOUGH RD HYANNIS,MA 02601 .' Application Entered by: PF Building Permit Issued By: op THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY'OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY-0 ERMANENTLY ENCROACHMENTS ON=PU C PROPERTY NO, SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST.BE APPROVED BY THE JURISDICTION, STREET OR ALLEY-GRADES-AS WELL AS DEPTH AND LOCATION.OP PUB SEWERS MAYBE. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.'THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.THE APPLICANT FROM,THE CONDITIONS OFANY.APPLICABLE UBDIVISION RESTRICTIONS.,, MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE T'HROAT.LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). `' «�. " {f 0 • °yr. ® ` ' ® 9 .,»•. � • u - d 1 .1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS l so Huy; —/Y 'plA,- 1 '� Q k, 1 y k2a&wc Gt,?,k, 2 2�� 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 'j 5 2 Board of e t lI 1-1-::,C MAddressEdit Page 1 of 1 rwrt t flAFL'5TARLE. Logged In As: Multiple August 16 2013 Frank'Schlegel Multiple Address Application Center Road System Reports Road System Multi Ie Address Detail Map Parcel: 32 I 010 001 I House Number: 767 ( House Letter: Road Name: INDEPENDENCE DRIVE _ Road Index: Village: 01 -.Barnstable Tenant: 4TM BLDG/UNITS D101-110/D201-2"100 Last;updated: 8/16/2013 9:51:01 AM Update. Delete: I.;Add Another. + http;L/issgl2/intranet/propdata/pledit.aspx?ID=MA1058 8/1,6/2013 PROJE ' NAME• n �� V l 1/ C`�� ADDRESS: PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: 67 BY: f q/wpfiles/forms/archive APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number 4 - ft— ?6 7 Address ,�") ���"``�'� rlib� F- License # 0S `0,3(V MtAJ A- 1 mfr+ ; , a Home Improvement Contractor# -Tm�G����� � �S y►�Worker's Compensation #'�[� ; i c t.��Pa3 VGx1 pfc ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE d 0?12"—-20I ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 'c_ Parcel 010 _ ©O rApp ation#' TOWN OF BAIRN TASLE. Health'Division Date Issued _ y Conservation Division 01' Al`"`' ' ' Application Fe w /50' Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board :TF Historic - OKH GL _Preservation/ Hyannis cAl- Project Street Address ,e C-e Village 0�1v"h_5+4L Lie Owner n Address y Telephone ©� �78D d 6 � IZ�o� �'+� �n m r_y5*1 Permit Request Square feet: 1 st floor: existing O proposed ��o 23 2nd floor: existing -proposed i1TTotal new �� Zoning District A) Flood Plain N o �n e Groundwater Overlay Project Valuatio'2 46 (oW Construction Type 6�.Pemd 1-7 Lot Size �� ?�f0 S� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure A)14 Historic House: ❑Yes to On Old King's Highway: ❑Yes A, 1N0 Basement Type: ❑ Full XCrawl ❑Walkout Other Basement Finished Area (sq.ft.) ���`� Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing d new Half: existing new C� Number of Bedrooms: 0 existing-new Total Room Count (not including baths): existing new First Floor Room Count 2 Heat Type and Fuel: J Gas ❑ Oil ❑ Electric ❑ Other e, v""s�vu� 0,4-'C-a, Cn-t I Central Air: WfYes ❑ No Fireplaces: Existing CS New © Existing wood/coal stove: ❑Yes/#No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial KYes ❑ No If yes, site plan review # Current Use VCk C_C4-V.+ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) p Name Telephone Number 1 Address �2�� �P4�z License# t zlk M?.14 D Z Home Improvement Contractor# ; Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE (o FOR OFFICIAL USE ONLY APPLICATION# T DATEISSUED t MAP/PARCEL N0. + . j ADDRESS VILLAGE ' OWNER E DATE OF INSPECTION: c FOUNDATIOWi FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH _ FINAL ` PLUMBING: ROUGH FINAL ? - GAS i e :- • ROUGH i-KA.' FINAL `5°FINAL BUILDING` =••�Nt DATE CLOSED OUT. r" ASSOCIATION PLAN NO. �n7�4y� Gr«n 3 �ay � I Contractor's Material & Test Certificate for Aboveground Piping ir" Additional printed copies of this form are available to insureds form: Customer Services,FM Global,1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Prog)ertv I.D. Property Name: Village Green Building 2 1 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of ire equipment been instructed as to the location of control ®Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes ❑No If no,explain: Location: Second Floor Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK457 2014 ''Y2"K=4.9 112 165 Viking VK462 2014 Y2"K=5.6 21 155 Viking VK302 2014 Y2"K=5.6 18 200 Pi a and Fittings: Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13 Standard ®Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to O erate Through Test Pipe Type Make Model Min. Sec. Flow Switch Potter VSR-F 32 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model I Serial Number Make Model Serial Number Dry Pipe Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated k--� Through Test Pi a Water Pressure Air Pressure Pressure Test Outlet Properly Min. I Sec. PSI PSI PSI Min. Sec. Min. I Sec. ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F i Without Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑Hydra ulic Pi ing Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. D i in neumaticall tested? ❑Yes ❑No Equipment operates properly? ®Yes ❑No If no,reason: Drain Test I Reading of gage located near water supply test pipe: 65 Residual pressure with valve in test pipe wide open? 63 Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. Verified by copy of 856? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Weldin : Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6129/15 Signatures: Name of Installing Contractor:Covenant Fire Protection I For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: X.A. RE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 0&lOOD&k1OH Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (05-10-13) PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5.60 38.00 17.04 9.26 102 5.60 38.00 16.29 8.46 103 5.60 38.00 15.74 7.90 104 5.60 38.00 15.37 7.53 105 5.60 38.00 15.14 7.30 106 5.60 38.00 15.02 7.20 107 5.60 38.00 15.00 7.17 THE SPRINKLER SYSTEM FLOW IS 109.60 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 100.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.125 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70.00 psi RESIDUAL PRESSURE 65.CO psi AT 1063.00 gpm TOTAL SYSTEM FLOW 209.60 gpm AVAILABLE PRESSURE 69.75 psi AT 209.60 gpm OPERATING PRESSURE 36.50 psi AT 209.60 gpm PRESSURE REMAINING 33.25 psi THE ABOVE RESULTS INCLUDE 5.00 psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ❑&100❑&klOH Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma. .7 heads in corridor. (05-10-13) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIG. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 109.60 50.00 222 37.65 120 2 6.357 0.000 0.000 36.50 36.46 0.04 2 3 109.60 8.00 4664 105.42 120 2 6.357 0.000 0.000 36.46 31.41 5.05 3 4 109.60 15.00 23 44.05 120 2 6.357 0.000 0.000 31.41 31.38 0.03 4 5 109.60 18.00256243 113.08 120 2 6.357 0.000 3.900 31.38 27.40 0.08 5 6 109.60 25.00 222 26.94 120 2 4.260 0.003 0.000 27.40 27.23 0.17 6 7 109.60 30.00 223 39.08 120 2 4.260 0.003 13.000 27.23 14.00 0.23 7 101 109.60 125.00 223 26.58 120 2 2.635 0.034 -0.433 14.00 9.26 5.18 101 102 92.56 12.00 23 20.69 120 2 2.635 0.025 0.000 9.26 8.46 0.79 102 103 76.27 12.00 23 20.69 120 2 2.635 0.017 0.000 8.46 7.90 0.56 103 104 60.52 12.00 23 20.69 120 2 2.635 0.011 0.000 7.90 7.53 0.37 104 105 45.16 12.00 23 .20.69 120 2 2.635 0.007 0.000 7.53 7.30 0.22 105 106 30.02 12.00 23 20.69 120 2 2.635 0.003 0.000 7.30 7.20 0.11 106 107 15.00 12.00 23 20.69 120 2 2.635 0.001 0.000 7.20 7.17 0.02 A MAX. VELOCITY OF 6.44 ft./sec. OCCURS BETWEEN REF. PT. 7 AND 101 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. I Zade Company Inc. Consulting Engineers 140 Beach Street, Boston Ma 02111 (617)338 4406 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Village Green Apartments, Barnstable, Ma. 7 heads in corridor. (05-10-13) W A T E R S U P P L Y STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1053 B 0 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .125 gpm/sq. ft. FOR A DESIGN AREA OF SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLCW OF 109.60 gpm AT A PRESSURE OF 27.23 psi AT THE BASE OF THE RISER (REF. PT. 6) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 11&10011&kl2H `I II WATER SUPPLY/DEMAND GRAPH Village Green Apartments,Barnstable, Ma 7 heads in corridor. (05-1013) 150.00 140.00 13a.ao :_... ..... _ __ ___,r.. a..._..___.. _. _ .._. __ .... .__ -- — 120.00 __ .__ ____ l I... ._.__� _ _ __..__. f _ _- .....mL. e R _ _ _ _. 1a0.a0 _ i _. S 80.00 .4 S 70.0a ' U G0.00 - R 50.00 _J .. _.._. E 40.00 30.00 _ ! .. . .._ � e i 2000. -bF — ..,,i, ....,. 10.00 _ __..... ... _ ._-.___ � .._..... .. 0 500 1000 1500 2000 Supply: 65.00 psi 05 10163.00 gpm FLOW Demand: 36.50 psi @ 209.60 gpm w ME ri d kl r ,L irw . . 0&1000&klOH Zade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma.1950 sf in attic dry system(05-10-13) PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 101 5.60 50.00 21.18 14.31 102 5.60 52.00 19.42 12.02 103 5.60 51.00 19.55 12.18 104 5.60 50.00 20.46 13.35 105 5.60 52.00 18.73 11.18 106 5.60 50.00 20.14 12.94 107 5.60 50.00 19.82 12.52 108 5.60 50.00 19.75 12.44 109 5.60 52.00 18.00 10.33 I 110 5.60 50.00 19.75 12.43 11'l 5.60 52.00 17.99 10.32 112 5.60 50.00 19.79 12.49 113 5.60 52.00 18.03 10.37 114 5.60 51.00 19.58 12.23 115 5.60 51.00 18.73 11.18 116 5.60 53.00 16.73 8.92 117 5.60 55.00 15.00 7.17 118 5.60 51.00 20.26 13.09 THE SPRINKLER SYSTEM FLOW IS 342.91 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ ] YARD HYDT. FLOW IS 0.00 gpm THE MINIMUM DENSITY PROVIDED EY THIS SYSTEM IS 0.125 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 70.CO psi RESIDUAL PRESSURE 65.CO psi AT 1063.00 gpm TOTAL SYSTEM FLOW 592.91 gpm AVAILABLE PRESSURE 68.30 psi AT 592.91 gpm OPERATING PRESSURE 53.E5 psi AT 592.91 gpm PRESSURE REMAINING 14.E6 psi THE ABOVE RESULTS INCLUDE 5.CO psi FRICTION LOSS AT REF. PT. # 2 FOR A [ ] BACKFLOW PREVENTER [ ] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE ❑&100f&kl0H `'ade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma.1950 sf in attic dry system(05-10-13) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T"/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 342.91 50.00 222 37.65 120 2 6.357 0.004 0.000 53.65 53.31 0.34 2 3 342.91 8.00 4664 135.42 120 2 6.357 0.004 0.000 53.31 47.87 5.44 3 4 342.91 15.00 23 44.05 120 2 6.357 0.004 0.000 47.87 47.64 0.23 4 5 342.91 18.00256243 113.08 120 2 6.357 0.004 3.900 47.64 43.23 0.51 5 6 342.91 25.00 222 26.94 120 2 4.260 0.027 0.000 43.23 41.82 1.41 6 7 342.91 40.00 223 39.08 120 2 4.260 0.027 17.333 41.82 22.33 2.15 7 8 342.91 20.00 23 30.10 120 2 4.260 0.027 0.000 22.33 20.97 1.36 8 9 175.90 160.00 223 30.82 120 2 3.260 0.029 0.000 20.97 15.42 5.55 9 101 21.18 3.00 2 1.70 120 1 1.049 0.144 0.433 15.42 14.31 0.68 9 102 19.42 11.00 23 5.90 120 1 1.049 0.123 1.300 15.42 12.02 2.10 9 10 135.30 10.00 23 24.12 120 2 3.260 0.018 0.000 15.42 14.78 0.64 10 103 19.55 8.00 23 5.90 120 1 1.049 0.124 0.867 14.78 12.18 1.73 10 11 115.75 3.00 23 24.12 120 2 3.260 0.013 0.000 14.78 14.42 0.36 11 104 20.46 3.00 2 1.70 120 1 1.049 0.135 0.433 14.42 13.35 0.64 11 105 18.73 11.00 23 5.90 120 1 1.049 0.115 1.300 14.42 11.18 1.94 11 12 76.56 12.00 23 .24.12 120 2 3.260 0.006 0.000 14.42 14.21 0.21 12 106 20.14 3.00 22 3.40 120 1 1.049 0.132 0.433 14.21 12.94 0.84 12 13 56.42 10.00 23 24.12 120 2 3.260 0.004 0.000 14.21 14.09 0.12 13 107 19.82 3.00 23 5.90 120 1 1.049 0.128 0.433 14.09 12.52 1.14 13 14 36.60 12.00 23 24.12 120 2 3.260 0.002 0.000 14.09 14.03 0.06 14 108 37.75 3.00 23 7.50 120 1 1.380 0.111 0.433 14.03 12.44 1.16 108 109 18.00 10.00 2 1.70 120 1 1.049 0.107 0.867 12.44 10.33 1.24 14 15 -1.15 10.00 23 24.12 120 2 3.260 0.000 0.000 14.03 14.03 0.01 15 110 37.74 3.00 23 7.50 120 1 1.380 0.111 0.433 14.03 12.43 1.16 110 ill 17.99 10.00 2 1.70 120 1 1.049 0.107 0.867 12.43 10.32 1.24 15 16 -38.89 10.00 23 24.12 120 2 3.260 0.002 0.000 14.03 14.09 -0.06 16 112 37.83 3.00 23 7.50 120 1 1.380 0.111 0.433 14.09 12.49 1.17 112 113 18.03 10.00 2 1.70 120 1 1.049 0.107 0.867 12.49 10.37 1.26 16 17 -76.72 6.00 23 24.12 120 2 3.260 0.006 0.000 14.09 14.27 -0.18 17 114 19.58 6.00 22 3.40 120 1 1.049 0.125 0.867 14.27 12.23 1.17 17 18 -96.30 12.00 23 24.12 120 2 3.260 0.010 0.000 14.27 14.60 -0.33 18 115 50.45 6.00 23 7.50 120 1 1.380 0.189 0.867 14.60 11.18 2.56 115 116 31.73 10.00 23 7.50 120 1 1.380 0.080 0.867 11.18 8.92 1.39 116 117 15.00 10.00 2 1.70 120 1 1.049 0.076 0.867 8.92 7.17 0.88 18 19 -146.75 4.00 23 24.12 120 2 3.260 0.021 0.000 14.60 15.21 -0.60 19 118 20.26 6.00 22 3.40 120 1 1.049 0.133 0.867 15.21 13.09 1.25 19 8 -167.02 180.00 2223 37.52 120 2 3.260 0.026 0.000 15.21 20.97 -5.76 A MAX. VELOCITY OF 10.82 ft../sec. OCCURS BETWEEN REF. PT. 18 AND 115 1. ❑&10OAk10H 3ade Company Inc. Consulting Engineers Village Green Apartments, Barnstable, Ma.1950 sf in attic dry system(05-10-13) PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T"/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing Check Valve --------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------- FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. ' s Zade Company Inc. Consulting Engineers 140 Beach Street, Boston Ma 02111 (617)338 4406 H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T , Village Green Apartments, Barnstable, Ma.1950 sf in attic dry system(05-10-13) W A T E R S U P P L Y STATIC PRESSURE (psi) 70 RESIDUAL PRESSURE (psi) 65 RESIDUAL FLOW (gpm) 1053 B ,D 0 S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MAXIMUM SPACING OF SPRINKLERS (ft) 12 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 SPECIFIED DISCHARGE DENSITY (gpm/sq. ft. ) .125 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .125 gpm/sq. ft. FOR A DESIGN AREA OF 1950 SQ. FT. OF FLOOR AREA THIS SYSTEM OPERATES AT A FLOW OF 342.91 gpm AT A PRESSURE OF 41.82 psi AT THE BASE OF THE RISER (REF. PT. 6) PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 001 SCHEDULE 40 ❑&100❑&k12H I f J WATER SUPPLY/DEMAND GRAPH_........... .._ � �,._ ..._.. ,.._.._.. �� Village Green Apartments, Barnstable,Ma.1950 sf in attic dry system(05-10-13) 15000 . y , 4_ .._. ._. ..... . ....... 140.00130.00 E 120.00 _ r R 100.oo _� E 9a.aa S 80.00 s 7a.as z R 50.00 _. ..... E 40.00 3 € £ 30 00 20.00 _._.. i .. 10.00 0.00 0 500 1000 1500 2000 Supply: G5.00 psi 1063.00 gpm FLOW tv Demand 53,65 psi @ 592.91 gpm Nx & Ek law II .EFL E °3 f ....:..;,.:,,.,,.,.....,,._.,....,a„.,.,..,. .., ,..:. ...._.........: ............:....�w.,w._wm�:x..,. z_...s.s,.... ..x4.w..::...,.''�,,.,?x;'.�_Y;�,,,:: .;:.:!mar,... ,...,..,........:............x.,x....:: ,.��"�� --.s�__� ..... .....,. i F Town of Barnstable j Regulatory Services L � i.�arrsr.►at�, Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section Lf Usin A Builder � t 6. He-5It n e-�Tuc�ee as Owner of the - subject property herebyauthorize_ 't>a_ ,p �a�fi-reams - to-act'on my behalf, in all matters relative to work authorized by this bulling pertnit application for. (Address ofJob)C7„ M j 8 rq zoo Signature of Owner Date qq Print.Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QYORW OWNERPERMISSION f W LICENSE OR PERMIT BOND BOND NO. S-824953 KNOW ALL MEN BY THESE PRESENTS THAT WE, Dakota Partners, Inc. of_. 1264 Main Street Waltham MA 02451 as Principal, and NGM Insurance Company a Florida corporation with its principal office at 55 West Street Keene, NH 03431-7000 as Surety, are held and firmly bound unto Town of Barnstable Building Divis on in the sum of Five Thousand and 00/100 Dollars ($ 5,000.00 ), for the payment of which sum, well and truly to be made, we bind ourselves, our personal representatives, successors and assigns,jointly and severally, firmly by these presents. The condition of this obligation is such, that whereas the Principal has obtained, or shall obtain, a license or permit from the Obligee for Sidewalk Construction with Street&Curb Cuttings at Independence Drive, Barnstable, MA for the term commencing on the 18th day of June 2013 and ending on the 18th day of June 2014 NOW, THEREFORE, if Principal shall faithfully observe and comply with all terms of the underlying license or permit, and all Ordinances, Rules and Regulations, and any Amendments thereto, applicable to the obligation of this bond, then this obligation shall become void'arid of no effect, otherwise to be and remain in full force and virtue. The Surety may, if it shall so elect, cancel this bond by giving thirty (30) days written notice to the Obligee and the bond shall be deemed canceled at the expiration of said period; the Surety remaining liable, however subject to all the terms, conditions and provisions of this bond, for any act or acts covered which may have been committed by the Principal up to the date of such cancellation. PROVIDED, HOWEVER, that this bond may be continued from year to year by certificate executed by the Surety hereon. Regardless of the number of years or terms this bond remains in effect, and regardless of the number and amount of claims that may be made, the maximum aggregate liability of the Surety is limited to the penal sum of the bond. SIGNED, SEALED AND DATED cn this 18th day of June , 2013 Dakota Partners, I . By Steve Prittie NGM Insurance Company By y-in- act D. O. Smit 68-QQ-0002a-05 NGM INSURANCE COMPANY POWER OF ATTORNEY �A member of The Main Street America Group S-824953 KNOW ALL MEN BY THESE PRESENTS: That the NGM Insurance Company,a Florida corporation having its principal office in the City of Jacksonville,State of Florida,pursuant to Article IV, Section 2 of the By-Laws of said Company,to wit: "SECTION 2.The board of directors,the president,any vice president,secretary,or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behalf of the company and affix the seal of the company thereto,bonds,recognizances,contracts of indemnity or writings obligatory in the nature of a bond, recognizance or conditional undertaking and to remove any such attorneys-in-fact at any time and revoke the power and authority given to them." does hereby make,constitute and appoint D. O. Smith its true and lawful Attorney-in-fact,to make, execute,seal and deliver for and on its behalf,and as its act and deed bond number S-824953 dated June 18, 2013 on behalf of ****Dakota Partners, Inc. .— in favor of Town of Barnstable Building Division for Five Thousand and 00/100 Dollars($ 5,000.00 ) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrument was signed by the duly authorized officers of the NGM Insurance Compam7;this act of said Attorney is hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authority of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held on the 2nd day of December 1977. Voted:That the signature of any officer authorized by the By-Laws and the company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking, recognizance or other written obligation in the nature thereof, such signature and seal,when so used being hereby adopted by the company as the original signature of such officer and the original seal of the company,to be valid and binding upon the company with the same force and effect as though manually affixed. IN WITNESS WHEREOF,NGM Insurance Company has caused these presents to be signed by its Assistant Vice President,General Counsel and Secretary and its corporate seal to be hereto affixed this 3rd day of January,2012 J10,t+t��x��lG,+�+N,,,� � '�. NGM INSURANCE COMPANY By: � -` t Bruce Fox ����`"j��,,;,,„°r°►';���n`'�3 Assistant Vice President,General Counsel and Secretary State of Florida, County of Duval On this 3rd day of January, 2012 before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified,came Bruce Fox of the NGM Insurance Company,to me personally known to be the officer described herein,and who executed the preceding,instrument,and he acknowledged the execution of same,and being by me fully sworn,deposed and said that he is an officer of said Company,aforesaid:that the seal affixed to the preceding instrument is the corporate seal of said Company,and the said corporate seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company;that Article IV,Section 2 of the By-Laws of said Company is now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed by official seal at Jacksonville,Florida this 3rd day of January,2012 P` f fEwhs IMM NOTATASH PUBLIC NOTARY E1W3 STATE OF FLORMA Camm@EE1�a37 1013 M5 I,Brian J Beggs,Vice President of the NGM Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Company which is still in force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jacksonville,Florida this 18 day of June 2013 1923 a� `a WARNING: Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond please call 1-603-358-1343. TO SUBMIT A CLAIM: Send all correspondence to 55 West Street, Keene,NH 03431 Attn: Bond Claim Dept. or call our Bond.Claim Dept. at''1-603-358-1229. 1 C- p : i - w .�..u. ,� / ��^—•-,.� ,•r+.._.�,�?``' `'�+.._.� i ! £ n.. >, a.-E...ik. _ ,n �p� f!{(ii i t , s R as r a " U:Y i a'94, Sx.,a 5r•. J"ano 'l8 2011 1 : 53PM HP LRSERJET FAX 772-600-5577 Page 7 o ��f 4, 2011 4: 13PM FREEMAN LAW GROUP No. 3951 P. 7 ExIa'hit A A oartain pamei of-vacant land Located a 770 Ddve is the VBkp of YJ= t bkZ ,. TOwn and Comity of Dwnstable,.Manirlusmls6 ooaWming mail► 1432 ucteOft Ae 182i abown as e1 20-1 on BausWe Assess Mai 332(sametimas called the 'Vxmises" or dated Aec=ber 17, 9Szb to d in 6A c 131. Tim;Fmnises have the bawgt of tba rI&to use&C 4tY wide eassmail t*6=?vhW Dona head kwvm ae Rmoa Cobb Way. 1?vri0e sere dw VM1 of'Eftwb T_Cobh al Barn table FaMBY Pwbste Coup Dflc cAio. 6 9 atd HquWX0. a3F0063GCl. t Weer ce Idl1� 5 COVENANT FIRE PROTECTION June 251", 2015 Barnstable Fire Department 3249 Main St Barnstable,MA Attn: Fire Prevention Re: Village Green Building 2: 767 Independence Dr. Barnstable, MA 02601 Subject: Fire Protection System Final Affidavit In accordance with the Massachusetts State Building Code (780 CMR, 81" edition) section 903.1.3 the fire protection systems have been installed by, Covenant Fire Protection, in accordance with the approved fire protection construction documents. I have reviewed the shop drawings for conformance to 780 CMR 903.3. No deviations from the approved fire protection construction documents were made. This letter shall serve as a Final Affidavit for the above- referenced project. To the best of my knowledge, the provisions of the Building Code and NFPA 13 standards have been met as indicated on the construction documents submitted and approved for permit and the area of work meets all necessary requirements for the proposed use and occupancy. �H OF MA v S S 10 O`er MICHAEL J. yN JOANIS FIRE PROTECTION can NO.39974 Q' �G/STSQ G Michael J. Joanis Michael J. Joanis,PE Registered Professional Engineer Fire Protection C� COVh_N/ANT 62 WEST BROOK STREET H GENERAL NOTES: YANDWrER NH 031D1 PBGNE:(BS5)517-7821 ALL HEDREPRO NEW PNNG TOM YDROSTATICALLY FCSTED Al HEI LESS MAN m m COV FOR 2 NWRS,OR AT 50 PS W EXO S OF THE MAIMIUY PRESSURL MIEN ME O '.FAX,(NO3)26ANTP@EPRO.COY RE MANMUM PRESSU TO BE YNNTAINEO IS TH EXCESS OF ISO PSI.PER N.F.P.A 11 NETHER M NOT WOICATED ON THE ORANNGS.THE FttLOMNG ITEMS ARE TO BE PRONG@ �i 00F1Ni R1TxdATTAGHNE.T R WATER SWPLY DATA INTEPortDUTE TEMP.HEMS W NECHANICAL SPACES - SPARE HELD CARPER MM WRENCH BAF MP .� PROMSONS FOR RUSHING CONNECTIONS AND WANING OF ALL RPE N MEN✓ WR ECTORS TEST CONNECTION FOR EACH SYSTEM m K� Nm �nrnlLS 1+ I' OtY mRRROFA SYSTEM PRWG e���.w ••�• W O. O�W ALL 1'RRNG ro BC SCIEWIF W BACK S1FEL il0.EADE0 MiH CASs MOHI SCREWED R1TXG5 MrAN���IA�u>A RA WPA IJ 9rin ass3 ALL PRONG 1-1/3'MO IARGER TO BE SOIEOULE 10&AIX STEEL fR00VED MM GRWxEO CONUHR MO � RTTNGS AND tEUIEO OITETS. SEISMIC HANGER DETAILS ORY PIPE TO BE TO®PER TA..I. ). to mrtt'Ia M W00 MAWS SNNL BE AT LEAST T/A'PER I0'o'-o'-0.. STANCH LINES SHALL BE AT LEAST 1/2'PER 101-O RISER DIAGRAM SPRINNIFR SYSTEM M7 RFFIG ALL OINCEALEG FPUW ON RESMENTN.LE,Ls ro BE LAFrM USTED CPK MIX VLC nmm DIPOSED PIPING BASEMENT MNG AND B FEED RPRIG TO BE BACK SOE.D 10 R SOHED AO STEEL -J 1-2'YIN. SPR fR SYSTEM[ESGN AND WSFALATNAI TO CONFORM wM NFR.A 13.1x(2D13)AND THE BW ED.MASS mO BUILDING ME AND-OTTER ATRLCMLE CG s. AFCON 514 COMMON INSTAllATONS ALL SYSTEM PRWG TO BE HUNG PER N.F.P.A 13(2013). ® 3"MI %// At sE mlK mACWG WLL BE WSTALLD FFR M.-A.13(2O3) ® T CDCER OF,m 6 REOUEED. O w>\vaMt st M'za/ReaholnL < PLMS ARE SIBECT M MIMM OENATONS NTSNG RN11 FEW CONDITOIS aHd W AND/W NdiOWATIfM.M"DE-MONS Wu NOT AFFECT CODE COMPLIANCE TYPICAL SSW-HANGERS CV m yOPE OF ADRN. ® NO SCALE /\F Q wFNBmPRDMDCAOEauAiE�AimALLAreA+«TNBwNmwnLL*mMM STANDPIPE NODE DIAGRAM V AT.R F 1--RING Q En MEY AMDMIIIWA MMO.COYMIATII BRl MMEGTMN L'0.RFL WDA IIDYW NPAD I--SHOE WINDER/SPEEDY FASTENER J Z 1LeLq NDFF,NwpraROwM,FOR ANY DAMAOFATIuiumewemraFRA Faw,uLD MF9eEWElrt N.7.S m Ex lVWtTOHD W WA10I8lm FPBHNOAA MHILL ED �RINATERS LOCATED INCEEDILS WTI SOFFITS AND COUNG P ETS SHALL BE RACED IN ACCORDANCE WITH [I] O_ 0 TIE OBSTRUCTON RUIES OF NF.A.P 13.SECTION E.-I W w ALL MIW1C TO BE DOTE BY OTHERS Z FEw�mM Y. w O I LU�nw SEE NOTE (L Z W W W PITCH ♦♦F�Y = TEST VALVE IN READY V W 0) _ FURTHEST/ AGCES4FRE LOCATION 0 J STANDPIPE CALCULATION RESULTS: �J BRANCH UNE GGTN BARE J F 1{ Y PLUG-FOR TESTING CORROSIUJ-RESISTANT Ap W 250 GPM REQUIRED AT EACH OF THE THREE MOST e� TIST A MAM r. REMOVE AND INSTALL WTET pNNG FLOW REMOTE 2-Xe-FIRE HOSE VALVES(SP1,SP2,SP3) TEMPORARY CONNECT / EWIVALENT TO ON ®100 PSI. TOTAL REQUIREMENT AT FIRE PUMP T✓// SPRUH. C I � SYM LINT POSITION FINISH TEMP K NPT SIPJ MFG. MODEL (FDC): 1'UNIO 5'GN.V.E. 199 UPR BRASS 200 5.60 1/2' VK300 VIKING VK300 %_T �. 769.2 GPM®141.4 PSI �I It i1MNB NOTES: TO MINIMIZE CONDENSATION OF WATER IN THE 4 SIDE CHROME 200 &60 1* VK178 VIKING VK178 �IM-tiR'nF NM aMM DROP TO THE TEST CONNECTION,PROVIDE 116 PEND WHITE 155 5.60 1 2- VK462 VIKING VK462 AVAILABLE PRESSURE OF 158 PSI EXCEEDS A NIPPLE-UP OFF IO THE BRANCHLIKE. x 52 PEND BRASS 175 5.60 t/2" VK302 VIKING VK302 REQUIRED PRESSURE OF 141.4 PSI.THIS IS A DRY TEST CONNECTION(PER NFPA T3) N.T.S SAFETY MARGIN OF 17.4 PSI OR 11%OF SUPPLY ® 330 PEND WHITE 165 4.90 1/2" VK457 VIKING VK457 _ M BE Qo 12 UPR BRASS 200 5.60 1/2- VK300 VIKING VK300 COMB[NATKM STANDPIPE DRY SYSTEM INSPECTORS TEST M W 0 m>W FP 0.1 C� .... .. .. 62➢6T BROOKo cMEET .N YHONL-(TER.PR7M 1 FA%:(603)232-1822 I , ' 22 —34 I ,I I I I - ! i rrll.mveRAxrame,PRo.rnr I 1 I �� ii 1� I I� U � I i 'I I ( i' }ATQf SUPPLY BLTA I• U `I --_- =_- - I - I I 4 �I CBASEMENT PLAN � SCALE CN z 0 z a J K LL a. co of Ir Z m O _,...m, - _. ...,...� . Ee O LU u 0. F7 i W W r CD IL z LU I > � -.,.1 _ VI I I ' .11 11 tlI .11 1 II 1„ -.. ... - ..� �.. � iI �.1 III III III I11 II .... -..�.. .e. 'I I nl nl In e ` 1 1 I II'♦:.ii--r=Atr� { .._ l _.r_. �j- `I L '_ _. V_ _ 1 h �� .F`�' , / � p - FIRST FLOOR PLAN FP 1 .0 m>a. BR00KOSfRM KH 3101 PHONEC1'(�8.55�)517-7621 -� I w......:. — _ �� _� I o. 7 �- .�.., ✓�% PA%:(6W)232-1622 .. � L � � YPNANRDIPFROm m TER SIIPPLV DATA LI _ w�- F} _e r —n � � l• - r, I _ ^ — - i� � I IEI I11 I� I I � :max n...uw I L I 1 ,,,. ,.� _ _ � IGV- - I r, , *a- ll Lam..::�—+• - ,Tk' -� t i-._.�q�-.=c' �--•1 -c] _ __ _ — _ _� a_— 2 SECOND FLOO? R PLAN SCALE: = CN m (� F z J z a m ¢ a m It 'L W o O w O N N CD Z n ._�+�..�. .- :aw_--cnwwiiau L� , -.-�:_ .:rvu_ r�-. _ _ _ ?•=w.�:dcq Pr L[ g, LU W a. CDIL F f _ _ -v� 5 " BE 0-1 ot ti- - � 1 I � ,i I �1 I� L ._ 11 I I u •�. �i n I I u � i r I�..� ,��I � � �;�� °"" oe.ze.�a -- 11 n -79 I '� y ��' � � ' / + Ire•=ra• fi i4� OscnRD FLOOR PLAN l .FP 1 . 1 mm� C� COV.:oN�c„oT 62►PSI BROOK 311iW YANCHEMW NH 03101 PHONE(855)517-t621 PAR:(009)232-1822 1111V.COVPNANTPBURO.COH �ATEP 3UPPLV DAtA uee 4 tl am I Q to J z w o z w w Q' z a E f Ur w LL .e w W w SA LEVEL PLAN . J SCALE: I/8"= I'-0" I J z U y� ggigg Q ,. a528.0 tre•=ro• n BE .+ MJ FP 1 .2 Contractor's Material & Test Certificate for Aboveground Piping i Additional printed copies of this form are available to insureds form: Customer Services,FM Global,1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Property I.D. Property Name: Village Green Building 2 1 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control N Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? N Yes ❑No If no,explain: Location: Crawls ace Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK300 2014 Yz'K=5.6 64 200 Pipe and Fittings: Pipe conforms to NFPA 13 Standard N Yes ❑No Fittings conform to NFPA 13 Standard N Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Pressure Switch Potter PS-10 10 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Victaulic NXT 4" Dry Pipe Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pie Water Pressure Air Pressure Pressure Test Outlet Properly Min. I Sec. PSI PSI PSI Min. Sec. Min. I Sec. 01998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Without 15 65 13 10 20 yes Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi ing Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes I No I Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. D i in neumaticall tested? ®Yes ❑No Equipment operates properly? ®Yes ❑No If no,reason: Drain Test I Reading of ga e located near water supply test pipe: 70 Residual pressure with valve in test pipe wide open? 60 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping, Verified by copy of 856? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Welding: Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29/15 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: �ano-n. `.Kali ain, RE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Additional printed copies of this form are available to insureds form: Customer Services,FM Global, 1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall)be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out aid signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. ProDertv I.D. Property Name: Village Green Building 2 1 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authcrity's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control ®Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes ❑No If no,explain: Location: Basement Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK300 2014 Yz'K=5.6 1 200 Viking VK462 2014 ''/z'K=5.6 46 155 Pipe and Fittings: Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13' Standard ®Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to O erate Through Test Pipe Type Make Model Min. Sec. Flow Switch Potter VSR-F 32 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Dry Pipe Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pi,3e Water Pressure Air Pressure Pressure Test Outlet Pro erl Min. I Sec. PSI PSI PSI Min. I Sec. Min. ISec. I ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 f Contractor's Material & Test Certificate for Aboveground Piping F ai Without Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi in Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests:shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2 7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water llevel and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. —FDry pipingpneumatically tested? ❑Yes ❑No Equipment operates properly' ®Yes ❑No I If no,reason: Drain Test I Reading of gage located near water supply test pipe: 70 Residual pressure with valve in test pipe wide open? 60 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping, Verified by copy of 85B? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Welding: Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29115 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: �ana.n, .9Ca,k,a- FPE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping j0l, Additional printed copies of this form are available to insureds form: Customer Services,FM Global, 1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Property I.D. Property Name: Village Green Building 2 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control ®Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes ❑No If no,explain: Location: First Floor Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK457 2014 Yi'K=4.9 104 165 Viking VK462 2014 Y2"K=5.6 28 155 Viking VK302 2014 Yz'K=5.6 16 200 Vikin VK178 2015 1" K=5.6 4 200 Pi a and Fittings: Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13 Standard ®Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to O erate Through Test Pipe Type Make Model Min. Sec. Flow Switch Potter VSR-F 32 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Dry Pipe Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pie Water Pressure Air Pressure Pressure Test Outlet Properly Min. Sec. PSI PSI PSI Min. Sec. Min. I Sec. ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Without Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi in Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)fo-two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. Dry pipingpneumatically tested? ❑Yes ❑No Equipment operates properly? ®Yes ❑No If no,reason: Drain Test I Reading of gage located near water supply test pipe: 65 Residual pressure with valve in test pipe wide open? 63 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. Verified by copy of 85B? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Weldin : Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at leas.AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29115 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: Sang-n, X.A. RE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Additional printed copies of this form are available to insureds form: Customer Services,FM Global,1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Prooertv I.D. Property Name: Village Green Building 2 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control N Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? N Yes ❑No If no,explain: Location: Second Floor Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK457 2014 1/2'K=4.9 112 165 Viking VK462 2014 Y2"K=5.6 21 155 Viking VK302 2014 %'K=5.6 18 200 Pi a and Fittings: Pipe conforms to NFPA 13 Standard N Yes ❑No Fittings conform to NFPA 13 Standard N Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to O erate Through Test Pipe Type Make Model Min. Sec. Flow Switch Potter VSR-F 32 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Dry PI De O eratin Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pipe Water Pressure Air Pressure Pressure Test Outlet Properly Min. I Sec. PSI PSI PSI Min. Sec. Min. I Sec. ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Without Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi in Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests s-iall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.;bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water lavel and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. D piping pneumaticallytested? ❑Yes ❑No Equipment operates properly? ®Yes ❑No I If no,reason: Drain Test I Reading of gage located near water supply test pipe: 65 Residual pressure with valve it test pipe wide open? 63 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. Verified by copy of 856? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Weldin : Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was tarried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29/15 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: YQAo_ FPE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping j�o Additional printed copies of this form are available to insureds form: Customer Services,FM Global, 1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Prooertv I.D. Property Name: Village Green Building 2 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control ®Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes ❑No If no,explain: Location: Third Floor Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK457 2014 ''/:"K=4.9 114 165 Viking VK462 2014 %"K=5.6 21 155 Viking VK302 2014 ''/2"K=5.6 18 200 Pipe and Fittings: Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13 Standard ®Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to O erate Through Test Pipe Type Make Model Min. Sec. Flow Switch Potter VSR-F 32 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Dry Pi De Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pie Water Pressure Air Pressure Pressure Test Outlet Pro erl Min. I Sec. PSI PSI PSI Min. Sec. Min. I Sec. ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Piping F ai Without Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi in Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. D i in neumaticall tested? ❑Yes ❑No Equipment operates properly? ®Yes ❑No If no,reason: Drain Test I Reading of gage located near water supply test pipe: 65 Residual pressure with valve in test pipe wide open? 63 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping, Verified by copy of 85B? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Weldin : Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at least AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29/15 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: �ano.-n, 9Ca.R,am, HE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8199 Contractor's Material & Test Certificate for Aboveground Piping F ai Additional printed copies of this form are available to insureds form: Customer Services,FM Global, 1151 Boston Providence Turnpike,P.O.Box 9102,Norwood,MA 02062 Procedure:Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall.be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Property I.D. Property Name: Village Green Building 2 Date:6/29/15 Property Location: 767 Independence Dr.Barnstable,MA Plans: Accepted By Approving Authority's Name(s): Barnstable Fire Department Address:3249 Main St. Instructions: Has person in charge of fire equipment been instructed as to the location of control ®Yes ❑No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? ®Yes ❑No If no,explain: Location: Attic Sprinklers: Year of Temperature Make Model Manufacture Orifice Size Quantity Rating Viking VK300 2014 ''Y2"K=5.6 180 200 Pi a and Fittings: Pipe conforms to NFPA 13 Standard ®Yes ❑No Fittings conform to NFPA 13 Standard ®Yes ❑No If no,explain: Alarm Valve or Flow Indicator: Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. Pressure Switch Potter PS-10 10 Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial Number Make Model Serial Number Victaulic NXT 4" Dry Pipe Operating Test Continued Time to Trip Trip Point Air Time Water Reached Alarm Operated Through Test Pie Water Pressure Air Pressure Pressure Test Outlet Properly Min. I Sec. PSI PSI PSI Min. Sec. Min. I Sec. ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Contractor's Material & Test Certificate for Aboveground Pipingjrl�` Without 15 65 13 10 20 yes Q.O.D. With Q.O.D. If no,explain: Delu a and Pre-action Valves: Operation: ❑Pneumatic ❑Electric ❑H draulic Pi in Supervised? ❑Yes ❑No Detecting Media Supervised? ❑Yes ❑No I Does valve operate from manual trip and/or remote control? ❑Yes ❑No Is there an accessible facility in each circuit for testing? ❑Yes ❑No If no,explain: Does each circuit operate Does each.circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Min. Sec. N/A Test Description: Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure in excess of 150 psi(10.3 bars)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.All above- ground piping leakage shall be stopped. Pneumatic:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1-1/2 psi(0.1 bars)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2(0.1 bars)in 24 hours. Tests: All piping hydrostatically tested at 200 PSI for 2 hrs. I Dry pipingpneumatically tested? ®Yes ❑No Equipment operates properly? ®Yes ❑No I If no,reason: Drain Test I Reading of gage located near water supply test pipe: 70 Residual pressure with valve in test pipe wide open? 60 Under round mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. Verified by copy of 856? ❑Yes ❑No Other: Flushed by installer of underground sprinkler piping? ®Yes ❑No Explain: Blank Testing Gaskets: Number Used: Locations: Number Removed: Welding: Welded Piping? ®Yes ❑No If yes: Do you certify as the sprinkler contractor that welding procedures comply with the ®Yes ❑No requirements of at least AWS D10.9,Level AR-3? Do you certify that the welding was performed by welders qualified in compliance ®Yes ❑No with the requirements of at Ieast.AWS D10.9,Level AR-3? Do you certify that welding was carried out in compliance with a documented quality ®Yes ❑No control procedure to insure that all discs are retrieved,that openings in piping are smooth,that slag and other welcing residue are removed,and that internal diameters of piping are not penetrated? Hydraulic Data Nameplate: Nameplate provided? ®Yes ❑No If no,explain: Remarks(Date left in service with all control valves open): 6/29/15 Signatures: Name of Installing Contractor:Covenant Fire Protection For Property Owner(Signed): Title: Date: For Installing Contractor(Signed): Title Date: Y1ana.n, X.A. HE 6/29/15 ©1998 Factory Mutual Insurance Company EMV 85A ENGINEERING 8/99 Final Construction Control Document w To be submitted at completion of construction by a Registered Design Professional for work per the 8th edition of the Y� Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D(formerly A)Date: 11 May,2015. Permit No._201305822/20140970 Property Address:[767 D Independence-Drive;Barn e,)MA Project: Check(x)one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, 1, John LaFreniere, MA.Registration.Number; 7242 Expiration-date:.Aug 31, 2015, am-a registered design.professional; and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ( X) Architectural ( ) Structural ( ) Mechanical ( )Fire Protection ( )Electrical ( ) Other: Describe for the above named project. 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and-to-determine if the work was performed-in-a:manner consistent-with-the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or �V electronic signature and seal: 4 LAFRENIEiiE ' I �tI& CAMBRIOGE f+ MA Phone number: 617-661-4222 Email: JL@L-architects.net Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document 2 To be submitted at completion of construction by a d Registered Design Professional 01M SY4�� for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D (formerly A) Date: 23 June, 2015. Permit No. 201305822 Property Address: 767 D Independence Drive,Barnstable,MA Project: Check(x) one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, 1, Muzaffer Muctehitzade MA Registration Number: 32579 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': ( ) Architectural ) Structural ( ) Mechanical ( )Fire Protection X)Electrical (Fire Alarm) ( ) Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet'or electronic signature and seal: MUZAFFER !� MUCTENITZADE ELECTRICAL No.32579 Phone number: 1 -be . 6 7 338 4406 Email: zadeco@aol.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document u To be submitted at completion of construction by a d Registered Design Professional e" for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D (formerly A)Date:23 June, 2015. Permit No._201305822 Property Address: 767 D Independence Drive, Barnstable,MA Project: Check(x) one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, I, Muzaffer Muctehitzade MA Registration Number: 32579 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ( ) Architectural ) Structural ( ) Mechanical ( ) Fire Protection ( X)Electrical ( ) Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. . 2. Have performed the duties =or registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. OF Enter in the space to the right a"wet"or MUZAFFER !� electronic signature and seal: MUC7EHITZADE ELECTRICAL A ,Q o.32579 Phone number: (617) 338-4406 Email: zadeco@aol.com t� Building Official Use Only Building Official Name: Permit No..: Date: Version 06 1 1 2013 Final Construction Control Document H To be submitted at completion of construction by a W Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D (formerly A)Date: 23 June, 2015. Permit No. 201305822 Property Address: 767 D Independence Drive, Barnstable, MA Project: Check(x) one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, I, Mohammed Zade, MA Registration Number: 27233 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning ( ) Architectural ( ) Structural (X ) Mechanical (HVAC) ( )Fire Protection (. )Electrical ( ) Other: Describe for the above named project. 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a wet or electronic signature and seal: g MOHAMMED ZADE 67W No.272M Phone number: (617) 338-4406 Email: zadeco@aol.com �DN Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document H To be submitted at completion of construction by a W Registered Design Professional o,,M SYov for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D (formerly A)Date: 23 June, 2015. Permit No. 201305822 Property Address: 767 D Independence Drive, Barnstable,MA j Project: Check(x) one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, 1, Mohammed Zade, MA Registration Number: 27233 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': ( " ) Architectural ( ) Structural (X ) Mechanical (PLUMBING) ( )Fire Protection ( )Electrical ( ) Other: Describe for the above named project. 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet'or electronic signature and seal: �� OF s ZADE H fto 27233 Phone number: (617)338-4406 Email: zadecogaol.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document H To be submitted at completion of construction by a Registered Design Professional for work per the 81h edition of the p�M SVov Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Village Green Building D (formerly A)Date: 23 June, 2015. Permit No. .201305822 Property Address: 767 D Independence Drive, Barnstable, MA Project: Check(x) one or both as applicable: ( X )New construction ( ) Existing Construction Project description: Three Story, 36-Unit, wood-framed apartment building, I, Muzaffer Muctehitzade MA Registration Number: 39362 Expiration date: 6/30/2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: ( ) Architectural ( ) Structural ( ) Mechanical ( X)Fire Protection ( ) Electrical ( ) Other: Describe for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. OF Enter in the space to the right a"wet'or MUZAPFEi: e electronic si ature and seal: � MUCTEHii2p;._ FIRE PROTECTION' N0.39362 . �ST� Phone number: (617)338-4406 Email: zadeco@aol.com t.E Building Official Use Only Building Official Name: Permit No.:: Date: Version 06 11 2013 ®FRENIERE RCHITECTS WlbNero NCNrech Inc. � Conuby.u+r I wn o-rae r.x o-w> �wr o-an w�o-rw wr o_x, VILLAGE GREEN _ L=-- All _ 1 APARTMENTS . 4 I I BARNSTABLE,MA ----- - =�i ---- — _- - ---_ -is---.. aK CONSTRUCTION DRAWINGS la — 1 wm o-aw f wr o-� wn o-xoa w.i o-rw w+r o-mz I I BuaDINo Tr sEcoNo Flooa PLMI war o-un w,n c-gym umr oam —I D— , i �,•, I -' ',i a�. - - rot es '- - Wen Y&ml7 '-"� reoat*e:ovozs WALF AS NOTM ;.ar oa,o uar o-�m war o-,ue wn o-a. wn oaox I SECOND AND THIRD FLOOR P -- ADDRESS PLANS BURDIND%Y THIRD FLODR PLAN A D I A 2 ein.e ir..v �- t a(--v ®FRMERE RCHITECTS tantuuv.reuteee uK. - m cwonn / VILLAGE GREEN APARTMENTS t� BARNSTABLE,MA CONSTRUCTION -- DRAWINGS �=-- FF ��BURAING 9'B0.SEbiENT PLAN EA 7 I � 4 ni+.'- lUlf A1Y4 alq 1 vROJEcr c owas sG�ce ns rta>Eo twt o-+to 1 roar o-+oe � twr o-tm �nur o-tu uwz o-ro: i � I 9' SASENT A EM . - FIRST FLOOR e �Aa O oo; ADDRESS PLANT 2 BUILDING D'FlRST FLOORLA PN AD1.3 r���