Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0100 BREEDS HILL ROAD (6)
- - �� . .1 iOc;>-'B-v-ezc)-,S /4'411 -�, 1 . I 'S I TO �,�S I 9, CC-710-4, LW �S I - I I �. � - - @00c ,- , 1". - I 1 . �� 11 -.1 I -" 1"" _.� � AA I , - , --t A 1 1, 0 "," 'r-O - - , , '-�" !�'�, ., 'S, 7� A 14 .11 � - ,I) - I 1 1 - ��,, ',r I A,,jyy:.I� -" I ��-�o K-1 -, - S q 1 16 � , 1 4� , - 14 -, t p1cp+T1ct-v1 v I *� ��': ,�� .1 I � . I ,-?i "". & .1 �I, W, 1-��7- '911101;. ".I . -, I I , 4 AT VQ:--�":;"-;:."-' v 7 n; �, � 1 7 v"�w" 7, � , - . fww Sp � : , - , ,- , , .. - 1-1. - .7vevoj vv - �,-, " -0- "", ," , -i'�...... � - ,-, , -.,e', , , , ��v:`A,,,,,�,,,,��:,`��J .- , - "-- '�- � -- ,. , !�,�K , - � -, ,-i, ,�,;,:-', . . ��) ; ,,", , ,- ,",,, , . -, , 'f';,L,���Ii��4711--'M " - �- '� ," . - R[6LSn,j jw,,-�. """,", I "'li�,'�'i2 �� � , ,�',,',��",�,,,, - - 4 ,��, "" I " - ,";--, . . , ---, -- -"�,�g�,',',;--, ��,,�'-12., -, I , -17--- �,p,,�, �.;-�"� ,�t""-",�.��.*',,,,'���,",,,-,�",.",.,�',�,�,,,'�.,���',,, ,, "I'k. -- .. I- "- . - �'A-`,,' �'.i-,.-;-"��,��':�'. !��;r"r"-",�,�i�,����,-7�-,,,',��,,!�,�,= , - , , , ,'�,,.,,��,�,�,,,��i,��,��',",'�,'�,,'�,�, - ,,- i"".'i';� 11 1, 1-� - v 41, � I I f 1 7 1 1 11 1 KOWN W� - �- I --�-----;,-? , I , ," , ", 'I,' -� - `�", -1 -,,;,:�;� � I , - - , , -A"'g"�,!-"'��,,,��,-,,,g �,',,c-,-,, "-1 �,,,,,, "', ,�'��l-,��,��',',�� ^,,t�,,��',,�.`j",`.�,`,` "-l",'������,',�."",��,.��F� I",�`�14'1��11,"I�I'l�""��ll.'�,,����,�,'������` , . . ...� 'i` -"g,��,��,`�� - .. ,�� ", )"..14-1- -;'� M, . - -.�,- - - ,i:�:�`-1111��-. -,"��,,�,,� �,i,,�,,,�,,,.- ..", , � I i`�w :,'�,� "'`�-?,(` , - , , , to I',' - ��`�,�,-,�a,,',`11�' 'I�'�'�I'll'i"�l',�,'�-""""",�,�,'�,�,,��, �f",,�,.�l":�l-'��l,-�,.�."�-l""I�.t�,��l'.�-'�'r,4 , �1'1-,�','�""�',',-, ," .1 I I I - , L. - , , � -,,,,,,-,, �, ,�-,'. i ,�,, "";'M i" ,�,"�,,,�i��, a-� � , ...� . � , - -1 .-"- , --Cal wM ,`�',', - "'I - g ',,� , ", , ,�,��.,tu-,, , j ', .... .... --- , I I - . , t ,gz,�,�,�"""",�,,��,-,,,�t',�,,'�-�4��'!��-,",��",'�,���,'�,�&,, ',,,i,!,.,,',�,�,, 1�!�, .,g�", .,i��',�,',',,',��,,,�'�i,�,�--'�� ,�-�,,,�"y��"A�,,,,,�',�,,�i!.-� ,"F4'-',�,�,;,��,��. ,,�';: " ,4 t�� �F1, * * , � ,,,�'."� ��".,"�,��, " ""R """,,-�'!"�',"�'j . , ` - 11 , , '�� '),4j 1 "I � I I f- 7 "I ,"' " �, 1; , V, I 10 I` - I'll-., - , �" - ,I, i �,���, ":� ��.� L --, I I . I ... I i I � 'i � 1� -"I, -- .. � 0��`,,, ,,,`,,�` -.,,-,,�', ',-,�'�,,',', ,�,-rr`,;�,�,,,""",�:"��,,,",,��'��-�,�,',-,,,,,�,',�',�,'.,�,,,��';�,.�'�'.,"",�.�'�.'�',�',"��,-�,�,,,�,i5,��,�""",",�,-,,',,,".,� ., �, 11 , " ` �� ` � �ft-� �I I� � . , -,,�, � - -, -" , , .� I --l"'I"i , , - 't' '�`,5-',,,��,-�"I"�'�,�,�"v� `� ., - , _ , - �L",- - , t - . � , .",��",)"?,,;,�"�,��;�,,�',-"�,,'.-��;,��, , -_ _ , 1p�Ril� '� , ," '� "", ` 'i ",/,(:!i'1 , , � ,� , ---,� .1 I �I , ,���.�,�;,,�.",��:�.���"-".:,',,, -,,� ,,�,-,,;�,- I , �'"" L" - '� -,�-,-,�,�,,-,,Z,�,"i"'4 "��,,����",�-,��.�,'A�"",�",���-,��i���7"�,,t,,.�",..",�,I , - - V� . ,1-�"-I --'�, - --'N-,�,',z,�'�-�,,�,p , , '� " -,,,-- - �L " I" �41�'!"�,", -, - - , 1. - ,"`,�, -,,�-,;.-,�7,4-,� - , I I I I'l� �, .61' �Y*�;,',`�,�','� ,,�,,�;!,',,- %,'�',',�,�,�,,",n, --,,,,,--,'�,,��,�-,,�-,�,v �,"'�-,��;- �-,0 4!) "' `� ,�! �11, � `��`�:;��!":�! �L ,,,,,��,".-�-,'�,�,,�,:I��,"�,�'�� "N""$ - , " ,',�,,'��t�i,�"`,�"":,;��:`,��";���!,�:,� .��,�,-,- ,pz�,,,,.�,,,- ,, ,- , ,�:", - ," , , -,,, i",'., .- " � ,-� g �, �4,i7 .0 �, I ,,,- ,��, ,i. , ',,.�5�4'3,,i , j , _ , "" , , ",, ,--`�,�:`,�,� 3;�r i,,Z�.'iR,,,`g-,,;N,�,." ;',, , `�,' -`- 11""�'1�1-11`,` �-,"',,�r"",!I�,'��,-�-7"����, -�- ,.`�V`�i, ,/F ,;�`" "",-� " "', ; ,-,,-,-,,,,,,i",; � , - , - -�,Rv,", t-, ", � t;- ",', ,"", , , *�- elk. 1A i - -, " ,� .�, , ,., ...�'- , ,,-, ,"',"'.,�,-"'�,,,�.,� ,� '�'�',,.X, ,`� -",' '11"T".2 lellg',�kl�,'�`?, , &,, � gl;�, 0?�,'���t_, !� ", �,`,'11'11'�',,,'-.,",�' �:, �� - �. ,��, �., , ,j��,��� ,i, ,'�',- �, "", -Z , ,��V,'� --, ,.'�,'�:�.,,���,*?�",�,�,�-,�!,��� - k,'�.,��,,,�.,��'e-�?,�"4.,k,z�,,��"""�"L-"����,�,."�,�,�,7 '3 ;!'%,�,,',-,�, '���;�, `,�" -*?�,,,- ,,� L� ., ___� ,, , � , .'�,��,,,,� "I""Q,.,�,� .�,iO� , -,,,��t"�""�,,,',i,;� �, �: ;*n�n-t�L�ys�,�, -,�� , ,,'"', �"� �,, _4� �, �-�, .- ,,,, -, ,� "",,,',�, - ; -� - -- , �,� , ,��5",�:q�, '1�""".., --, -,:��;,�I,', , , I'--- - ",`�;�"'�.,�' " R ia, 11 $ - - ,. ;, - 'z,,',2,6�,,,�.-;,-,�,�",�� q'N ,'n�, �",`,'-- ��-,��"',',_j,, 'A, � . , � 11-11-1�, ,-�,,,,T -,-- I- ,":��, :"t'L' � "' , 11 �' �', -',,*�,r���".'t",�'��,�","-,',�Qf,47,�,"',���,,�,,�,ir'�-""�'�,i,..,',�"", ,�',ig5,�,,&',',�t�Aij,;',i�,�'�,,�,"'�",��;�!�v"�QoJI ,- -�� ,3 ", ,,, ,�, ,- - ,- - �, " -, �, , , -�'a "�,- 1���,�,�.�: ��,�,�� . -- . - , , , , ,"....,,,,,, , I I .���� -� �1, � ,�,� , ., �-",0, ��",- ,,I"-. '�"*� ."� , , ','�',� `�� - "-!�',,', '��',,`-,`.;'�'�,`;--. -1;i,-�-�,,,, .-�, 4', , - - � " - -� - ,,�,.,�', _L�"l � ,, -,, * - i -� --, -� '-`-�' .",-,,`,',',�,',�.�����-,',.�� �,��,,�;,���i��,, -;,;�,.',,'�,, """""" I uw - � � , , . , -�,,�1-, ,,,-,",*�,,,,�,!����',',;1�" �� . .......� I , ,, � �,,,.�,'�,,,,�,��,,��.����,-;,�,,�,�,'V-,"�i",� .�"L,",',�,!, " -�,,,, -��"L'-, !� �, ,�-�,�'---, 11 ,� �,� �,��,���,� , -, - , �- ` '�`-�`, , " -'p �," � , ��';!�,�����I,.�-�-�,��, ,, -"" "I - ,-� � , ��,�;��:�.r.�,,�,",',�,'�-�,,"��,� ��-,�i;�-',.-','.,"4!"�'�l�'..�',�:�',�',�,:,-"�,,,,�����,', ',��.f�- ,;,- �,,�-,,-'i"o,� " 8",��,,-,�,-,,,- . , - _, ,_ _ .: '�� mq%11� - "I 'i i" " , , "�5 ",, �,"g��v,q,�;�i,�T��:,`�1,,�,;�,:,>"'-;,-, ,� , " �, � , ,�,,� , "", ,��,;,,,,','�,,��"",�.f,,�',�""",'��,�,,,�!�,�",�,(,�9,,�,,,,����,.�,,�,-,,--,,;,,,1-,-tJ�, V,_ - -�,!,,�-- , ,�;y L , , . - - - � , - � ""', Z , . � ,". .� �". �,���; ",�,�, ,",,,,_;',,_ ,,,, , "" ,�-" ,"-, �', ;, , --� " " ,-L �,-'�Z, ,� -'�� ""��,,,,,�, � .�,,! , ,��,, �7'. 5 ,; .�� , , , ., , ��" ,� , " "-,2 , " 5-,'-,!�-,,�, � ,�, , �� ,, ,�.&�� t"",� ,- -. .�., ,��� ,I " - , , .�', �, �� ,� - .,�"!,, ;� ,-,�,"","',�,,�','�,,��.,�',-- ,�,�,;, A, "�, � ,L ��, , .� m-�'.,� , ,, .x", �" V,A ,-�,,�,,�, �. - , � �,!-,�,--,,,�-,',��,�, i i, � .,, I ",;." .�_�,,-�,',�' 1�,�, � --".,: " ,� - �` """',""��"�.,!�,'��`� `�,��,�,!�"-'�!";"��,� -"��,-,��l.-�,�il%�'I'l"���A�,,�,� �-.� -, - ,, ", - , , - , , -"�A�, - , ,- -,- ,- -.- �. ���;, � '-� � -�, ,;":.N -� , "' " , - , '�-�* -�!,';';`,;�-,, -�.�.--, -,- N, -� v ,�--�-� � ,1 ,-."��.,',,�",�,.-t),�����;���,���!",�,,,,"�i'��,,,,"�""*",��. , � - .,,:-��,;-.,: ,��,,,-,.�",.��"."-,"��-,.:,.,�.,-",-,.,��,.,:,���",-.,,,,,'���,,�z,,',.,r�,"'�,,�-��',,�,�����'L�*r,,,�,'�r��,,"�,'i --l-', �,"i-, " - �- !.." - -,, - ,"�, . 111-1111. -11, ,- ., ,�� �-��, ,-,,, �R-",' `�,`� ���,i� ......- -" ,11-1� t- � I � ,"K!"',"`-,--`�`-`�"�,"�`,",'�'�' ',�,--�""4��","��:-,-, '',!?,�)k.'4�,�-.-��,,-�,�-�'�,��.�',',,�,I -,, "�,--,j,,3�--,"-' �- -, " -", -,- z' -, " -,�� �:,, , . - �: ,� ,;� -I";`-'- " , ,q -'" - , � *- , - '�"- '�",�-',"'- ,� . �x t�nvntllo Now ,to , ,:- ,,-,,�, , i ��-'-�,.-� . , ,�.'� ,��!�`,`�,,,,,,�,,I,.�,�,,,�-,,-,��,ii-,�-- �� �:--�,,-,."�.��,�,�,,�,,,�",-;-.�,�,,�",�-,,,�,.��L"���-',, -�-,-',��.',�,��,�-,,��.,,�,:�,�,��,���,��,.'�-,',,;- � -x"�- � - , �j�,`,'�,� �� I , - ., -, , � _.,, k I - ,, ., , ,, ,� 1 V I - I ;-,-',-��-��,� �...- � .I'll -, , , I ,;,,',,,Q, ,,,� ,"" , z" - , � ,, - - , � ,� � T �, - - ��"-,��7"-4-�`�; - , , -r� , �;, ,".��,',_ �,, , �,2 , 11'*`."11 :: , - - .��` ----,'�u:::�,--,"t��"�-!�"�' , , , X ,,�n,:,,, � ,,,,�,,�,, R'4-,�,,,�,! " , : ,,.,,-- - , , --Z,,.��,: "��-!. � , I � - , , , , - ��',,`�,��-�-��� ,-,�,�,�,�,,��.',�- `-""!,�,,�`,,�-�:�,-;,��,`�-, � , Y-:-I'.1,,1 � �,����',-"'-." , ,;,�-�Z,,�,;�- , ,�,� "!", � "--- � , 't -, , ,, ,", , Mg Av 4 A�,,��,:;� "5'�'- ". �-"�""L,-�".---�"��'�,.',,�'-�'�����l,"��',,,�".','�i�',,'���:z�V-,'��.-'��'����,��"i�,�",, t',,-�;-,�i-,`,�--, i"i�� , -g- -, , , " �� ,'�' , " , t , � of �.���a 0"&4;W! OWE -, _�, , , . J�:�� % - ,- , " , - , ,,,,, ., , -� - -, -�-,�`; �*�, . - � , � -......., O� ,--b-, , -. , - " - , , ,� , I`P�-:,-',-'��-�11,��.",-`, �! , ----:,�` ,, '-- - ,� .:, , ,,-. - � , -,;�- , ,� `,,"�-,,�,� R $1 8-,g-"Q;�,:�,,,- , F - , - -,,- �, . , " -"-, - ���'��,,.'. i'! : , - � -17!.��:�', "',� --,;:Ii�,�,.:�... .�� - . , ""! -- ,� �, , - ", ,, � - .,- ,�,�,� ",",-�l " '�, - `�. ", '��," '-��'�',�" ,�, , - , ,;� , �� 3 1 1 , -,�!"" -,�� ��,�:, , -, -'-,I � ,-"' - '- - ---,�z----�'�-,,i- - �,�� , � 1----�,�4:��,;'�t-�,�,,-�- "��"*%.,-,-,�,�,1?,.-,,�itt"-,-��,,�,,`-;�".";,'-,`,',-�,f,:�-`,,"��,,'�;;jf..',-�,,�,�-'�(,-',�,r-��, ,j��,:,", � , ,�!� . �, -I ,��,,-��, ,,-��`,�,--,'�'�,`�'--,,�� N ��", ", " " �0��� � � � , " , A , !,,,�,,,,-�.-,�.,.'�,,,,"�!;I.."�r�"",'.., ", . - , - � .����, � - - . ---- �,,t.��,, -��-,`,,��,,,`�',1���,"r�. . ,. ,, �� i�i � I � �,� .�":., , - I , , -- � " i ", - � -, . , �� �, - . , --�,,�--�,���, �-�,1;�;1111`!-",�I--?�,,�i�`��'�?, -�- " � .�� �," , � ,,,;�-��-t 1?, -- ",�,?,,�,���-i,��""..����,,.,,,��7��,-,', - " ",.", , �� , A YT . " - , ,, - , � , - -�:,,- - _r� , -����7". �, � �....� " - . � - -.1 --,." , , , , , , ,�; --, ., :, 'i", , ,ii, � - , , -��,`,T"i,,,�,,,i7�.��,�',,,�,,�,,���,'-��,�L,-"���-,�,�,:�,�,, -No , -- , - ,"' , 'i ��,,��.,7",� �,, `,'�,,---,�,-,,�,,� , ��� , , `�,�,-":,H�1"'-L",��;,A',,`�,,; --';A�',,`,��: I ;',', 'i "!".","?"'� � j -�-, -- , - " � , ,,,��.,�- ., , - - ,�; � ,$ -"!, - -, �r , , , , .�; .,,;: -- ,- . ",1 , -�,��,,,.Q�,,-,-��;� *�,�,,�,,�,��,�:� I ` ��--,J, -�-��-,",,�'-,� :; , " , - . ," � , � -"7 -",.-"k�-.�,-,-,�",�!-.:"--"?:�,,,-,�,Z,��""*,���,�,,,,�,,�� �",�: �:"_:Z, _, _�,�Z�;,,-,"! ,L� :,,,,4 - ., , ,, -- . �"�:,." - ,, - -,.--,.,�;,,,-- if A """, ," MEII32RK -, I , - , ,- ,-�:�,��,-*,:,:: -',,',-;",'� , ,- , �� , -, �, �" -, Y'i'-,�4'`� '...,- ".." , -�� ,- A� ,-�, -,,�.%����,��,,,�,��,�,�-�.ZN",�,�� ��- ,., " ':,"'41'.�., , - , ,f, , --,,�,--�%� ,� " �, -- �, �3. r NT:!�,� ,'�-'t ,e", . ��.- ., , -�., � , � .;,,.!' , ',,'-,�:" ,,i�,�,,.�.-��--�-,�-,�,,.-,,-�,�', ,-g ,-,��'L.-'��.��-;,,�Y,�.,�.� �.-, � , , ,--,"ir", - -,�- , , � �� ,�- -;��Ilz�-�,'� � , " " , ,E �� -". " ,, �,,,;'��,�i,k,g-,.��w, '.�i! - ,.�",",�;,'�11,`,��� ',-'�"'�-,,'�','t,'�','�,,r,.��,,�,,,,�,i�',,,'�;'�.�,',.�,"�",,�.,t��"r��,t",.�---- �,�1�1-`1,1'1,111`-�i'-�,'�, ", --, ., : - - , S-,;,�,-,,�,-,�,,�, ''. - - , - - , - - - ,-' �!,, ', -,, ,-, -,,--�j-'� , ,�'�J- . , ii��, 'i.,�� -4 t- ��-- . ,,,� - -, , , � , - , - , - - 4 -- � ; -�'!"��i -i'v - - - -,�, ,Q.w"Q--,A, -.,,I ...'; - �, �N",�-.';���,'�-'�,��-��;.,'�,,,,��.,T-,., --,,--t,,,,," � - ,� . , - �,.-.,,, �. ?,�,-' ,�-, ".�-"��,--"�;�.�-,�.-���,,�"!,�--,,,�c,'��,-4� �, . � � " -,�� .- - �, '. � -��, ��.'4;2,,, �', � k� , , , ,�-.-�4 .�-", , , ., 4 , ;��, �, -�,-� 11 , ,,-,:,� ,�'' .,;-'; . - ,,;��,,'�,,�,��t,,,,,�,,,--",,- -,., - - , -'-�� -,T-;- , �!, , - � , ��11. , " ;"t�� i- If , ..... , -,,��,,','.'�:,-� , - , , ,,,,,,, , ,"-',' -"�' L -� .,-., &,t.,-, '---,�- "��,�q,N-111 1,.,--,,-�-'r,�-�-��'-."��,,�,-Z",�"""��.���,� -.,,�,-,,�-'4�",,,.',-'.,�,�-,,..-�;,i;,�-4,"'��,,,.,r,,,�,�,,.I . - .,,, ," ," , , - � .'--m�, :�,-:��-.,� '-, . ,,�,,"';, - -,.,,,, ,. ---�,�----�-'2 ,,�y �, �� , , . , . ," , �,.!'�,�7 r,;-.�;�� ,�"":-,L.,-,��,;�:"",��,�)*":�:�� .", ,.,-_.,-- � , �,w ,� -�-�t,,, ----"Ne "; ",-,.,,,�, �'�"k&,' &,, ls`i�.�",;r�;�-5:��,�,-.��7�&��%-,��,��,'.�j,.' " ,�� , ,."" , I �711,t-", -,-- ;;;1111 " ,-�. ,- , , -� - , �,,� - - '� --�-,"I -- �00'� ,-�`x.,�i,-.-��-,�,',',-A��; - ,", - �� 11`y.rlll�,4k,�- �1� �,��,,"� ,�,�S�,;-,�-, , , � �'�'�",:���'�."��'�,,��,'��,��l-,� T,i�,','-",;,;', -- --,,,� ,-,'4,,,.",,,r,,,,�,,�,,,.,,�,�,,',,-,,�.-,,�,,,,,-,,�.!,.,",�-,-,,�,��'-.�,,'-',,� ,-�2%,�'�Vl,,�,,��,�`,;:�,`,,�R-- -- 11��`��`M,�` opt .-.,;,-NAn2-..,, , ,M --�'i-� ,,-�!-,;, -,�, , f ,- �- . .." �', ...I-1� .,�, ., ,�� -,, "", ,� � �� , , ,,3� -?�,',�;-" - -- , � � .,., , ,,�L-! , N - - ,%,�,,�,,�,V-D , , , ", .� ,� , �- ��, -�� -- �. - , ,i��,',-.� ��,,K--��,",','���,�,x'��!,-,-.",A, O ., . ,OR�� , i�,� , - ""., ,� ,- -,,,- - ,,,�� --i -- -�, - ;, , -g� , ,-�: e I � ,�-,-��i, f�, , �, ��" - , , ,&,il--- M-- ,. , r�, "Y' - 'it,"',-,�:Z�,!�,,,,�;�.�-,-',',�,�-�1',�'on, SATT In", "" � - ", , �� �6 -- , a " " , ,-�"�V-�,�,,�,-,, .-- �� - �,-� ,M�-,R�" f 00"IMPT 9 : ,", ... ", -, . -- - , . t 4, , -- --- -"-�!"-'-*'--��',"� ,�"', �` " 7 �, �?,!,�i�,,n� ,� - - , -, ---,-, -� -'in----' , � -�i,r�`i,�,"', " �,�- i� ,�, - , .�.,� 4,-� -, -1---I-11 �-, , �" ,� � f- - " , - 11�1 ik� , 1',��",;r:,;�'F� �,2, ,. ," ;,., , -., ,I�,�4�.,...,,-��.�,�,�.,�-.,,,,��'.',4�,,� - - ,B ,� � �, �, , �� -A- - ,,, ,�,�! -"4,z-?��g,-c,�,.,��!,��7"L,�':,,',-, ',-"�,��7��'� .�, f� k_, '!,..,i�"-"�,,�:;�,��",,,','�*,��'..r�,? . IN- , - - , �, """, ,," - ,7,., . -- - - - - -" --",. T" ", Z , ",, . 4 , - `��`,t�� `,� , , � ,,�- �,,-��.i� , ai;,-;,�,.'�.��.',�,���":,������,-.-�,,�",!,�_,�.'��-,�,i,�,,,,�,,,-�,-.-�, -,- - , , 11� -� - - , - - -" ". , � . ,. i ,�q�,`t� rz �,.�,�-,..��,.,��,,�-"��"-"�f"..���'T'��', , -� , - ,I -i I,.' "-""", - ----,-,7,-�- , - -, , �,wi -MM BE i,�"T, , --:�,,,, � ,-,""',"� , "' -� , .1 ;W?�-,�,�'�,�,����-,.�".;4 � �& -,�,� , � � " -.- - ._,,A �a . z- - n - e . , ,i�.�. ",- -.,-,- �.� , , �� �,.� ,4 " - - - �,�":-,',;-.t,��,";':',yt, , "" . �t��\, ,,--� - - ,- ,,r,-M��,,, ,. -�7 �; If R , , - � � ,�,��,!�,,,�! - -��...�:jl",,�I I., - , -�.-,�:�,���-t�;��,����'..'�����.,--,�� ,�Ak;;�,; WMA - � - : 0;'-, , 'M , -� . ,, N,��, 'I - , -� ! � f -'A - ,�, �� � , - ! � ,--,,-�-,�,��,,��,�-,' -,"--. :� , *,�,- -':, -" !", :,W 1�* -,--�" -�,"';, :�"."�;,"'7"- . ,,'! ,1�,,�--A�l 1 � -M- a .1 ,- - - ,, , , - - - , � L ,..-K ,Ar%�tVW- "..- ' ', . . , , " , K-� ,�"t-- ,- 't", --- ,�,.,, 4�,O�--, ',-*,;. , i. ,,, -1- ,� - - -"'�,,�, - L , - ��tl I � � - -� ;S . , �,��',�'::",�����,.,�,�,-"""��-,'�L,�,, -,� - ISMS?q , , , , -�-,,,�.�,�,��-,,,,,, �,- -�, ,,�, `�"!,-�`,",�`�`.'1�11,' - ,�- , - -- � - - - '4� ,.. �,41,�-""11�111�uM'1- I.,,,,".'- I ,i�-�o- "'N' i�,.-, -A-- , -� - -,�;��!,-,,�, ,�'�,:-,�,:� - ,- "' ,Pl�-,�-Iu Rw-y-MW -, ,� ,. -54 - -�� - TU211 1 1 ,. - --t . , - -, ":�,:,, ';,,�),,'�,��,�,'��" ,' ,?��,' - �,- ,�, � i�� . ���.,!,,,,,1�,, � -1. A, ;, , ,1� ,", �,--��-,,� ,4, --,,;,,;�� , r, ,---,,�� -�.',',',',, , �.1-11��71 . � � - - - -, a �,i��.,�,,,,�',,,,�x-l�,,�,,i;�,�,��.-,!�"'�,�--'---"�,','4'�., is M , , , ""I'',-.",-, ��,�".,-�,��-,4-�*,-�,'.,,'�,��,, ',',-�,��)�-- - ,,;-,��,"" , , F"',�� , 'ein,"." qq� - --; -7�,- '- " - 41.11� 1 - , �1'i'� , - - , , .,�. -1, . L '��D,---. 147, IiZlZi-'161�1 -Zt-4-�,,�,;,-��,,�-Ki,��,", ,;� "-'-,�4',& , ." �-'%,'.,fw�,--g,., � ",- , -�-;,P,N. -11,11--'1111�,�� v, , ... - , -� ,-.-- - x ;,-j,11-;."�, T�� , -., , - - - . " - A�" , -I I .1, � -��11 11 .11- �',,�*�""��,1-'.��,�'I'�,,".;"L.,�,.�'�.�',�",,�" ,-,`�":"-A�-"i, , ", 11111131 400 � S ,',�J P, i�, ,"",� ��� �-,;�� ,� 'I ,,,� ,IV�',-",4,��V�, - -1 ��',;�,,,-,,",- �, � r " "W"�, n-!, 'i ", .,��,;,i�,�7 ���,-���i,�,,,�,,�-,,','���,,,,����,7 �-�`�Z, ,.";.�, ,",--��.�.,� �, I , " - - !40."K , - .�,. - � � . ,, -, -, ,�,'-� qk',�,�.� , 1, -," ., �,� Z�, , - `� , " - . , .-' , ,;. ;,"', , - , 4� "a V,,�,�L"',' ,!.-,, � ,i,,"',',, -, '�T- ��,0, ,,�,,, .�, ,�fjt ';�`�,,��---.5`, �,,� .;qiF � , ,�-,- ,;A -,� -""",.,A T�'�, 11 t,7��4,�.-',_,�,-� .,. A�--,i�,, --- '�, - , - i-4`,�' `�,,�4- , , ,, V. " �, , �� 1� "�� .�,�,��,4�,,�;,�,,, - - � - ,�1!1%`, , '��`� "',""`P-',�-`,� '.' ,�,,,', -�:'�"-i'�"� ,"',"k-".y-,,gg-�, ,�?�-",.�,' ,-,:,,�; , - , g-top gg! '-:,��-`-Nl -'n, V,�,�,�,'�,-,-,�-,�--,�-,-�,z"'y"': -g ----,g,---p-'�?�.;EN-I�T, , -- -- - - ,�,- �,, , �l"."�""-"tl"i"",�;""�l.* � M wmw I.... , t -,�", - - K- .; � ���, �,.'* , ,':i,-'�`;',�,,","',�,,,,��", . ,,� - R �','� ,,,�",,,��� ,i,', , ; ,�- �- , - , , � I , .. -�, - " ��", ", -, , , "., , - E,�,&:!"�,,,`�� ""IpO 'i" � "-.�--,"-',-'g�" ,-g,�,7 ��`--,--��,,�'I" , 11-��,,�, I , ,g gg ... :-, �:�,�-` -� ,��" ,"�, , " - - � ,��,��-i�, lr�� -,-,�, v � �, , , - , -'-'' , , �, "�� " �j, -,�-,"�"-,L'�"-�'� ,!, -, � ,,,, ,, �,�,- '' - - ,,-�-,�.", ,,� .N, %,-� ,� �,L- ,,`� �,'�,�,,, �, "",��l�,.�,,��,,�,�,!,.,k","�:"",�, ;,"' r�`,,, , . � '4 , . , V., " 4 Z5 ,i�,"i , - � - ,-- ,�-,.�-� -, ,, .4�,-, , , "7,,-.� , �,,,,:-�,,,,�'--,.,,',�,'�I-, ��. � Vsk"Plu �:,R , - �,,,'-';,',,;'""2,3? 'S ; �`, �-� - ��i!,-,,� :�-�',i,�,--";,�.�--��.,��. =11 , 0, , " .-"! "?, . - , ,��, � ;�M-Z,, , , 'i, " I �-,111MM121 ��,,W'� O rin'�11 111� ;c,",'A�-, on, ,- '---,-:��t�l,�.,,,,"'�,,',,��,���'���', ""`�,,-,,�,,,,��,'� -,,,�'�',�,����',�,!��'I'��,'�l,', �,,,X,A�,,,, ,; %, N ��,,��,�,,�,'�,;: ,,��,g,4 " - , -,-�,.�,-1"'i'-f�'1'1T1`11'.,� I :i - -V��f,,�.`�!!: �,-,��@Mq,,',�:�g� �",� ,,-g - , ,����-.:-�7,��i,',',,.'���.V,��:etf-�! I Wl',.�R,4�, 1.11 ", ., �, ,� ,�-� �-,,.,in,wv,�.-6,2, -, i li&,�;fil,,I,M�,,v�3`,V �1�11 '�-" ,g ,,,,-�;�,r ,��,,,, -14 1�11-11-,-;, " - -�`� - - ,�i;�",,;'-��-',-j�,-,-,,-,,,,,�,A",",-' '�gp ?,',,� ` . � L� -�F! " '. t��;, -�7&4�,'?��" 1,'. ��,P MM"', �.-,",�I,�,'�,,,,,,�,,," ,gp,�� f,�'--�,�� �,,r- ,,�' � gl,,,, -��, ��, , , , # il, `�,,,,'--�,,-,i�4,:-"",�,,i,! ,�,,,'4�� , , ". - - - �:.�.�f�i,,�,L�,,-,�,�,,-�igr,yv-.,Ik -g��,--;'!'�,;,An,,� , �� I 11�11.1�1,rl""��,� � , ftNNI�,��;",;!,�, ,�Rf- - Y?��.f,��-,,z�!�',��k R11"A'..143;��'�'�iji"�-�,�"",;,"?�'��i,��,A,�,,�h-,,,,�-,,gjfjq,-�,g�RXA- ".� �i"', --- ,,:, ; -�",.,;�,,--,�,,,�,5" , ",�'� �,1,,I'�' - " " �` ,�,,S-`!, �j,,� � gip-,��,'�l " F12%,VU"��,nlv,;�,�- 17 w ?� 'i "' V",j,- on--�� , -M!",'m , ,�� ,�Ll -, �'�,,,�,"'�,��',',,�,',,,���,,�,',:,',,,;""�,,�.,'.,,� , � ", , � , ,,, ,-%iF.,A'�fW , ,��,,�� � - , , - - , " " .�� �,,;,, ;�... �q',,!���" _ , _,�, - ., ;".", .�,", "r -i , .. ,. ��,',,*; - % _ Z" .� .,'. . ,>, , �, "- - '-�", , 4 . .�- ,��,!���,����'��,i��',�'I'�,,�,�I'll'I ,� t'-,� .,�- ,,,� , , , -t - " V"' ��,,,,-,.�,Y,,-,,.-,-,,� � W � �, 11 "I I g P�*,,;,' , ��, � , , �z 'n " ,�! � ". 4.ui" . �� ? - F " -1 , S. , ,'l , , � ,� 1� " , - � " � , ,���, � '� 41, a M"EM111A -, .,�, � ,j';,,��1,!�,- ]�'� .. ,� k�, O , i � , ,;"""��,�,'�,�,�,�,,�,,,,.,-,,,v7��-""-',,,�i`,,`,"'� - - ,�1��,'414`1'�`��,,,��'11 X.���,,WN., N �P.- I ". ��,,-, '2;�e'11?1�1 1-1�:,�'1'2' ,� It �, , - -i��',p,� , --- NQ "M � ,,'�, �:�:��,,-:"'L""",,'vZ 'bkM-e'41�fj,g , ,�,,'11, - �1, -/�q�,�' ., --;11%�ull . I - "", "N ',,�","',�,,�,�, ,!,,;�i",,-,,p�'.'�', .,',� & - , - - 'n -,R'11� - ',',�.,,,,,��,, , �i,, , , , ,� ., ,��t,�;7�:,,'x!- ?,',�'�,'��,�L""",,i,-,?",4,�"",,���,�::�,,",','�, - ,1W,Y1i41VM,1,1',� *--r",- � -�"_ ,-"g-,�"",-�C,v "�L" �--�j- -�v- , - - -u ,� ,,g, ",`%,,�,'�Sg, ""', , - �W il� I , "�.-,.;.��Y,-- - �"4-111;.M �,���.'�,i,,'�I�I I P-,-,-�I� .p'p,pzg � % "r , '!�4. , .V11W M , * , , '! O , , , 4i, , 4i, , - � , "., '?-'� 1P �,�'-',',� ��- ,'�,i-�,,�fifig I - -" � p 1 W . - , ," , �f g4! ,; ,� a -Y,-'a-, Ri� � I 1-1-- --V,tft --w D� 11Z yggp% �,,g -,. �g��,,, �,'1� K r� I �'. , ;E , �,- %fA, � "I , ---,- . - - - --4�40-',4,,-�-, �-,,,, - W, ,�,, �' M , 1-��ll"";""�,,�,�,�l""�"""",-�..�.4� " 1�-�,!" - '� V, 4-� �,g-�,,�,o,, �,,,�,,,�-i�,���,,,�,,�",4�.i�-��� �W , , , "z"� 'v -"',-�, O ,f, - � ---�' -,��--?,,'� ,� , g , .,",�M i,". ,� ` """ �-p-7i��igq;, i R . " " - ��`,',-��-`��.` � - : !M' ; , �,�,�l,-�:,�""I'll,�,.��ll,�'��'-��,�1-7"�,�,,�5"��,,�fl,�����'ll",�',�;�,.,,,,,,,����,�,,� w-, , -40...... g ,'!z�""", , ,�&Pgg n,�- 11 �-" ; M!�, I nM"O-w �,-� "'M "�' T, � � M , , , W,� , � N ,� . - ywmm� ,�,���,,,�!-,�,�,,,,,i i�", - I i -- I , �k;-,��Alt w��, 1� I , - a - it 12-bl- -, gey"7'. * ,��)K�,,,V 141.0 '.'.� q,!�": -u - ;-1 I�I a 12-f,el 1,' , I, � - , I-- '- I � §Mff . 1. - M M, IQS-T`9- - ism V1 R �", -�'�t�,;�,"-�, , I - "" , A ; , � ,;,';'-L!�,""', W-I il�,:�"��,!���',�,�f.'J�,��:,,�,����-,�t, So 1E, I , ,� ',�; , - '! ` � 1-5g, -�1vM_ - , - �� r ` "v,A� - ,-,�4--t , ,',j, ,VW�-,,Z, S'A, 14-mO V 4� ,- 11*1'�F 11 I--�- " I M, I h 1 .1 ON 6 -4`t`-`�VR ,g af�� WR � I ,�- - i:��,,��t�'I.".t��"I'�.",�,�ll"�i,� I? & . It i � �tO i��, ---%�--gv,-�,�."-' I " -Q I-0, ., .--. -,t�qw,, �, �4 � - j . ." � 4A, � - � . -qy,y. R�1'1'1'�,`�' - � 1-11111 5, - � ��t; RT, `� -.,,, -, ,-"".,,-.,�, '-��3,��-,,,�' w 1� , `FVI;.;K',`�:�,�-�,,�.,*.,�,--'-�,,�F�,.,-".-,,i���i��,��k",k�i�r,��.,,., , - � *""y�-ij;,��- ",,,,, 1-1-1 -11-1 , � `,;--,?�', ��,`,;�.,"--,,�;.�,,`�:�� ,�;". 11, -� ,?,zpy� � ,7-,- :,�-" - , " , - - ,;,�, IS -Z ` �M,�,P � . ,�i , - i If , ai P.M 1 " - , �1,"' 1-- ,-4 R-ee , L, k" - , M � AT ,,,%Z,,,,wv '-t�-",4,jj*r��-r' � � - " " M -- - M�l ,", S , i��.�,�� ,� -4 --�-�"-, I, IN , ,-� , r- ,�, 1�--"��,-Q--,N -,4r1�','qgM , ,� �� ��%,,;f;� -q.,� - -�, M --, ,,, , -k-t- * r- � ,�,-�, , I �S �-4ili A '. ,� �, M � , ,e����K w p, -�y�,,wmt-"-7,. - , , ��� � " Lg ik�,,% , �.11 M, , A , , , 0 ,,�,,��, , ,��'j� '�-* - I � " �,� . -, . ,.M. - ��!�-,�-�N-141v- ; 'N W, - -��',�,",�'�,',,,�i�'-"-'�,�-,,,,An*,,,'�� �, wl,", �, g%'ON-� -"-� , 'I_f,;�� ,"Ni M- -.-,,, , _, , , -F-M .� �,� --- ,�",�,,�, ,_,4�Z,,,4W� 'M , g,'�';q,-,��--eg �R'-'��', � .!�- " , w 4",,4�I- , XV�.,�,-" ,� g �!r�,ag" ��,��t _ g L E-11 9 . � 'v", T �, � �� �� ... r;'M �,.�Pv � ,I'�, " ,-�-;��,,,,,-,�,�,, 11;2-� ,., W4� ��, a" r �'��,�,, �� " Rn'S?,1 4T " IQ,; 4" � 11 , -"" ,V,t I �",!-, �""41 .,! � k "'ung an . k � � --',`1 , . -, P,�I, ,-� -P 11 - r5l , P1 W��,�,, t�,W�-�,,,�,4mlli. - ". - � - - " Mr., , Uf ,.-- 744 ,; - 'R MMA 14 T tim . W il , 0-"� , , mtWow,Mng ,�'w A v ,"�� �FF M I w� ----- - . � � %Ix-R ""I� I , � amt "- , " " ',* M,, i I , i,um,", -,n;4�i;, to.�, I AT . *A : 10 hfij",,-,,�,;'0111,v,l- I I ,i W, WN I " ` W SAME, , "�1`I , - ,�ffil,-IRW2011,.*"�,�I'll��.�'llil�l",�"I'���g��*-.",,�i?'-,..�",t'4�-�,-�,�'�,'-`�'��,' $� ,-��W,----, ,� �p N I �w�-Wr R � , .,�7 I � M, ,`-,&,"'--L-��,�r,, , .A,,i, I , AIMN � � I M , I � - , - ig - -� K , � -6 i I - W � r 'M � � , ,,, , - ,� -,,,, 11 � � , � � Mp. Ma-j- -1.11- ! -1 ,,g,,�,---,,k,-,, .."', �,,;,,��,,,-�-,JAIM g&, 7"r 4 11�'-AN--1Z`PR"`�'1-1-1%-v . - , , " d,�MO"' - �- - W`-,,�IN&-wan--?"-, , i I , � " " � ,t, yk , ,�'-'���--'& 4 ,"e�-J;� -� '9105 �, , A -11 �NO �@�, -�?,'�,'�,,V� .,,,, ,- � I MY."� , W 15 .. I I , ---1 , . - -,N M � - - , ,j -A- - I R_P-P��,'&,,,r, .,j 6 , � , ,",.A- ��Ii.. , , , I , Y- "-J� , gAllippi, i I 1� - ," '.., � . I w ,� 191 Al " �P, -, -1� ,� NM ,�;4�Z I � I I AA'01.3g - ,, :�� "', R,,kWAr'r z,-v,---,,,,-,,�, %6", , , ,,,�! I Mu ,,,- " ., - --- - �6, i � ", , M ---� -, � ,,, ,,, .I --,It I .1.1'.. - �-- , - N " , ,- ,W , - I"---.",�wM ��"-411*-'� --lz�-`,�",-,��;-1;111-�M ,_R rv,� '--!W-&�1',41'A �!,- �, M?], �%, ,g;,--,EoxSa .,,�t��., , Mlli5l,C- ---_-_- . iw�',q , -- ,ff OTIOAT-��','�,VS, .1 ,J-!�t K%�' � 'S p,-�,-, '� j-,- 71. - ,,,,-,,.�,�!tN;,-',� - 51 awm� ,?I% "I - . �-` . , 11� I . �kig't' -�.-,M .." M t�- ; Wll� -K, ",zy gg- v_�,,� ,,,:, - , "IV N�I'ilk - -4 ,k,g g-,g� P.,:,V,f,,��;,��,�,t�,,�",sr"*--"��� M "!r -,,'�� � 4?- -q-j" ,I I".. gL, , 1 fll,�'T& ,7 41-n��,4�n",�?v �!, - PM��-,;- �,��N"W-- - �i,?XRMARI ,�-�' -jtp�� 'p WNTERN , , . , , K I FIR .,,,k � I ,; I I - , - III, - . , - _ `2�1--Y'llp-w-j3�,'g� , v j;'R,�" No �,k%g�,.,,�,',�-,z,��sv,;e,�,-,�,j�;,�, --- - --.. - � �� � , ", - ,,,� 0 - 'I - ,� , , -.-�".-,;.-;"��-�- �Upvlm--��;, - . �,,� ;pw", �Vnn . �, , , .IAZ Mlk-1114T-IM �-' ,�,�t�:;,.,�WMI- -g % � - - , -`* - , ,v� ""' ,-r,-, , - "' -, ,4 -�," 7�--,"-41�;��-',,��,;�-"-,����"�,'��,iik.;Im-,H���1-1 , ",, , L ,� --?f ,.,!?7,46,--�%R,6 �, ,*A"o.,--� -, " y V,� ,���F�,,,�-�,;,�,:r,,�3,,�,,�i�p!",e', vv,,-.3i",,i.v ."�.�4 -F,P�- ,. -1 - ME - ��;gg ,. I -� , . . _ . - `�- - ��, ��-"L�',�',i'�,.t/,T),"'l,,�,�'�,,,',�-, ',-,�;,;i��1�1,'W,'-4�,j- . I IMAL jO�,�.�,,t�,.-',-,,�7i-',�-,--A�,�,-,4,;".,t�7 1, a4 - :---�4. ��-,i��"',;�� L�, T, - . " - I g - ,,i"�'Otl�,�- ,,�,, �� � ,-,,� : ,-,--,---,--- --- 1 , � , I . I' AW',A?,�A-111Y,,�'ii;p,�, I ��-14� -�",� %It-"�-113, "I i,,rw -Uil 1§1,"g-rg '. �-&, ,i'; " .- ., � k I 1-0,7"t ; ,I- ,pu",AN - ,- , � ,. , S, , - I i - ,--�v, --,-;,-,,7�,�,�,,,4t,?., � - � , ,,�,,,j .. I � .. , ,� .. � -- , ,)�,� , k �?" 3 R,.�, �t,,,� ", , E!- ,, - - IN WN M011901 .9 M, F 'r 1,� 11-11;11,1'�,!',IL'-�"'��,,�"",t""�l',�"*,�-�'� !����!,��,�'�-�",��i",�'�l,-��,."��,,'-,-",�""f�-z, ,�g � ,� "=� � �,----,�,,�,,.,-���l'.�"$,w�'-�a.--�'j �- 11. � -.1 --1111" gg 11 - .11111,�, ---"", � 'i , �� , " --jg ,rr ,. n , �T A �, ,,,�, gg, " , - z� � ,_,� - -". " j.; , ", - , , � - " ,;��, �-�-4,b V�",�-, "f",, 44 , " ,,� - i,r 119 . ., . .� R , � , ��`,,N,,�,,e�,��',�,,"S-1;1�31�o`,Z`�Itr,1-4-,W 1�1'--�"`M ,4 , I ?, %h " , �, - �- � -, , -,-""", - , ������� 'I,-�4,r,",, I�-'�Wjy�'§ �1,.-� " N I�," ,*"!z1:,,F �,-Iv M� 17, -- , -- ,�,� -,, , " �� � , 6 xywy,m .� 15"i - , " , ,�."N'r M IN I SIP,I-,""' 1-1 �11i- �� ,,,,,�� . 11 �, , , , F"'�,�17,;,�� - , - U111 -A.A.W WMA I ,� I , � ","ON -'�,-,,-�',,,,4,���,�-",,���,,�",'-'--����,,�'.,�'o��,-,�",'�i�'�,I -,,,�,,zl�,41,� -,,1�,'5711"MO,-'A`.1S',1, MM-1., Mwl I �! X --1 yr ,�� L , , i,-,,,; ;:'A 1'�-,'Ic.11,11 -"", , �".�-'.., ,�,, , WN � 0"','-Mil, HUM M w N I , - ; �1� .1 ,- ,,,,".- . im V'w � 6 1� ,"t0em "i'2" , ,V cR , " NVAI`11151 M "4i".1 � I R 11 , -,- , "" - `E`R-'�'F t'��,'A,-"&',,3`4) '�,;""�,��,�,z���"";��;�,,�'-,�,��,T,���,,,""�� ,W, , g6 .11", ,P - � -0 " " mr, -�, �.,. "" -It"', ,�;�M ,,"W'-, ,'&,d, '�,�,� � """,,,, -P" , ,, ffla�,,,, 11, . ��;"'R 4� E ", .� ,i�� M.-i'l C 111�,41111--111111-11.- �,�� � .1 ,'III f vl"�, 11,,`;�,,e 0-11 i , ," �,�, ; � ,191% ,�,K 1�1-I �,- , , - 1-"""'�*',�-o"' *t�,Q,-,.1",,��,,v,�,,� ,,,,,,, ."'.'A",-, _ ,�r,4 T - --- , -,-�' ,--p � - "'I", 'RP, , , I o -.. -.1. � " J,,,X4�g,4, ," . " - � I -F- " : � �T�p, , ,��,:� - - -1-.--..------ ,- ;'�-,�Jlw,,', �,�� ��?- ",-, ". I- ��,"�.",,'�",;� - , M. - - --�11M v I ,,I, - �4 , -,� t`,,Qii ,� ,�, , _...., , . , -I " `,�"Q',� "",� -� , ,,,,,,r 11 , ' ' , -, ,�, ,!14API, 4"" �.,M'4!g�% ,'.,:,F ,,�,,,-R�i,'� - ,w!")� , ,-", ... �, ? � ".,� � , � 7V'R , "�,'�-A)111'..ZnA��-, �",�M"M�,`, .5�.�V,,��; . 'RO.� CoN 4�' " ,� '11,- - -,:,� , , , ". - "��`.,','-.'� - , - 1p ,� ,� .", ,,,��, 5 ��y, �- ,�,i"!-,,,,,,�,w,�,�.,�-j 1�;i,�If�- - ,� A -, . 2 1'.P., '11"'Sn" �,;. ","j�`�,� 0�`,,A�NWV'4 ,, ", �41 -.�,V"e"AU�K:,� " ,.R.5, � � Pt , � ,W,,, ,t �p,;,� ow.,4gr�"gg � MIA�jnuv,�Y�;$,j��C;.., - , , T"', , ,,�, i �', -u- , * , �AXM,PR -P'�'�e�-.,"jz , WW"M 1§1 ,,;�-�Z,��,�.`,,"V) ., - ,1 --.,, ,& �,��,�,` "i, r,j�".�-,,�J%r,)�%I A-T��....... I i I", . 4 ,-, X, , ,,'-,�,��!�4 -- , �� ,ff- `,� ,N '-, , , , ", -`?, 1" MI. ".. `i�e,'1-111� -',R�m,�l ,"j� _ g i'm ,�,.-�� , x - ,,,� ,- � ,- ,, , , � , �A; , "#, ',�', i ! � -,. v ,111, , , " - Lj` - �,�' _ I or ft,,,,`,,,`gE'-"�"",�,`N? I�Tr 1.1" M, . , q m -� -1, j�,�,,,� , , I Iii ,11111% .,g� ,", -" " -`�'-"'�,,,,,""",-:';, o',",`;"",�`�,---�,,���, ,�"I -E,-!, , ,�IT,l . � � I L�". , 11 I � w m, -�,,,,,,,; , , � -�"'��" ,� , - , � le ,"',:�A,, ,-,N�00'1,, !� - ,� S ;� ,� w "-,.�,'.��,� ,'.' "�% rrr, � u "a �, N 'Iil�, � , , , �4- ,,,Fl�g ,,� e, g 'e, , ,- , , '�,--,-�� - " -- ",� -��,,,,-�,F,��";",!,k-'X,',�,�R�i-� ;-'�� '113M , ,; - '�"" , '� ',-�- - , `:�'", -�, , , - --,� , I.... 6 -,1-1A"1 'i� ;A �f",'�v,c--..-� -,,--,--"--' , , -. Z,�-,.,." ,% ,� ��,�,�,�""L�,,', -.� '. ��,,�;",�.��,,�� ��.--��-, �t " �; " ,J�N� !,� ;��,�. , �, �- -�, � -; - ,. :5 4 --Z I-11� , - ��".,!",,;:,-"�.-I'�,�""I'�"I - , .1111",i-�g,."g", kf,-��"p�,�k ,'�`��j� -,�-*-- -,g ,.,�,, ,:,�,�, - ,_,;,-,-.,,�,.-, �,�': - �-- . ,� - ,, - ., �5�,�,,,�4'�l"i;i;,��'��,,�,�',,,','i,'.,M ��,It-,! , ,� "" L`;`7�4�"� .5i ,',� ,� " -;, ,�l,"-,�,r,-",��"",,���-,_,- - , ,',� , j,,---;-- ,��, kii - ,� � . , , , . ,,�','�-,"!-�,�I:�,-.�.-_�',�t,��4."-,����,,;'�-,'�-',�,�l,'�'-,,�-,�";",", ��,��,-,,,, g%,,ge�w�,, ,,����,,,,�,�, ,i �M , " " ". ,;,�, , 'T", "I --- ,,,,-,,, - 1,�- - - . , A I . ��,,i!-, -, -� - �M- - MM , ,�,,-','-"�:�-�-'�".`,; i,'--,,�,,,, ,�. � 4�, ,�,� ,--.-�";"���",?""""��,,',�, ---,,, , "",�.M 11 " , -�i'-��,,,,� Q - �,��, � I O ,2n, ��.-, � -��; --rrrrrr"�,,N '.%Qp, t"i , . R , , � I'll, "� , - - , , ,� �-,-":, gQ' 1�;vt�':';;",r " , � , -`�,I I - , - '..�, ", ,i- �, �� 2- ',r��.��r-6�,�k','-'%-_�--' "r, ".1! � -,,,-,,,,,,, LX N-- "�-', --'�,,,',�'�'.,,,:�'- -, - ,,,'y��,"�-`,'L4!�;�,, -�� --*�,-�` , , AM -- -� � - "1 , Ulk,,,,,��,R-�'?,� "'� "'Ale., g', '� -,.,-�%,.,�-�,,,.`;'�4",, ",'�---"'.��,R��,,f - �, . R , , I'�11. �. .-t; ,� ,'11�*',t-lx, ,�.---,t, '� ��,,,,,-,-v�.� , " " -, �� , �e, - - = ,;� -e,�.,". 1��W-�. I-dr.j" ,� -, , ",--'. ,�1W I � I . "--�,�--',�, .- - - --,", 1;.�w 'f� .,,,�',i",�,�"",�',,'.�,�,,,,�,�,, - -, , - - - " � , ,";",�, �,, " �,,,,��?* ". , � -, - M 4 ��',- A '�,�;---, ,-t � ;�,.g, � "' -.""", g-g.--- ,��5 ��4 %,� " I 2',,',-, ,". � , --. -A"',4",�t,,- i",. ff§ -5 f�� ,�,, --,-� �"� �.,-�,,--,, -, �,��". , -, t - 4 "j , � , 4" ,,%��, , "J". - W, ,--,,.- -�- , '- , - , , ,� ,,� % - , , -�--, ,�,r �� - , , " -".w � � MA 'i�'Ilzl ; �,,��',�',��,� -, -,,,,,,,,-" i -4" ,�, ,"", . -11 , ,�,,� ��,n� , , , �_ , ,�,�,�",��,,�',',- A -'s � �, � �,-;,O- ��,,� "" �, , - 'o,,,,,,,�-"F-y�.� - -, :.'g 'j, �, ,,, - - " ON `?-�,,,�-r��,� - " ,-,,Z V-�--,�,zl,-',-11,)'O , , , 'i� 11�'11�1'1'11�1 � .- - ,, ,-,,,--.,,, 1111. �,,,--, -,�*,--�-:,-.-,�--;�-;,;ii� ,�*�,., �,-,�,),��t, a,, --� �t'v�5� ��,,, �,P',."g- �����.�,,.��i,i,-��",�,�i.,.��,,�"i;,.>;�����,�,�,,�,,����,�,�,,�,;?""�,,�"?""��,,,�",�� ,�"-,� --"'�,,-"A Jt, ,� - - -, ,� -- ,� , -Y,,,�,-,�,�!,, �, 1,7 ��'�', .n . ,�-�� ,� ,�,02N.��i _', , '-.1,�,�-;,,",, , _�r� .�'* "O".1 , �rOl`�-,Rl 111 'immm -- '�' , r `�� "--h-0,64-i"'P,-.,r--.,-, .-1- --`�'-�r,�,,-- '�'�;i,�,�g',,_,-",r---,o`��- '-.---�46-', ,--j,.-,--'_ ,,�tl.k N r .. �, " '14 ,,,,,,,:�-,,,i�-�,,, , - f" - ? , - - . 4 ,-,,v . , '- ��� 1?3 �z, ,,, �',�,�,,',:�,,�`,,-:":�-�,' _ , ". ,I, , ".., , ,�'; );� �, ,� , , -�, R �!,�,,�"-55�,'�%-4, K �-�-�6 - ,�',�'.!"," ,��-4--��,,A��,�, , 'I " ,.Pl p Woo I , -- J - t,I�,- � 'M - ". �,,�,v , k.,!,i, 2:1,"IP" �1',2,.., , �, ����,, �- . -R-g��k-'§,-,,,�"%';i,'T`,`�,,i-';,,!,11 '� -���A'K�'7�,-�' -"�,'� --,,-,�,� ,� -, -,�-.�,-�-�.�,j,�3 �",-,�,;�',,",',,�,,-.),-."�.--,-,r,-�,-�.4'.�,,,,.,,,,,,,,,�"',�,���,,��,,,, "'�,, ,- ., , ,., , � - , . , -.- " -��,.::-" ,- ",,",�e . , W , , ,�,- . - `� , - -`-N- , " . `�t`,',-"�D���,i";:�,-,,���r�---��-,,,I�r-�-�r�,o-�,���,,,"s-,-,,,-,," -, A , - -1 � '�`-`�11�" �, %--� -,:�, - - ,�� "'; - R ,�,,& -,, , , , 1*- - ;--*N' "Iii��,�-,�il,��l',�;';�,!".,�__,�-��'i �,;'.�'e,,,,'���,.*,%,�.,,'��,,�.,��,�,-7, A, %UAIM -5-Ad - " -� , ,� �,`��.�-��, , , - ,�- ,,;',�,,'j�, --1 I I E 9 .- -.-',T . , -,-, - , - �, ,� �, .,- ,; . ", �, n-- ,,.� - k, . WW ." .,---,,,�,�,,,-.,,�,�",;,�',��-��:'� :,,,, , L a , , i , ,��,-.-,�,�i".-!,.�,�',,,",!;"","r.-"--,,�: � "" F, , I -�,�,,-� :�i,;I,g , I six ,� -,�'-&, -, ;, -N ,�� -, "? g .14 '-� �,, qww;�A� -,,t",-�- ', - ,��, --- -MAU , 5 � ";r�,-��,,��- ,,,r,4-,,,;,-"Xg -��,� --, WKWAM ; ,,". �'iV E ,,,,'�,,,�!t,�;�.�.�,!�:,'--l'���,�', -,�,,z��?� .g� ,,, ,7 �',r , R , -, -�,�,,,� ,� ,.,- . "_,.; �',',;��,,,�,,',, - , , �- 'i�,, , , . , � ;14'1�`�V�W R,��g-,,, ,,�gpn:.. ,i2'e J........��,- , ,-, fl� , N ,;;�� , 6 ", ',� , "'."L�,`,,,�`!','�""" '2;2� Aw ,---.'w?---,��"-�71 , ,- �".4-"w i,� . -1.MOR",,�-'.'-'f�i�,`-t�'.�','- - , �� f " i:, -i r3�-,�4 ,, , , - �--�,� "" .�,k"".,, , ��- - f -,�i,�4 ,,, 1A t - _-� � ,e.,g -v, - - . ., � zm km .'. , ,," - - � 1� , ,V,,�;,,�i�,,,��i,V�.�,,-�f�,�-�.�,,-�-�,-,� ,,�-'11,�,�,� -�!, �Z -.?,'2','�, - yn"'N" � �% �, --�-,,�-"",-, ,,;�, ,--. IN '�111'1�1� ,.-"I",�I-MK - , , , - " , , - "�!- , , . �!'', , , - - `k'�-,-,��-�'� !"V$ ,-�,� il -�& �,�j"��- ----1111� t,� f ,� 1j, , 'R �-,f,4-� -�' '��;,�. "i�,A-'�� -; Aw, , ,", .,- 'i"`�', � , ',,� -,,�.�t"',�,- - .- ,� �-,," -- " , f,"�, ,'7''" i',�� �, ,1.W-i---:'M.-, i' , R K 9V �,- , - " " - i 0- HIM.- .�� �-,!, ,-, , -�-,- ', �, -��', 'z,I-,- ,-�l ,',Y,-�5'1,7 ", -- ?,",'IM ,r 1��,-' 1�','�I I�'�--I',-�11161,�,i . .,- �?),W'12�jk,r",;-,�t�,4�,,-�l,'i.X,;,�--'�,,�: - , - �MOM , , , I, , .-I.,V,��,�:%,-,`--�P,-!;,-, % ", X ,�,N "! ,, -�!""- ,� !--,�", , .,,.�,', - � - -� �� - , , ,�,�� �,t�7-M4 ,i-R�, -, ,,TNO, " Z � -, �- "","" "' Rf 1411131 �, -,, W�*�A-";, 1, �. , ,4�-, �. - , " r � wQq 11 I .*, , . R - �,,,�i%""",���'"!.,-.:"-."",�'.���,.'�,"��-�i*";"-�-- ��4.,�;;`�,;-,�,`,'-,�,14 A.�-,,,-�, �` , ',,�" '��- S�, � - "M r ,,�; �--" -- .-ii, ,',��14-�Q�!,,�,�, , 04, --- �,--, �-I. "!�,Wwn-,-A- ,�,, - . -,,,, -,,,L-:,,,,,-,� ;`,.�,g� ,'-',:'-.',��,:,--� ,,----�,'1'1*11�1 ,�,;,,-.�`;",`��,-� ,,-�,N",7��,`,,:, - .,�',':�z , - �"""--'�""I",�ll"!,;�"-� ,,� - ��,,,,i- , R,�,� ,* �,,,,,,�� .",g, .,,r� "" � -," -'-i- , - " , '. ,,,, ----,��,-L r, - .1 'L .,���,,,�,i-���,�,,,�,,�,,���,�,,�,,'�,,'�,W""' 'rg'�-,'V�',mm�.'i C-�-k'- ,",�- pki-�� ,�l",.,�,��;-;-,�,�-...,iiw-,�,*",:,I��,.�- W �kkq, �6,0- ��ZRPR1�7--,R- -� '" �!, , , -..',, r �-, " ff, -� 6, �" ,-� ��, -�w R ��, .� �a,,--,,-,�,;,-.,,,,,r�,.,,,�-���!",�-��',��-4�::.-�,',"��f-�M'�,,�if',,,"�- . - � , , , -�' ',�,',?;,�.z:"�-��-', - , ,""�� � -� ,- ., ., ;`,� " , , - -:�Nri�l. .� " , ,�','.! - ; � ,, , F'j I--'%14,��. -0, ,4�-'r.-,',, ,:����'p"",f'4,�'� �," .A k",-M .,*`,�! - , �� I,'.,���-" 1�- --�:��,I; ,,,'�: L 1'.�.� -�.�,,,� ,�; i 1"."",�e-- " �. . �i 1-1-��-�.� " ,�,��-�- �� ." � ."-�� �i`,�.,,-�,'.-,j , f; '. .�,-'Q--'--� 'i"11` -.�,;,-�,��-�i""",i""?::�-��, ,� , - . , � M. - -.- I tA , ",� -1,"-�--j t-`-!�,� -,,�, - "-��.,�"41,�,��,g���,�^rl�",�";tlli� ,,�'-'t - -;�., ,� - - � �,rNt�� - .-, -�-, -, -,-"`0-,-,1',-�-' "!;,��'�',',,,,-"��!-�,�4i��.-.�.�, ,,I�v�,, ,%:,� i '-,,,�,,,�,j-`a-.1-r,,,T �Q.,r'-..,,', OISM , , � .,� - ,�,- ,��-""-,-",����,.�',,�,.,*::-,,,,,,,"��� -"11:,,�'-, �,-,,r,�, ,�*-,,,::�,�'-"i�4�::�t',,.i"-,�',."�"�'1"'�',"�,�-�*,��$�.',-,�',,,,.-T��!-"�',�!'I,,`�,��'','.-'5,"'- . , ,�-"""z�,hl ., '.,,�,V���;,E-"�i,--"-""-t�,- - ,,�,"�,,�i:�,-���'�"k�',�,,���,,�' -�-'��-'�-���,,r'�'�,-,�'�,�.-,"'�',"' " � , -, - �-'�`- .. �, �1�i�lc� . - -. , ly."�-;;gj,;�,, � , ,�--.,:�,�,-,�-,',-� -�,,,-`r.,,,- --'-,�: ,T�.; -�, ;, � ,� , , � - � .,:-,-', ,--, ,, . ,,��,q"�, � --, ,� � W-% ,-Q--�,� �:, if ,,-��h, ��, ,�,,,, ." � , - z�,�T�,," -- - 11 ,��, - , �"" ,L ,,�":� , - � , �� - "' %,�,- ��,,,k,,��,�.�i:"",�-.""�,,�,.:"��,,,�,,�,,q) .-�-�.-, -� M* ww"O ,,, ,��:,:� , -�� -� " - - 11- '? ',,�-,��l,,'��b�-";�,;�,,�.,�-,I�.-��-,,�,--."�,,��s�f,� n,'-�!.-g -,�.-tt,iT�'-4,,-",*�'ii-'t'4i,�,-.'.�""���'--�,'�,!."'�',�-'�:,-..,�!,.--', -�����.�,.���,,�.!'.�."�.��-,-",,,'�,��,�':-".".,.���,,,�',-,,�",�"-"",,-,,,.�'-,,,���,�*' ,i- � - - "" -,�,"�'-'��*?,�-�,�� �,:�, E.t��:��-- "v�5,`,-`�,,��." �a-,�,��,�, � -�� ---, --� -,,-, , � -, �,5� , , -- - - g'�,-�*�',It�',�,t4l,�,o�3,�'�,'�-�-�-,-�'i'�,,,,,,��,,",�, ""i � � 'A."i't � - - , - --, ---, ", - ,;," ,--.y3,rr--1'? �, -- - ' - '� G �,,,��e , .!,., , -" ,- �� �,%,`., " ,� � �""��' -�"?� .' , �� �,�- , 1, - "" % ' �"."'�,'!�,:"11-".-,., - -1'1-11,!�,��:"-,� , ,, , ..", . - � , ". '', . "w- ,-1, ,r - -, , �; �� . - . � , - � "," - ,,c 7j,.-,.�� ,,,, ,,�;'I I"I�I .. 11 1�� - '. � - �� �', - .11 ---, "'' -, -.� �,r,"14.-'�:,!'1"`.,-','j;',','-,,`�:��-t;',��',','�,,� - . �.. .'",�",",,.1.y�, ",-�:,�, '��lf,�."�11-11'�,��2�,��,�,��I ,4, , " , �� ,,,� ,,----, ��i--�,�., :"'! -1� 1�1 - 105 MOW "41""a 0 z�,,-�, ,�,,,�,�,,.�,����,,.�,,.�,,�l,,�,�,,�,,'��,�i;��4-��, L��,,�,.,- �-4 , - " A , - - 1. I I , ,- "" �L'�`�" �" . ��,4�, , '.1,�;�,_ _�'J. ,- - - , , -- r 'Flosys, , --WA . `� 'f " - . . ,'�'1, , . ,-? -�' -1 �:� , !"U"-�-*��,-,,,--,,�-,,- *,��, �,-;,'��,,��-,.��,-�-�,-,-,,�,--���",..-,-,;-��,,�,�� ,,,-,��,�"-� - �'�; V, .-� - , , . ,,� k), .:,. 1, -I-" .-- ,,,�;�,". � I ., ,� F"!`.*-,��',�'�,�,-,�Z-�,�, �L�� � , , 1�,';, � -� , -I I -�,�;�" " - ." """#� �--Nli,,N,�v,-3 -4-I � 't , , . i-� ,o, , , ,-,- ,- - - --- - , -� -K ,, -� m R�, ,7 i --, ;;,,',�,�, Zk`,�,,��'i�- �� , �:�, � 1'�:."" ,�,2;��'-`;,-,,d�; -ri,m" �, �,:C,7 ,,-;,-�,,,,`?:A-"�,�;,',,,-� . ;'�,;- - , I ,'_' .�,- L,, ,', -,�, , .i "�;�" -":"*!`-"4�� , .�4�-� - !U41 -,",�,%, ., " -..,,-,-�,,;;--'�-"�"ry - - ,�- - , -,�, �,�� ��, � " " -��,,-;z-.I,,,-.�--��;i�,� ,�,�-p�-;�',;��,,,',� .� ,,,�",,�)-,�'.4�,,*���i-,,����.,,;, ,- i - -"�,;v e�,, , ,-', --'� ,,� --.,� -�.,k �� �. ,-� " , �,� ", . ,,���.���,,��-,"�.,��'t�"C,!,�',z���,�t";i"i', .4" ;� ,,,�',,,�,,�7�,' ,,,,, , ,,,�----'. ,,-x--,��ri,7',;, -,-��,,�',�,7"',�t �,''. , - . - ���,,', , , of , -;' , -�.-�iv-,,�--�f',.,!,,�",'�.�,���"',�,',',"",�����',,�."�� "11�,,,- - -- - '111"�,"' � , I,,�;��- ,�, -1 f St� '1�1- , ,,,;�7j� li� - ,- , ,,� - �� �"', � ,-�. , ',-,;.,�"_, 1; ",,,�4�, - ,.",;;..�,,,��.,,;�!,�,,-�,,-�;�-�'li'�,,,�,,--��, ,,t�,�,--,�,-,?,,,, , on. . -�, , , ,, ,,, � �,-,-�6%4%- _,�ii�"i-",�,,�,'��.�1;1.1,�".��'�;,-,*,;��,-���.,i.-�,,li";,�.�ll,�I , k" �,,�,-,,,-�,4��-,,i,,,, ,��'. ii;',, �,M,��, to snoup A�,�L,� ,�;-,-----,�"; " ,� ,.��, :�,, I ,, , ��Rb IN 1 I W MOM , , , , R R v - , , �,- - ,- " � ,� --, Is VIt, to b" ,�- ,r��, , ,:�---,�,��,]., ,., it��Agnt , ��,,,�, - ` , , ,;!- N, ,Wiw�-�v"pl, ,� 7�,4�`�,,�. -�A"�-,-,�-, ,-,!, - - " '?, - � - �� I pq ,�;�"., �611�11' `0�,, , ",F-3", Y"��`, L 1`1!`,�, 7000,i,� ",1"�,' �,� `,��, �, , i-74 """, - �-� " , , , --,�.,11111 ,� -, iP,,,�-,�,J,,,,�`��,!'3,1N-,--, !�,-,�:,��-111,���'���,,,�,:�,�%�",��� �,��,"r�,'� '� ",�,� '" , �,, -,-��,;,,,,,,,�i-!-,�4',,--,,,,,,�, 11,,;-,11-.�Iwk,-,,�, - , :" ,��'! 1-1-1 ,,', "" Kl-,� ,�--,-- - , �. 1-1 , - -�,;',,--- _',,"�I'k"� "'., Y.�g�_,--._-- ,,,,,, � -,- _ _ , V,�1111�1'--,�,,�,T;,q-�,,,,��11�--O �, ,� ,n� , ," .- I � , ?� "J, �',, g5,,.,,�,�',, , �"�,' �,� -, llw` ,�" �"'14qg�-, 41-11evinli � I ,_ " I � � - � -, , IM , �Ii'�'AN,"-.,.-�'---'-' 1-�� , . ,, _ " ��;, ,,� -, - I s ,4 , ",� , 4 �: , VM�Un " ,� to ",'��111�i,�.M-1.�I ,,-��"k",w;,�,�,,n,,,, 1��Nlilll � ",. ..71,I�� "I'll, 1, u 11 L . 1�',""', ,P i�' i-,�,AwMwm-R;V' - --,,�QQS�- � ; , , .......... 1;� , 11 1 - - 1-1 11, --w-'s � , ,, LO ,�, 6,� ,,,'�,��4 , i ;Me " .... I I . - - . � . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parce[ :,Application # lu Health Division Date Issued ef Conservation Division -,Application Fee Planning:Dept:— _,,: Permit Fee. Date Definitive;Plan Approved by Planning Board Historic - OKH Preservation Hyannis Wry Project Street Address Village Owner NVe- "a -Address C0 _R l 'Jk QOUA, Telephone (Ak% • lool. Permit Req uest Square feet: 1 st floor: existing proposed 2nd floor: existing oropos6d Total new — Zoning District- Flood Plain Groundwater Overlay Project ValuationQ.Q00 Ce Construction Type Lot Size Grandfathered: D Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family _, Two Family Ll Multi-Family(# units) Age of Existing Structure Historic House: L]Yes Ll No On Old King's Highway: LJ Yes Ll No Basement Type: LJ Full Ll Crawl 0 Walkout LJ Other Basement Finished Area (sq.ft.). Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing —new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Ll Gas D Oil L3 Electric L3 Other Central Air: LJ Yes LJ No Fireplaces: Existing New Existing wood/coal stove: Ll Yes 0 No Detached garage: LJ existing LJ new size—Pool: LJ existing LJ new size Barn: Q-,,existing L4L3 ew c-size h CD Attached garage: L3 existing LJ new size —Shed: Ll existing Ll new size Other: �,l ZZ Zoning Board of Appeals Authorization LJ Appeal # Recordec LJ Commercial t4 Yes LJ No If yes, site plan review # -77 I Current Use Clmrnec-clj Proposed Use ea APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name'SPe-,rA-14e_ V�a�_ e Telephone Number Address 29 -Kallas"(k_ License# US (pro q 3 s1f,A Y%'t _'S Home Improvement Contractor# 10375] u4r i C'S S !COO Worker's Compensation # C-QQ� 7W4 361-1 oral ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 a - wol _j FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE 1 OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL Y PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING s `.i DATE CLOSED OUT ASSOCIATION PLAN NO. I Town of Barnstable Regulatory Services Thomas F.Geller,Director r r cb s6ss- .4� Building Division; Tom Perry,Building Coinnussioner 200 Main Strcet,Hyannis,MA 02601 1v`vw,town.barnstabl e.ina.us Office: 508-862-403 8 Five: 508=79.0-6230 Propelty Owner Must Coi replete and Sign This Section If Using A.Builder. T,Lance,Inc.dba Cape Cod Potatoe Chip as Owner of the s,ibject property hereby,authorize SPRINKLE HOME IMPROVEMENT;INC, to act Oil mybehdf, in all rnat-te nI relative to work authorized by this►wilding pexm .application for. 4W Breeds Hill Rd., Hyannis, MA (Addre`ss of Job} t -°f re.. _A_1od Pq.�P_r Print Name If ProperyOn er is applying forpennit please•complete.the ameo veers License Exemption Form on. the reverse side. Q::6RM S:ONYIEW'ERM15S)OTl TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i t4 Parcel G�� Application a O Health Division Date Issued Conservation Division Application Fee 00,a) Tax Collector Permit Fee -!b Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH G Preservation/Hyannis Project Street Addre Village Owner � �� t Address too CLrr64di Telephone60b%--77 15-' 53 52 Permit Request fCAW2 Q90z, lwy`t 4W lG DI `'CO-Vej--to v ddl Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay SO.00 Project Valuation / �Kristruction Type 5 '�t�$' Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. f Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) t- Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No U Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) F Number of Baths: Full:existing new Half:existing i new Number of Bedrooms: existing new ! c x >J Total Room Count(not including baths):existing new First Floor Room-Ceunt Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: c0 Yes^ ❑No 47- . Z 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 )'es ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name-'Z)i0rtqW ��� V Telephone Number_6(g-77 S—ITO Address .1� � License#CS Cof ta3 1 1 � Home Improvement Contractor# Worker's Compensation#7100 qqy,-50 L ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z:Z FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED - • ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER II DATE OF INSPECTION: ' FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ;I PLUMBING: ROUGH FINAL '? . GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F} 4., Contractor is not responsible for existing conditions of business owner's premises. 5.� Contractor is not responsible for damage to such items as, but not limited to: sidewalks; driveways; patios; lawns; shrubs; sprinklers; and other such appurtenances. However, reasonable care will be taken. 6. All agreements are contingent upon strikes, accidents, or delays beyond Contractor's control. 7. Business owner is to carry fire, and other necessary insurance. Contractor's workers are fully covered by Worker's Compensation Insurance. 8. Fencing, carpentry,painting,plumbing, electrical, dry wells, etc., and all other work necessary that is Uot contained in this contract, shall be the responsibility of the Business owner. RIGHTS TO CANCEL The Owner may cancel this Agreement if it has been signed by the Owner at a place other than the address of the Contractor, which may be his main office or branch thereof, provided that the Owner notifies the Contractor in writing at his main office, or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this Agreement. WARRANTIES The Contractor warrants that the work furnished hereunder shall be free from defects in.workmanship for a period of two (2)years following completion and shall comply with the requirements of this Agreement. In the event any defect in workmanship, or damage caused by the Contractor,his subcontractors, employees or agents, is discovered within two years after completion of any job, including clean-up, the Contractor shall, at his own expense, forthv4th remedy, repair, correct,replace, or cause to be remedied, repaired, or replaced such damage or such defect in workmanship as long as the owner has paid their agreed contract in full. The foregoing warranties shall survive any inspection performed in connection with the agreed upon work. All warranties for product supplied by the Contractor under this Agreement shall be those given by the manufacturers of such product,which shall be and hereby passed directly to the Owner. Such manufacturer's warranties,the Owner maybe required'to register or mail in a warranty card or other evidence of ownership, and use of such product in order to activate such warranties. The Owner's failure to send in or register such documentation,which failure voids that manufacturer's warranty, shall not create any responsibility for the Contractor to warranty such product. Note: Any changes in the contract during the duration of the project which results in additional monies due will be paid in full to the contractor at the time of the change. I authorize Sprinkle Home Improvement to act on my behalf in all matters relative to the work to be performed on this job (i.e. permits, applications etc.) if necessary. Cape C Potato Chips Representative Date Brad Sprinkle Date Celebrating 62 years in business!! DOLJGLAS CONSTRUCTION 90 Douglas Pike,Smithfield,Rhode Isl 917 n (401)232-3700 PAUL SURABIAN Fax(401)232-3703 PRESIDENT Cell(401)301-5516jf-� necoxmail.com Email.psurabian@douglasconstruction. i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �� Map 314 Parcel &2 4-1 rQ �� Permit# / 7 Health Division 3 31 .� it �.c��' 0 �r�S TABLE Date Issued 2�'�tp Conservation Division 0 APB 8 Ph Z: 10 Application Fee leco• Tax Collector_ f Permit Fee Treasurer UNO, DIVISION Planning Dept. APPLICANT"TIRT OBTAIN A SEWER CONNEr �;.;'�i': f'RO14 THE ENGIDate Definitive Plan Approved by Planning Board CONSTi; _ ;"c PFIOR TO ON411 Historic-OKH Preservation/Hyannis Project Street Addref� kBreeds Hill Road e Villa g Ca � C-GdTtnZ�-n L G,rp Owner Cape Cod Aquistition Inc. Address 88 Breeds Hill Road, Hyannis MA Telephone 508-775-3358 Permit Request One story addition to existing building. Square feet: 1st floor: existing 3 0, 336 proposed 1937 2nd floor: existing proposed Total new 3 2, 2 7 3,) Zoning District Industrial Flood Plain Groundwater Overlay imi e Project Valuation 139, 000 Construction Type Masonry & Steel Lot Size 5. 435 acres Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑.No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ { Commercial 9 Yes ❑No If yes, site plan review# 0 5 6—0 3 Current Use Manufacturing Proposed Use Manufacturing BUILDER INFORMATION Name �SGAK �/ S i4,1 Telephone Number qC l Y3 l—106 6 Address / g P.4 vi / 4e�� License# C S 0(,o 14TTZ-7 0 2 Home Improvement Contractor# !L Z 2 7 S Worker's Compensation# r. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Ai e-eg tvd SIGNATURE DATE 3 �o 0 FOR OFFICIAL USE ONLY ` y - . PERMIT NO: DATE ISSUED MAP/PARCEL NO. e a r . ADDRESS VILLAGE 4 OWNER DATE OF INSPECTION: FOUNDATION ow "�®��'�� ` bA • FRAME INSULATION . FIREPLACE - ' f� ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL y- ; GAS: ROUGH FINAL ~"� FINAL BUILDING /�,,✓ p �'t 7 G S/ •''� a DATE CLOSED OUT "--ASSOCIATION PLAN NO. r TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 314 024 001 ' GEOBASE ID 35536 ADDRESS ' BREED S HILL ROAD PHONE �Ud BARNSTABLE ZIP LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT TYPE B06 jy, EEIPTION 8RTI SCATMFBORUPANCY CONTRACTORS: Department of ARCHITECTS: P TOTAL FEES: Regulatory Services BOND $.00 CONSTRUCTION COSTS $.00 756 I�F} 1,FICATE OF OCCUPANCY 1 PRIVATE ' C"`: * BARNSTABLE, MASS. 039. A� FD MP'� BUILDING DIVISION BY DATE ISSUED 07/12/2004 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) MAU DATA Department of Regulatory Services • BARNSTABLE, MASS. i639� 7_7� o BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY POST THIS CARD SO IT IS VISIBLE FROM STREET-- 6R,6 BBUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS t ✓Rd 2 �' Dry 7111111 2 / G 3 �p 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT R7 2 BOARD OF HEALTH OTHER SITE PLAN REVIEW APPROVAL POMM contracting with Unregistered contractors do not have access to the guaranty fund (as set forth in WL C.142A) WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION, NOTED ABOVE. TION. BUILDING PERMIT � i v 03/17/2004 WED 9102 FAX 508 775 2808 Cape Cad Potato Chips Z1002104 03�16i2eea : z5,a�. ,1 PAGE • Tow,of Barnstable ]Regulatory Services � Thomas F.Guar,t&zcbr '`"' wilding Mvision Tom Par9i S WIdIng Co=bdouer .200 I;Ub Sheet Hyonts,MA 02601 Office: 50g4d 403B F= 508 790.6230 • Propem ownex Must Complete and Sign this' Section ' If'Using A Builder bCte�autho2azC �Gk Oi w•-LIT "S�Y".•i.L'T7 �{•):�P./ ..LCY;aC�bII ffi��C��. V is all pxd=Tel this b uldiug p=ok-sppifcatiou%for. (Addzess of job) -hrd �la-a1 ABC �- , �w/' f DOUGLAS CONSTRUCTION AND SUPPLY CORP. 90 Douglas Pike Smithfield, Rhode Island 02917 Tel. (401) 232-3700 Fax (401) 232-3703 March 26, 2004 Town of Barnstable Tom Pe C� � I 200 Main Street Hyannis,MA 02601 Dear Mr.Perry: Consistent with our conversation earlier today please accept this letter as confirmation that the proposed trench drain for the addition as offered by Gale Associates will not be installed.I now understand that town regulations do not allow trench drainage for storm systems,and will therefore it will not be installed.The storm water expected to be drained by the proposed system will be directed to the existing storm basin by pitching the asphalt paving during the construction process. J Thank You for helping us to expedite this project through the approval process.I look forward to working together on this project in the up coming months. 3 I Sincer O Q -C- Paul T. Surabian,Pres. a X Douglas Construction& Supply Corp. C w ca cn o D a two �- •• W w r Cc:Toby Strickland `j rn Lance Inc. r COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 /00, Od Alterations/Renovations $50.00 Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS square feet x$140.00/sq.foot= 471, M,OU x.0061= ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot= X.0061= STORAGE BUILDINGS ONLY square feet X$32.00/sq. foot= X .0061 Commprojcost r CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts SECTION 15300 FIRE PROTECTION PART 1 -GENERAL ` 1.01 SCOPE OF WORK A. The site of this project is the Cape Cod Potato Chip Factory, 88 Breeds Hill Road, Barnstable, Massachusetts,an existing occupied factory,office and mercantile facility,which is privately owned. The facility consists of one main building located on a parcel of land at the northwest corner of Breeds Hill Road and Independence Drive. B. Work Included: The scope of work,without limiting the generality thereof, consists of furnishing all labor,materials, transportation,equipment,accessories, appurtenances,and services necessary and/or incidental to the proper completion of all fire protection work shown on the drawings,described in the specifications,or as reasonably inferred from either,in the opinion of the Owner and Engineer,as being required,and includes,but is not limited to: 1. Connection to existing 4-INCH wet automatic sprinkler system main at existing cooking oil storage room,and to existing 6-INCH wet automatic sprinkler system main at existing shop area,as feeds for new dry sprinkler system. 2. New dry automatic sprinkler system at existing loading dock,and at new metal building addition at the southwest end of existing building adjacent to existing loading dock. 3. New inspector's test connection. 4. New high temperature,and/or extra high temperature sprinkler heads,as necessary, according to ambient temperature conditions at loading dock and around new cooking oil treatment equipment. 5. Alarm system shut downs both public and private. 6. Tamper switches,flow switches,pressure switches,temporary or permanent. 7. Escutcheons. 8. Coordination and cooperation. 9. Catalog cuts,shop drawings and hydraulic calculations. 10. Core drilling of all holes 11 Cutting and patching. 12. Sleeves,inserts and hangers. 13. Staging and planking. 14. Testing,commissioning and certificates. 15. Record drawings. 16. Operations and maintenance manuals. 17. Valve tags and charts. 18. Hoisting,rigging,setting of all piping and equipment. 19. Fees, permits, royalties, guarantees, submittals to and approvals from Fire Department and Owner's Insurance Underwriter and all other State and Local Authorities exercising jurisdiction over this project. 20. Protection of piping and equipment against damage where subject to earthquakes. 21. Smokeproofing,firestopping and waterproofing of all pipe penetrations of walls. 22. Instructions on equipment and systems operation for Owner's representative and maintenance personnel. 23. Seismic bracing,restraints,and all other related requirements of 780 CMR and NFPA 13. 24. Protection of existing piping,equipment,utilities,etc in coordination with new extension from existing sprinkler system. FIRE PROTECTION 15300. 1 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts 25. Flushing of all new water piping. 26. New dry pipe valve assembly with compressor. C. Certain portions of these Specifications are not directly applicable to the intended scope of work,but are included in the event that additional work is necessitated, including, but not limited to, removal and replacement and/or relocation of other existing fire protection systems in order to coordinate with the installation of the new piping and equipment. 1.02 RELATED WORK NOT SPECIFIED HEREIN A. Electrical Work. B. Finish Painting. C. Temporary power for operation of pipe cutting,welding threading,rigging,or other tools. D. HVAC Work. E. Installation of access panels. F. Fire stopping H. Concrete and Masonry Work. 1. Fire Alarm system. J. Plumbing Work. K Architectural Work. 1.03 DEFINITIONS A. Words in the singular shall also mean and include the plural,wherever the context so indicates and words in the plural shall mean the singular,wherever the context so indicates. B. Wherever the terms "shown on drawings" are used in the specifications, they shall mean "noted", "indicated","scheduled","detailed",or any other diagrammatic or written reference made on the drawings. C. Wherever the term "provide"is used in the specifications it will mean"furnish" and"install", "connect", "apply","erect","construct",or similar terms,unless otherwise indicated in the specifications. D. Wherever the term "material" is used in the specifications it will mean any "product", "equipment", "device", "assembly", or "item" required under the Contract, as indicated by trade or brand name, manufacturer's name,standard specification reference or other description. E. The terms"approved",or"approval"shall mean the written approval of the Owner and Engineer,and/or the authorities having jurisdiction, as the context applies. These terms shall not relieve The Fire Protection Contractor from the requirements of the contract documents. F. The term"specification"shall mean all information contained in the bound or unbound volume,including all"Contract Documents"defined therein,including all drawings. FIRE PROTECTION 15300-2 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts G. The terms"directed","required","permitted",'ordered","designated","prescribed"and similar words shall mean the direction,requirement,permission,order,designation or prescription of the Owner or Engineer. The terms"approved","acceptable","satisfactory"and similar words shall mean approved by,acceptable or satisfactory to the Owner,Engineer,or authority having jurisdiction.The terms"necessary","responsible", "proper","correct"and similar words shall mean necessary,reasonable,proper or correct in the judgment of the Owner and Engineer. H. "Piping"includes in addition to pipe or mains,all fittings,flanges,unions,valves,strainers,drains,hangers and other accessories relative to such piping. I. "Concealed" means hidden from sight in chases, furred spaces, shafts, hung ceilings, embedded in construction or in crawl spaces. J. "Exposed"means not installed underground or"concealed" as defined above. K "Center Line Elevation"means the elevation to the centerline of pipe. L. "Fire Protection Contractor"refers to the Contractor,Subcontractor or his Contractors responsible for furnishing and installation of all Fire Protection work described in the Fire Protection Specifications and/or shown or noted on the Fire Protection Drawings, FP-1, FP-2, FP-3 and FP-4. The terms "Fire Protection Contractor", "Subcontractor" and similar terms shall mean "Fire Protection Contractor" as defined above. M. "Working Plans" are fabrication drawings provided to indicate actual fire protection system and/or combination system piping layout. N. "Contract Documents"shall mean the documents prepared for this project for the Fire Protection systems as well as all other trades,in specification and/or drawing format,and which might have been prepared by more than one source. O. "M/E/P/FP" shall mean the Mechanical, Electrical, Plumbing and Fire Protection systems within the buildings. P. "Owner"shall mean any one or a combination of the following,as applicable to the particular situation or context: (1)Lance,Inc., P.O. Box 32368, Charlotte,North Carolina 28232-2368 and/or(2) Cape Cod Potato Chips, 88 Breeds Hill Road,Barnstable,Massachusetts,and their representatives. Q. "Engineer" shall mean Robert W. Sullivan, Inc. Consulting Engineers, 302 Union Wharf, Boston, Massachusetts,02109,(617)523-8227. R. The provisions of this specification which are directed to the Fire Protection Contractor shall also apply to all other contractors,in situations where the context is applicable,who shall be sub-contractors of the Fire Protection Contractor. 1.04 CODES,STANDARDS AND REFERENCES A. All materials and workmanship shall comply with all applicable State Codes, State Regulations, Specifications,Local and State Ordinances,Industry Standards and Utility Company Regulations,latest editions,as well as applicable editions of all applicable NFPA Standards and any requirements of the Town of Braintree. FIRE PROTECTION 15300-3 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts B. In case of difference between State Building Codes,State Laws,Local Ordinances,Industry Standards, Utility Company Regulations, the Contract Documents and NFPA Standards, this Contractor shall promptly notify the Owner and Engineer in writing-of any such difference. C. In case of conflict between the Contract Documents and the requirements of any Code, Authorities having jurisdiction,the most stringent requirements of the aforementioned shall be included in the bid, and assume that will be provided unless otherwise directed by the Owner and Engineer after award of Contract. D. Should this Contractor perform any work that does not comply with the requirements of the applicable Building Codes, Regulations, State Laws, Local Ordinances, Industry Standards, Utility Company Regulations and NFPA Standards, he shall bear all costs arising in correcting the deficiencies, as approved by the Owner and as directed by the Engineer. E. Applicable Codes and Standards shall include all State Laws, Local Ordinances, Utility Company Regulations and in particular,the applicable requirements of The Massachusetts State Building Code, Sixth Edition, 780 CMR, and its referenced and adopted Codes and Standards,without limiting the number. F. This Contractor for the work shall give all necessary notices,obtain all permits,pay all taxes,fees and other costs in connection with his work. This Contractor shall obtain and pay for all required Certificates of Inspection for his work and deliver same to the Owner and Engineer before request for acceptance of his work is made and before final payment. 1.05 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Before commencing any work under this Section, this Subcontractor must visit the site and verify all governing dimensions,pipe sizes,and elevations at the site and examine all adjoining work on which this work is in any way dependent for its perfect efficiency according to the intent of these Specifications. B. Each bidder shall visit the site and inspect conditions affecting the proposed work. Failure to do so and misinterpretation of the plans and Specifications resulting therefrom shall be entirely the responsibility of the bidder. C. No claim for extra compensation will be recognized if difficulties are encountered which an examination of the site conditions and contract documents prior to executing contract would have revealed. D. Information indicated relating to existing systems is taken from the best sources available. Also,pipe size,conditions of piping,locations and elevations of existing systems connected to must be verified prior to commencing new work. E. Provide all required pipe, fittings, valves, etc., required to make new tie-ins to existing systems. All shutdown time shall be kept to a minimum. All work shall be done at a time convenient to the Owner to minimize interruptions and shall meet the approval of the Owner before work is done. F. Two week notification must be given to the Owner for all shutdowns. 1.06 EQUIPMENT AND MATERIALS A. Equipment and materials shall be delivered to the site and stored in location as directed by the Owner, in original sealed containers,suitably sheltered from the elements,but readily accessible for inspection FIRE PROTECTION 15300-4 r CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts by the Owner and Engineer until installed.All items subject to moisture damage such as pumps,motors, control panels,switches,etc.,shall be stored in dry,heated spaces. B. This Contractor shall have his equipment tightly covered and protected against dirt,water and chemical or mechanical injury and theft. At the completion of the work, equipment and materials shall be cleaned,polished thoroughly and turned over the Owner in a condition satisfactory to the Owner and Engineer. Damage or defects developing before acceptance of the work shall be made good at this Contractor's expense. C. This Contractor shall make necessaryfield measurements to ascertain a n space requirements, for equipment and connections to be provided under his Trade and shall furnish and install such sizes and shapes of equipment to allow for the final installation to conform to the drawings and specifications. D. The manufacturers listed within this specification establish the standards of quality required,either by description or by references to brand name,name of manufacturers or manufacturer's model number. Where one product only is specifically identified by name or manufacturer's model number, this Contractor shall base his bid on the use of the name product. Where multiple names are used, this Contractor shall base his bid on the use of any of those products named.This Contractor shall submit with his bid, the names of products which are proposed as substitutions for products named in the specifications.Each proposed substitution shall be accompanied by a written statement of money to be added or deducted from his bid.The Owner reserves the sole right to accept or reject said substitutions with or without cause. When equipment and/or materials are proposed to be purchased from a manufacturer other than those specified, this Contractor shall provide with his bid, data sufficient to inform the Owner of the basis of equality of the substitution to that of the equipment and/or materials specified.When equipment other than that specified is used,this Contractor shall be solely responsible for any extra cost of required revisions such as structural steel, concrete, electrical, piping, and any engineering review, coordination with other Trades, or redesign, etc. Such additional cost shall be identified at the time such substitutions are proposed and incurred by the Fire Protection Contractor. E. Manufacturers' directions shall be followed completely in the delivery, storage, protection and installation of any equipment. Promptly notify the Engineer in writing of any conflict between any requirements of the Contract Documents and the manufacturer's directions,and obtain the Engineer's written instructions before proceeding with the work.Should this Contractor perform any work that does not comply with the manufacturer's directions or written instructions from the Engineer,he shall bear all costs arising in correcting any deficiencies that should arise. F. This Contractor shall furnish and install all equipment, accessories, connections and incidental items necessary to fully complete the work under his Contract for use,occupancy and operation by the Owner. G. Where equipment of the acceptable manufacturers requires different arrangement or connections from those indicated, it shall be the responsibility of this Contractor to install the equipment to operate properly and in harmony with the original intent of any drawings and the specifications.When directed by the Engineer, this Contractor shall submit drawings showing the proposed installation. If the proposed installation is approved,this Contractor shall make all necessary changes in all affected related work provided under other Sections including location of roughing-in connections by other Trades, electrical requirements,piping,supports,insulation,etc.All changes shall be made at no increase in the Contract amount or additional cost to the other Trades and/or Owner. H. All equipment and materials required for installation under these specifications shall be new and without blemish or defect. Equipment and materials shall be products which will meet with the acceptance of the Authorities having jurisdiction over the work and as specified hereinbefore.Where such acceptance is contingent upon having the products listed or labeled by FM, UL or other testing FIRE PROTECTION 15300-5 r CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts laboratories, the products shall be so listed or labeled.Where no specific indication as to the type or quality of material or equipment is indicated,a first class standard article shall be provided. I. All equipment of one type (such as valves, piping, specialties, etc.), shall be the product of one manufacturer. 1.07 GIVING INFORMATION A. This Contractor shall keep himself fully informed as to the shape, size and position of all openings required for his apparatus and shall give information to the Owner,Engineer and other Contractors sufficiently in advance of the work so that all openings may be built in advance. 1.08 PROTECTION A. Each separate contractor shall be responsible for his work and equipment until finally inspected,tested, and accepted. Carefully store materials and equipment which are not immediately installed after delivery to site. Close open ends of work with temporary covers or plug during construction to prevent entry of obstructing material. All materials such as valves, fittings, piping, controls, etc., shall be properly protected and all piping openings shall be temporarily closed by this Subcontractor installing same, so to prevent obstruction and damage. This Contractor shall take precautions to protect his materials from damage and theft. Furnish,place and maintain proper safety guards for the prevention of accidents that might be caused by the workmanship, materials, equipment or electrical systems provided under this Contract. C. Each separate contractor shall protect the work and material of other trades that might be damaged by his work or workmen and make good all damage thus caused at no expense to the Owner. 1.09 CLEANING AND ADJUSTING A. After the completion of the work,all materials and equipment surfaces shall be cleaned and polished in accordance with the finish of the material. All chromed surfaces shall be highly polished. All systems shall be thoroughly adjusted for perfect intended operation. Valves,controls,etc.shall be adjusted for flow,temperature,etc.of water. All piped systems shall be thoroughly adjusted and balanced so that all conected equipment operates properly. Valves shall be adjusted as required by the Owner and Engineer. Submit in writing to the Owner and Engineer upon completion of this work stating that each system is completed,balanced,properly adjusted and ready for acceptance. B. This Contractor shall thoroughly clean all equipment and systems provided under this Contract from rust, splatters and other foreign matter or discoloration, leaving every part of each system in an acceptable prime condition.This Contractor,for the work under his Contract,shall refinish and restore to the original condition all equipment and piping which has sustained damage to the manufacturer's prime and finish coats of paint and/or enamel. 1.10 DAMAGE TO OTHER WORK A. This Contractor shall be held responsible and shall pay for all damages caused by his work to the new or existing building structures and equipment,piping,etc., and all work and finishes installed under this Contract in the buildings on site.Repair of such damage shall be done as hereinbefore specified,at the expense of this Contractor and to the Owner's and Engineer's satisfaction. 1.11 CORRECTION OF WORK FIRE PROTECTION 15300-6 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts A. This Contractor shall promptly correct all work provided under his Contract and rejected by the Engineer as defective or as failing to conform to the Contract Documents whether observed before or after completion of work and whether or not fabricated,installed or completed.This Contractor shall bear all costs of correcting such rejected work. B. The above requirements will also apply to work observed to be in conflict with"Coordination of Work" as outlined above as it relates to installations not allowing accessibility to all system components. 1.12 EXTRA WORK A. No claim for extra work will be allowed unless it is authorized by the Owner and Engineer in writing before commencement of the extra said work. 1.13 CUTTING AND PATCHING A. This Contractor shall be responsible for all cutting, patching, core drilling, etc. as required for work under his Contract,but in no case shall he cut into any structural elements without the written approval of the Owner. B. All cutting, rough patching and finish patching required for the installation of work required by this Section shall be provided by this Contractor under this Contract. C. All concrete and masonry equipment bases and pads shall be provided by the Other Work Contractor. 1.14 USE OF PREMISES A. This Contractor shall confine all of his apparatus, storage of materials and construction to the limits indicated on any drawings,and as directed by the Owner,and he shall not encumber the premises with his materials. B. In storing materials within areas(structure or ground),or when used as a shop, this Contractor shall consult with the other work Contractor and shall restrict his storage to space designated for such purposes. This Contractor will be held responsible for repairs, patching or cleaning arising from any unauthorized use of premises. C. Notwithstanding any approvals or instructions which must be obtained by this Contractor from the Owner in connection with use of premises,the responsibility for the safe working conditions at the site shall remain this Contractor's. Owner and/or any of their Agents shall not be deemed to have any responsibility or liability in connection therewith. 1.15 SUBMITTALS A. Prepare and submit shop drawings in accordance with the requirements hereinbefore specified,and of Division 0 and applicable parts of Division 1 and in the manner described therein,modified as noted hereinafter. B. All shop drawings shall have clearly marked the appropriate specification number,drawing designation, project name,etc.,for identification of the submittal. C. Disposition of shop drawings shall not relieve this Contractor from the responsibility for deviations from any drawings or specifications,unless he has submitted in writing a letter itemizing or calling attention to such deviations at time of submission and secured written approval from the Owner and Engineer,nor FIRE PROTECTION 15300.7 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts shall such disposition of shop drawings relieve this Contractor from responsibility for error in shop drawings or schedules. D. Shop drawings shall include,but shall not be limited to,all materials and equipment that are a part of the installation of the fire pump and fire protection water supply systems. 1.16 COORDINATION OF WORK A. This Fire Protection Contractor shall give full cooperation to the Owner and the Contractors of other trades,and shall furnish all information necessary to permit the fire protection work,as well as the work of all trades to be installed satisfactorily, in accordance with applicable codes, and with least possible interference or delay. B. In areas where conflicts may occur,when so directed by the Owner or Engineer, this Fire Protection Contractor shall prepare composite drawings at a suitable scale,not less than 1/4"= 1'0"clearly showing how his work is to be installed in relation to the work of other trades. C. Piping and other Fire Protection equipment shall not be installed in congested and possible problem areas by this Contractor without first coordinating the installation of same with other trades and the Owner. This Fire Protection Contractor,at his own expense,shall relocate all uncoordinated piping and other Fire Protection equipment installed should they interfere with the proper access to,and mounting of,electrical equipment,HVAC equipment,hung ceilings,and other structural finish to be installed by other trades or the Owner. D. This Contractor shall coordinate with the Owner the elevations of all piping and equipment in hung ceilings before said equipment is installed. Conflicts in mounting heights and clearances above hung ceilings with recessed lighting fixtures,duct boxes,etc.shall be brought to the attention of the Owner and Engineer for a decision as to appropriate direction,before the piping and equipment are installed. E. In areas where,due to construction conditions,more than one trade is required to use common openings in beams,chases,shafts,and sleeves for the passage of conduits,raceways,piping,ductwork,and other materials, this Fire Protection Contractor must plan and locate the positions of equipment to be furnished under this Section so that all items including the materials and equipment of other trades may be accommodated within the space available. Location and positioning shall be performed prior to installation of same,and to the satisfaction of the Owner and Engineer. 1.17 COORDINATION DRAWINGS A. Before materials are purchased,fabricated or work is begun,each Contractor shall prepare and obtain approval of coordination drawings and sections for Basement Mechanical room, and all other areas where conflicts might occur,and as required by Owner. The result shall be(1)set of all-affected-Trade- composite drawings,at'/z"= F-0"scale for the Mechanical Room and Fire Pump Room,and = F-0" elsewhere,showing the size and location of all equipment,in the manner described herein.Owner's and Engineer's approval of coordination drawings must be obtained prior to any fabrication or installation of any equipment or systems. B. The coordination drawings shall be generated from a computer CAD program compatible with AutoCAD Release 2002, in (DWG) format. The Fire Protection Contractor shall take the lead, supervise, and coordinate production of coordinated layout drawings, to show and coordinate all equipment,piping, etc., and circulate the drawings to any of his Subcontractors and any other affected Trades (HVAC,Fire Protection,Electrical),so that they can indicate all their work as directed by the Owner and Engineer and as required,to result in a fully coordinated installation. FIRE PROTECTION 15300.8 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts C. The Fire Protection Contractor shall be responsible for coordinating the AutoCAD as-built drawings, including,but not limited to,the drawing lists,layering system,producing copies of the drawings for the Owner and Engineer as directed,etc. D. All costs associated with all aspects of coordination drawings, regardless as to how long they take to produce and how many times they have to be redrawn,shall be borne by the Fire Protection Contractor. 1.18 RECORD DRAWINGS A. The Fire Protection Contractor shall maintain current at the site a set of his drawings on which he shall accurately show the actual installation of all work provided under his Contract indicating any variation from the Contract Drawings, in accordance with the Fire Protection Specifications and Owner's requirements.Changes whether resulting from formal change orders or other instructions issued by the Owner or Engineer shall be recorded. Include changes in sizes, location and dimensions of piping, equipment,etc. B. Utilizing the coordination drawings described herein before, the Fire Protection Contractor shall modify/correct/edit the Fire Protection work on the above CAD coordination drawings, to obtain a "CAD"set of Record Drawings. C. A marked-up and colored-up set of prints on-site will be used as a guide for determining the progress of the work installed,and for periodic inspection by the Engineer's and Owner's representatives,and they shall be corrected if found either inaccurate or incomplete.This procedure is mandatory. D. Coordination drawings are for the Contractor's, Engineer's, and Owner's use during construction and shall not be construed as replacing any shop drawings.The CAD coordination drawings,when corrected for actual"as-built"conditions,will be reviewed by the Engineer,corrected and will be used to formulate the Record Drawings to be submitted to the Owner for his use. E. The Fire Protection Contractor shall submit a set of CAD files on disc marked "as-built". All costs associated with the production and reproduction of the CAD files shall be included under the Fire Protection bid for work under the Fire Protection contracts. 1.19 JURISDICTIONAL DISPUTES A. It shall be the responsibility of this Subcontractor to pay all costs for subletting any work that may be required to perform any of the work shown on the Fire Protection Contract drawings or specified herein in order to avoid work stoppages due to jurisdictional disputes. The basis for subletting work in question, if any, shall conform with precedent agreements and decisions of record as listed in the Building and Construction Trades Department Manual of the latest date including any amendments or additions thereto. 1.20 WORKMANSHIP A. The entire work provided in this Specification shall be constructed and finished in every respect in a workmanlike and substantial manner. It is not possible that the drawings shall show every pipe,fitting, and appurtenance,but the Fire Protection Contractor shall furnish and install all such parts as may be necessary to complete the systems in accordance with the best trade practice and to the satisfaction of the Engineer and Owner. B. Keep other separate contractors fully informed as to the shape, size, and position of all openings and FIRE PROTECTION 15300-9 r CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts supports required for apparatus and give full information to the Owner and other separate contractors sufficiently in advance of the work so that all openings in supports may be built in advance. Furnish and install all sleeves,supports,etc.,hereinafter specified or required. C. In the case of failure on the part of separate Fire Protection contractor to give proper and timely information as noted above,cutting and patching which must be done shall be done by the Construction Manager at the expense of the Fire Protection Contractor. 1.21 CROSS AND INTERCONNECTIONS A. No fire protection equipment, device or piping shall be installed which will provide a cross or interconnection between a distributing supply or a drainage system or a soil or waste pipe which will permit or make possible the backflow of sewage,polluted water or waste into the domestic water supply system. 1.22 WATERPROOFING,FLASHING AND COUNTERFLASFUNG A. This Contractor shall provide all counterflashing and waterproofing of all piping and equipment provided by him, which pierce roofs, walls and other weather barrier surfaces. All work under this Section shall be coordinated with the Other Work Contractor. B. All work shall be performed in a workmanlike manner to ensure weatherproof installation.Any leaks developed due to this Contractor's work shall be repaired at his expense,to the Owner's and Engineer's satisfaction. 1.23 MISCELLANEOUS IRON AND STEEL A. This Contractor shall provide all steel supports and hangers as required to support all equipment, systems or materials provided under his Contract. B. All work shall be cut, assembled, welded and finished by skilled mechanics. Welds shall be ground smooth. Stands,brackets and framework shall be properly sized and strongly constructed. C. All shop and field fabricated iron and steel work shall be cleaned and dried and given(1)coat of rust inhibiting paint on all surfaces and in all openings and crevices. 1.24 ELECTRICAL WORK,MOTORS,MOTOR CONTROLLERS A. This Contractor shall provide control wiring to all equipment provided under this section.All control wiring shall be installed in conduits and in accordance with the respective equipment manufacturer requirements, State and Local Codes and the National Electrical Code. All connections shall be provided by this Contractor. All conduit and wiring provided by this Contractor shall be installed in accordance with the requirements of the Electrical Sections of these Specifications,and with applicable codes,standards,and manufacturer's specifications and recommendations. B. All electrical apparatus and controls furnished as a part of this Section shall conform to applicable requirements under Electrical Section. C. This Contractor shall provide the Electrical Contractor with all motor size and wiring requirements within (30) days from date of Contract to allow proper coordination of Trades by the other work Contractor. This Contractor shall verify with the Electrical Contractor available electrical characteristics before ordering any equipment or motors. FIRE PROTECTION 15300-10 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts 1.25 IDENTIFICATION OF MATERIALS A. All equipment used in this systems shall have a permanently attached nameplate identifying the manufacturer,service,size,serial number or model number,etc.The nameplates shall be kept clean and readable at all times. B. Each item of equipment such as pumps, air compressors, etc., shall be identified by a permanently attached nameplate made of black surface,white core laminated bakelite with 1"high indented letters. Nameplates shall be minimum 5" long by 3"wide and bear the equipment name as designated in the specifications.Nameplates shall be as fabricated by Seton Nameplate Co.,Atlantic Engraving Co.,W.H. Brady Co.,or approved equal.Attach with screws or rivets only. 1.26 VALVE TAGS,NAMEPLATES AND CHARTS A. All valves on pipes of every description shall be provided with neat circular brass valve tags of at least 1 '/2"in diameter,attached with brass hook to each valve stem or handle as determined by Owner. Tags shall be provided by this Contractor for the work under his charge.Stamp on these valve tags,in letters as large as practical, the number of the valve and the service. The numbers of each service shall be consecutive. Obtain approval of Owner prior to installation. B. These numbers shall correspond to numbers indicated for valves on the Record Drawings and on (2)printed detailed lists.These printed lists shall state the numbers and locations of each valve and the equipment or system which it controls and other necessary information such as requiring the opening or closing of another valve or valves when any one valve is to be opened and closed.These printed lists shall be prepared in form to meet approval of the Owner and shall be framed under glass.Provide valve lists in booklet form also and submit(2)copies to the Owner and(2)copies to the Engineer. C. This Contractor shall provide for his work all valve charts including his name and telephone number; date of chart;name and telephone number of Engineering Firm and the Owner's representative. 1.27 MANUFACTURER'S REPRESENTATIVE A. This Contractor shall provide,at appropriate time or as directed by the Engineer,the on-site services of a competent factory trained engineer,technician or authorized representative of particular manufacturer of equipment,components,etc.,provided under this Contract,to instruct the Owner,inspect,adjust and place in proper operating condition any item provided by him, as applicable.As a minimum, system start-up/commissioning shall start 90 days prior to scheduled building occupancy. B. This Contractor shall commission and set in operating condition all major equipment and systems,such as the dry pipe alarm valve,etc.,in the presence of the equipment manufacturer's representatives, as applicable,and the Owner and Engineer's representatives.In no case will major systems and equipment be commissioned by any of the Contractor's forces alone, without the assistance or presence of the equipment manufacturer representative. C. A written report shall be issued by the particular equipment manufacturer and this Contractor summarizing the results of the commissioning and performance of each system for the Owner's and Engineer's record.No additional compensation will be allowed for any Contractor for such services. 1.28 CONNECTIONS TO EQUIPMENT FIRE PROTECTION 15300-11 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts A. This Contractor shall provide all pipe connections to equipment provided under other Sections of the specifications as indicted in the Contract Documents and as herein specified,including final connections to equipment, to result in a complete system, fully operational. This Contractor shall also make connections to Owner-furnished, -relocated, or existing equipment as may be required. Coordinate location of all equipment and connections with Owner,Engineer and Other Work Contractor(s).Obtain installation diagrams and methods of installation of all equipment, from manufacturers. Follow instructions strictly. If additional information is required, and can not be otherwise obtained, notify Owner and Engineer for further direction. B. No connections shall be made to any underground piping until flushing and testing of that system has been performed in accordance with NFPA 24,and the certificates required by that document have been submitted to the Owner and Engineer for review. 1.29 HOISTING EQUIPMENT AND MACHINERY A. All hoisting equipment and machinery required for the proper and expeditious prosecution and progress of the work under this Contract shall be furnished,installed,operated and maintained in safe condition by this Contractor for his material and/or equipment.All costs for hoisting operating services shall be borne by this for all equipment and work under his charge. 1.30 STAGING A. All staging, exterior and interior for work shall be furnished and erected by this Contractor and maintained in safe condition by him for proper execution of his work. 1.31 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS A. This Subcontractor shall thoroughly instruct the Owner's designated operating personnel,to the complete satisfaction of the Owner and Engineer, in the proper operation and maintenance of all systems and equipment provided by him.This Subcontractor shall make coordinate with the Owner as to whom the instructions are to be given in the operation of the basic and auxiliary systems,and the periods of time in which they are to be given. The Owner and Engineer shall be completely satisfied that the Owner's representative has been thoroughly and completely instructed in the proper operation of all systems and equipment before final payment is made.If the Owner and/or Engineer determines that complete and thorough instructions have not been given by this Subcontractor to the Owner's representative,then this Subcontractor shall be directed by the Owner and/or Engineer to provide whatever instructions are necessary until the intent of this paragraph of the specification has been complied with.All time required for Owner's instruction to satisfy the above requirements shall be included in this Contract. No extra compensation for such instructions will be allowed. B. Furnish operating and maintenance manuals prior to instructions,and forward same to the Owner and Engineer. C. This Contractor shall give detailed instructions for a period of not less than 2 calendar days, straight time, to the responsible personnel designated by the Owner in the operation and maintenance of all systems and equipment furnished under this Contract. A letter with five copies containing the name of the person or persons to whom the instructions were given and the dates of instruction period shall be submitted to the Owner and Engineer.Start-up and testing of all equipment supplied by this Contractor shall be performed by authorized factory representatives supplying equipment. A 2-week prior notification of this work must be given to the Owner and Engineer. D. Upon completion of instructions this Subcontractor shall provide step by step typed procedures to test FIRE PROTECTION 15300-12 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts and operate each piece of equipment including detailed cross referenced drawings to procedure outlined so that all equipment may be tested,shut down,turned on or bypassed by the Owner's representative. E. This Subcontractor shall submit to the Engineer for approval,a total of four(4)typed sets,bound neatly in 3-ring loose-leaf binders,of all instructions for the installation,operation,care and maintenance of all equipment and systems. Information shall indicate possible problems with equipment and suggested corrective action.The manuals shall be indexed for each type of equipment.Each section such as valves, water heaters,spare parts lists,drawings,manufacturer's bulletins,etc.shall be clearly divided from the other sections.A sub-index for each section shall also be provided.The methodology of setting-up the manuals shall be submitted to the Engineer and Owner for approval prior rior to final submission of manuals. This information must be submitted to the Owner when systems are approximately 90% complete to allow for proper review prior to final instruction. F. Provide name,address,and telephone numbers of manufacturer's representative and service company for each piece of equipment so that service parts can be readily obtained. 1.32 GUARANTEE A. Comply with all provisions of any contractual requirements of the Owner regarding guarantees and warranties for work under this Contract. B. Manufacturers shall provide their standard guarantees for work under this Section. However such guarantees shall be in addition to and not in lieu of all other liabilities which the manufacturer and contractor may have by law or by other provisions of the Contract Documents. C. All materials,items of equipment,and workmanship furnished under this Section shall carry the standard warranty against all defects in material and workmanship, or design which may develop shall be made good,forthwith,by and at the expense of the Fire Protection Contractor,including all other damage done to areas,materials,and other systems resulting from this failure. D. This Fire Protection Contractor shall guarantee that all elements of the systems are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicated. E. Upon receipt of notice from the Owner of failure of any part of the systems or equipment during the guarantee period,the affected part or parts shall be replaced by this Fire Protection Contractor at Fire Protection Contractor's expense. F. Furnish,before the final payment is made, a written guarantee covering the above requirements. 1.33 DESIGN CRITERIA A. The fire pump and fire protection water supply systems and all components,piping,valves,devices and all associated appurtenances shall be designed, provided and installed in accordance with NFPA 13, NFPA 14,NFPA 20,NFPA 24,The Massachusetts State Building Code,Sixth Edition,780 CMR and any requirements of the Town of Barnstable and/or the owner and its Insurer. This Contractor shall submit shop drawings, calculations and other documentation to the Owner's Insurance Company for review and obtain their approval prior to the start of any work. B. This work is partially shown on the FP drawings. Each bidder for work under this Section of the specifications shall establish for himself, the exact quantity of materials and other equipment that is required for the project in order to provide an approved fire pump and water supply system as required by the Contract Documents.Any materials and/or equipment required in additional to what is shown FIRE PROTECTION 15300. 13 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts and/or specified,shall be provided as part of this Contract,as required,to satisfy the requirements of the Contract. C. The water flow characteristics specified herein are provided for information only.- Water Flow Test Data: a. Test Date: 7/22/03, 8:45 A.M. b. Static Pressure: 74 PSIG. C. Residual Pressure: 72 PSIG. d. Flow Rate: 1050 GPM at 72 PSIG. e. Location: Flow Hydrant: No.320 on Independence Drive. Gauge Hydrant: No.344 on Independence Drive. (Hydrant Nos.refer to designations by Barnstable Water Dept.) f. Test performed by: A.B. Canco, 350 Main Street, West Yarmouth, Massachusetts 02673 D. This Contractor shall make all necessary field measurements for proper design of this system. FIRE PROTECTION 15300. 14 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts PART 2-MATERIALS 2.01 PIPE AND FITTINGS-INTERIOR A. Piping shall meet applicable ANSI or ASTM standards requirements and shall have manufacturer's name and standard marked on each length. Unless specified otherwise below, joints shall meet applicable ANSI and ASTM standards requirements. Where ANSI and ASTM standard does not exist, joints and fittings shall bear UL listing and FM approval symbols. B. Underground fire protection service piping shall be ductile-iron thickness class 52,ANSI A21-51 with cement-motar lining per ANSI A21.4. Fittings shall be ductile-iron 250 psi rating per ANSI A21.10 with cement-motar lining per ANSI A21.4. Pipe Joints shall be push-on ANSI A21.11 with retainer glands and thrust blocks as required. All materials and installation shall conform to NFPA 24 and FM 3-10 as a minimum. C. Piping for interior use, 2 1/2" in size and larger, may be Schedule 40 and/or Schedule 10 galvanized steel. Piping for interior use,2"and smaller in size,shall be Schedule 40 galvanized steel. D. Piping for use with grooved end fittings shall be roll grooved without metal removal or as per manufacture requirements. E. Fittings for grooved end steel pipe shall be cast of ductile iron conforming to ASTM A-536 or malleable iron conforming to ASTM A-47, or forged steel conforming to ASTM A-234 (A-106, Gr. B), with grooved or shouldered ends for direct connection into grooved piping systems with steel pipe and shall be UL listed and FM approved. F. Standard black,or galvanized cast iron screwed fittings shall be used on piping 2"and smaller and may be used on larger sizes. G. All grooved couplings,fittings and mechanical tee branch fittings shall be Victaulic or equal. H. All pipe,fittings,valves,devices and associated appurtenances shall be rated for pressures that may be developed. I. Bushings shall not be permitted where fittings of required sizes are manufactured. Care shall be taken in the design of this work to avoid piping arrangements that would require bushings. J. All close and shoulder nipples shall be of corresponding materials as the pipe and shall be extra heavy pattern. K Pipe and fittings on drain discharge piping penetrating the building envelope are to be galvanized steel. L. Branch outlet fittings shall be UL listed and FM approved, and rated for 500 psi(MWP)on piping 3" and larger, and 300 psi (MWP)on piping under 3"in size and shall be of one manufacture Victaulic, Gruvlok or equal and shall be: 1. Mechanical tee branch,hole-cut type connections,with locating collar engaging into hole,with standard pressure responsive gaskets and black nuts and bolts;or 2. Outlet couplings, construction as hereinafter specified for couplings,with outlets grooved or threaded outlet ends with standard pressure responsive gaskets and black bolts and nuts. FIRE PROTECTION 15300-15 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts 3. Strap,snap and/or one bolt outlet fittings shall not be used in this project. M. Unless specified otherwise herein,all fittings shall be in accordance with NFPA standards and subject to approval by the Engineer. All fittings are to be UL listed and FM approved. N. Piping and fittings may be joined by mechanical grooved couplings. Grooved couplings shall be cast of ductile iron conforming to ASTM A-536 or malleable iron conforming to ASTM A-47,with bolts/nuts conforming to ASTM A-183 or ASTM A-449. Standard gaskets to be used for systems under operating conditions within the range -30'through +250°F for wet fire protection sprinkler service. Dry pipe system to be provided with"flush seal'type gaskets. All grooved couplings shall be 300 psi(MWP)as a minimum. 2.02 VALVES-INTERIOR A. All valves shall be UL listed and FM approved similar to MUELLER,NIBCO,or approved equal. B. Shut-off and/or control valves shall be: I 1. Outside screw and yoke valve. Cast iron body,bronze mounted,flanged ends,solid wedge,175 1/z" in size and up. All bronze, 175 psi, solid wedge, threaded ends, 2" and under in size psi, 2 both to be electrically supervised,or 2. Bronze supervised slow close butterfly valve,threaded ends,stainless steel disc and stem,built- in supervisory switch,slow-close operator,up to 21/z"in size, 175 psi,or 3. Butterfly type indicating valves, ductile iron body, bronze disc, rubber seat, 175 psi, gear operator,with built-in supervisory switch. Wafer body style is not acceptable. C. Check valves shall be: 1. Iron body,bronze mounted swing check with flanged ends, 175 psi,2'/z"in size up to 8"size;or 2. Iron body,spring actuated,wafer check,250 psi,sizes 4"through 8';or 3. Grooved end,iron body,spring activated,250 psi,sizes 21/z"through 6". 4. All check valves up to 2"in size shall be all bronze with screwed ends. D. Trim Valves: (for use on inspectors test set ups,alarm check valves,dry pipe valves,etc.) 1. Gate valves-all bronze,175 psi,solid wedge,outside screw and yoke,rising stem,screwed ends. 2. Ball valves-all bronze,400 lb.WWI`,screwed ends. 3. Globe valves-all bronze,200 lb.WWP,screwed ends. 4. Check valves-all bronze swing check,rubber disc,200 lb.WWP,screwed ends. E. All valves that are installed as a part of this specification shall be provided with pressure ratings suitable for their intended service. 2.03 HANGERS AND SUPPORTS A. Hangers shall be approved adjustable clip up to 2" and clevis pattern for sizes 2 1/2" and above and supported from the building structure by approved type clamps and supports. Spacing and hanger rod size shall be as outlined in NFPA Standards. All hanger components shall meet ASTM B633,SC1 or SC3 as a minimum for corrosion resistance. r FIRE PROTECTION 15300-16 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts B. Piping at all equipment and control valves shall be supported to prevent strains or distortions in the hangers, connected equipment and control valves. Piping at equipment shall be supported to allow for removal of equipment,valves and accessories with a minimum of dismantling and without requiring additional support after these items are .remove pp d C. "C"clamps for hangers on pipes will not be permitted unless installed with safety straps and lock nuts. D. Protection of piping from earthquakes (seismic activity) shall be in accordance with 780CMR, the Massachusetts State Building Code and applicable NFPA requirements. E. This Contractor shall provide any and all miscellaneous iron and/or steel supports and hangers required to support all Fire Protection equipment,systems and materials provided under this Contract. 2.04 PIPE SLEEVES,PLATES AND ESCUTCHEONS,FIRESTOPPING AND SMOKEPROOFING A. Where pipes pass through walls, floors and/or foundations, this Contractor shall provide and set individual sleeves for each pipe and all other work under his charge,as necessary for passage of all pipes. Sleeves shall be of sufficient size to provide 1/i'air space around the pipe passing through. All openings shall be sealed,fireproofed,smokeproofed and made tight.This Contractor shall be responsible for the exact location of sleeves provided under this Contract and shall coordinate all requirements for piping sleeves. B. This Contractor, for work under his charge, shall determine the required inside diameter of each individual wall opening or sleeve before ordering, fabrication or installation, and he shall prepare sleeving and opening draining for the use of these drawings by the other work contractor. C. Provide chrome-plated brass escutcheons with set screw for exposed piping, in all areas except in mechanical rooms. In these areas use plain brass or cast iron escutcheons suitable for painting. All escutcheons shall be sized to fit the bare pipe in a snug and neat manner.They shall be of sufficient size to cover sleeved openings for the pipes and of sufficient depth to cover sleeves projecting above floors. Escutcheons shall be as manufactured by Beaton&Caldwell,Dearborn Brass or Grinnell. D. Pipe sleeves shall be made of Schedule 40 galvanized pipe. E. Pipe sleeves shall be set as follows: 1. Set sleeves 3" above finish floor and flush on each side of walls, except sleeves through floor occurring in walls and partitions shall terminate 1"above the finished floor. 2. Sleeves shall be set securely in place before concrete is poured. F. Except as otherwise specified herein,underground piping passing through exterior walls,foundations, slabs on grade, or manhole walls, shall have penetration closures of the modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and wall opening.Links shall be loosely assembled with bolts to form a continuous belt around the pipe and with a pressure plate under each bolt head and nut.After the seal assembly is positioned in the sleeve, tightening of the bolts shall cause the rubber sealing elements to expand and provide an absolutely watertight seal between the pipe and wall,reducing chances of cathodic reaction between these members.This Contractor for work under his charge shall determine the required inside diameter FIRE PROTECTION 15300-17 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts of each individual wall opening or sleeve before ordering,fabrication or installation.The inside diameter of the wall opening shall be sized to fit the pipe and ensure a watertight joint.Where applicable,when installing seals,take into account the pipe O.D.if non-standard due to coating or jacketing. 2.05 SIGNALING DEVICES&ALARMS A. Valve monitor switches, water flow switches,water pressure alarm, low water supply pressure, low temperature,pump condition,pump house condition and any other required switches and alarms shall be furnished and installed by this Contractor,but wired by the Electrical Contractor. All switches and alarms are to be UL Listed and FM approved. 1. Electrical supervisory switches,or"tamper switches",shall be Potter,Notifier or approved equal with two sets of double throw,single pole contacts. 2. Water flow alarm devices shall be Potter,Notifier,or approved equal,Vane type,with two sets of double throw,single pole contacts and with 60 second time delay mechanism. 3. Low pressure supervisory switches shall be Potter,Notifier or approved equal with two sets of double throw,single pole contacts with adequate pressure differential to prevent false operation. Provide switches as required by the Owner or Local Authorities if requirements are other than those specified. 4. Electric alarm bell for weatherproof operation shall be 6"Potter,Notifier or Approved Equal. B. This Contractor shall prepare a typewritten list of all equipment to which the Electrical Contractor shall make connections. This list shall include all electrical characteristics of each piece of equipment. This is to be done to insure items that This Contractor is to provide are compatible with the building electrical requirements. Submit this list to the Engineer and Electrical Contractor prior to purchasing any of this equipment. C. This Contractor is to confirm that all switches provide are compatible with the building electrical and fire alarm requirements. 2.06 SPRINKLER HEADS AND CABINETS A. All sprinkler heads shall be listed by Underwriters'Laboratories,Inc.,and approved by Factory Mutual. All heads shall be manufactured by a single manufacturer. Heads shall be of the latest design spray type suitable and approved for the position in which they are installed. B. Sprinkler heads shall be provided and installed to conform with manufacturer's listing. C. All heads within 7-6"of the floor in mechanical areas shall have sprinkler guards. D. In areas with suspended ceiling tile finishes,all sprinkler heads shall be installed in the center of ceiling tiles, in both directions, and must be completely coordinated with final reflected ceiling plans and locations to arrive at a suitable pattern consistent with appropriate sprinkler head coverage. E. Any increase in number of heads and related piping beyond that shown on fire protection drawings, based on architectural reflected ceiling plans,shall be provided by this Subcontractor at no additional cost. FIRE PROTECTION 15300-18 f - CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts F. Provide additional upright or pendent sprinkler heads,at no additional cost,as necessary to coordinate with major ductwork, piping racks, structural elements, architectural features and any other obstructions to upper ceiling sprinkler actuation or water flow discharge. PF g P e.g G. In addition to the sprinkler heads actually required, furnish spare heads of each type and of each temperature rating used quantity to be as required by NFPA 13. Heads shall be placed in a baked enamel steel cabinet mounted as directed by the Architect. Cabinet shall contain two (2) socket wrenches and shall be of adequate size to hold required head quantity,but not less than six(6). H. Heads shall have ordinary degree temperature ratings, except in areas subject to abnormal heating conditions,where sprinkler heads shall have temperature ratings according to NFPA 13 criteria. I. Refer to drawings for exact sprinkler head specifications. 2.07 DRY PIPE SPRINKLER SYSTEM A. Dry pipe alarm valve shall be UL Listed and FM approved for a dry pipe sprinkler system,complete with drain valve, priming water valve, ball drip valve, alarm test valve, priming chamber, fill line attachment, pressure gauges and air control valve assembly. Dry pipe alarm valve shall be Reliable Model D or approved equal. FIRE PROTECTION 15300-19 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts B. To maintain air pressure in the dry pipe system,furnish and install a UL listed air compressor with a pressure maintenance device with pressure switch and starter to operate compressor automatically. Compressor shall be sized as required for system in accordance with NFPA#13 and shall be Reliable Model A or approved equal. Pressure maintenance device shall be Reliable Model B-1 or approved equal. Air shall be maintained by a single air compressor and tank. C. If it is required to accelerate operation of the dry valve,furnish and install Reliable Model B or approved equal accelerator with integral anti-flooding device. D. Valve trim shall include Reliable pressure activated electric alarm switch and low and high air pressure alarm switch. Maximum and minimum system air pressures shall be determined according to alarm valve manufacturer's specifications and in accordance with NFPA 13. Air pressure shall be in"high air pressure alarm condition when in excess of 5 psi above maximum air pressure carried in the dry sprinkler system. Air pressure shall be in "low air pressure" alarm condition when less than manufacturer's specifications or less than 20 psi in excess of dry pipe valve trip pressure based on the highest normal water pressure of the system supply. FIRE PROTECTION 15300-20 CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts PART 3 -EXECUTION 3.01 TESTING AND INSPECTION A. This Contractor shall obtain and pay for all the inspection and tests required for this Section of the work. Defects discovered in work,materials and/or equipment shall be replaced at no cost to the Owner,and the inspection and test shall be repeated. When work is completed,this Contractor shall furnish a Certificate of Inspection and Approval to the Engineer and Owner for review before final payment of the Contract will be allowed. B. All new piping shall be tested to a hydrostatic test of 200 PSIG for two(2)hours in accordance with NFPA as a minimum testing requirement. All existing piping shall be tested as outlined in NFPA#13 and NFPA #24 as the minimum. C. Furnish to the Owner and the Engineer completely executed test certificates with signatures of those required to witness testing. Test certificate forms shall follow NFPA formats as a minimum requirement. D. All electrical devices,controls and fire alarm connections are to be tested and adjusted in conjunction with the Electrical and Fire Alarm Contractors. Testing or re-testing and adjustment of any electrical,control and/or fire alarm devices shall be at no additional cost to the Owner.Testing and adjustment shall be as required until these devices are performing as an integral part of the total fire protection and fire alarm system and have been accepted by the Owner and all other Authorities Having Jurisdiction. 3.02 SIGNS A. Signs and nameplates in accordance with Local requirements and NFPA standards,at the minimum,shall be provided as required. 3.03 MANUFACTURER'S REPRESENTATIVE AND COMMISSIONING OF SYSTEMS A. This Contractor shall provide, at the appropriate time or as directed by the Owner and Engineer, the on-site services of competent factory trained Engineers and/or authorized representatives of a manufacturer major items such as the fire pump,to instruct the Owner,inspect,adjust,test and place in proper operating condition any item provided as a part of this specification. B. This Contractor shall commission and set in operating condition all major equipment and systems,in the presence of the equipment manufacturer's representatives and representatives of the Owner and the Engineer. Contractor shall provide a minimum 2-week prior notice of scheduled commissioning date(s) to Owner and Engineer. In no case will major systems and equipment be commissioned by any of this Contractor's forces alone,without the assistance or presence of the equipment manufacturers. C. A written report shall be issued by the particular equipment manufacturer and this Contractor summarizing the results of the commissioning and performance of the new fire pump system for the Owner's and Engineer's record. No additional compensation will be allowed for any additional Subcontractors required for such services. 3.04 INSPECTION SERVICE A. After completion of this work and at start of the guarantee period, this Contractor shall execute the National Automatic Sprinkler and Fire Control Association,Inc.Standard Form of Inspection Agreement FIRE PROTECTION 15300.21 I► _ CAPE COD POTATO CHIP FACTORY August 25,2003 NEW METAL BUILDING ADDITION 88 Breeds Hill Road,Barnstable,Massachusetts without charge to the Owner, calling for 4 inspections of the dry pipe alarm valve and fire protection systems during the guarantee period. During the period,inspections shall be made as per the Inspection Agreement plus the following maintenance shall be performed on the last inspection: 1. Operation of dry pipe alarm valve and all control valves 2. Lubrication of stems of all control valves,hydrants and underground gate valves. 3. Operation of all alarms B. The standard form,"Report of Inspection"shall be filled out in triplicate after each inspection and copies sent to the Owner. C. All inspections and maintenance shall be in accordance with applicable NFPA Standards,including NFPA #25,as a minimum. Requirements of Owner's Insurer and other Authorities Having Jurisdictions are also a part of this service. -END OF SECTION- FIRE PROTECTION 15300.22 1 I CAPE COD POTATO CHIP FACTORY 88 BREEDS HILL ROAD BARNSTABLE, MASSACHUSETTS NEW METAL BUILDING ADDITION FIRE PROTECTION SYSTEMS NARRATIVE AND HYDRAULIC CALCULATIONS IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION 780 CMR, SECTION 903 AUGUST 25,2003 Robert W. Sullivan, Inc. Consulting Engineers Union Wharf Condominium Building 343 Commercial Street, Unit 302 Boston, Massachusetts 02109 (617) 523-8227 (Fax) 523-8016 www.rwsullivan.com PAGE 1 OF 4 The following is provided to the Town of Barnstable Fire Department in order to satisfy the requirements of 780 CMR, The Massachusetts State Building Code, 6`h Edition, sections 903.1.1 (la), (1b) and (1c): NARRATIVE DESCRIBING THE BASIS (METHODOLOGY) OF DESIGN FOR THE PROTECTION OF THE OCCUPANCY AND HAZARDS FOR COMPLIANCE WITH 780 CMR AND APPLICABLE NFPA STANDARDS (780 CMR section 903.1.1 item La.) ) • The Cape Cod Potato Chip Factory is fully protected with an existing wet automatic fire sprinkler system. Sprinkler water is distributed to the loading dock and oil processing room via an existing wet sprinkler main which connects to the new dry alarm valve before entering the new areas to be protected. The system is supplied directly by the incoming 8-INCH fire protection water service main connected to the 8-INCH municipal water main in Independence Drive. There is no fire pump. A single 4-INCH stortz fire department pumper inlet connection is located in the rear of the building. • The project scope involves connecting to the existing sprinkler system to provide automatic sprinkler protection for the loading dock and oil processing room. Since the loading dock is unheated and the oil processing room is located on the other side of the loading dock, the additional sprinkler system must be a dry system. The dry alarm valve will be located at the existing heated tank room near the loading dock door along the wall. • Refer to drawings and hydraulic calculations. • All electrical and fire alarm system modifications to accommodate the new work in this project scope, will be provided by an electrical contractor, working directly for the Owner, on a design-build basis. PAGE 2 OF 4 1 I NARRATIVE DESCRIBING THE SEQUENCE OF OPERATION FOR FIRE PROTECTION SYSTEMS (780 CMR section 903.1.1 item Lb.) • Fire Sprinkler System: • The occurrence of fire or any another source of heat generated in a sufficient amount to fuse heat sensitive elements at individual fire sprinklers or a break at any point within the fire sprinkler system or any other situation that would create a water flow within the fire sprinkler piping system equal to the water flow from one fire sprinkler will cause the existing utility room water flow switch to activate. • When electrical contacts within the water flow switch activate, an alarm signal is sent to the existing Fire Alarm Control Panel. This will cause the Fire Alarm Control Panel to acknowledge an alarm condition and the Fire Alarm system will respond accordingly. PAGE 3 OF 4 NARRATIVE DESCRIBING THE TESTING CRITERIA TO BE USED FOR FINAL SYSTEM ACCEPTANCE (780 CMR section 903.1.1 item LO: • Fire Sprinkler System: • Final system acceptance requirements for the fire sprinkler system will be as required by applicable sections of Chapter 8 of NFPA #13 (1996), and the Barnstable Fire Department. • The building fire sprinkler system will be hydrostatically tested in accordance with NFPA #13. • The building owner's facility management staff will maintain the fire sprinkler system in accordance with NFPA #25, Standard for the Inspection, Testingand Maintenance o Water Based Fire Protection f Systems. • Fire Alarm System: The Owner shall direct its electrical contractor as follows: Final system acceptance requirements for the fire alarm system shall be in accordance with The Massachusetts State Building Code, Sixth Edition, 780 CMR, Chapter 9 "Fire Protection Systems"; applicable NFPA standards; and the Barnstable Fire Department. J:\7462-00\REPORTS\FPNARRATIV-E.doc PAGE 4 OF 4 ROBERT W. SULLIVAN, INC. 302 UNION WHARF BOSTON, MA 02109 HYDRAULIC CALCULATIONS FOR CAPE COD POTATO CHIP FACTORY LOADING DOCK FILE NUMBER: 7462-LOADING DOCK DATE: MAR 23, 2004 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 2 DENSITY: 0. 2 gpm/sq. ft. AREA OF APPLICATION: 2535 sq. ft. COVERAGE PER SPRINKLER: 105 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 25 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 664 . 2 gpm TOTAL WATER REQUIRED (including hose) : 914 .2 gpm FLOW AND PRESSURE (@ SOURCE) : 914 . 2 gpm @ 72 . 5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38030982 ) HRS SYSTEMS, INC. TUCKER, GA 30084 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK. SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 74 . 0 72 . 0 1050. 0 72 . 5 914 .2 41. 7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 914 . 2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 664 . 2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 67 . 0 SOURCE 41 . 7 664 . 2 10 67 . 0 - - - - 41 . 0 - - - 15 89. 0 - - - - 30. 3 - - - 20 89. 0 - - - - 24 . 3 - - - 25 89. 0 - - - - 23. 3 - - - 26 90. 0 - - - - 19. 1 - - - 27 90. 0 - - - - 19. 0 - - - 30 86. 0 - - - - 17 . 9 - - - 31 87 . 0 - - - - 16. 2 - - - 32 86. 0 - - - - 17 . 8 - - - 33 87 . 0 - - - - 16. 1 - - - 34 86. 0 - - - - 17 . 7 - - - 35 87 . 0 - - - - 16. 1 - - - 36 86. 0 - - - - 17 . 7 - - - 37 87 . 0 - - - - 15 . 7 - - - 130 87 . 0 K= 8 .20 14 . 0 30. 7 131 87 . 0 K= 8 . 20 10. 6 26. 7 132 87 . 0 K= 8 .20 8 . 8 24 . 3 133 87 . 0 K= 8 .20 7 . 6 22 . 6 134 87 . 0 K= 8 .20 7 . 3 22 . 1 135 87 . 0 K= 8 .20 16. 0 32 . 8 140 87 .0 K= 8 . 20 13 . 9 30 . 6 141 87 . 0 K= 8 .20 10 . 6 26. 7 142 87 . 0 K= 8 . 20 8 . 8 24 . 3 143 87 . 0 K= 8 . 20 7 . 6 22 . 6 144 87 . 0 K= 8 .20 7 . 2 22 . 0 145 87 . 0 K= 8 .20 15. 9 32 . 7 150 87 . 0 K= 8 . 20 13. 9 30 . 6 151 87 . 0 K= 8 .20 10. 6 26. 6 152 87 . 0 K= 8 .20 8 . 7 24 .2 153 87 . 0 K= 8 .20 7 . 5 22 . 5 154 87 . 0 K= 8 . 20 7 .2 22 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 155 87 .0 K= 8 . 20 15. 9 32 . 7 160 87 . 0 K= 8 . 20 13. 5 30 . 1 161 87 . 0 K= 8 . 20 10. 3 26. 3 162 87 . 0 K= 8 . 20 8 . 5 23 . 9 163 87 . 0 K= 8 . 20 7 . 3 22 .2 164 87 . 0 K= 8 . 20 7 . 0 21 .7 165 87 . 0 K= 8 .20 15. 0 31. 8 166 87 . 0 K= 8 .20 14 . 6 31. 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK. SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 664 . 2 6. 065 PL 12. 00 PF 0 . 7 1 67 . 0 SRCE 41. 7 (N/A) 7 . 4 120 FTG GA PE 0 . 0 10 67 . 0 0. 0 41 . 0 0. 0 0 . 016 TL 43. 00 PV Pipe: 2 664 . 2 6. 065 PL 30. 00 PF 1 . 2 10 67 . 0 0. 0 41. 0 0 . 0 7 . 4 120 FTG 3E PE -9 . 5 15 89. 0 0. 0 30.3 0. 0 0 . 016 TL 72 . 00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 15 89. 0 0. 0 30 . 3 0. 0 6. 0 psi, 664 . 2 gpm 20 89. 0 0. 0 24 . 3 0. 0 Pipe: 4 664 .2 6. 065 PL 45. 00 PF 1 . 0 20 89. 0 0 . 0 24 . 3 0. 0 7 . 4 120 FTG E PE 0 . 0 25 89. 0 0 . 0 23. 3 0. 0 0. 016 TL 59. 00 PV Pipe: 5 444 . 8 6. 065 PL 435. 00 PF 3. 9 25 89. 0 0. 0 23. 3 0. 0 4 . 9 120 FTG 4E PE -0 . 4 27 90 . 0 0. 0 19. 0 0. 0 0 . 008 TL 491. 00 PV Pipe: 6 219 . 4 4 . 026 PL 210. 00 PF 3 . 8 25 89. 0 0. 0 23. 3 0. 0 5. 5 120 FTG ET PE -0 . 4 26 90. 0 0 . 0 19. 1 0 . 0 0 . 016 TL 240. 00 PV Pipe: 7 219. 4 6. 065 PL 22 . 00 PF 0 . 1 26 90.0 0 .0 19. 1 0. 0 2 . 4 120 FTG 2E PE 0. 0 27 90 . 0 0. 0 19. 0 0. 0 0 . 002 TL 50 . 00 PV Pipe: 8 664 . 2 6. 065 PL 50. 00 PF 2 . 9 27 90. 0 0. 0 19. 0 0. 0 7 . 4 120 FTG 7ED PE 1 . 7 30 86. 0 0 . 0 17 . 9 0 . 0 0 . 016 TL 176. 00 PV Pipe: 9 504 . 9 6. 065 PL 8 . 75 PF 0 . 1 30 86. 0 0. 0 17 . 9 0 . 0 5 . 6 120 FTG ---- PE 0. 0 32 86. 0 0. 0 17 .8 0. 0 0 . 010 TL 8 . 75 PV Pipe: 10 346. 0 6. 065 PL 8 . 75 PF 0 . 0 32 86. 0 0 . 0 17 . 8 0 . 0 3 . 8 120 FTG ---- PE 0 . 0 34 86. 0 0. 0 17 . 7 0 . 0 0 . 005 TL 8 . 75 PV Pipe: 11 187 . 3 6. 065 PL 8 . 75 PF 0 . 0 34 86. 0 0. 0 17 . 7 0. 0 2 . 1 120 FTG ---- PE 0. 0 36 86. 0 0. 0 17 . 7 0 . 0 0 . 002 TL 8 . 75 PV Pipe: 12 159. 3 2 . 469 PL 1. 00 PF 1 . 2 30 86. 0 0. 0 17 . 9 0. 0 10 . 7 120 FTG T PE -0 . 4 31 87 . 0 0. 0 16.2 0 . 0 0 . 094 TL 13. 00 PV f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 126. 5 2 . 067 PL 5.25 PF 2 . 2 31 87 . 0 0. 0 16. 2 0. 0 12 . 1 120 FTG T PE 0. 0 130 87 .0 8 .2 14 . 0 30. 7 0 . 145 TL 15.25 PV Pipe: 14 95. 8 1 . 610 PL 11 . 50 PF 3. 4 130 87 . 0 8 .2 14 . 0 30. 7 15. 1 120 FTG ---- PE 0. 0 131 87 . 0 8 .2 10 . 6 26. 7 0 . 293 TL 11 . 50 PV Pipe: 15 69. 0 1. 610 PL 11.50 PF 1. 8 131 87 . 0 8 .2 10. 6 26. 7 10 . 9 120 FTG ---- PE 0. 0 132 87 . 0 8 .2 8 . 8 24 . 3 0 . 160 TL 11 . 50 PV Pipe: 16 44 .7 1. 490 PL 11 . 50 PF 1. 2 132 87 .0 8 . 2 8 . 8 24 . 3 8 .2 120 FTG ---- PE 0. 0 133 87. 0 8 . 2 7 . 6 22 . 6 0. 104 TL 11. 50 PV Pipe: 17 22 . 1 1. 480 PL 11. 50 PF 0 . 3 133 87 . 0 8 .2 7 . 6 22 . 6 4 . 1 120 FTG ---- PE 0. 0 134 87 . 0 8 .2 '7 . 3 22 . 1 0. 029 TL 11 . 50 PV Pipe: 18 32 . 8 2 . 067 PL 6.25 PF 0. 2 31 87 . 0 0. 0 16.2 0 . 0 3. 1 120 FTG T PE 0. 0 135 87 . 0 8 . 2 16. 0 32 . 8 0 . 012 TL 16.25 PV Pipe: 19 158 . 9 2 . 469 PL 1 . 00 PF 1. 2 32 86. 0 0 . 0 17 . 8 0 . 0 10 . 6 120 FTG T PE -0. 4 33 87 . 0 0. 0 16. 1 0 . 0 0. 093 TL 13 . 00 PV Pipe: 20 126.2 2 . 067 PL 5 .25 PF 2 . 2 33 87 .0 0. 0 16. 1 0 . 0 12 . 1 120 FTG T PE 0. 0 140 87 .0 8 . 2 13. 9 30 . 6 0. 144 TL 15.25 PV Pipe: 21 95. 5 1. 610 PL 11 .50 PF 3. 4 140 87 . 0 8 .2 13. 9 30. 6 15. 1 120 FTG ---- PE 0. 0 141 87 . 0 8 .2 10 . 6 26. 7 0. 292 TL 11.50 PV Pipe: 22 68 . 9 1. 610 PL 11.50 PF 1. 8 141 87 . 0 8 .2 10 . 6 26. 7 10. 9 120 FTG ---- PE 0 . 0 142 87 . 0 8 . 2 8 . 8 24 . 3 0. 159 TL 11 . 50 PV Pipe: 23 44 . 6 1. 490 PL 11 . 50 PF 1.2 142 87 . 0 8 .2 8 . 8 24 . 3 8 . 2 120 FTG ---- PE 0. 0 143 87. 0 8 .2 7 . 6 22 . 6 0. 104 TL 11. 50 PV Pipe: 24 22 . 0 1 . 480 PL 11 .50 PF 0. 3 143 87 . 0 8 .2 7 . 6 22 . 6 4 . 1 120 FTG ---- PE 0 . 0 144 87 . 0 8 . 2 7 . 2 22 . 0 0. 029 TL 11 . 50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 32 . 7 2 . 067 PL 6.25 PF 0. 2 33 87 . 0 0. 0 16. 1 0. 0 3 . 1 120 FTG T PE 0 . 0 145 87 . 0 8 . 2 15. 9 32 . 7 0. 012 TL 16.25 PV Pipe: 26 158 . 7 2 . 469 PL 1 . 00 PF 1 . 2 34 86. 0 0. 0 17 .7 0. 0 10. 6 120 FTG T PE -0 . 4 35 87 . 0 0. 0 16. 1 0. 0 0. 093 TL 13. 00 PV Pipe: 27 126. 0 2 . 067 PL 5 .25 PF 2 .2 35 87 . 0 0 . 0 16. 1 0. 0 12 . 0 120 FTG T PE 0 . 0 150 87 . 0 8 .2 13 . 9 30. 6 0. 144 TL 15.25 PV Pipe: 28 95. 4 1. 610 PL 11. 50 PF 3. 3 150 87 . 0 8 .2 13. 9 30. 6 15. 0 120 FTG ---- PE 0 . 0 151 87 . 0 8 .2 10. 6 26. 6 0 . 291 TL 11. 50 PV Pipe: 29 68 . 8 1. 610 PL 11. 50 PF 1. 8 151 87 . 0 8 .2 10. 6 26. 6 10 . 8 120 FTG ---- PE 0. 0 152 87 . 0 8 .2 8 . 7 24 . 2 0 . 159 TL 11. 50 PV Pipe: 30 44 . 5 1 . 490 PL 11. 50 PF 1. 2 152 87 . 0 8 . 2 8 . 7 24 . 2 8 . 2 120 FTG ---- PE 0 . 0 153 87 . 0 8 .2 7 . 5 22 . 5 0 . 104 TL 11. 50 PV Pipe: 31 22 . 0 1 . 480 PL 11. 50 PF 0. 3 153 87 . 0 8 .2 7 . 5 22 . 5 4 . 1 120 FTG ---- PE 0 . 0 154 87 . 0 8 .2 7 .2 22 . 0 0 . 029 TL 11. 50 PV Pipe: 32 32 . 7 2 . 067 PL 6. 25 PF 0 .2 35 87 . 0 0. 0 16. 1 0. 0 3. 1 120 FTG T PE 0. 0 155 87 . 0 8 . 2 15. 9 32 . 7 0 . 012 TL 16. 25 PV Pipe: 33 187 . 3 2 . 469 PL 1. 00 PF 1. 6 36 86. 0 0. 0 17 . 7 0 . 0 12 . 5 120 FTG T PE -0 . 4 37 87 . 0 0. 0 15. 7 0. 0 0 . 126 TL 13. 00 PV Pipe: 34 124 . 2 2 . 067 PL 5.25 PF 2 . 1 37 87 . 0 0. 0 15. 7 0 . 0 11 . 9 120 FTG T PE 0 . 0 160 87 . 0 8 .2 13 . 5 30. 1 0 . 140 TL 15. 25 PV Pipe: 35 94 . 0 1 . 610 PL 11. 50 PF 3. 3 160 87 . 0 8 .2 13. 5 30 . 1 14 . 8 120 FTG ---- PE 0. 0 161 87 . 0 8 . 2 10. 3 26. 3 0 .283 TL 11. 50 PV Pipe: 36 67 . 8 1. 610 PL 11. 50 PF 1 . 8 161 87 . 0 8 .2 10. 3 26. 3 10 . 7 120 FTG ---- PE 0 . 0 162 87 . 0 8 .2 8 . 5 23. 9 0 . 154 TL 11. 50 PV r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 43 . 9 1. 490 PL 11. 50 PF 1 .2 162 87 . 0 8 .2 8 . 5 23. 9 8 . 1 120 FTG ---- PE 0 . 0 163 87 . 0 8 .2 7 . 3 22 . 2 0. 101 TL 11. 50 PV Pipe: 38 21 . 7 1. 480 PL 11. 50 PF 0. 3 163 87 . 0 8 .2 7 . 3 22 . 2 4 . 0 120 FTG ---- PE 0 . 0 164 87 . 0 8 . 2 7 . 0 21 . 7 0. 028 TL 11. 50 PV Pipe: 39 63 . 1 2 . 067 PL 6.25 PF 0 . 7 37 87 . 0 0 . 0 15. 7 0. 0 6. 0 120 FTG T PE 0 . 0 165 87 . 0 8 . 2 15. 0 31. 8 0. 040 TL 16.25 PV Pipe: 40 31 . 3 1. 610 PL 11. 50 PF 0 . 4 165 87 . 0 8 .2 15. 0 31. 8 4 . 9 120 FTG ---- PE 0. 0 166 87 . 0 8 . 2 14 . 6 31. 3 0. 037 TL 11. 50 PV NOTES: (1) Calculations were performed by the HASS 7 . 5 computer program under license no. 38030982 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 . 004 gpm and a maximum imbalance at any node of 0 . 166 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15. 1 ft/sec at pipe 14 . (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 . 480 2 . 65 5. 31 1 . 33 5. 97 3. 98 0. 66 6. 64 6. 64 5. 31 1. 490 2 . 74 5. 49 1. 37 6. 17 4 . 11 0. 69 6. 86 6. 86 5. 49 i I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1. 610 4 . 00 8 . 00 2 . 00 9. 00 6. 00 1. 00 10. 00 10.00 8 . 00 2 . 067 5 . 00 10. 00 3.00 11 . 00 6. 00 1. 00 10. 00 10. 00 10 . 00 2 . 469 6. 00 12 . 00 4 . 00 14 . 00 7 . 00 1 . 00 10. 00 10. 00 12 . 00 4 . 026 10. 00 20. 00 6. 00 22 . 00 12. 00 2 . 00 20. 00 20. 00 20 . 00 6. 065 14 . 00 30.00 9 . 00 32 . 00 10. 00 3. 00 28 . 00 28 . 00 30. 00 C-4 d o b7 H L=J WATER SUPPLY ANALYSIS H 80. 0 Static: 74 . 00 psi Resid: 72. 00 psi Flow: 1050. 0 gpm y w r --- LTJ N 1 LEGEND 1 Available pressure 72.45 psi @ 914.2 gpm n N Required pressure 70. 0 2 \ 41.74 psi @ 914.2 gpm > O A. Source Supply Curve O n C) B. System Demand Curve G O UA 60. 0 U p b G E O x 50. 0 P x H R rd Un E 2 Urn S 40 . 0 / H i-3 LTJ 3 U x E 30. 0 rr� c o / r ( o n H Cn p 20. 0 s o Ld i 0 Cn F< n / cn 10. 0 � Cl) rn N I r 0 0. 0 B o H z c� d 0 n tv xw -14 . 7 U' m t7 400 600 800 1000 1200 1400 1600 1800 2000 1° FLOW (GPM) r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/23/2004 F: \TECH\FIRE\HASSJOBS\7462-LOADING_DOCK.SDF JOB TITLE: CAPE COD POTATO CHIP FACTORY - LOADING DOCK WATER SUPPLY CURVE 84+ I I I 77+ I I 0 * <-72 . 0 psi @ 1050 gpm 70+ Flow Test Point I I I 63+ I I I P 56+ R I E S S 49+ U R E I 42+ X ( i P s I 35+ I I I 28+ I I I 21+ I I 14+ LEGEND " I " X = Required Water Supply " I 41 . 74 psi @ 914 . 2 gpm " 7+ 0 = Available Water Supply " 72 . 45 psi @ 914 .2 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 'f n' Gale Associates, Inc. 163 Libbey Parkway I P.O. Box 890189 1 Weymouth, MA 02189-0004 P 781.335.6465 F 781.335.6467 www.gainc.com March 23, 2004 Mr. Tom Perry Town of Barnstable Building Department 200 Main Street Hyannis, MA 02601 Re: Cape Cod Potato Chip Factory Proposed Building Addition Site Plan Review Gale JN 710870 Dear Mr. Perry; Lance, Inc. has requested that we send you an updated package of the revised building design for the Cape Cod Potato Chip Factory. Gale Associates, Inc. (Gale) was retained by Lance, Inc. to revise the site design to incorporate a slightly larger building. It is our understanding that Toby Strickland of Lance, Inc. has spoken with you regarding this matter and it is our understanding that you requested a revised stamped site plan and a copy of the new building drawings, prepared by Douglas Construction and Supply and a copy of the original Fire Suppression Drawings. We have attached the revised Drawing C-4 — Grading and Drainage Plan that shows the new building footprint. We have also attached a copy of Plans A-1, A-2 and A-3 prepared by Douglas Construction for the building design itself. Our subconsultant, R.W. Sullivan, Inc. is sending you, under separate cover, a copy of the original fire suppression drawings and calculations. Should you have any questions, please don't hesitate to contact me at 781-335-6465 or on my cell phone at 781-956-7600. Very truly yours, GALE ASSOCIATES, INC. / /Ol v Gabriel R. Crocker, P.E. �`C.. Project Manager Attachment 05 GRC\bad G:\710870\1etters\1etter012.doc Boston Baltimore Orlando San Francisco Robert W. Sullivan, Inc. U�VVM O1 4 p n M93W044QL Union.Wharf Condominium 343 Commercial St., Suite 302 Boston, Massachusetts 02109 DATE �-3vXWO JOB NO. 617-523-8227 FAX 617-523-8016 ATTENTION �I( Q ��w""w��,wij.rwsuili(v�a�n.com �� n TO &�AC Nk)A 1' > r�11 0 i/Up ltJ _!',r RE: �� Uh✓,4�1J �� E-I� M�S li(,r*14 O 26r)J WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints Q?—Plans ❑ Samples C4 Specifications ❑ Copy of letter ❑ Change order MVP Eliy���c_ COPIES DATE NO. DESCRIPTION IF P THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution CV—As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` Parcel ,;, Permit# Health Division 14 l o 3 s qo q �� %ItEfissued �-«- Conservation Division �-�� 7 � '�` t f= A I'cation Fee Tax Collector Permit Fee Treasurer w i,;`,.`S �- U�. Planning Dept. APPLICANT MAST OBTAIN A SEWER CONNECTION PERMIT FROM THE ENGINEERING DIMION PRIOR TO Date Definitive Plan Approved by Planning Board CONSTRUCTION Historic-OKH Preservation/Hyannis r - - Project Street Address BREED'S HTT.T. ROAD Village HYANNIS Owner CAPE COD POTATO CHIPS. Address 100 BREED'S HILL ROAD Telephone 508.775.3358 Permit Request F.T.FCTRTCAT, FTIITpmm 1g11_jDI= Square feet: 1st floor: existing proposed 153 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 25,000 Construction Type CONCRETE BLOCK Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. r Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: 0 Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing O new size Pool: ❑existing ❑new size Barn:Cl existing ❑new size Attached garage:0 existing ❑new size Shed:❑existing-0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name DUPRE, INC. Telephone Number sos-gg,i_soRg Address 369 Hag ROAD License#fir,.7 NEW BEDFORD MA 02746 Home Improvement Contractor# Worker's Compensation# WCA 494-9933 ALL CONSTRUC DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO oN STTF SIGNATURE DATE /� G3 . E r. FOR OFFICIAL USE ONLY P }PtRMIT NO. DATE ISSUED MAP/PARCEL NO. w ADDRESS - VILLAGE OWNER ' a • 1 DATE OF INSPECTION: FOUNDATION �0 ` �� '✓ FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL F s _ PLUMBING: ROUGH FINAL fi GAS: ROUGH FINAL FINAL BUILDING 7/AjQ 3 I DATE CLOSED OUT M r ASSOCIATION PLAN.NO. _t. F�AM HKE T� Town of Barnstable Regulatory Services * MASSS. « Thomas F.Geiler,Director 1639• rEnp„p�°' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, TCt �1� , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for(address of job) ti'fs tea. S ture of Owner Date 1Q •t�s�s/� Print Name Q:FORM&O WNERPERMISSION . p Assessor's map and lot number ..r�....... . .�2 . ..�0 � '•' 4 Sewage Permit'number / .... ?i " ���1G9. �� THE 9 .............. .. �G% 1� � . BAHBSTABLE. i TLW ..et " '#� MAO& House number ....................... ............... : a "'''' „µ TOWN OF BARNS ABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....:......Bia i.1 d.:....�.7 7.5,.. � ..... .... ................... II , TYPE"OF CONSTRUCTION ......... L(!� . '.. -..................................................................................... ........February.....8...............19...SA TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........Lat..2.,.:.ZndepencJence..Drive,..:I��t� :...b����hC7�!�f.�..................:.......................................... Proposed Use ...........Plant manufacture and wholesale distribution of potato chips Zoning District .....Industrial.limited ,,,,,,,,,Fire District Name of Owner ...ISidtPen 1eaC:P-..P ..InC....................Address ...4t.t:.1A9%5..T.14Y.r..Hyannis......... ...................... 11 Name of Builder . . ...� 1 ;/f ..CK.-Address Name of Architect ...AI1tx1QAY..1Di5=7...........................:....Address Q..L ncoln._Stxeet,,,,Boston, Mass. ... Number of Rooms ......19.,.QQ.Q...sq....ft................................Foundation ......see..attached.plan................................ Exterior ....S•r,P-..dttaCbf--d..p16M..........................................Roofing ...See-attached..pplM........................................... Floors .I "............................................Interior n �� .......................................... .................................................................................... Heating` ............................... ...............................................Plumbing ........T: _.....I-`...........� ......... Fireplace ..................N/A..........................................................Approximate Cost .......$7:0.0.,0DA_OD.:................. .. .............. aaa Definitive Plan Approved by Planning Board --------------------------------19________. Area ........... ANR Plan app Vi? 12/ 1/83- . GG ''ll Diagram of Lot an ui mg wit Dimensions Fee AQ..D�tAd.... .. ..................... SUBJECT TO APPROVAL'OF BOARD OF HEALTH ®�jo OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of rnstable r rding the above construction. / a 7 �. I Name ........ . . fld�... : . «� ` 1K 3345 rc i ect s INDEPENDENCE PARK, INC. f. No" ...26736... Permit for .One..Story............... '. Commercial Bui - - - r Location ...Lot..2 zve :1 06 Barnstable y Owner . Independence Parks :1 T y a of Construction F'ram ........ Plot .................. .. ....Lot ..... .................... .;Jul 24 Permit Granted .........................................1-9 84 Date of Inspection :::.............. .....19 �, I Date Completed .... ................... ..... 1.9 t t i f f TOWN OF BARNSTABLE Permit No. Building Inspector Cash s�o OCCUPANCY PERMIT Bond Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Building Inspector r, 7,14 �' e,x - �:C'' .! 4 L ''+'J'�K �', .� •S i \.aa. .J ,M1. r Rt,}E ..Yw y,' { " a• u }k f � c+ i1. r •- t r 1. �' r ♦ 1 �$u ! an k f d b Y t�K.} fr' x �,,1'!;, t r ,•f`t..R-{ t S�.e4 *' _ . ' �t iA• r'.ty, e K P j 1 '!.` t �+J 2 i (a a f '> . ,. Y! « '' . t - #': 'r ,+ •,-�'r`� ��r•. i�y�y�����r •Y,'�.. S ,s r � a, rt �i.. -+..0 ♦� t. � � , .`' s *�`{'�. �` �' "`c - , 3�P�"'�+ ` w� C A���14� ;;, j�,4 f.? i �'ttxr '^ '• `° � r• *"' � (: >e�� _ o , ,• � ^�` k } `. tF� ��.jj•1w f_✓ . ' �'leq�.h:.K Jk.' 'y ({�. ' t r "�. .1� n 4 }►_A �.'1��� ,{,�..w, �, `"r,^Q(����� + Q ��1,�F�;�.��+f•��Y`� ©* T -wl r�. `!, y �' ti,. ''�.'t•L..�+�.+�)�a Y�1/'«,ld t. �'sc` F's,. -O d' i, :�,` fi a t � r• y�: ' t _ .. .4. TT• 7'{{t x Y". r+�+w 1. y p++ /r r ` ° ; 2� i V+✓�`� N.s 440�A, i •Vq� ,`.> C .r" r �1a ' -� rr3 ,'r 2 N ( ; Er. . ��- ". _ •� JwR ..fie+.` *3:Crt'J''y;4at`}�5�1'�(�Wr '/a� �*y ♦ ., y� �, P 4"L�' R, T' "IFIE' ' .. ;r 1'' t 0. ;� .i. ,�'�y � " �.T'i{w.'�t� ' �r'i [..�„«+�- "�S,T"'X k��tii.•Jt'•r � X�y t'S t?F�`' l '�'j � 4 r t t t j �. �'`"' 1 4'r. .. I '!' J t i.» f. 1 ,. , � w 7�„.� 4J l�Y r *`• ' u, � °p+'l.t -e}t • aT w�`l` w-f ' { .� F T i x € ., .+- .1 it �� «. » f` .. Y � y,4 '�? . •• 'tom .. 3 •• ��' S�' '(,.�. �,�+r ��� r�V� �i�l��y r� FM ':' M1 R _. •SRC��I'}L !^Y t1 •:{ s,�,:1t: AR - 4 i • �t++��,, 'i , i..r' sP +.[ r!�• Qf` 1 + • .r�}`•wsA�s s.f' i i'v.fir-r i s "F' �, ',"�f. 3�yy ',.*� V`". Wit, D k • �'`{. .t ti' 'lri�■* :((¢j�4 i d i^ {ry.r■��]■ 2. �"*t•+ S^� yfi�. t _ •-.,q •I��Tl`t� t..+L ��� ���5� ��! 1A lc� f P'-� .��: s% t.A F:i:• '�} �"J i TT y 11�sr•fAA �i/ •� s} t� y,tR E .tom • R i1 � PROJE ��2� � NAME: /- -_& _� f oA�� ADDRESS: PERMIT# o�� 73 PERMIT DATE: l �' M/P:� LARGE ROLLED PLANS ARE IN: BOX SLOT DI Vtaenr d in MA p ogram oBY q/wpfiles/archive 733 of � TOWN OF BARNSTABLE Permit No. .......?.8.... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ................ HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to CAPE COD POTATO CHIPS, INC. Address 60 Breeds Hill Road, Barnstable USE GROUP FIRE GRADING OCCUPANCY LOAD i THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE- BUILDING CODE. August 27 9 86 1 ................. ............ . Building Inspector .. 17 1 TOWN OF BARNSTABLE permit No. 28733 Building Inspector cash - `' '�°""'' OCCUPANCY PERMIT Bond ADDITION — TEMPORARY Issued to Cape Cod Potato Chips, Inc. Address 60 Breeds. Hill Road, Barnstable Wiring Inspector Inspection date Plumbing Inspector Inspection date O Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspectioa date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 194 "Idin4g4nspec Assessor* map' and lot number ...:....................... ..... . j < �$T ire F 7 E t0 O N ,�. � � C. SEPTIC SYSTEM � �,. Sewage Permit, number .......... 5.. .....l..l........ ...........:.. .. t� CO �LtANC . .., tRtSTALLEY�TITLE 5 House number 60 Breeds H4,1.�1 -Drive W B aeTa LE, ........................................................................ EIS ROMMENT�►L CODE oo ULATIONS oyaYa\e�� TOWN OF BARNWANLE BUILDING 1NSPECT/OR APPLICATION FOR PERMIT TO .... ..�41?lCUBl.. Q.,600...S.Ldddj1i.O.n........................................................:.. Masonry & steel TYPEOF -CONSTRUCTION .....................................................................................................................,.................. ...December 3.......................19..85.. TO THE INSPECTOR OF BUILDINGS: - n' The undersigned hereby applies for a permit according to the following information: Corner of Breeds Hill Road & 426 Independence Drive Barnstable Location .................................................................................. .......................................................... .............. Storage - Lunchroom & Locker . ProposedUse ................................................. ......................Room.......................................................................... t..... !ndustriall Hyannis i' Zoning District ........:..:..:....�...:..:...:............�............................Fire District .......,................ ...... . r................ ......................... Cape Cod Potato Chips, Inc Nameof Owner ................................................................'....Address ............................... ......................... . , . . , x . , P Name of Builder Atlantic.. .. . . . ... . . . .Design..:..&... . .Const............Inc....Address .61.........Industrial. . ..................Park...........Rd...........E.....t.............lymouth......... , MA .... .. . ... .. .... . . . . ...... . . ... ph . P. . mk Name of Architect ..Ral..............Lee........Ranki n.................... Address ......O......Box.........368.......'.......Pe...bro..........e.'......MA......02359............... .. Approximately 6 Concrete Numberof Rooms .......... .....................................................Foundation .................................,............................................ Masonry Block & Steel Panel - Roofing Galvalume Steel Exierior ............................................................................... ................ .............. ............. Concrete CMU, Steel , Vinyl Insulation Floors .....................................................................................Interior .................................................................................... Heating ...G..a..s.....f.i.re..d.....h..o..t.....a..i..r.....(..s..e..e.....p.lan) Plumbing .As per...fi.ni..s.h.ed...p.l.ans .. ........... ... . . . ... . . . .. . . . . . Fireplace N/A ..................................Approximate. Cost $225 000 ......................................................... Definitive Plan Approved by Planning Board -------------------L___.-----__19--------. Area 10,000 Sf Diagram of Lot and Building with Dimensions See attached .plans Fee �iJdJ.::Qll.,........ .................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Rfi�i'ard T. derso ... Co47ru tion up e Li se .................................... CAPE COD POTATO CHIPS, INC. 28733 Permit for ADDITION Nq v.............. ................................... Commercial Building ............................................................................. • LocatioR��Breeds Hill Road .............................................................. . ......................Barnstable......................................................... Owner ........Cape...C.o.d..Potato...Chips, Inc.......... . . Frame Type of Construction .......................................... ................................... ............................................. Plot ............................... Lot .................... ............. December 4, 85 Permit Granted .........................................19 Date'of Inspection ......... ...........................19 . ....A4 11 ' - Date Completed ........ . . ..................19ro I n W M x 16- 20 a ir v M M 1) s. NUTTER, McCLENNEN & FISH VILLAGE MARKET PLACE 11 ONE INTERNATIONAL PLACE 297 NORTH STREET WASHINGTON BOSTON,MASSACHUSETTS 02110-269 9 HYANNIS,MASSACHUSETTS 02601 SAN FRANCISCO (617)439-2000 PALO ALTO TELEX:940790 (617)771-4100 AMSTERDAM TELECOPIER:(617)973-9748 COUNSEL: TELECOPIER(617)771-8079 LONDON PARIS TOKYO September 25, 1987 Joseph Daluz, Building Inspector Barnstable Town Hall Hyannis, Massachusetts Re: Eagle Snacks, Inc. d/b/a The Cape Cod Company Breed ' s Hill Road, Independence Park, Hyannis, MA Dear Joe: Pursuant to our recent discussions, I submit herewith on behalf of the Cape Cod Company, an application for a permit to construct a canopy cover and adjoining wall as depicted in the enclosed plans and specifications at the Cape Cod Potato Chip facility. As we have discussed, the bidding process for the selection of the contractor is presently ongoing, and I would, therefore, request that you hold this application pending the selection of the contractor, who will then sign the application on behalf of the Company and provide you any additional information necessary for the issuance of the permit. I also enclose the application fee of $100. As always, thank you for your courtesy with reference to this matter . er u y rs P tr ' ck M. Butler PMB: jl Enclosures l Eagle Snacks, Inc. Hyannis, MA Project 1371 IV. DPAWING LIST Drawing No. Title ELECZ'RZCAL DRAWINGS: HYN-3-E-1000-D1 Electrical, Site Plan HYN-3-E-2002-D1 Electrical, Single Line Diagram MCC3-1, MCC3-2 and EEPD-1 HYN-3-E-3601-D1 Electrical, Lighting Fixture Schedule, Mounting Details and Panel Schedules HYN-3-E-5001-D1 Electrical, Conduit Plan, Power and Control Lighting and Building Services HYN-3-E-1000-4 Electrical, Site Plan HYN-3-E-2001-3 Electrical, Single Line Diagram Main Pacer Distribution System HYN-3-E-2002-5 Electrical, Single Line Diagram MCC3-1, MCC3-2 and EEPD-1 HYN-3-E-2401-5 Electrical, Equipment Panel Details EEPD1, MCC3-2 and CP3-1 HYN-3-E-3601-4 Electrical, Lighting Fixture Schedule, Mounting Details and Panel Schedules HYN-3-E-5001-6 Electrical, Conduit Plan, Power and Control, Lighting and Building Services HYN-3-E-5003-1 Electrical, Conduit Plan, Pacer and Control, Lighting and Building Services MECHANICAL DRAWINGS: HYN-3 MO1-1001-3 Mechanical, Equipment Arrangement Sheet 1 of 2 HYN-3-M 2000-2 Mechanical, Wastewater Treatment Plans, Sections and Details HYN-3-N-1001-3 P & ID Kettle Fry Chips, HYN-3-PO1-1001-6 Mechanical, Piping Plan Sheet 1 of 2 HYN-3-P-9004-2 Process Piping Details, Anchors and Guides HYN-3-P-9005-1 Process Piping Details, Sleeves Scope 1/MISC4b - 4 - July 28, 1987 F v Eagle Snacks, Inc. Hyannis, MA Project 1371 Drawing No. Title STRUCTURAL DRAWINGS: HYN-18-C-1001-D1 Civil, Site and Underground Utilities Plan HYN-18-C-1001-4 Civil, Site and Underground Utilities Plan HYN-18-C-9000-1 Civil, Potato Unloading Area, Concrete Slab and Canopy Plans, Sections and Details it '.s offioe (1st floor): } ...31.4. Parcel �o*T"Eros $or's map and lot number ...Map.....,. r................ .... 23 t g and -of Health (3rd floor): y / Y d Sewage Permit number ...... .....:.........�tr �....S.t??k. X Z SASd9TULE, Eigineenng Department (3rd floor): Ao ras House number �/�. o 039. \0� YP PPLICATIONS PROCESSED 8:30-9:30 A.M, and 1:00-2:00 P.M. only �+ TOWN OF BARNSTABLE #�r . ~ BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..._,Canopy and drainage system over loading area ....... ... ... .. .. ........ ........... .......... TYPEOF CONSTRUCTION ..................................................................................................................................... September..18..........19 87 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 88 Breeds Hill Road tq .......................................................... I. .. ............................................................................... Proposed Use .......Canopy, cover„ for...loading,,,a,re p,,,,,,,,,,,,,,,,,,,,,,,,;, Zoning District IridUSt..lal Fire District ............Barnstable b.lsr....................................... Eagle Snacks, Inc. One Busch Place Name of Owner .....dl.b./a...Cape...Cod..Comp.any......Address ........S.t.....Louis.,....MO........6.3-11.8..................... Name of Builder . .. ...... ... ........Address` (!.. . . ....................0. ?!?.l 2 Name of Architect See .................��.�r�G.k1eC�...pl.ariS............Address .................................................................................... Number of Rooms .......................0.........................................Foundation ....cancrate..................................................... Ex1e ior ....................................................................................Roofing ........ corrugated steel ...............corru .......................................................... Floors ..................................NIA............................................Interior .............N./.A...................................... ........................ Heating .Plumbing ...........See..dr.a.inage...plan.......................... Fireplace ...............................N.. ...../A ...........................................Approximate Cost ........$.I.p.0.4.Q Q.Q........................................ Definitive Plan Approved by Planning Board ---------NIA---------------19________ . Area ......1000 sq. ft. Diagram of Lot and Building with Dimensions see attached Fee ....1©.0............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH diagram t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name. .? ?fin: f/ ......... ...... ................... ...... Construction Supervisor's License .................................... ["r~'_ Cape Cod Company � . c^ar``^r-� � Permit for —. . "^ building ' � ------_.----------------. � Breeds Hill Road ' Location --���'����--------------' � � Barnstable � . --------------------------. � � . . x l� Snacks d/6/u Cape T Cod Company Owner . ��s� .................................... . ' . / ` ^` "�[on ' canopy � Type'....Construction -------------- ' �- . ........... ................................................... ----' ' Plot ........................... Lox ----------' ' . ` . . ' Permit G,anlsd ...........0�t.nbpx�.]L5....... 4 87 - Aj - DoteofAnspachon ------------l4 Dote Completed ----.�������---'lV ' ' - ^ . . '. . - - . - ` . .. ' . . . � - ' � . . . ' ' . ' : , + , 4 r .. , pp 4.� s , , , 7a .00 11-01 , rf f .EX G BU LD I N _ a a a t= .. :. .. _ t , - ADDI T'I ON, • KEY. r NO. DATE825`: REVIIONAI�D �'.~jiBLK, +ShC'�( �7 BY .�i�. w f �87 ' ,t. ESR 427 PROD. ) > �r 4 371 ANHEU'SER-SUSCH COMPANIES,INC. DRAWN' Kd ST LOUIS, MO. - 1 ^ F EN.GINEE�RING D'EPT APPROVED ' ... ._, SCALE'. TITLE tI. a� • — NONE : POTATO UNLOADING •AREA 5CANOPY QATE — — CONCRETE LABT 7 28 :87� ' N O �. _ r SERVICE BLUEPRINT iYT° -N49302 _ , 1 2 3 4 5 6 LOCUS 3- N,N,R= asLGi4LE PAGES 68 —-- —�,—a— E00K 288a = �6 ---- GW,Aaaola, •I- . _ C gir— MWbcN Plenn«a P)�N�� L= 281.73' N RCAc 183uemrPaneearIWaymwn,NAO21ee0004 ' J P 797.MB465 F 781.335.6467 M gaftu m i E _,�. �SEC?TO NSTAHLL WAY ' ENDENOE Dso TOv.R?N OF 100 FT' PRIVATE .`---�-�-- Sp 84t1ABv, `gam EDISON Co.ANu. .L.:35.38t' �� LOT 1 •TO NEW BED qyg Ac 2.�„/27� E D RIVE ° .t U LOCUS MAP Borten Ba6imata Orlando San Fes° F150+D"T�N.EY.23„/ �NpEN� a,.�® SEE m o. = 90,002 sq,ft.± p E P _r s.00' fAENT FOR o AREA �reein e.a,°u°�e°design°"ot°° i w.°" IN �, ,s LOT 2 9497�1 : 2.066 Acres Pr°P r Aee°a°tee,Id and mall not he altered« 5 -aad In ehole«port elih—t the mWraea 146 7 0 Sq•ft• r.rkton p—leel- t We Aee Wt-hn -L T-:93 i AREA CWrkhtoxt762 =35.082,71, , 3.369 Acres G UA =a RO m 6.64' j ,a,�' �� ° 19 GORO OF! ! I \ r� LINE - -''LINE 6 Pow .OGo 0(A� PARKING 6UILyING�yS S 2983I.. 2z G b Za94 Z os D m J 3 DO = os Q Hp / N Co[o W O C)0�ym7 Q Ld ...� 30 SE czi Hp p. WALK B b a. W 10 V) m th WT1M FPS g. wA. w 11 o ti tt d Q co 000 c7 r tv S - a V OJ vO F- t•�i 04 . { p C..) V) z K v A1AGA�GHT OF 4g4.p0.116 0 �- _ m :,a Z Z r7 Z 0 g930/313 PL,SK 48% to yb ° N C G7 y 2 O Z�' ca BK Pa "C 09O/i 18 ENT&RfJV.`K LOCUS. O S J O> f--Q W Z m g 4.8' 7 E m-{ Q . 1N A RS SPACE KT. - �� / �l A: N A 0 F-- m p BUILAIIJG 0�N AIR SPACE. 0V �P• -,t5 ENCiLQACH '(e —,y p 232 o. a- V) a g�cG(- Z N - m w A O ti m a MP1 OYEE PARKING U o C a v W m SIT t 60 �ca O f*1 1� 1 (D �a �Ra( U 1 c0 m is � �c� Q�� a z A 1 ou-A O o /� o PARKING SE ACK VE 1 1 ® is o 1 4' 38'E to 11 1 1 z 2 00' S 42°21122"E O ComE A5NET 4547/nY 10.00, .I I4419/21 Ac 4547/ 1 1 > _ TRANSFORM EIT 1 1 •\ o "� N 47°36'3B^E —_ -'g j ' -1— '—— - L'= 206.23 -"- 9 T .QDr O FENCED •, p F Q `\ O N ComE&NET EoaemonY R b6 -g fD No\ 1 5108/137 44D71219 0 277.83' ��� _ My i 152.17` + --120.00' —an - C6. I / 147.00' _$_ S 47 C 38' 38 W (e�NERAL NOTES: WOODEN GUARD L ---1l�- DATE DESCRIPTION 1.NOTICE TO CONTRACTOR: THE CONTRACTOR IS PR�� ._ @��_: p -- d - SPECIFICALLY CAUTIONED THAT THE LOCATION 6 PROJECT NO. 710870 Pa BREEDS HILL ROAD _ 5 Ffl PI�IV AND )0 ELEVATION OF EXITING UTILITIES AND CADD FILE 71 o87OLD STRUCTURES AS SHOWN THESE PLANS IS ------- BASED ON RECORDS OF VARIOUS UTILITY DESIGNED BY B.A.W. COMPANIES AND WHERE POSSIBLE MEASUREMENTS SUBJECT TO ROW.FOR LOTI 4855/206 -- TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO DRAWN BY C.A.B. 8 L0�0" BE RELIED ON AS BONG EXACT OR COMPLETE.THE CHECKED BY R.A.C. — —_ LOCATION OF ALL UNDERGROUND UTILITIES AND `--_ TF EUCONTRACTOR PRIOR TOCTURES SHALL BE IFIED THE I TART N THE OF FIF BY DATE 2-25-03 CONSTRUCTION. THE CONTRACTOR MUST CONTACT DRAWING SCALE 1'-30' THE APPROPRIATE UTILITY COMPANY, ANY GRAPHIC SCALE LEGEND - GOVERNING PERMITTING AUTHORITY, AND-DIGSAFE- AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF ° a0• �° PAVEMENT WITH PAVED BERIr '0 UGHT IPOL E UTILITIES THE ENGINEER SHALL BE NOTIFIED IN UW OF PAVE LAYOUT NOTES NOTES: WPoTINC OF ANY UTILITIES INIERFERINGW V47H ITH THE ® LIMIT OF PAVEMENT WITH BITUMINOUS CURB '❑ FIREW,T)RANT , PROPOSED CONSTRUCTION AND APPROPRIATE SHEET TITLE 1. OWNER OF RECORO:XAGLE SNACKS,INC. REMEDIAL ACTION SHALL BE TAKEN BEFORE -__-- UI OF PAVEMENT AT RAIL RCAD TIE WALL CATCH BASIN:" 0PROPOSED TRANSFORMER LOCATION 2. FOR REFERENCE SEE:DEED BOOK 4855,PAGE 206 PROCEEDING MATH THE WORK.IT SHALL BE THE PRELIMINARY — PLAN BOOK 4C8,PAGE'52-LOT 1 AND RESPONSIBILITY OF THE CONTRACTOR.TO RELOCATE:. UMR OF PAVEMENT 'c(,F'•P..}.-..,ifJ1(.'1i1NG:STRUCNRE`'WfIFi':MANHOLE 2O PROPOSED 30' z 40'BUBDING ADDITION DEED BOOK;471,PIKE 58- ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PLAN BOOK 380,PAGE:30-LOT 2. PROPOSED IMPROVEMEHTS�SHOWN ON., HE PUAN. SITE �- CHNN LINK FENCE O MANHOLE COVER O3 PARKING SPACES PROPOSED TO BE REMOVED 3. ZONING CLASSIFACTXLN:INDUSTRIAL LIMBED - 2•PROPERTY LINE EXISTING PROPERTY LINE, UTILITY 4. BARNSTABLE ASSESSOH•5 MAP 314 PARCELS PLAN --"° UNDERGROUND GAS LINE 01 TELEPHONE RISER O PROPOSED CURB LOCATION 23 AND 24-1. INFORMATION,AND BUILDING, LOCATIONS TAKEN,. FROW PLAN ENTITLED-ALTA/ACSM LAND TITLE A -V1t UNDERGROUND ELECTRIC LINE aELECTRIC BOX SURVEY OF CAPE COD POTATO CHIPS FACILITY IN GAS VALVE SCH(HYZ.BARNTRS O NEW PREPARED BY —'-'^ UNDERGROUND TELEPHONE LINE O DAHOFIELD BROTHERS OF NEW ENCLAND, INC. DATED APRIL 9, 1998. --w UNDERGROUND WATER LINE tp'A `WA7ELT'•VALVE' DRAWING N0. 3,THIS PLAN WAS PREPARED SOLELY FOR THE —eu SANITARY SEWER LINE III CONCRETE BOUND FOUND PURPOSE OF SCHEMATICALLY SHOWING THE IlTA.IfY POLE 'M LOCATCN OF A PROPOSED 480 VOLT SERVICE. OH OVERHEAD WIRES 0 ��4.THE CONTRACTOR SHALL COORDINATE AND HP HANDICAPPED PARKING SPACE 1Ci� SEPTIC COVER ` SCHEDULE THE INSTALLATION OF THE ELECTRICAL SERVICE WITH THE APPROPRIATE UTILITY COMPANY NONUOR WELL L SERVICING THE SITE OF rto7 scw 7 I 1 ME►'�,6RA►:� RCO�IIJ(r �OTES d Vl,a 1. y i 1 !.b E54 CHJS1 W CIS( ( i 206Axiyly vor. RIZ ' Aov DUQ-r>1WhL.ee UO�� �� STEM ROa¢ 1. ALL Ft�T1►�GS 5t4htt, �R 0►J U01?6 U bCO sail RAUW(,. V 4.; 1_�5 W i Rg«�. t � (FILL CE ,�' A Nla 4�++rt�.� C�P�t�►�' 0f 1.0 7001/%t, J. ALL Go,3CP-eTE SlgkLl QkVr- A ►Ala. COMP<ZtSS11)►J 0 LMb w ITS i A co �. S sTizt06T<( of 3,000 Psi NT 2B DAYS. &omg 61P.A\JL;L FiLL. a fi 3 AU. MAS0012Y S011 WE A N101MOM W8X10 e CbN'PRCSSW STI�Ea(rTH (•441) OF F'bt \'- { - --°sf�'�� . • It____1C_._.k- -.-M �t i � � � t .-- — ��' i d. ALL STROC,1 2AL STEEL S 4ALL I� A.0 Alf 5 { I - v E N I vJ 8X 10 i a o 3 WB�C10 'S DWL TIDE eoaTRAct OR 54}kLL VERIR�' /lUD Ccx�RDl>JATE I - � AL D14I!US► O1 A,JV FIELD OOD►TID� S AUP SAALL I f -----� o w 2-+�� G0L7T. T, -- RE?OAT A-`j DISGEEPA► C-1a TO THE STRIXTUVAL_ ! y \\NJ, (211E. RATED) VJ 10 G1R�A I TOMATI N PLN14 'lg=�-�" TYP, .FMD. SELTI01,4 Y2�I\-�� ROOF FRZPi M -i PLAN Y4"roaO,pL . s FRo)aT G000C.• F►V.WgLL tS I TI ICA< (Co�G�wlTk 2--Y41� WLTS) 10"41 C µ to ` PI EQ vf4-45 ►D"c 0V wkL� ND GOAT.6�2 PL. - � -OOL`f) PW ` -• CT'(P)''� �i ;� � t3RG.�'L► \NXIS'c . , --� �,•---- __ 14 - t r3 V EXIT,(, ( i.-: y V _ �XY4X11-C� _ 8 GNU S -S ,;1 C t� -E { : DOQ-O-W�i�g, lo�xt�'' �='t� h�I3 s (MOOT \A)ALL 0►)Lj) - L-V --- s _ �► , d W 2s ` E�" ( SECTMI � _,-� SEC) op g � LA 1, s \ -•- ' ' PROVIDtt ADPIT160NL b ► �" -(} E� ��� r~,j, &T 7't AapJE FLoo aarnstable Fire Department s 1013 G-� -1- a Weng A�,V slot w*IL. REVIEWED REAR Wktt LIOTEL 1S 8"XI(,y G'-&)(I Loy Douam DOD?- l.Acadon Number/'iype (2MR• Rg7LD 1. Bsmt �t�.Tw ar`\ J FT, X IS FTC x l4 FT. Ht6K 41�G. AWITI0 .� qs D CAPC CODS POTNTO CRIP 1 R�� ELEVA i 10)4 I�Qj�a M F'IOQ1 Zt � �FREDRICK Ni. N 100 L�'eC b�S HILL AokD - - -- �118t LAW Totd -p 24405 ® ""'"' ' NeTE, NEW nODIT1oO SRA,1L bC GCPA2ATC.b FRO �o �`� ak �Q Dr. Frederick M. Law, P.E. 3oq No, ' •� <sTE L ►sti, Ot.IX�• g 2 LA RS S ' ![ /— F�',r �`� Structural Engineer3-1►t5 5�r�1:T Q�K Nei �o�a�E�. S10)( ►�,"�IGTAL STUBS ( 2WZ- RATED) oQ CtILI►� �, l`7�.�G� _ j 10 Swift Rd. Ate«1 0f RNA O1J 1 RJ R toR \+J+tLL. .SA v�P�� 'UL^i So. Dartmouth, MA 02748 2003 - PLAN LEGEND GRADING & DRAINAGE GRADING AND D�,AINAGE PLAN 4. 12. EXISTING CONTOURS CONSTRUCTION NOTES ALE 13 PROPOSED CONTOURS 1. SEE ABBREVIATIONS, LEGEND AND GENERAL NOTES SHEET. 01 B BOLLARD .................... Gale Associates,Inc. SYSTEM TO EXISTING ........... 2, PIPE FROM TRENCH DRAIN Engineem Architects Plarmem lK CS PROPOSED CATCH WIN LEACH BASIN TO BE SCHEDULE 80 4" PVC PIPE. CONTRACTOR TO CORE INTO �XISTING LEACH BASIN. 163 Ubbey Park-ty I Weymouth,MA 02189-0004 CONTRACTOR TO REPLACE AN-Y WASHED GRAVEL OR 0 DMH PROPOSED DRAJN MANHOLE —,g.h,.,— P 781.335.6465 F 781.335.6467 FILTER FABRIC REMOVED DURiNG PIPE INSTALLATIONS. PROPOSED BUILDING DOOR Bust— Belli Od—du Sun F—cs. 3. DIMENSIONS REFER TO FA�E OF BOTTOM OF WALL IFFE FIRST FLOOR ELEVATION AT FINISHED GRADE AND FACE OF CURB UNLESS NOTED OR DETAILED OTHERWISE. PROPOSED RAISED CURB Thi dr—ing and the design and co,stnuctio, PROPOSED DRAIN PIPE f:at....disclosed—p,op,ieto,y to Gale Associates.Inc.and h,11 n,t be It—d a, eused I, hole of p-t�ith,ut the ,p,e,s RD PROPOSED ROOF DRAIN -itten p,rm;ssion of Gale Associates,Inc. CONSTRUCTION NOTES Copyightc2002 1:3( ......... CONTRACTOR TO PROVIDEI SlOOK TRENCH CONSTRUCTION NOTE DRAIN SYSTEM AS PROVIDED BY ACID SAWCUT POLYMER PRODUCTS, INC. CHARDON, OH, C, 2 S-440-285-7000. SYSTEM TO INCLUDE r53 IX I METER SECTIONS. C5 DETAIL REFERENCE QCONTRACTOR TO INSTALLIBOLLARD ACCORDING TO DETAIL IN LOCATIONS AS NOTED ON PLAN. PAVEMENT AREA TO BE RECONSTRUCTED SHALL BE STRIPED IN SUCH A WAY AS -�q THAT PARKING IS NOT TO DENOTE ALLOWED. CONTRACTOR SHALL INCLUDE 300 LF OF 4" LINE MARKING AND TWO "NO RKING" STRIPING TO BE INSTALLED. CONTRACTOR ITO COORDINATE SETS OF PA WITH LANCE, INC. REGARDING FINAL MARKINGS. LAYOUT OF PAVEMENT 0 t3 < —J< 04 < 0 -:2 C14 x 3 .30 z F- 00 DO LD LLj 11) 10 04 C'4 0(_)_j Z PROPOSED (b FDO<m Lj X C:)C)Lt-< 6DDITION 00 ZO011- C, L9 <LIJ U)V) .0 C:, FFE=61 .0 0 0 Q-z -1 0-j < cr QONC.r4 < RAISE,,' < CB "PADS C5 M R=5�9.80 0 \CD M LL- RAISE 4, LB 40 R=60.6,0 6, Z REVISIONS -'�\TRENCH q . ....... .... .... p—.8 r5 TION 1, ; l� DESCRIP E( D R�Al N NO. DATE 60.95 A., ....... .... ......... ... .. .... ......... ....... ....... ......... ......... ......... ......... .......... ......... ..... 5 .. ........ ....../......... ... ......... ......... ........ ......... ... .......- ......... ...... .. ........ ...... ..... C 5 7, SAWCUT U, _A 1 13/22/04 FOOTPRINT 710870DES CADD FILE J/ % Z, M 4 DESIGNED By BA W CY L DRAWN BY wis ....................................- ........... .......... ........... ------- CHECKED By RAC\CRC ...... -21-03 DATE 8 DRAWING SCALE I" 67 N ........... ............ ........... ............... GRAPHIC SCALE .................. .......... ............... ........... OF 10 SHEET TITLE Kobert hrusc, GRADING AND C3 e DRAINAGE i"-7 e"', .......... PLAN Gj T 7- - -------------------------------- 7 J - ---------------------- —-- - --- -- - - - - - - ---- - - - - - - - - -- - -- - - - - -- - - -- - -- - -- - - - - ---- - - - DRAWING NO. BENCHMARK: ....................................................................................... ....................................................... ....................... .......................................... --—-----------...... CB/DH 0-� C-4 EL.=67.95 -RID ]p 1p," I PROJECT NO,710870 G�1 LE Gale Associates,Inc. i * Engineers AmhftWs Planners 163 LDbey Padn-y I Weymouth,MA 02182-0004 I' / 1 P 781.335.6465 F 781.335.6467—gamcmm . ' s % Boston Baltimore Orlando San Francisco This tlrawing and lha design and construction /r feat.—disclosed...propat be It...d eusee e rietarya to Gale Associates,Inc,and shell o wHtt-p—is sso on of Gale A dales Inc 1, Copy 9nto2002 r I NO PARKING-FIRE LANE i J< i / \ �~ Q N H3 / , /, O J W U M N �\ I y PROPOSED ~oam ZMZ ADDITION oUL�Q w o / c� � a SFFE=61 .0 r � Z o ZQ=Of dQ ;r U p Ucn Q 50 LETTERING TO BE 24" 'i�% `k' REVISIONS MINIMUM PAINTED YELLOW NO. DATE DESCRIPTION (TYPICAL) PAINTED 4" YELLOW LINES O PI i/ .... . ..... .... ... ..... .. ...... .. ._. .. .... .. . . ......,... ....... ... ... .... .. . ..... .... ........ ... .. .... .. (TYPICAL) -------------- , �i i Ci ; 1 3/22/04 FOOTPRINT CADD FILE 710870DE5_4204 /._ .—,,-� �i/_..; .. �i-: .. ..... . : DESIGNED BY GRC :. r�.-si.:�..?..........._ ;.^._—................'..._�.......___.___._�_............_.........._._.............._..—_—.._...._....__.__....._....................................................._..............___'_'.__._— DRAWN BY WJS .hf`�,; .: CHECKED BY RAC\GRC DATE 4-6-04 / / \ ii� •{�, G �}'' _ !ii i, ri -��- DRAWING SCALE 1"=10' •\ \\ '�`\ ` :r' ... ....... .. ... .. .._._. .. �� Robert ��`G'� .... .. .. GRAPHIC SCALE \ t �\ 1 A. --ll o lo• xo•. \ (.' 8c1Ga11I1d SHEET TITLE Pdo.28779® 6D E 'W) i STRIPING PLAN 4 /_ BENCHMARK: ryI DRAWING NO. CB/DH C-5 EL.=67.95 PROJECT W.710870 DESIGN: CONCRETE: - 1 THESE DRAWINGS(A-1 THRU A-3) ARE THE PROPERTY OF DOUGLAS 1 ALL CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH 52'-5" CONSTRUCTION &SUPPLY CORPORATION AND ARE SUBMITTED ON OF 3000 PSI AND SHALL BE AIR-ENTRAINED WITH 4.0%-6.0% -7 THE CONDITION THAT THE PLANS AND DESIGNS PROPOSED THEREIN ENTRAINED AIR. CEMENT SHALL BE PORTLAND CEMENT, TYPE I OR II. O fi EXISTING COLUMN AND FOOTING BE HELD CONFIDENTIAL AND ARE THE SUBJECT TO RETURN ON MAXIMUM AGGREGATE SIZE SHALL BE-Y4 INCH. 0Z i DEMAND. 2 REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615, GRADE 60. �—O CORE THRU EXISTING WALL TOP OF EXISTING DIKE _T.o.F.n_ DEFORMED BARS, PLAIN FINISH, LION. r l 'AND PROVIDE SLEEVE T NEW SUMP PIT WALL WALL ASSUMED ELEV. 100'-0" FOUNDATION loo•-O- zz FOUNDATION BASE PREPARATION NOTES: 3 WELDED STEEL WIRE FABRIC SHALL CONFORM TO ASTM A785, PLAIN TYPE, v� TO PROVIDE PIPING TO — vFi9 IN FLAT SHEETS, PLAIN FINISH,LION. EXISTING EQUIPMENT PIT R 1 EXISTING TOPSOIL. PAVEMENT, AND FILL SOIL MATERIALS SHALL BE Q EXCAVATED AND REMOVED FROM WITHIN THE CONSTRUCTION AREA. 4 PROVIDE AND INSTALL ALL NECESSARY CHAIRS, BOLSTERS, BAR 2 WITH OR YIELD FILL, COMPACTED TO VVEERR EX%OF AVATCORRESP AND REPLACED SUPPORTS, SPACERS AND TIE BARS REQUIRED TO MAINTAIN REINFORCEMENT _ ACED BEFOREIN PROPER POSITION PLACING L J I- -1 z~ T.O.F.EL c9 - STR NGTH AND SUPPORT OF RE NFORCEMEN CONCRETE.DURING CONCRETE PLACEMENT /�1 _ __ ___fl_ _ o 102-o z MODIFIED PROCTOR MAXIMUM DRY DENSITY(MPD) AND WITHIN 2%OF CONDITIONS. V 10- Y N 102'-01 -------`-- 3- OPTIMUM MOISTURE CONTENT AS DETERMINED IN ACCORDANCE z- WITH ASTM D1557, AT THE EXPENSE OF THE OWNER. \ \ 1 Tao'-o ! A_1 2 iv { 5 MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: O cn o=� \ \ i 3 EXISTING EXCAVATED SUBSOIL MATERIALS MAY BE USED AS GENERAL 2 INCHES FOR SLABS O U'3 INCHES WHERE EXPOSED TO OR CAST AGAINST EARTH w I \\ \ L. BACKFILL GENERAL BACKFILL SHALL BE PL.ACFA IN COMPACTED w LIFTS NOT EXCEEDING 12 INCHES. V C)LL \ \ 6 CONTINUOUS REINFORCEMENT,WHERE INDICATED OR REQUIRED, SHALL BE p o SUMP PIT 2'x2'x2' �j ! RUN CONTIUOUSLY AROUND CORNERS AND INTERSECTIONS, \ O DEEP 4 NO FOOTINGS OR UTILITIES SHALL BE PLACED IN WATER OR ON � ) `� \ \ LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED, WITH STANDARD V 5 ! FROZEN GROUND. IN GENERAL, ALL EXTERIOR CONSTRUCTION SHALL J w \ 6" CONCRETE SLAB ON BE CARRIED DOWN TO A MINIMUM OF 2 FEET BELOW FINISHED HOOKS AT DISCONTINUOUS ENDS, UON. \ \ GRADE. REINFORCE WITH A-1 I EXTERIOR GRADE \ \ 6x6 - W2.1 x W2.1 WWF { 7 CONSTRUCTION JOINTS SHALL BE KEYED JOINTS AND MAY BE USED AS J� \ \ 5 FILL SOILS IN BUILDING AREAS SHALL BE COMPACTED TO 95%MPD. CONTROL JOINTS WHERE APPROPRIATE. REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINT. \ \ 2 6 GRANULAR FILL SHALL BE PLACES IN LOOSE LIFTS NOT EXCEEDING 9 INCHES a CONTROL JOINTS SHALL BE FORMED BY CONTINUOUS SAWCUT OR PLASTIC AND SHALL BE COMPACTED TO MINIMUM 95%MPD. I ) TOP OF WALL CONTROL JOINT WITH REMOVABLE TOP STRIP. JOINT SHALL BE 1Y4"DEEP OV J MATCHES TOP UNLESS OTHERWISE NOTED. CONTROL JOINTS SHALL BE INSTALLED \ ------------ ------------- ---_'-"- ---'" '1 ! OF SLAB 7 SHALLOW FOUNDATIONS SHALL BE CARRIED DOWN TO UNDISTURBED \ CJ CJ ELEVATION AT OR SAWCUT AS SOON AS PRACTICAL AND NOT DAMAGE CONCRETE, MATERIAL OR COMPACTED ENGINEERED FILL HAVING A MINIMUM BEARING AND IN NO CASE LATER THAN 12 HOURS AFTER CONCRETE PLACEMENT. a OVERHEAD AND CAPACITY OF 6000PSF UNLESS OTHERWISE SHOWN OR INDICATED \ CONTAINMENT PAD TOP OF ,I MAN DOORS. ON THE DRAWINGS. FOUNDATION MATERIALS SHALL NOT BE PLACED \ CONCRETE 2'-0"BELOW TOP TOP OF CONTAINMENT `n UNTIL THE BEARING VALUE OF THE SOIL ENCOUNTERED IS CERTIFIED STRUCTURAL STEEL: OF SLAB ON DE WALL 4'-6" ABOVE ! BY A PROFESSIONAL SOIL ENGINEER LICENSED IN THE STATE SLAB. ! IN WHICH THE WORK IS CONSTRUCTED. 1 ALL STRUCTURAL STEEL EXCEPT FOR STRUCTURAL TUBING SHALL BE NEW 2 STEEL CONFORMING TO THE ASTM "STANDARD SPECIFICATIONS FOR \\ / O\ ✓/ \ A-Z STRUCTURAL STEEL"SERIAL DESIGNATION A-500 GRADE B. MINIMUM ! YIELD STRENGTH 46,000PSI. ALL STRUCTURAL STEEL WORK SHALL 11•_p ! BE IN ACCORDANCE WITH AISC MANUAL. 2 ALL SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS MAY BE \ \ 23•-8" 3'-0"WIDE WELDED OR BOLTED. BOLTS TO BE Y.'0,HOLES TO BE 131e 0, \ \ ! CONC. PAD \O i CONFORMING TO ASTM-325-%BEARING TYPE BOLTS HAVING UNTHREADED SHANKS EXTENDING DETAILS OR SECTIONS. 5 �, 3 ALL SHEAR CONNECTIONS SHALL BE DESIGNED FOR THE CALCULATED SHEAR P '`\ FORCE SHOWN ON THE DRAWINGS OR IF NOT SHOWN AS FOLLOWS: o ! - BEAMS W/2 O m EXISTING _ GIRDERS 1.5(W/2) 7Y4"1 9 DIKE WALL "4Y IS FOR THE TOTAL UNIFORM LOAD FOR THE GIVEN SPAN AS DEFINED IN '\ \ PART 2"ALLOWABLE LOADS OF BEAMS" OF THE AISC MANUAL OF STEEL y. __ _...._-___..-. -_____.__ _..-.._.! - CONSTRUCTION, 9TH EDITION. T.O.F.EL SLAB ON GRADE 4 WELDED CONSTRUCTION SHALL COMPLY WITH THE AWS CODE FOR PROCEDURE, ILL 102-0 W 6%6 W2.1XW2.1 APPEARANCE AND QUALITY OF WELDS AND METHODS USED IN J /a CORRECTING WELDED WORK. Q. WWF m 3 AA3 A-1 a° _ TOP OF SLAB PAVEMENT: = O Q U °a 1 SUBGRADE IN TRENCH AND EXCAVATED AREAS SHALL BE SCARIFIED TO - 4 INCHES DEEP AND COMPACTED TO 90%MPD. O = O 2 DO NOT PLACE FILL MATERIAL ON POROUS, WET OR SPONGY SUBGRADE I-_ _0 U SURFACES. Q 0) N 41-4" ?i ;— N CL 3 TRENCH BACKFILL SHALL BE EXCAVATED AND REUSED GRANULAR SUBSOIL O m U W o GRADED FREE OF LUMPS AND ROCKS LARGER THAN 2 INCHES, 00` m < DEBRIS AND ORGANIC MATTER. 00 a C7 Q O SCHEMATIC FOUNDATION BUILDING PLAN °_1' O"� 1'-O" _ 4 GRANULAR BASE FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING � N 9 INCHES AND SHALL BE COMPACTED TO MINIMUM 95%MPD.JAI 4. O 5 CONTRACTOR SHALL PROTECT CATCH BASINS AND STORM DRAINAGE I LL CULVERTS a a AND FACILITIES FROM SEDIMENT AND DEBRIS DURING CONSTRUCTION W OPERATIONS. a g.. . Q .' T 12" CMU U #4 REBAR 0 WALL SECTION @) EXISTING BUILDING a'—o oc. SLAB m O w/ 6x6N W2.1 XW2.1 t r=r-o• n WWF- TYPICAL SLAB ON GRADE SLAB ON GRADE PER PLAN _ aa. z #4 REBAR 0 4'-0"oc. PER PLAN w/ 6x6W2.1xw2.1 WWF III=IIIIIII D VERTICAL ° TYPICAL ,I I—III ' a z 8.. 8" 2'-0' 8" 8" —III-1 0 Q F- W a z 06 1'xV BARS 6x6 W2.1xW2.1 WWF EXPANDABLE d ° 0 4'-0"oc. 0 WATERSTOP- TYP. o • ' I 1YZ"xY4" BAR GRATE .' :. CONT. L2xbrV4 g a 4 COMPACTED c DRwN BY: n a ° GRAVEL C.BRODEUR c p F a DRWN BV'. • 6 n ° " " ° n d ° ° • n nA • PAUL SURAWAN I ° � _._- .• 3E 3f_—r__ • / DATE 1 2M4 e — —Y-- 4 ° REV' 3 9-04 a n 6" 1'-D" 6" ( 14 FILE NO 819.04 l� DWG.NO. O FOUNDATION SECTION ® CONTAINMENT PAD TYPICAL FOUNDATION DETAIL 2'-0" SECTION SUMP PIT 3, =F Ear A—1 O- Y ZZ 0O El= —— — \7�tl ----- -------- ------ U LLp=WEl 22 GA. - �-•�METAL DECK 'J^V- Y \ N N N p_p 2 A - [12- SKY LIGHTS A-3STRUCTURAL JOISTDECK MANUFACTUDETAILS PROVIDEDCANAM STEEL \ I / U // LL ---_--- / LL _ 3 _ "AA3- xc o wsuu_reD xee+ixsuuTco =QPADE a A-2 - '_R �siouow eTiiKaooa \.J _�, � •"ROLL-uR fOUNDATIOx OxCRA[ x _ OOORE O O. O ROOF PLAN ~ ELEVATION Fes-- 2 n 3/8"=1'-D" 0 m M d oU ao U - - - w Q ------------------ - _ - - -- z z o_ Q lL ow ow - - 06 -4t —L4A=k=1=, 1 1 , 1-1-4-14-�,-� DRWN BY: C.BRODEUR DRWN BY: PAUL SURABIAN rA— uxOSC4RE woDXD 2 4 oel R, ELEVATION '�`^O ELEVATION O 3 Baer•-D" �NALE iQy� 2 A-3 .A_... ZZ �0 PITCH 8" �-- �w ��'^ YN LO/�/ o 0 ZLL. NA 00 JOMN OWN OLL WIRE TRUSS TO BE INSTALLED rn EVERY 3RD COURSE �J FILL BLOCK CELL SOLID w/#4 REBAR TIED TO FOUNDATION OR JQ_ AS REQUIRED BY CODE. OCL Pi b N� I..L O U u- T F TEL,02-0 U 0 =o rPOF$�g Q NU 0. •-,000 (0 EXISTING DIKE WALL O m U BUILDING SECTION ASSUMED EL. 100'-0" 0- o°p7-7; o U LLJ RUBBER ROOF MEMBRANE U TO BE FULLY ADHERED TO Yz" TREATED PLYWOOD TO UNDERSIDE OF EXISTING 3" RIGID INSULATION BUILDING ROOF FASCIA. 3" RIGID Y2" PRESSURE RUBBER ROOF 1Y2"-22 GA. METAL INSULATION TREATED PLYWOOD MEMBRANE DECK WELD TO BAR ---— — -— JOIST ® 12"oc.-TYP. z F- 2x8 WOOD U J BLOCKING 2x8 WOOD W — BOND BEAM BLOCKING _ W w/2-CONY. - --- - - z 0 #4 REBAR _ EXISTING BUILDING m 12' CMU = BOND BEAM -W8x15 w/ CONT. w/2-CONT. Y4"x11" PLATE DRWNBY: #4 REBAR C.BRODEUR SECTION DRN BY: _ 12" CML1 _ - _ WO PAULSURABIAN DATE: 1-29 04 REV: 3 9-04 FILE NO.: 819.04 DWG.NO. _ G y � SECTION .� q A-3p�,'S_EPn�N T SECTION f ' Gale Assadatas,Inc. Enelneenl Architects Plannma 163 LmEey Park"I W%—M.MA 021840000 E P 781.335.6465 F 781.335.U67—galnarom FIRE PROTECTION GENERAL NOTES FIRE PROTECTION LEGEND Boston Bardmns Orlando San Frendaco L etrasst.urotrrrumsgemsMarsgown s9a >mR o mt K tttaee•s mr.o,oa0a ttr SYMBOL ABBR DESCREIMON 0e1t01a R IK t0 acme rn K m COMM alta..rl s m•w 9•.lam• otlRms r snmlta arm OFaI er✓m� r ama K man clot asMill momm w meos fm.K mm�i alma a mt m few affirsiv t No Mm n.■mom Will stow alma 02002 1 al.6i.aatr■um t t all,Sm"$amma a =K as s m all.s.•Ilt■K w m K mac es m ttn mms n�rm.aJ� NOW 011M m/mar 9rieob■im0 a 9amtrt• nm ait mom• Go K ,a m WIL �I•� m: moot AK mi mm. a fa�laVeo Alm a��®•• �/— n msm at mean mac a i/�mIC�6ms�ilmtm 81�sm 0 0 of a wwm Im moan Me P. atp i i71 m> n.s I'm O iK 1/Ot stow m0 a ■m as oft K stow sm a m a= • Iona Vona ie �•�� — 1 as NORM�Pm sot me.9 At o.t mm INK •m mn mn owl a ltmat.lmel.m l6 rr K elma 0la l 09 mat iVol . w an ml mom 8MM 149 r ma a sd•. �' nt �OI K taO•a a.at. 0 eQ9t too avers Y�6 n lm�w msm m.mM.8 is 11 for, a.erect ara mm rams 0000.n a .No■ iwK[leatA9Kmpa�V.[ft.l.fe.Ac O n K MML m K m sM.o mn O i el[rmD R and G.M a Mlwr s A0 mJR a/r am n tMUa K� •K m MIMM C=A•= am=on tatat[ .moan Rom Km as um w Mt 9e. tt�..W,m are.ssvKteaamwrl A ab ammastmKVrMa.a ta..t lam[a c"K s o>fsia taeaR Vtm n t..K Ommmaa°drmm lrle..ams �� a od.st M soot ram AKact let�a.a•f Or iammm as ar �•~ to oat m V re ti U Rep UM woe mr.rmwrmen r.I Iowa r r.ea7 K ao rto[.all momr.e toOYa s"Do am.t n K lam r K cto abt s .a amrq m ltm iea.a a0 t®101m•.n s a0MM AaatA•� Om MM OUR M my Z u obis Oft...u nano 10em0 Rae as•m m.im » ew mo to 080 {�9 MM m..r VM 1.1.MOO m 0 POW ostmla ie 9M aaa.m o:tomZia 4c �� al(v a..t or 1tn 1R A �� Ira It.amt nem Ran 1 • �y� aR m � �tit r m■rot � rd 0 o aI r C —m-m-N-IF mowne a a ctalV aelm. Z IOM wit•am.tllo cm alai•a6lm r v+■aos k st veal ®m® wstc alatln is mr HYDRANT FLOW TEST DATA SPRINKLER HEAD SCHEDULE aid mars 011� ��OI N 0 w ON: AV to M O 9-00m—WA . m ats rose=A ¢ /1101 14 71M11 n loci.: .etd acts 7. O l�.nrnt�/m n Stoat mate now fay ��N li'"i6ua9m a emi.smt tr 9.na> � stem.■t.wsam m wo ms: ewces a.mom Vtoa earn a ii wx not: w n OAR Swan tame n d FIRE PRTECTI �BRP�1E LEGEND. NOTESV A ppE PROTEMON AND DETAILS u P1o.402 � S w..ML FP-0 .. ar eur•s • I � - Gale Associates,Inc. - Ergineere Ard*xM Planner, 163 Ubbey PedcwaY I Weymouth,MA 021890004 - - P 781.335.6465 F 781.336.6467 www.gelmoom Boston Baltimore Orlando San Frandsco r �02002 —errs //w 4 a awl GorlloOt 2rresnsmr 4, im�l Qll®re / R o f rr rr w , w w w U �U a9 � 3 "ri wl df IrX w f of a M az • § rr w w , w rr rr W w rX �� w w a rX rX w A NLJ WX N 0 z } IwO�i14 71 f OAS 1� 71�� �IN &A r �f rX o r 11�B As 0 M AIA OAtt ��7 � air tit t/IftiA'� f � MMUO AOIIIt r �r w 1 l r OF 49 ■�T■A[ JAMMES f ALBANESDE� FIRE PROTECTION r •: rX r ARE PROTECTION GROUND FLOOR PLAN A RID.40247 oM..ra D� D FP-1 ' a i 2 4 a a LOCUS MA\ 61 NCE DRIVE62 LE NO SCALE INDEPENDENCE ` 6 1 19 a Wide Priva t o WOY 6k Gale Associates,Inc. 100 65 EngineersAlcnitecte Planners 66 YO T G P e 3335.sees�F eIi.335 si'—MA gain / , R_2535.00 65 65 (51;1 Boston BaMmors Odando San Francisco 6 61 II 66 66 66 6, 66 :11dr TEL 66 65 „PVC �j E8 71 1z rn I— ign o Tobl S O P .�■ im•�rr wtf Floga '-- �� =52..J3 co B=Se.ss . cO�3=53.8 ti B `O o ° 6R 6 � o AMMIM B=59.69 Q (i M run HP SMH ® dS I 1= 11 12 I� 12; 65 �HP o 44 S o V (L a C 64.1+ �Z 69 L 7 I I=61.82 r Cape Cod Potato Chip Fac ory o 88 Breeds Hill Road cc��� 67.5i� 63 8 6� 62+6 Q� 62 o a 4`C Sign 68 n ' i 14 011R OOOrMI• M S O Sig L P 1\G�Tlld 1101� 60.9 ® •s�ie a e�► � rn a1MM N N " Q' 61 ,e _w N Post al�l�~ O�► to +60. 1 L 7� O amUv%r6� a1IM�D afiAlt 1/If�A'' ,. 3 a W60.9 a=vu -t =55 6 (� ° 6� N Of Filled with o sand M 6 60.8 62.0 M FIRE PROTECTION JAMES B ti D. SITE PLAN 54.52 A� 3=52.52 cN X 62 63.7 \ aw..114 ! wilding Setboc n SAL W O h� M W .. ....... 2 3 4 5 t All LOCUS- S ' 000<�_iGA�LE _y ES pAG Gale Associates, Inc 0 K 28 0 Engineers Architects Planners pj�AN 163 Libbey Parkway I Weymouth, MA 02189-0004 2si 33 'TO WA) P 781.335.6466 F 781.335.6467 www.gainc.com E qACF OF R VAT FT. P of P041)r 'TS W . AND 100 Boston Baltimore Orlando San Francisco 14v1A"8vTW CO ;W ISO . _ 1, LOCUS MAP LOT' I fopr) Ql� RIVE -A.- ENSEMEW"t 10 BED 2 D .'A 1.11 6.a �& Vi '' r . I . 90.,002 Sq-ft-+ E.NDE� N aS AREA This drawing and the design and construction FOR features disclosed are proprietary to Gale re,S E 2-C)66 Air I N Associates, Inc. and sholl not be altered or LOT 2 T reused in whole or port without the express S written permission of Gale Associates, Inc. 46o"750 Copyright02002 L= ------ AREA, s, cres A 3 0 D VARD a C,01D 0, all? C,,( LINe WCK S 1-5 T Y, ING UOING PARK 33/w5 i 4/5 s5f ZZ11 vdd Z49 ad' 'eis) 01s, D r I0 04, 4 < 7- 10 IM HP CIO < ........ 0 Lij N-4 V) _J WAW NG 4k (M Na 50 00 00 < (0 (N Z V) 44 ZC*'Q' 00 "t xw I E y' -1WA 310 z C. Uj X 0) ozo� 9- 46 F1 0 13K* 00 0 a �Locus. < z M W 94.6 7090/1 LIJ OvI,' N 0 . 0 CE 0 R' ........... 0 ktA Al r 5 rE Iool� 0 DOE A.1 �jpA , L�\&111 CL CP (P T3 3: r z 0 t 4 < G PARKING OyE .......... ro� ........... E P EMPL .5 AC Lij .2 1�3 7 Al C -0 G < 0 '04 i I�D� ts) > scraACK UNE C-7 3Z Mz , V. E 00, S 42*21 '22 7 13 ICOMF 46 4, 4419/2132 .............. SFORMER co 1: L, 206.23 ' 6 N 47 38 38 T ff. §TORMER'�' D r 71� COMI 4ET EICSIOrn' R 16' GAs unl-m`Es to CX 9/137 4407/219 0 SIR- GENERAL NOIES: 152-17 430-00 W 147-00' 38 NO. DATE DESCRIPTION S 47 0 ,38 1. N0110E TO CONTRACTOR: THE CONTRACTOR IS D 3 RAG PROJECT NO. 710870 WOOD SPECIFICALLY` CAUTIONED THAT THE LOCATION F EXISTING UTILITIES AND cell ;AN CADD FILE 71087OLO TRUCTURES AS SHOWN ON THESE PLANS IS B P&A.- S, 5 ASED:�ON ACORPt�� OF VARIOUS U11UTY DESIGNED BY B.A.W., BREEO,:�� HILL- ROAD B COMPANIES Akt)'WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT To DRAWN BY C.A.B. OT I 41855/20r3 ------ --------- f3jECT -To Ro.W. FOR L SU BE RELIED ON AS BEING EXACT OR COMPLETE. THE 40-0/ol-, -------- CHECKED BY R.A.C. LOCATION OF -ALL UNDERGROUND UnUnES AND STRUCTURES SHALL BE VERIFIED IN THE nEO-BY DATE 2-25-03 THt�CONTRACTOIR PRIOR TO THE START OF CONSTRUMNO THE CONTRACTOR MUST CONTACT DRAWING SCALE 30, THEAPPROPRIATE U11UTY COMPANY, ANY GRAPHIC SCALE GOVERNING PERMIT"TING AUTHORITY, AND *DIGSAFE tl� :,�,�HOURS PRIOR TO ANY EXCAVATION LEGEND A" LEAS, 0 30 60' WOkK'�%TOAEQUEST EXACT FIELD LOCATION OF U TIES *F, ENGINEER SHALL BE NOTIFIED IN 11U '0 LOff POLE WRITING OF ,-,ANY U11LI11ES INTERFERING WITH THE LIMIT OF PAVEMENT WITH PAVM BERkt- NOTES& SHEET TITLE LAYOUT NOTES: PROPOSED CONSTRUCTION AND APPROPRIATE fTUMINOU1,:; CURB REMEDIAL ACTIION SHALL BE TAKEN BEFORE" LIMTT OF PAVEMENT WYM 13 1. OWNER OF REC0R[)','U0LE SNACKS# INC,, 2. FOR REMEWE SEE-. DEED BOOK 4-855, PAGE 206 PROCEEDING 'WITH THE WORK. IT SHALL BE THE PROPOSED TRANSFORMER LOCATION BOOK 1 4106,?A0E 52 !_ LOTI 1 AND RESPONSIBILITY OF THE CONTRACTORJO RELOCATE' r1fr AT RAIL ROAD 'nE WALL PRELIMINARY L1Mrr OF PAVE PLAN DEED 80OK 4471� PAGE 56 ALL EXISTING UTILITIES MICH CONFLICT WITH THE -P" ��MA 4HOL PROPOSED 30' X 40' BUILDING ADD111ON 1.0T 2. PROPOSED IMPROVEMENT5'SHOWN ON. THE PLAN. 180'�PAGE 50 LIMIT OF PAVEMENT PLAN BOOKM SI TE "TED 3. ZONING CLAS81FAMN- JNDUSi7RLM_ LIM, PARKING SPACES PROPOSED TO BE REMOVED 0 WMOLE COVER 2. PROPERTY UNE: EXISTING PROPERTYLINE, UTILITY -------------q__ - PLAN CHAN LINK FF-NOE 4. BARNSTABLE'ASSM."OR S W 31 A PAR()ELS INFORMATION, AND BUILDING, LOCATIONS TAKEN Xl 23 AND 24-1. FROM'�, PLAN EN TLE *ALTA / ACSM LAND -nTLE 7MI1!H0NE RISER, ED CURB LOCATION 11 D PROPOS UNDERGROUND GAS LINE SURVEY OF CAPE COD POTATO CHIPS FACIUTY IN A a ELE M, 10 BOX (HYANNIS) BARNSTABLE, MA" PREPARED BY UNDERGROUND ELECTRIC LINE SCHOFIELD BROTHERS OF NEW ENGLAND, INC. - ED APRIL 9. 1996. QkS %Io N)E DAT E LINE rA UNDERGROUND TELEPHON DRAWING NO. VE;�" 'W ATEA,M W UNDERGROUND WATER LINE 3. THIS PLAN WAS PREPARED SOLELY FOR THE PURPOSE OF SCHEMA*nCALLY SHOWING THE CON01ETE 13OUND FOUND LOCATION OF A PROPOSED 4,80 VOLT SERVICE. &W SANrrARY sEyfER LINE Ur� POLE U11 4. THE CONTRACTOR SHALL COORDINATE AND C- 1 0� OVERHEAD WIRES SCHEDULE THE INSTALLA11ON OF THE EIECTRICAL SFJ>-nC,, CCiVER SERVICE NTH THE APPROPRIATE UTILITY COMPANY . lip HANDICAPPED PARKING SPACE SERVICING THE SITE. I OF MONr,1OR WaL. k0T SCALE 3 If 0±