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3830-3836 FALMOUTH ROAD - 24937
' 7 r i N � ,• , a� J , t w{q8 • V+` r J w d i • r�f 17, � • 60. 1 . t A,- A 1 1 3 i c - 7 y 1 9 f 1, 1 hi ,XT i i PAX IlLo R. t � y C�{ �X KT L _ Two 0 s � `c ( C 't F` T�1,�-t' �t' # :t L�+ +: ate ` z -r(t z� 44. * ` !1 ��1i� � �:• ! rip . � J _ o �Y I Lo 4 t�60, LCKA Te n r � f � Tvjl! Or 1 .lJ2 t��7�r�R,►C�, l �\� � co r 1N t " A-- XI..P - - Na- 240" CtLLz1 F`( -ate-�i Qo7' Mew i` _ t 1 i cy T - J I U� G�4ZN (� Gaul W,M• n 6°MaF,�NCcI c�1.1. �� -'t a��WMN �' (to ►� "P•1 R: tZ+� C� -I' 0�2 hrt yoM - - - —{YEN LINL OP GOI.�F�1h}5 .. S.p a V Iv --A�r - --- r `"•,�- UG1�Era d rIE. +aeR�' 1 I E.+p ✓8 �� oo I k,, - �� -----— o -• -�LN - =� 0"1,,1AW11.1U 1 • �t'(U ( J� !Nr->�C•' �Ca A:� �---- � gone Pu�� '° - I � I! t�P..�t OL `fir IN 606K fir, fix? fMT G" co, �XP � � _ .� _ , I q"'Cpt.1G. �llAl, GtOL .h►t�,4•?`(PIc�IrL• I __� --- I IMF'-1� �i'D" I°) -8/2 l°1'-b'�t.11 5%0� %8r ('I'-I1�I41 i I MAINS-T e(31L-PWN 1 ZMD -4E14I; -- i DWI - 7rHE� �.J,& shAu,a� 9 , Imo�u1P� t M f � G� o � 141�U40lZi✓ tr�vb�.1C . � :__ o 3'x V*- /A'' . ID 11 I` ,a` �• -N1;� ----- i s IX �# IZR T n ❑ ❑ o ; �r, T X Q' LEACH/N6 — 1 8'X 8'LEACH/N6 CATCH BASIN j - I �k — 'g" --! i CATCH BAS/N - . "���� \ ! ❑ Q ❑ ❑ I = RIM= 69 50 �fo. •, I�G I. ti 1, 1 I 11,25 t I 1 r�Tll✓5Yg'!'�'1- 5p� P ,AN P-NTItI�.C� ��e,�b15 .. I • -1 tl r 1l�HIGH FM-4- 4 �YfUMtNbUS Go►.1G. 1 �a o��0 �I/ 2. �lJ�> L a ,, ► --- - IFL.ELF-V, 72•0 ► .��ecrf�►� ca-a>�I IT- �.0W c-A�o15 Precast LeachingBasin - r % " i 1 _ I _ -- - �� r+awr� Minimum S ec.'s --�- � DN�- G p '� GE ,I �? I i r ram. 71,9' I r i�rrr►I,rip r v,, ! Concrete 4000p.s.i at 28 days 24 Square cast Iron grate — - I --- -- ` ► ! _ ��,oll - -- ! `. Steel reinforced per ASTM spec A-15-57T frame 115 I _ < -- �6.5' HeavyDuty (AASHO - H 20 load rating ) ; + T g - Brick filler course & mortar ~ ` - +-- �I.,y ' I I CRl��k1�`( 72•ti5 —_ Pt.aW?�D GbNc � � Single sheet of 4 mil l _ � • � � --- I 9 {,�I,� _ � ,� 1 -Compacted gravel + - -71,y' polyet h lyene 12 x 12 min. l :I " • _ 1 a IA, Y. L I L_. - j N o C'_*_ fit„E�.F_� 74, g �� � v .c ° 4 D f]. ao ° n a 12 min.cover R,20 t cover --� �`1 8'X 8' LEACHING 1 0 o c� o n ❑ a u I 'X 'LEACH/N6 I CATCH BA !N :— pea stone �o �:, 8 8 S � n ❑ o r� o 0 0 ❑ a e � � CATCH dAS1N _ \ R/M= 60.40 p ?�Yr15��rJ1CG-�61�T ��_ sx � R/M= 70.40 Schedule 40 - -- - ,cl•q , Roof Drain \� o ❑ o Q o a o ❑ Q` �, ' T4( 4'� o,w.1o. i o ❑ Cl0 0 4 O o ❑ o :' \ 3 to 5 to l l l n S / ofQU Ir � -, 'd,y� L5 + av�L F����. Slope = /o 9it iAl I • 3.0 LION W W,pe,K I ZJ/ bl V : 10.25. / k � (On 12'z 12� ' � o) 11.E a ❑ o 0 0 0 0 ❑ a a �\ � � Q'/ a a basin only ) Fi_ U ❑ C r O O D ❑ �--- - W/jN) �1,NO '0AL 6"stone 6' dla. PAT O ❑ -- -- Varies � �o �CANtINC' �D �i� __ I�LGucyM7 , G b 00 - Z = -58•415' �\ 6 8�j•On •. G� COTUIT LANDING-JOINT VENTURE 3830-3836 Falmouth Road ------ -- — - _ -- --- - - - - - Mars tons Mill s t �� � �� �� � � PERMIT #24937 April 12, 1983 7 L A Y 0 U 7 f:: L—A\N 17 E N(,::� Viol lif 11 • �+ d' >>+► Kt Fc' `-�-' I �� ( � `�V I N�./ ' ..,..�1.���L -aCJ' '�../ t�1/'' i"1 N 3732 r' 4"+�•' i... r l c.l� 11 .�, "l`�►,,/ e� l`.' DAME$ M. INC. ARCHITECT SCALE 2048 WAMING TON STRJMT HwNovt. MASS. cx TEL : e.617) 871.2101 OATS ---- - - - - - — --- --- - ��41+ ►kAtvt E ls - - -- / I -- � i�P��IEL �E� `" IP�1.1✓ �LIVi �N� �c�l�l��' (�'CO�Wt��j...rl��'(n�Y�.h.,� l� -____----,- ---- - -,� _ u ct., I�SJ>^ �' ��✓ /� x �/q r1�A � �\,.-� , I tQj , INsut, -rfmo (�.Mf7 AcaUL, I�JSN1. D C..1; fyl�s �1ALl i � 1CX� ?fOLA/ -- _ i ! �' �I �1_tiai niG �.'� � $-2�-�• ,P, vJ/ S,�,U e 20n1 �- _,_�Xc� �I� •I'�,I M I I � i � �,yvM,'rHP�Sh'�-_ -- � SINCa L,E �-tUNc.� W i NDAvJ �►�- d....�1��'-__ _ _ --- -- `>�NG-t.,� �°P�l�l.l��,2�� -�- p�� � f�V __ - --- -- -- ---- -�,�- I � �5 % n �f s/� kl�►tt „ awM � a��.c �,'t� ✓1T'✓ Lj Ii o �y �lT�i �i��ror� r✓�c F 41 i 5_-T` O ice--. � ��-•�tJ � 1N 1 N � �I � �., � ti',�_ ' b�`,,,�� ��v� r4j1,I'-c„ LA 07 1�%60 —_�t'�ii _ �'�►i � 1�"1'tt --�--- _- ���Il -+ -----_ �- 21+ - _ _ _ ` r (a I l� ---- - ' tip �O PA I, , _ R - _ + T 9 \ 51 i i'l-�. � �Q��r �j � � ' c pa►��1�. pa�w� . i' -- '� --- x 1 - l2 2 �� 00, o + �---� _ _ 1 � - I � � I � - - , y I y , VI i p •'i ,,��i t taL- l! r �,y „� ��,, . o A-� - ` mo7 �7��. 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DATE i i i 4 i -----_----- TAININ� NAlvt' �►P f l'�-�- ti ;' v A � j - - r G�TG4-� �I►� � i V �� , ELE:vATKsm 60.64 — — 1 � I 2-1?156rZ5 (;4° I' �u;' I3',1" Z�b e,- 2 FEE APJ0T 7o q'e'XB-O � �;b � E��T,.Klon.l �Jpvl�-,o s � I • -- GB" = IL-o" (F ywx)L r--�' -+-----1' r---�' •f---—� N �Xc-A ra L� (l.r+NF-,IL Lrft 2o0 \ WA i, if,`A)P� [ ) 1 1 - l'p-OVIDE ZK IL ST�INbf.�S k.' �� �TEtL pbE,A�I, _ I � ; ,l/a°oG,•SUPPo�'T 57�,INb6�5 13 I I � . -- Noj A THOU) ro WAap-c^D Pc 'IT IL ,7t 4 - - ----- . \ �• I I , ----- '� _ - :�.k�I=tT �I�r�• �?y P� t_?Ca F4T t l�AI,K. /''� `-�•- ---- � I -- ----------------- Btt'ADD(Ib KAf)r+4) — --— --- ---- i I • A,' ---,-T� (Soo+F` r , - -- ��, 1'�,ON )'L,A"�' - ---� �� tom ' I N AIR.k4AN1)1-t= / (Aoo � (quo#) , � 1 , •= •�tP, �D. '�"rt7, r'ON SLOp�� •-- r i % ►�gu.,, �. o JI A� ��.CI �/f FcGtrJ 1 ��aG� �vn .I-I+ra KEG tr. rL U' Iz>✓> izuzk.S r o }?vr'f� .N1s�H� Lcx�i� - � \VALo GJi I I.I -- _ r' — <, 1;�IT �I�t =-1; �l(ZHlrNt7 � 551 ,� -o'k �'_a AEU�'.�L Xt,'LM G!'(fz)' Oi I,6 ' c,Yp. 1�>p��pts It.!j L' x Q' I --- 11 02 r 5��.1-lam yl�o" _ j-C u G 1 3• S" Z G��OS� 44 H f I. - p 4-%. ZA AA \Vb•JAHIb — e pk4 Ao VrL.C.044Z,� •; �►�'( $� — GYP ►�/i�b�Nt 15.c.1;�r� RI N1t, - IL. SN'(.V14il. U G1i� t3s�.y/!✓pox`( --- — - -1-_---------._._. _..-.- -- -- -------.—__ _—_ ..�_..--- - �' 3 N 'Y U G �8 '►'OIL � - N 11 p —. 4�.H11. 4� mf ZI ---- o poF�a G n u u 11 ToIL p u =►YR ��; ihpax�( II - - -- - - z'_q'� a � n k U -------�---_. _.-------- - --_ I � pA��E G6tz•.G'6-� tlrt`ti't� 1�•,lpbt►�'( 11 — N1 47,yINYI, +� -- GrY1' eta/ E;?o)cY — — — ----- -- u ©F>✓l Cc �o M -(AL. 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C+� - X 1�rarEts 'je�J7 wOc eG ►MNei w� M�Zk, GAP— - � L � . { �2�rxa��r _- � 1NN��'� G�Y�� ..�INf�L�S -- -- - � � � � ; ' E- --- - --• fi`'1tyV //�1 D='�1�ll�pl� •- 1y.,'--- - _- - - _ _ __ _ _ _------- ----�" 1l �jp + Jy )�F///L// /♦ _._- _. __-...._. - --. - - - -F. -- _--__-- ---___- - � I I I I t --N1�1 ,V ��f•� ` ( , 1�4/1 -- ,iv• 1 V 1. lXm IKt Gogh r Y (4�t� . . --- I I 1N D --_ -- - - - - . GD�IG / �!✓I ` INH�'r� AWM IN LEP�D�It. GG�Y 'Zi! � . 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INC. ��°`�•1�� r°��.. � �13+�.�5. � ARCHITECT . SCALE L.'F r ai es. 2048 t�Aoi[ ENG VLF o i ice.` " a HANOVER. MA88, 02338 TEL : (617) 871.2101 DATE I A 6 wr-r- FO.9-1x. Afn A .. •._ _�� 6.usrEN���� ^cvt.�y^'rc.✓�� � - �u��PEk � ar.:,c>�;,e•1�:s��, I f3C<.fi�- P•`11PM GNvQ I - AEU M a'r AA r'f:A A iW_j _ I t ? o ��; s��,�.r a2� o! ��= ' SToF,E. r�, f� �14�z o I �vfl,�T oii,F_ c, =� �~! - o' 7 r r-oar 3 8----� tJ� i i•i.,,N.,N ,N` 17-,r�� � _ _- — _A(.u,W(w;,.ttr, . "1U��U� • p I � I C) � 1 p , I I i I � ol II _I 5� >�iC, k.� G �Z �7E `J' lOh! G ��. ,y(•`• � �' I E 1 N Fo E �T ilFiCfrl. 5tAe- f 501L, T !v+CaiL L(E-f}iYI.EN� Vh�•(� Ph%f'Jti: t - - - u1.)nl5Tuk:�k.f:� Sc1L cc i' s ljo <Ord7ltiUG:;�a r u ICJ �� YPlc.h►.Swr'E i , - - --- - Cap � � . __- . :_` � -Uc/v'�M - � ✓''�- ';'%VAN`' �� �._�_, Z`h�"SLI�- .E . � , c � � � I641, 9 / i L.r %H!-Y uet. : — ---- -- •l�e8 l,�.�t�D,�•—'-- r- j �,le.�_.-_ \\\ IV E_N U I.GC :151 RAL, I �2 , - -� ,. I x(2 KEG ►- ---- . }�_ - +�2'�s rN,G+ '� � ���� / r > --� ., � , -_}-` PLATE �r I L. G-.L '1 - i -- --�` ✓'(�L•1.1 N X i 9 1 . - 1 A I ca -. _... - - - - - - -- ---- ------. _ - a �J -- - -r- - 7 _.----- 1 - r--�_ :_�-., :_:�_�_.�--� } _,_ - �'�j���;�Nl`.�F-1'�'(t��.,`'T/41� � � � � i I I ., � � -- �t"� tl�►:._F�E ,t�P� � •f � _,.._- 4 l I - -- � # I �I C�'d-•Yf�NfZ� I,D• �lP✓ _ � !� � I I I I , - � - } a ----- � \ � -- - ---- _ . -_ � � (,�a � �.; 1 Pv L'(��rt Y��•N E Wt Po K �+,t,;r:_14.r.= '�,�� �, U 1 , �- ---- _ , 1 ; — - --- --- i�� it - - - - _- -,-�:_ - , ' :�✓+ �:, \� � �Nl t �(�T�.)i? IAAg':�. ��/� �. _ t. HIT C1 SCALE AR CHIT {✓i i 6i t�f..-li{ I{,% N ,... �_ r _ _ '� _-�-----• �� � * 'I"16 L t 617 a 8 71 = 1 10 Tvq :G tax) tr - U14T fy 6A'fW�LI 1 IlwAlL t MANI 1 i _ J 4 I N( 'F 6;L 2 t r` -- .MASON i -• -.. y �T .; .�:�. -- --- .� —. ' ;-,. � �:�ctlNvo�7s� P 5 � I , \ 5 �KiUK yam;--.r�-�t'�.... _ c:4 "I.,�,'C`'iC , MINIMI-�M L�,G :,'�?.► �,u,;U ;tJ`. 1'.A�1�.1� `� Ace ACP A1-0M/ z I" ALUM SL1' Ir-G x +G - - � I � f itV� rt�;tt2S fiRAT or- 11 I ! THE 5EA`50N >r?p, IZAII. fAINM IY4glX;Gtft)cp '(N 5E1�`7�►J`7 - j 4 1 I � �� ,� I � j , IJPPwk Skive"I •� K � e (p , , ` � .`.---Y 71'��uI,t o� r• a LPL 74•-0" F G J 1 .. ,_ 00 "Mp F-AtN Lf,�q' .• i QLot M. liz FE G'•OtJG �t�-�' V Tr�wa:1,GN �ITvM,N �_ TH5- �EA50W \ THF- f. 2'x2' �,�� o�,,. r ,�Y.�•.. ' � 1 pAMPI'(�GhFI £-A6EM� tRPw�V oNf ITEM Nouti —_ 1 ,-{ , I, INI N1 Wi , `T 1 � �f,►I.+I% f �� tt r r YY Z A _ ,.� � ��Y - �,aT.va�K� •e=30 �Lov��-{ri I t,.ls�.,(.�T,o� � Ic v �r • y _ i r '(0 r ., NOW 131WP!r�C{�IbuOG, j2 Ace m y --- L I- ; o w E K tlH0wF4D. 0M o� �" 1� I� I !YM.{I'� W I -- it tp A v �'x✓. F.hi' DA L I j tL'JM{1 I Uk1 L I,CIINU �.. - t.QY 1 P.+� �� I # �---- - - j •� £ .v /sue - �i a � � I I 1�R`� -'' '�• _` �`? I 1 \�/ i'j'r GAF `cri11 � - —____-•__—_.._ — I 41 16 OLr L*� Irr^' • 1' I 4rxl"`W�Lt0%). 11 V-L�'•�"CJ4, OA t, : } I ii V WA 'l • ^3b 4. _ PIZ, I. - r lop- Is `�� i ►--s�t,�>✓?}�YL�1� VAS. �i242Irfz.` �` � .,, //�f .. J 07 U I W ! , - TMFI ARCHITECT SCALE Yj'Is 1'-CN Lo �Q7 2048 wABlCUgG oN s7mj=r HANOVER. MASS. TEL : (Biz) 871 2101 MJr DATE �` I e , i SECTION 5 - Metals 3E Glass SPECIFICATIGNS� -T u•sss: all lass shall conform to the requirements of Federal S - 1. Submit shop drawings for all work to be provided under this section. 9 Specification DC-G451C. GENERAL CONDITIONS FOR THE CONTRACT FOR CONSTRLCTION: A/A Document A 2C1-1976 F AIL I/A FoFt D,:, W/ %11r GYP. P,P 1'AF'FJ� is hereby Wade a part of this specifications as fully as if contained herein. 2. All structural steel to be ASTM-A36 and shall conform to the latest specifications ��' ; to iv? W� `TPf'INca I&>� '� of the RISC. 2. Tempered Glass shall conform to ANSI 297,1 - 1975 and shall be permenantly GENERAL REQUIREMENTS: labeled as tempered glass. 3. Steel joists shall be fabricated and erected in accordance with the latest �I ( L IrLC 3. Insulating Glass conform to the requirements SIGMA Specification 65-7-2. ¢ I c� :. All work shall conform to the Massachusetts State Building Code, local zoning recommendations of the Steel Joist institute. / -+ - K 1 ,� {�t.cw - N �� L ,y1 s I �rdicances, national Fire Protection Assoc., Health Department, aria all ether Insulating glass shall be guaranteed free from defects fora period of 10 years rOl" Ir "v F f rq•x-A. Nc-1E.`"� a�jencfes having jurisdiction. 4. P.li bridging shall to connected to joists, beams, and rascnry walls. from date of completion. r E� Di;TAA� IiA•�+� d High Strength Bolts as required. 4. Sealant: Silicone sealant conforming too Federal Specification TT-5001543A. 2. Submit+.als: The Contractor shall submit four sets of shop drawings for approval 5. All shop connections to be welded or g g of tnc Architect of each material as indicated in this specification. 6. All field connections to ASTM A325 High Strength Salts. 5. rubber Extrud-d Elastic Tape: Polyisobutylene - butyl with integral, continuous - - 3. The Contractor shall confine his access to the site and limit his work. and rubber shim. ere 7. All structural steel not encased in concrete to be painted one shop coat red / �`'�' storage c� materials to the immediate building site and not interf in any 6. All glazing snail be performed in accordance with the standards of the F.G.M.A. � _� - � � Z3 y P;•I'}1/a„; -♦il�"t-C i way with the business of the Shopping Center. oxide. Glazing Manuai, AAMA ana SIGMA latest addition. / \� / 4, Cebris shall not be permitted to accumulate and the work shall at all times be 8. All joists, bridging, and accessories shall be painted one shop coat non-asohaltic 8F Sectional Door - shall be insulated steel door 426 series by Overhead Door Corp. keptsatisfactorily clean. At the completion of the job, the contractor shall paint. of Dallas, Texas, or equal. /� BIZ �� tt, I''�hM 1 • thoroughly clean the building and the site, clean all class, remove all stickers 9• Metal deck shall be equal to " aheelirg Tensilform 50" as ranu:uctered by and protective coverings, change all filters of equipment used during construction, .( r M6.A a Yc N Wheeling Corrugating Co. Wheelinq W. Va. Deck shall be fanned of cold rolled 1. Face anel shall be 24 auge steel, back panel to be 2E au a steel ��2 Xlti Jf✓ �,c;,h�) ,a,\ ` P 9 gauge panels. _ _ �'�) + �� clean all floors, sweep all pavements, etc. 1 \ ` steel having a min. gelid strength of 95 k.s.i, and nominal flutes of 2 1/2" Ditch - _ r ( ' I ...� laNl'u k�tl. * r 'f1LV� G p and 9/15 depth. Sheets shall be prime painted 20 gauge material. Plug weld to 2 Tracks to be 2' galvanized with weathertight closure. �* ( ' I -A.F- ��EjP�lr- I"/AC.. F01 k�IIVn )� Close Out: rpvide maintenance and operating manuals and standard guarantees j _ _ _ far all materials and intenance incorporated into the building. The General deck through special welding washers according to manufacturers recommendations. _ �IITAG�W`E N T rU C.C>t.• f ` X equipmentproject shall be new, no splicinc of members shall be allowed. 3. Door to be mounted on pressure treated 2 x5's expansion bolted to concrete wall. Contractor shall provide written guarantees from himself and his subcontractors 10. All steel used on this -- warranting all equipment, materials and workmanship, in full, for a period of -Jotweile months from the acceptance of the building. ill All s+?el exposed to tha wencher shall be hot uippeJ ga,var.ize: ' , Wing railir,ys, 4 Ir=_ulat'.gr to be ^xpar.dec Iolystyrene. corurrd; bases, bo�lares and gol,s SECTION <: - ri^fishes - Z`Z r`�c-�Nc� SECTION 2 - Sitework -- u T _ - � �q• a� i:A�. �r1J� x I�g' z�lc?F P•�'>^r'.i"` SS_T:ON 6aroentr` g_, aypsun, wailoo,rd iU Y{.L!'iS, XTF;N{- I- r.; `Il� - ----- r LIJ(,ATioH5 1. Excavate to levels shown for footings or to subgrades shown. 'if excavation is 1. Submit shop drawings for wood trusses. P L-Y Wes'p 1. Application shall be in accordance with ANSI-A97-1 "Standard Specifications for arried below proper grades the contractor shall replace excavated material with compacted gravel fill. 2. It is the intent of this section that quality workmanship be employed in the the Application of Gypsum " Wallboard and Sacking Board, Including Finishing. ! � '=><'6N� tCJi' c:aiL`f.v GF ' � ��E-� "l Yl'Ir.AL EK U.WA - completion of the work required herein. Every part of the building shall be 2. Non rated wallboard: 5/8" thick do studs 24" o.c., 1/2" thick on studs 1/2" o.c., - 2. If unsuitable materials are encountered carry excavation deeper and replace the completed in a manner to present a finished appearance with no raw unfinished - - ------- - exc;v3ted material with compacted gravel fill. ,r unsightly conditions exposed. 5/8" thick on ceilings. GVEvE k.LAP, Gr'%xL F'( 3AMiN, I \� NOTf_ DE•T^IU /A-Co 3. Remove from site and dispose of all debris and unexcavated material not Weeder. 3. Items of carpentry, unless specified elsewhere, or specifically rated on the 3. Fire rated wallboard: 5/8" thick, type 'X' gypsum wallboard. { for, or unsuitable for use as fill. drawings,shall conform to the following: 4. All wallboard shall be screw applied using type "S" bugle head screws. 4. All filling operations with in the building areas may De subject to inspections Structural Framing ( 2" nom.) no. 2 construction spruce or her fir - Al0 of a soils testing laboratory which will determine ay bemance to material and Structural timber over 2") construction. a 2 her - fir 5. Use wallboard accessories and compound as recommended for a professional finish ��� compaction. Plyywood sheathing not exposed job by the manufacturer. Pin view or weather C C plugged exterior fir plywood 5. Gravel Fill: Place in 6" lifts compacted to a minimum 96< maximum drydensity walls t;" trick 5. Wallboard joints and screw head shall receive a minimum of three applicat cps of at all locations within the building limits, as a base course for all paving roof 5/8" thick ^ compound and shall De left smooth. and concrete walkways and under on grade stairways and concrete pads and apon<_. f _-- _--- - ---__ fir plywood 96 Acoustic Ceiling System Gravel fill shall be well graded natural sand and gravel conforming to the Plywood siding T-1-11 Ext-APA - 303 ' y I 8" groove orf� 1 Aires��} '; _APVV , yii '(4 -0 i 7Y P (_AL_ ExT WAi..I following: 1. Panels to be "class .4" noncombustible mineral fiber units 5/8" thick and 24" x 48' �N• �1 jX;, �'�j,�L :t j� j II WES( `DOE OF P�inG U.S. Sieve Nn. Passing By Weight Wood shingles Extras white cedar Tile shall be natural fissured by Conwed. (� - _ 17 V. �.' j #4 and better 1" x 6" rough Eastern Pine. 2. Grid System shall be heavy duty exposed grid system for 24" x 48" panels. Hanger i d / �+F� g�,{� �P 60 j2" and larger 100 Ciagonal siding wires salt be number 12 gauge annealed milled steel galvanized wire. /'LAIN` IL,' - - F N`�MI (� ' 3 l" 6C-100 p4 25-85 Wood trim (exterior and interior) Select Pine i �'��r.> �;.,� r-�(a �r`� - ,16 iG-60 3. At completion of work all ceiling surfaces shallpresent true level and plan - _ 4 MIL ILYE;ih Y'�-d1� surfaces in accordance with reflected ceiling plans. All surfaces of the the rJti<�'' `FAA ^F VAt c%k- A r- Ci-2,. M50 4-30 Fasteners forexterior siding and trim tc be hot dipped galvanized. .'tc .�M: hLtfh,ti(.t C�GC•1� - -- - - - 1 1 �. � j � � and suspension system shall be completely clean and perfeC�t. I .IG '` 51� t 2<� iT l�Uti , L'} o.•, W/ 4. Aluminum faced plywood (at exterior soffits) 5/16" thick "panel 15" by 9C Resilient FToorir,g '( -- I ; * Lt,�. FAc EC1 IZI`i PA i T5 6. Sand Fill; shall be placed as a bedding material for underground wires gas Weyerhaeuser. install using molding PA - 12xh at joints in matching color. 40 pipe and sewer pipe. `_and fill shall consist of well graded, natural sand free Color to be bone white. Install using adhesive and panel 15 nails as specifiec 1. Resilient flooring shall be Armstrong Cork Co. "Brigantine" sheet vinyl cut to fit +from organic or weak corpressib,e materials conforming to the ollowing: by ,anufacturer. each room with no seams and shall conform to Federal Specifications lio. L-F-475A, Type 2. Grade A. installation shall be in strict accordance with manufact,.rers. 6Ct,rA•cp F �,k ,,� _ - -,- r `AwN w/ C VE."4' AAOG. U.S. Sieve No. b Passing By Weight 5. rood preservative shall be Usmose K-33 as per Osmose Wood Preserving Co.(or equal). instructions. 1 _ _ N #8 100" Provide pressure treated wood preservative products at the following locations: jj',A(�� jh'� `;. '..Z ---- -.. 2. Base shall be vinyl core, factory rouldec, set on type .GEC gauCre, 4" high. y ` ,ti �~ +50 40% to 15% -- ------ -_ _- - - 'blocking in masonry walls or concrete (Use strai9nt base at all locatinns to receive carpet.) - -` PL/+sHINv W/ Y�EEI'hc.•�•..I "_ __ _ - -�"*--� F15E2.C.r•A�% SILt, 5r~ALEjZ 0100 101. to 2" + r slabs. - wood members on foundation walls or concrete KT :- R200 5% to C., 9D Paint (submit color samples far Architects selection) `�` 1� E. Building felt or paper ;hall be ASTM 022E, 15 pound, non perforated, asphalt ly 7 ' All 6intin Y P p 28_l. Bituminous Paving; shall be class I Bi-uminous Concrete Pavement T saturated felt. p g shall be done b skilled and experienced mechanics, all workmanship Type I-1 as snail be of the hichest quality. All materials shall be applied in accordance (Ih{,1. I•. j4 d _ I 14 --defin,�i in section M3-11-00 in the latest amended edition of the Massachusetts 1 f \ Standard Specifications for Highways and Bridges. 7• Fiberglass sill sealer shall be 1" x 6" as manufactured by Owens Corning or with the manufacturer's directions. Only top quality products of a recognized I � � - � /�- `� ;, � � •� '� p9 equal. Use under shoe @ perimeter of building. manufacturer are to be used. 2. Paving shall be compacted by rolling to a true flat surface pitched as indicated ( d System Schedule (S `Y• r ' / r 3 YPI(AL. P�A`� T 8. Wood roof trusses: submit shop drawings) Z. Paint herein Williams or equal) such that when wet, no cuddling occurs. a. Trusses shall be configured as shown on drawings. -Exterior Paint Finish on Metal (over shop prime coat) b. Trusses shall be fabricated to withstand a snow load of 30 lbs/sq. ft. a. Touch up shop coat. / T� r„ Ir'�, L',, a E.T Itii i I - Z" c a►k�, FCUN11r°.(l✓11 3. All honeycort, surface projections and joints shall be smooth to grade. a bottomchord load of 10 lbs/so. ft. and equipment loads as shown on ceiling b. 2 coats Pro-i"ar Alkyd Gloss Exterior Fir:ish / �J -_.._l. : ;.�,.r •? N, ;. iRcw ELE� •'N 17An1r,:Lk FINfi, plan. -Exterior 'good 'Work , r- _ -- ---- -, a. 1 coat exterior wood primer y24 W16 yt vl/rIEE;)r 5WNN GCA^ 2C-1. Concrete Paving; shall be 4000* air entrained mixture. SECTION 7 - Thermal and Moisture Protection b. 2 coats Pro Mar-Alkyd Gloss Exterior Finish ,.: II „ r T; Exterior Pt wo,�d a t _._ .. 4 I f£.LY`.T"Kr-Kp Z �4fT MPS �� GR 1- .40 2. Reinforce with 6" x 6" - 06/46 wire fabric with side and end laps of 6 f S v � A 7A Camppr_o_ofing and Caulking cats o ems Transparent Olympic Stain PoWq v, 3. Screed concrete true to grade. Steps and paving snail have striated broom interior Gypsu+n Or all i:alls aria Interior Fainted Woodwork 1. Oanpproofing: at exterior face of concrete wall below grade with habitable a. i. coat 1011 and ..,clod primer 64S-WI. `` -•� ,t '� GAI�-� l p4 a'1'j finish and steel trowel borders. A space on one side t. 2 coats ur•n-Mar Lerax Semi Goss Enam_l. 4. o^ r, all edges Provide t" expansion joints where walks auut curbs, 'use fib:ated Crowe; damporoofirg _onforming to hzderel .,,ecir;cat or, :'S-C 1532, Inte•,icr Clear Wocdwo,•k p. iI �i�M ��(2' ( I' r•��(1k - 1. s-al L< r8G Fihra.`c ".rower C>rpp oaf nn by "ar:,ak GSA •:a' Cor:., m. ] co 'nter,or •,did c*aim A- fbi-1'4'lt k U buildings and pl'tforr^s. T'r` Y ydr tide .,stic y Gcnreborn rr 350 Trare 't.?tic by Weotex (ar e4ua'). ! 2 coats Mar-Not Fat4n Varnish. 1 § 'Interior struction a co Metal -- 2. Caul k4na: all Items of aissimllar al !f Concrete in,Use wall pal orethaoor anlantteoItframes, louvers, asouanufactured ox coatsat Pro-MarLatex omer s Enamel. SECTION 3 - - to exterior walls such as door aria window frames, louvers, etc. "" Gloss Enamel. nent v M J 1. All cast in place concrete shall be in strict accordance with "Spec if,ca t ons by Sika Corporation. Color as selected by Architect. a. 1 coat ro-Mar Latex Wall Primer B28 W1. for Structural Concrete for Euildings" AC1 Standard 301-72. b. 2 coats Tile-Clad II Enamel Hipac Coating. 3. Back Up Filler: White or grey non-absorbant closed cell foam polyethylene. 2• Portland Cement shall be TYPE I conforming to ASTM C150. Aggregates shall corferm Size to be 30. larger than joint to be filled. t- - - -- to ASTM C33. Mixing water shall be potable. _ Reinforcing steel shall comply with the requirements of ASTM A615, Grade ED, for 7B Insulation ' Deformed New Billet Steel. N,'1f1T/. ALUMINILi(ri, �{>MC - "(P.U1i`� L'j . 1. Per-leter Insulation: Expanded polystyrene board. Insulation shall be IS' -- ` 4. Welded Wire Mesh shall conform to ASTM A185. thick with K value = .24. install dry against wall while backfil.ling. µ' vv'N 11 F- A u IN\'N l i;/Y'. `SI L•L. { _ 5. Concrete shall have an ultimate strength of 30CC pounds per square inch at 28 2. Blanket Ihsulation: Flame retardent foil faced fiberglass insulation in rolls *-`•eJ FIP�I:IZG LA` 1 5" and 23" wida as required. install snuggly ir all exterior stud walls and in * N/ k.FZ ,F i days- The proportions of the concrete shall produce a r,ixture that will work ANS`�OR. �AI�FE<. V�NtS � '•:A' f.lJ A\(L T'^� \ r readily into the corners and angles of the forms and around reinforcement. Anceilings where shown. , air entraining agent shall be used in all concrete exposed to the elements to _.- produce an air content of 4r;$ to 5 ". 3. Blown Insulation: Shall be "Collin Craft" as manufactured by Collin Manufacturing i Gt�•1Poh,._r1 , u Zi A'-Jo- S t Inc. or Fiberglass blowing wool by Owens Corning. Instal , on gypsum board ceilings `-EE 17F TAIIV I/A6. FG� =r' T`' I;ALp JT white ;nowo on th;.knes, ach;eve R' factor indicated on drar-ng;. T r K ) 1 �F•L_IA&v'TI,6: 6. Vibrators shall be used to maintain ccr.sol illation. Segregation of materials in I Y CAL F.CX.F I^IC� ., �A:,c;A .• .- - - _ ---- -the mixture is to be prevented as well as the collection of excess free water 7C Roofing and Accessories NC, F on the surface. -- 7. T, f +h 1. Asphalt Shingles shall be 225 pounds per 100 sq. ft., Sal-Seal/15 shingles as 2.(c �: J ,he slump o e concrete shall be the minimur that is practicable. The recorren d slumps are as follows: manufactured by Celotex. A row of inverted shingles shall be used as a starter - de u ps o course. �' � I � ,.. �,••'i•'�..,, ��' . Slab on grade 2"Footings 3" f -- 2. Underlayment: No. 15 asphalt saturated felt, non-perforated. Apply underlayment - - -- -- - ,;- t-�L- Irk W/ ��•R.kc_xa^1FJ.: I .. ,,.✓ ter-,wile. a, ./ , Reinforced walls 4" over entire roof eck lapping all course. L:I Grade beams 4„ / t ✓,!/ WEGN -- Fastener: Use large headed 'not dipped galvanized roofing nails. - \, " --- -a ! F`L,A`,•HI'•I<� NnLt..`:-------- - 3. Concrete shall be kept moist for at least 5 days after placerent. J - metal drip edge - aluminum P F+cFa7P5Ai(� 1`' ;cl� iw! r_cFtPovA' r in lndard gwhereysalumi P 9 LIP I _ w I A E!% -- ------ - 4. Gutters: Shall be standard ua]tt aluminum refinished utters with compatible 9. Auequace equipment shall be provided for heating concrete materials and Protecting accessories and a 1 r Y' 61P 1150 ;N!-i(� + �/" _ I fl( 'j I(� v j 1r Qp�' Nc>FIL % - concrete during freezing and near freezine temperatures. All reinforcenent, fbrrs 's. fillers, and ground with which the concrete is to cone in contact shall be free flashed at each shin le course, ' EST G' f'LYWP W1 SIG FELT _.._. TPEL �II•,`t h Pa.INT ----- --- --- from snow and ice. All concrete placed in forms shall have a temperature of 500F. Flashing at roof shall be aluminum sheet step 9 Z °4 5 ?,t" C• -fA6 T EN f - II LJ or Phi her after placement. Adequate shall be provided for maintaining his c - la in under the shingle 4" ano u the wall 2'. >, ` - l OLJTt-ll? --- -higher afterP G ' P r lapping 9 P f,40 TO 6A4 t tom erature for three days. ,he protection crovidec for proper c:.ring shall �LA`�+INU `N/ WEE LICtE: hE1�IME(t;F` i 1 SECTION 8 Doors and Windows emain intact at least twenty-four hours after artificial heating is discontinued. - � -'.PENi.�Er: Ac-oJ`yT;La•t.. - - I L Zs}-'pl " e use of salts or other admixtures to prevent freezing is not allowed unless _ -- - 8A Petal Doors and Frar.es (submit shop draw ngs) WNij1- ALUNIJNII^ Fi•AtAE -- -- -----� -- apProved by the Engineer. _ - _ _E unit t.l NL4 }i' � ! ' ; 1C. Reinforcement shall be accurately places according to the plans and adequately 1. Frames shall be combination buck frame and trim type, knock down for drywall secured to position t concrete, rental, or other approved chairs, spacers, or w/l�pt�T LX,�AIt`EJ ,- k,lE dl/ rLYLENT VaFOt� i j frames, steel to De 16 gunge. 4 I 6/a" - ties. The thickness of1concrete over the reinforcement shall be as follows: 9 9 9 ( x�°�.�t? 1"><(Ov/a'r �JIt.�C�r`41S Q�lLy • --- �GAI:[ TAPCD, FiLi6HGU.PAiNTIZ> 1 2. Doors: shall be 16 uage steel faces with 18 ua a steel internal stiffiners Concrete against earth without forms 6" o.c. e ~ I j 9 (, ` ,,, doors scheduled for 3/4 hour fire resistance shall carry an appropriate L_INTE•t_V V•IBxl3 ,,-NPI[�„I•-� L r Fire Doors: dog r IZAMSM7 A ZX phi Concrete exposed to earth or weather with arms 2" - 'f I i:nderwriters Laboratory table. hLU/'IVNiUM rY- � ` Slabs 2'r" f\N.� -----..- - - ^► 11 - 4. Doors and frames shall be fully prepared by the manufacturer to receive hardware. �- - - 1 .t I � At the time concrete is placed, all reinforcement shall is free Fran loose, t thick rust, mill scale, oil, or other coatings ttat will destroy or reduce bond. 82 Wood Doors 11 PIT '.cos ;` watts shall be smooth and level within I,". Slabs shay be not vary 1. 'And doors shall to flush paint grade 1-3/4" doors. t more than ;" in any lC f+. dirxersion. ,. Z. Toilet ano closets stall be hollow core. --- --.-. 12. testing: STu,•p tests ana the fabr',,ation o," te:,t cyl 'cders shall Dt carried out r O� �j i%„ 'n tilt field by is qualified independant. cestino laboratory as directed by the 3. f'r: -ated shall be �e;id -cre. (%r�.�l-LU� I� l 1�. ZK(o F-IM1'c,4G0 WC7)D L'AIL- Architect. r 1(1"1 -' N�/ds�• �� c �1 0� = F, �" >� { 8c Aluminum Entrance Doors and Windows y UNTIiI(jbtl PLATE NAitt=l` _ (�T I� IJ_ - J+- 1EEL lUL?:E SEE PE f ty/Ar�- rf,V•A,Gr' c� J 2.A '!� I i o('OFwrx)vc.r.;u t' SECTION 4 - Masonry t gs) shall be extruded - __-___ 1. Aluminum entrance doors and windows subrit shop drawin , /,u IL TUF vF E E I N� T 1. Brick shall be "3C Smooths" by Binghamton Brick Company Inc. to match the existing 2" x 4" aluminum tubing (alloy no. 6063-T5) with 1/8 wall thickness and a white !i+'•� IiN{}`r--✓ ,pti.L�w{, "fil'�.�'r�i r"-- - - - I brick at CoLuit Landing. takes acrylic finish. / Pk'�B Hl>SINL, •. 5� 1�1�,1. � '� �AZ� � � �„ „ I�i s1Zs1FfiL•iL 6E 12�3•ru'o1, , }' ; _, � • 2. Mortar shall conform to the proportion requirements of "Mortar for Unit Masonry" 2. Exposed fasteners shall be stainless steel. _ p Po eq _ ASTM C-270 TYPE S. (a part Portland cement, .5 lime, 3.36 to 4.5 sand) mortar --.-/`' i t r T P f LAILe. l shall be mechanically mixed. The use of antifreeze liquids is strictly prohibited. 3. Weather stripping shall be two woven pile strips at perimeter of all doors. - JJOCL� KAIu W. 1:7M t;xcP,IN I_'F.O a EXP. LSC LT 1C Thru•wall flashing; flexible plastic flashing shall be Viseal, type 20. Use -� I C Gc yL PtALE(5) - ' I/ _ L•� La1Jl�. from that supplied by door manufacturer. b- , y a. Hardware shall be selectee with VI-Seal Adhesive lapping Joints a' least 4" and bond to asphalt paper on Each door to +acolyte: - ` _ r - . - ` 1 wall sheathing. 111 pair of butts Gall tearing action .r�t� O �4"4 wL ,APE 5 EQUAL K` G• - pull (st le 'T' b Kawneer) _ n ' ! �/ P.�•, " r y I SPAL.�L7 gE��rEEn 5,7F�t_ "" '�� 1kfJcDS 2�IL�s Lt1Tr q 1 Push bar (style 'L' by Kew r--_-__---._ _ i TIJgc`7 9 ©c-+ T 4. Ties-,use brick veneer anchors, galvanized 16 guage x 1�` x 3as" long corrugated I closer surface mounted �i1�INL 'O I P A"'::' IJL x ' �I fly d - LY�n[�I> f�IS �U tLT �r NA 11 �FAM - r�I� �, E shank with 1p,' bend with hole for nailing. _ J' h -I✓ 1 deadlock Ties shall be used every 16" o.c. vertically and 24" o.c. horizontally. G r-- ----- f To TOl' O F w L U 0 • 1 pair alum.•,. flush bolts (at double door) I n I ^'V'1 ' �-' N 5. No masonry shall be erected when air temperature is below 400F. unless Weans i aluminum threshold + 11 ���Y� i �U�tJA�IL. y L- vikvNED wc[:PG E-Pct OF approved by Architect are provided to precondition the masonry materials and protect e corpieted work. SD S1i_Girq Glass Doors See Winnow Schedule � ,< I E7gP,1 r(I3NlC`-LHEU :hIL th •T s StblfZ GA(}7 ( P5F1-e^� 6' 7 TU Control joints shall be installed at 30'-0' centers maximum in all masonry walls. +:m4- 6. /\ - Build in premoulded joint filler and surface with sealant. r '� r rtC� ~ V i 1 12 4 7. All masonry shall be thoroughly cleaned with diluted rrwriatic acid to remove all mortar splatter and dirt. !:W-LVAI�I STEEL ,- 1 � +TG �iGl,ic�'T�. `\ �H� �.-}��'C' f .I -� �'- '► till.. ! f`�i�.:.>, �� 411+ o u I - JAMF.:lSi M. im-Mr LEMM INC.RC N T 4 L 1 T) /AAt,,a ARCHITECT SCALE Iva Ivu Go 13 �I wASH><NCrMN STRX3rr TP:L, (617) 871.2101 DATE V1,6,r614 2V i'c�� � t � t : W , I I y r • ti 1 J< �c/C G J//C3 f Se iRr -! 4 ~ ",''N h_ t♦F � - I i �'• � A �t7h�F �.Er.4Nt..i.. � _ __ - ... ..*_ .��''a '. t� , f �..., fyr CG ,:1 I �.. n 1 '`..t..lr'�='^ s'. ,.. � ♦♦ � I �� l;.X %�.. .. ,t'�. �+" f }# rirA- } i f ; raj`_:,ti..}P, ! "2. �,_ v� tic ,.lJ ✓�'L'. tf --'- ¢ x 11 .C /L .r/ 6o" t � gorr% r4. 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' ;g`.+�..,.•fr I � _— _ � 11 ��.UG ��� J01�'(h• I a " a At - r z , r i I , C 1! '.Jit7.4 J � f�►11: ,~}► �',(rj' �j Ytr�4�. �r i` 'tvl' `* ',,( i , 1 - /{( ` " w ,i +�,; (�'rfJ° Y:�. " . ._ NOR 1 j `� t m% `+'�'' �'I"'"`;y�`�" li.i1CHI SCALE .9D�8�i1wR'LNdrXC1�"�e !y""I' ............,,...:. `• _ i jq r '_ , sallaNi:/7 7 R, MA A& OOMa as w_ausnwar ..a..w.s .. J t 6•. ✓r £ 1 ,�,``l Y,+' . { TZL (617) 871.2101 DATE ,�le f x J , F , r r M r r - t pr + 00, i �._ , I , 1 w ' ;II ' � 1 l6A e— 5t4 P5. i p i , U .,, 54 4 4-.c 0-3 o Ao 2 7J r f,. a i 6', d V1126 WEEP P Hex.-'di J a• f'�' j / �J't , ?1 J! Sp4LE.1J �' '%'r? '� .,r,7, .;� °� r go I i 10 r _ 1 .� � I ' i ' i + j Imo-` � j ,_.._, ___•,I , � I , I ? + 'w t 41 : r 4A4 L � •. ._t- ___._ __�_._._ .+ _ �� - r�C;.s ��' �s'S1� .+1101..� t./;,'.� �'6,n'r'4x,„�.. J. E t r� if — } F,,�-L" Tt-1 . i r , �w sy ,�M,�r 1 h•' __.. _- �}_+�r_•,�yyu.�yp.._y..y�y.... -.. y c ":'hip"-Y'•`k!4r+' ��/IY JA rdr',.r`ei,..' A� S�A`i �lilfi".:\o� t�'"•*...ti ik p_ 20 8 WASHIIVG'MN NANO , MASS, t9N ' „ ✓.x '.y t ' f'' s .. TE L (617) I71 -2101 PATE 74 I i c f f f i ; r i 1 ' , ' r5 ¢ 4 4 ��2 x i n rcf✓ �.� .er _..._. C� - . -� -- _ Imo/ - x K ZG W/Zn Zfi p F , a , 1 . 1 ' � 1 rti 1 a I i u 1 I i z i op r I- aps 1, t t i T .i 1 1 1 1 1 ; ' i � I � II � � �J 12X ZJL• ��, � I 1 � , 1 i 1 1 TZJepI tyP • Fait ! + I • ! { s ; w AIwrrrt"---- r let"" 7 I ........... I _ lit {L f XI 1 i i t t j 70 1 ! L d,c 4 x �4 �5'vn.r .�'�a1G AE 2a (.�-.4. ✓off 7rar. ,%�::�! 7 }x ! �tm�i � $ � ,�' s may, r t �a�. D F� A � v x, � x 4 . r !-_ WEGf7 ra f3�,t .y 14 , y r i — 4L 40 ,; � � � :. ro.t Ci JiP {�.�vl� a =. _—�. _ _ _ -- err:___" __ __s.._.._._ - _.....:.�.:. ...- - _--=-_..__r -. • w� G Calf' y-C.0 wF A } I ram/st �-71 I—CA, f _ t , 1 6T1oA,f =4z7✓1D r :... 4 ' �..� t i � Y i 1 47 .b- •'4: .i N ret+f - ' i7^^f""' ''M`�' h� a..�F.r I`+.`..6#e'F`'.:�,,r � ,} j' 1 .TA]!� ]E." ]1tLI. t INC. ' a e - AtCNTE SCALE - y HAND MASH ' RxxT ft•.3.918 ""C'.f.�`"i "'L� (t! }` "• 'e� �"" ''� .2'... 4 sm..