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0867 IYANNOUGH ROAD/RTE132 - 18295
� 1 t i i i f 1 i i 0 � i 0 i ZI I . 0z I i { is 1 i I I • t 3 1 1 4 0 APPROVED I 1 sa }: * ROBERT S. AGNELLO . ,I: _..._._... PRESIDENT T7WNB RNSTABLE Department 3w�. rti, 170 FORBES ROAD �� 1'� •`^ .,* BRAINTREE,MASS.02194 j 1 hi w ,day: x 16171848-6750 + KOALA INNS,INC. 17161546-3200 MA NAG E ME N T GROUP � 5 .. .. .'. .. a .. 1. A S 01605 tel ( 617 ) 799 - 4181 FRF >COTT aTRE M ET WORCESTER 5 oAlA � 1 { V C � 91AV11Y*vv1S ----- r 9 / s % _ 4�5 ^4y•S D�G}1 4N:'.a GtG�'� 5T•1�a.lS:r+iG?A..� BAI.£D e;h.'r ..-�c `\��4* �,,♦ � ,,.� �J ti:+i'.tt1�t�T�.i �tt�`C.;�, ZX? 7"�"f,k'��• e°`` �,L.L._.. 4'. e .t Pea A� ``' la{Z A¢¢ — �` / # 7•N1A W4 36.p ,_.- „�✓i A ���J �ZTp) is t N All N c c IT fill SIG �:; .^• „-.._.... .__.._.,>`-_,_.,:...,•.'''-� r \ � \p.. �i O- , IauIL 6 /� y=, �� 43.E �� -'� v', v � / - �v� � � � �� •jr r � CI+a W L1�iIti i;L \ / 43, t�' \ ' � .(o - 47.E Ilk EX?5';'IN6 /), o 5w(NiMiPv!i, /4 � 4G y 45.2 A f!W,, 4 G _ T f f I•k N GZU► ITS r % ►.A A 1, Ac,L 12..E L4 � -" Q0 N Nf -fy �,.5_ I I �� ` rrltliw 9'• __ %'i __ -- / �`- ���� d5 s, - ar'` - - � �;, "�.°©!> S•1 I O{= i.li'� -C-% :. -flk''_ IG OINI 2.5 11 ' r , v � � ' sr 2�E Y!G ANK — 4, _ , __ I - --1 ' - _ —— -`�' �/% 1• Lam~ � r'�' .) - 3 x cc�r_ 3� y f AGIT` & .� Ls L 3 1LvI ;- r� , i f\, i \ .- 1. 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I t,R I I i 44`L4 �y V� OWNER a '" ¢6,2 / '• I 4 I }"� I I TELECTRICL Ar ; ' � � __ -_�_-_.,__.______—._._ ___-__�—_ _____ __--1---_---».^------�. . _-- - _--�----_...1.. ----:•-..�..__—.. r------t--• - — ` -�-- _ � _ � PLUMB - - - r - .ems. _.: +► .. l " . .• t .. \-_. ' /!,, H.V.A.C.>\ �� U ,fir' I. f 4 F> OP- C 4S• 8 - -- �`�- r ROOFER Q CJ U { 1 �s ♦ PAU I �' 44 F. _ , r STEEL ' Y A" 1 AA. +11 �A l�� —• , �_ �—... G Q OI�rJr> u- .�+•r � , ♦ t,�•,:_rJ t?f'+, r r / � SALVO !t IJ X }.w U'3"�C-_...•_--___ � . � ` � � r l� � �.:! c .- �\ ✓ �._� ``~__ ' c'x GEhAE T G1Z LAZING E t 4k1�1 PJA • __°'. ` C1`L- M , .,�_ 4S• - ... ii _•-. � 41Ct��µ/A'i � RT MA. N ,... 3 w Q 90 PRESCOTT STREET G , ex c: Da_ty� - 46 45 w r 45 _ WORCESTER, MASSACHUSETTS 01605 r __ c, _._ RAWN ATE CALF r , / M u im Po 49.1 <�— ..... ._...._ ._ -....—_. ;..�_ —..�_ - �- -- �, ` POLE" � � ` T CHECKHD DATE DWG. NO. INY, 44,0 '' ; Poi. \ 45�p 'M ,/ 44. 7 4 _ \\ RIw' q,5 y �- _. I .Jt L', _ r { ♦. v 443 INV. 2 . I; - 4'S APPROVED DATE - V — — I O 4s.4 v __ — -- --— _ 77.: 4,1 o I s 44,4 J } 44•5 44 Rimf 44.56 .X14 4 . 49 r•: ' 4 ti � �`''•.��. / , t t � � ;. - - -- - -- Vic_•,: 1 G c:��.15�' y _ - 6a is N f�Y '� I : \ z E=Grr y ;;•E.1 _+{�.� .�,;., 1 Zx� �^,'�,kP,L�,�. 2�'�,,,,,'.��... \ J, ,A • .. 4, :.L.- lzl• 6 !15 f \ 46\1 �\ � (✓ ;\ � • i ✓` r .� c < =tYt 1+ICC>(ataali �'`."}Pt \>^ > D T!)v!�S 'how 1.3 �', ` s \ /, f!. ,\ � \ �� \ \f�a. ; � 'U tZ Ia t 1.J 1Sf.:L j C?':41 t/. I:r•\,.�"�•+•-i A'1'� K�CC7=_ i:l �= � l ) 7�. f '�r-� • Wc_)f _ \� \� \ �. I �1.1f Ft.t >z t?_!:.`��s Gt�'"` " �joA2 i "+G 'mil i 1 G'j"9. M{ i / \ ,...�••'� �,,� \\ {�.,i Lr t nip, ,\ `� �, 1 +t 1 • j/ 47. f PI n# t '� ` \' \ s` 5'. i G t G,r Z Clog, _•lA; {-1 -U�L; - } i% 47 S� aF \ ±� \ -\ , / �• ` ` \ f\ G�Si° G ra M.t4. r1 .calb -•1 2' !' h .0 Z s - {&° `$. 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I ` 'z,o p ft-t 4 S•6 'r /1211 -'%`., Q G� 4 c' ti "-5 t S t. �: 21 Fz; 44o t j , 4 t T - ..,- - D r.'.�r� �,Y:z t*: `� i ��P�<....€;- F�'t -i.;' U N1 �-- .5`> T' ... = '' ,/ -j' �°, /`•_ r:r' 37 rV , 9 S.'> Lt N.I i v 7 `.- �•t'L\/-.. t'. .r 11 r' ✓. �i 1�;O i.9 i l '4`�i 'S i,1 .!✓'I e t:: .` �.'' r�I ' +••� 2�... tea, �. .:, .�c�; \ 1 .� r ; t� - .✓! �L L f'"{i ! �. ,� `•. ,Yl k� '\\ - � A ry � '�►� 1•'E- �f,� ,a' ,r\,.. l_ .. v, 4-�✓ i ( v : t� F i fi-'ti'`� ;i ( op 2-4 r t Q tJ U �-' _ — 2 � .• */ j ' � C ( � 1 f , /` ` I „ ' I'a 1',.,i.-: ti'..�R..'c {...�N L' —._ / � ."\ _ /'\ \ t VQ r,,' � \} � f_... � �1� ,r-- l•. , ul i l � ,1y,x.jrRIM 4r4 I; _..,.-.- __- __..__..__-__ ---- ---�._._.d:_. ----- __..._._,_..,._..._...___._..__.._...-,.w...-.-„`_ --_ -�_w�.�- •�'F� ''rvT ,`�3` ` ..�1 ay� ( l c,Jtwr- "Fi: w,5 TeST=1k�+ t 4' '9 z i i ' / R 1 M• q t�,a Q ✓ REVISION 0 DISTRIBUTION I f a i R 1 M If o �i ,� J c/,!`1 i ir TO I 5 ! - 15 _. 3 _ �V 4o G 44,9 � 0 ' �y� � 7'7 >\ F E D C B A � J i s4' .�- OFFICE r I- JOB T '+rt �..E tt i r ' 4 1 S OWNER �" r TUP >rL 46•c fir, c I ; �� C_ w�K ? i /� 1 a �. ; 1 \ j {' ELECTRIC ` _. ` � f`t �� 1 f �' 'k "" ! .,�� - C,evu�b W' 34�5 I`'�`'�• f ! f � I a ' ! � f ! � i 1 ! � � � .�, �•' e _ e/ '� ,a• , �. I 1 Rp I t 1 \. � '_ {t PLUMB .a :a •Q ,n, ++ - - -' j i l f ` I __-.-_.__ _,_'_'—_"•"_. _ _..—+- -- _ -„'" _.. _ _ __.__ _._._,._. __-__. .. -- — _ A _.,. —,__._} . t � A.C. {'•` L._ I r�j t,.� ,},;' a, ,,,.... 1 ..., •. _ ROOFER v 4 \ � v hl A � ra}• 4 z.` f4F +d LtS, 9 < x ,' / �� r"', \ `` 4 - 1 STEEL ,G� �+! !-�e 1 i� `\ ,'.• ^r . iitt , z � �''•` � �. s. c'al•?1-cam � '` �ti`t.� � (hQ4J7ti� y,l= ",�•ti �, � i f � + N 5 E GLAZING �� HER9ERT MAN�+GEMENT GRGU -- L \ _ - 4 •c ,, ,.: _ __ � S� - t:�•w`a'� - _ r71<tvrwt.Y � �` STREET ,. a I ,, _ ;Ja ` �a. ',� � 90 f'RESCC�TT use V4'O ER, MASSACHUSETTS 01505 , _... . - t j q C 1 RCEST _.. *Y �'?"' -. ._ .. , f �- uQ_SYCc'A;`A`( q . .-•. - - �f.6! 4� �W 47.44 r ._._.-...._.. - - ---. ---_._ -. _.. _.--.___. _. .. ..._..--_--_- _.__- .. _�,. _. DRAWN DATE SCALE , 4 c —_ ----- -- -- _)- G.8 1 - - -- - _— y D� '-• _. _. ---_..rx _'_ f- S tYJ - ~U C� -E.' 14 , , ATE W 6 NO. T CHECKED M t .I �q __ / ,1'� � at t,0 !.G__ .-^ t -,. ,� .. ._, f FBI.t� � t �ISW jU ,:^+ l r .. )l APPROVED y l+ 4, ]T Ilan a \ I __TM ( f iG 1G i'• 441 Y -i- N '{" {fy —4%,ft _--_— . ._._ _____.____. __. _ __.._—___.__. �� • ' .;. ATE•• q ,� 1 - � rr4 4 A A c 1 I M. Y R;M. 44.�z EXCAVATION The contractor shall keep the excavations free of water at all times and under any and all contingencies that may arise, without cost to the owner, The contractor shall comply with all ordinances and regulations of the Town of Barnstable regarding the Groundwater shall be kept at least I foot belotg the bottom of any excavation by methods which prevent lass removal,, relocation or protections of existing town property. Active utilities shall be protected from damage of fines or other disturbance of the strata. if the methods employed are inadequate and in the opinion of the and removed or relocated only as indicated or specified. Inactive and abandoned utilities encountered in Engineer, the bearing value of the soil'has been reduced, disturbed soil shall be removed and replaced as excavation and grading operations shall be removed, plugged or capped. If in the process of excavation any directed with compacted gravel or lean concrete without cost to the owner. utility should become damaged and result in any damage to public or private property, the contractor shall _._.__.___._____....__ - .�• restore to the original condition,tat no additional cost to the owner. COMPACTED FILL & BACKFiLLING I 1att �Q , i Provide adequate protection at all times for all existing property and structures adjacent to the contract limits. The tilling and backfilling within the area of the site shall be carried to the lines and levels required for the, construction and grades shown on the drawings as specified hereunder. ___. ..• -- a� '� '�' Comply with all safety requirements of the State of Massachusetts, Town of Barnstable and OSHA. In addition contrractar :fatt provide for the safety of the public suitab a barricades with danger signs an warning A11 fill or Backfill shall be compacted to the requirements stated bes+w. Fill compacted with mechanized j lights to keep the public out of dangerous areas during the contractor`s operations of all kinds and at all times. equipment shall be placed in layers not more than 12" thick before compaction. In areas which are too t"1 restricted to permit the use of such equipment, fill shall be placed in layers not more than 6" thick before _(y v Excavate all rubble, earth and all other undersiroble materials encountered to the depths, fornu and sizes as compaction. Compaction density for building area to be 95% as determined by the modified Proctor method. shown on the drawings and as hereinafter specified for the construction of the proposed new building structure, ASTM - 1557 - D. H` utilities and sit+e.improvements to complete the work of the contract. Obtain the Engineer`s approval of the exposed bottom of excavation before commencing any filling or construction operation, The moisture content of the fill material shall be controlled so as to be within the limits required to compact the fill to the required density. In general it is desired that the moistur'e content be on the dry side of the Excavation both within and without the building lines and under all areas to be paved shall be carried verti- optimum moisture content for the specified fill material. Fill material with a moisture content in excess of , E, cenlly to the bottom of all depeKits of unsuitable material or to the grades shown on the drawings, whichever is 1.5 percent of optimum moisture shall not be accepted. Fill mat+eri+rsl shall not be placed over wet areas, 1 � P1�� L - ' lower, as the condition may be after a rainstorm. The contractor is expected to control the moisture content of fill material as required by sprinkling. Material used for fill shall have a reasonable uniform moisture content The contractor to use machine excavation with hand finishing as required. as determined by the Engineer. Excavation for slabs, footings and foundations trenches and pits stsahl be excavated for such Limits so as to Fill under and around footings shall be brought to designated level. The bottom of the footing excavation 4 y', �r I allow for the placement and removal of side farms except where earth forms are acceptable to the Engineer. shall be compacted by a hand vibmtory compactor prior to placing concrete. Such building excavation as may be made for the contractor's convenience and at his expense. Similarly, 4��ou.___. any sheeting, shoring or bracing necessary to maintain the sides of the excavation Including the final bracing COMPACTED GRANULAR FILL and removal of sane of the underpinning work shall be considered to be for the contractor's convenience and -- - �` at his expense. Wherever braces, struts or appurtenant parts of shoring and bracing pass through masonry or Fill shall be considered satisfactory when compacted in twelve (12") Inch thick layers, measured before com- concrete walls r;nd/or slabs the contractor shall properly close and waterproof the openings. paction with adjustment of water content as necessary to achieve required compaction by applying to each layer a minimum of four (4) coverages of one of the followings When excavations for foundations have reached the prescribed depths, the Engineer shall be notified and will make an inspection of the conditions. I. A vibratory roller with a steel drum with minimum weight of two tons with a speed • . not t�x�.:�eding one and one-half miles per hour. If any part of the excavation is carried, through error, beyond the depth and the dimensions indicated on the drawings or called for in the specifications, the contractor shall at his own expense furnish and install cram- 2. A rubber-tired roller laving four wheels abroad-and weighted to a total load of not patted fill as directed by the Engineer. less than thirty-five tan. . All excavated materials within the limits of excavation which in the opinion of the Engineer are not suitable 3. With the treads of a crawler type tractor with total load of not less than tfiirty-five tons. for fill or backfill, shall be removed at no cost to the owner, 4. Other types of materials, compaction equipment and procedures as may be approved For utilities, excavate to the exact depths required for structures with a continuous fall in the direction of by the Engineer on the basis of sufficient evidenceAct they will achieve compacted flow for storm and sanitary lines. fills having sWisfactory properties. 1r) The contractor shall be fully and completely responsible that no damage of any kind no matter how slight nor Compaction and density tests to be taken as tailed for by the Engineer. any measurable movement either horizontally or vertically occurs to or in any surrounding street, utility or the __. .._ soil supporting them. ng The contractor shalt save and hold harmless the owner, Engineer and their several con- FILLING & BACKFILLING FOR UTILITIES sultonts from any claims, liens or suits arising from such damage or movement real or alleged and shall repair to the Engineer's satisfaction and at no expense to the owner any such damage which does occur. _ _ R Backfill trenches only after lines have been inspected and tested, (water) and locations of pipes and n appurtenances have been recorded. Backfill by hand ormm44i.pe for a depth of I foot above the pipe and tamp firmly in layers not exceeding 6 inches in thickness, taking care not be disturb the pipe; compact the remainder of the bockfill thoroughly with a rammer of suitable weight or an approved mechanical tamper. tit - s• _ ... __....._.____ h1 47 1 la K N N'._ A,`,S- d I"w - j;:3-1 __--- � Cu'1«= F•-�"�� F+tCr�k ��,i1y y ,e.*)r, M I b At_•JI%I `��L �'•tr 5 � [.)�St- Try S. M. 0400 C(_NG-cp, may("/�f�t`Y1 a �t► r'1�� lrtlt }! {.:p���ei�1� /`� ��t_t n°315 t� o� // • S ��Z_ 5{LEE`v'Is. S 0/• -r wj -�' l� T_Z,1,06R T 1 T S C.-n U P L r r Ca r f Go?--I1" +.� b Q A TJ A f=''1"(' (.m�"> A 11 S� [� S C� t r• T><. $ d z> A�T. 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ROOFER STEEL (-I Y �c t^.{ 6 ' A A , PA L GLAZING } HERBERT MANAGEMENT GROUPS i 90 PRESCOTT STREET WORCESTER, MASSACHUSETTS 01605 � DRAWN DATE dCALE 46&-;7 a I._ 01 , i( CHECK D1 jC- DWG. NO. APPROVED DATE 5tlpy501L 1 "�' �.Ca��/V� SU1550!!_ �� _ _-�U���l.� _-____._� i �-I1-- i LCaAN P-�, `llb'atxli � �� i Ln,lt'h >� /-� '.�i"'a5�lw_ '♦ ( -�• --<--� `� { - ; L csl�! c�Irl Rs A�.. �.c�\�.. ` ! 1V _._ _..__ _ _ --__ _ 1 L! 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VENT r"Pc .- ,- t t - i - -� +, % -' _.-- ' c '• SIDt{ON CW'+Mc3cTe. REVISION � { . �• � \\\ � ,/' z � DISTRIBUTION G F E D I C B A p TO --�'/ 6Y5 7C-M ff 2 \ vx 4 \ / ' 4 U OFFICE t� a3 \ €U�Lltt 'tEl- I �j _ _ tsTZ. f�, x \ / \ X IFw JOB ><3a W- 3G�, \ n. I CA o P�- I I \\ �r:v tit'-, - ' I { :�5� �� / § OWNER a, \ prQ4 \ \ I ELECTRIC PLUMB ( H.V.A'C � t � S�1' 2Er - LOF - - T'0P Et 45. ROOFER L � GAt1NP4 ?6.i i _ 46 - i ! / STEEL H'Y A' 1,j D4400 -- -- GLAZING HERBERT MANAGEMENT__ �., �7' t'"`-- \ s` 90 PRESCOTT STREET ° `f�� -- _, 4 - wa�r+�rzvl�e- GROUP b r �+ :.'-" "`- .. �```- r� 15��^`o G--rC��N_17C-2 A-IA t \I C�_'IM—L• �_ ___.___.___._. _—___ _._ _ _^ ..,..__.__ _" _ _.—....__.._.._.. .._.-______._ ___...-._. ,.,_ ..___,..(� WORCEST•ER� MASSACHUSETTS..0_ 1605 DRAWN DAT6 ' SCALE 2- 17, 76 1" 20' RIM 44,45' WM 61 /''� t t -�--•� CHECKED DATE �DJWGff'NO. / V / p ( }\ �✓ U —�— -�_ APPROVED DATE / �L '•y� k� NV �.A.Ci A- 1 V 1� (r/ LJ V �� V/ p'l �.r+ r. s �4, M 41, k'r.Y NCI h :?A MAHROL& i dN SAC}-} NoLe 4 114 L E -- -- s k - 6 u T La~-. 'IN L E- �- pat=-k ScrzE I::rj \ .__.... .Q. • • . _... - • w •, �! \w _._ ._.__ . I V DRAW 17" PIPE. ( E q E I . u u t y �� �- f-4---- -- LL EA►J .aGK i" o LL 4 P lEb ! � i-' CO --- N � I - I ` " 4 al � ��'`"'''� ��,,I -.... � '- -- - � _-�-•t- cDNNEc-T vF►vT Pipe TU �ITc.i•E �{." 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' 90 PRESCCTT STREET _ -- _ CRCESTER, MASSACHUSETTS 01605 Vti` DRAWN/ / DATE Z 17, 76 CAL[ N, T. S CHECKED DATE/ DWG. NO. APPROVED DATE 76406 ' 16 2 µ ,l 1 ►3 - 6« 2- Pr" 7 0 l _ _ __-__._ _..._ -__._ ___ _ __ ___ _ _ v_.-_ _._. .___ � _ ___ _— _ __ _- ---._._ __._ _ _ �i►,i� o f-- rt-,-1,r%��_ ^bv�v�:._ WALL - ^T RAWALL LiGkFb GJK PD„ F.L M w_zoR_ ' It I I I ��1, _ 3'- 4� 3_' 4 'o A'7 hL r i>�t i S P R� �t CVWL.0 NiTE sjA►�c �( ct�Cufi •�:. M i ci j y\ \I\ 1 ► '. \ .� �� ` \ -� �' LIVE r I• r 1 VAN 11-''( N ` 2 2 x �a v Ul - -- -- - - \ t` ` t \ r * `` \ \\ \ Ct Y P. do) _q ..X;0;�24 6 i•)1 y I i..>� I'=�__-yj e- & Y P -�4-r ,^� �� �/ \ -L_. L D �/ A-yj' t =v'7 t�.� G -L L_C-v i-� �` 4 t�r*„ y{��`/�) UNIT S okYA,6 \ 22x3� �;Ii2k�€� -� � i Yf' j _,71 r-L0L ` \ o R. �r 1 --� �• iCL- P L'*,-, � !n-�"j•� -O• i i t ' � '.,�`.1t�c tc - I£' X 5 L C�GA(,� Rfi-,,: M1R1~'a. 22 x 3� ktll $.9Gt IN M i C:.20 4L, M=1 tz S�:�'i�. 1 �, 1 1 I , ' � f � 1 5 0"x 7'-9" 1 - / 5 _ s- f I /// L � r . � t! 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ROOFER tZU i i C:' FAt1 j` t • 3 �- ' + c.... ,�'� `• ,�'' Q- 14 C � ,, � . . —_ ��. _ — _ �.. . , it � M III _..__ .� �' _.__._. -_.._.__. .. ._ w._._._. ._._.. _ _ ._.- _._ v .........._. _. .._ STEEL .. ," GLAZING HERBERT MANAGEMENT GROUP 90 PRESCOTT STREET Al-�5�ps Tl=_XTJ1Z-L I-(! �Y =t_n. d�c_, At>N r<�1> p1rr �,. �Y To o'���> �c �v,�l_�. nK-. IrvSclL_t 100 11 WCRCESTER MASSACHUSETTS 01605 rz 1 c rc �- x-r -,rz t 1 t T • `1 �. '' r� w 1;H -._r . . >�. ,.., � ' . �c-�r !_t ,T it r� PsM r X� T=I r - L� C?L=--C/�tZ ti 4' �.� 7 f'f,! 1'; n F�cd � ::a�� i= /� I=�._is apt L= �- y , onwwN ,�.- o TE � 9 ACE 1 of.-;10 -sr- 2n > r,r + taa , �' �>�f--T1tti4 I�� AL M/ 4= 1-1 �. C; S Il �'S ` F � G.f, �' 1::��� CHECKE4 DATE DWG. NO. - APPROVED DATE ALUM MIETAL F1 41;MCI i r/ . ... _ M4`T�+C. �'` coPle: • I3L,is -, �,, �'. w 6 x 12 6ci ,' wla�.l�ow ~ c VPAS exL, - -_ � /, r r = 44gyp, IUG. -� X _ _ r 1 , 1 /X// -117 n. � Y PA-064 WALL 12 16 J - r _ 0 i -.-- .:� 2z3 � � 223 t r -- 2 _._. .. ___ _ -- �- _ r 2a. C4A QtLV DEC.0 KIAI (-@ It C.C. 121 Jf - 14 RIGID P,I> IiI50L - r r . / �, - , ' r - 1 z em�n It's} IL �'"' 2%z Co uC. r-L AWk- I �~% # { �� - 1 3 P ' f 4 ALUtA SILL 2 22 i � : /��... 4 .•,jy-. ,--Tr,s. -.Y.jF.; f...rr; JI'TI;h t 4 f +�+`J� ..Zg .{ i.ML (,.,..• 6 . , A(.:.t.1/'M ',jV W.A s r Y2" ol's wo'nt) sT p -,14 I i II 3 ` 1 i 1 ! ` I i� ►'- GIN NG i-,t_IL x/ I - V7 Y a I.�. . �,wr S a• TE X 0 L� ("I I t "v;•<,...,n.M,, .w — ,(, 1 1 I i iT I' a 0 6.E p , Y L- -�•�1� .�C. �; f4 GA2.P�- l f l L E - 3l WAS a t� v1 7 • n � ; f w ,K6-Ir/ u> _ Iry . -� �; 1 � L1 a F . y � TOP OF- P",C>W-Ck- I'�IE.R. a` � ^s � _, � � �" t'.t�F1a. E?t-t< � �� � � �/ , � � � � �'— ALUM. TP PFf-. �`t ��tL.IE�6Ir � N _ .. {ZE GE P'fJ bt 1 �v •_G.J''+ i / ��Z` k ) �%Yl-y\�:t�rsf3 H L ' I -- = - wA � r� c s K LQ s j �� G RADI~ %°; I ,�'•, �V _ - t�LlUIIIC� GLA4� i�. GPL NtP lG, ' V4" `Wtl.� _ i '14. X 4 s r VN I N L'r~, 01 1 r 4„ i� GkA - - 2- a" 3� r N DE- I3E�.M a ' o" ( ls�..l - x J =' 22 - r I I l �45 L REVISION t� • DISTRIBUTION Y G F E I D I C B A p TO '",, ._ 1�k�• l N 1�1(:� t/Z a Lx L:t2.1''r4°.- f AULr Pl_�V,/0 17 GJ1,4'�(1_t ��is-- OFFICE 7/1A. r s rjt_. _ Vor��_c� Y�rZ �,cicx ✓� JOB T A QG V PL T• 6 4-. 1 76 OWNER ELECTRIC L_ PLUMB ROOFER ( a STEEL H Y At-; W A— ; fi GLAZING HERBERT MANAGEMENT GROUP t r; 90 PRESCOTT STREET ` WORCESTER, MASSACHUSETTS 01605 . DRAWN_ DATE ICALE 3 ,4 ,76 CHECKEDr DATF ` DWG. NO, APPROVE DATE ( 64('' 5 2,51 L F— r. r' l 4 \ gg C7•: 1 D A� e , f � � III 1f4tflflf � � �i a.,t,c►a,- �_ �c Q �! 4? \ fr h Ft2L Grcrw44 1V3 r- f + � k' t try M '`ram; �r 1-T ;t2.. 1 '�R= (p� � �-, ,,r. '� APl 2 23 Jill _ . _ . �z __. . . _,. .. . . - .._ __ _. _.0 <3IEu Wl x , 17<, A __y. APPROVED: CHIEF H1fANN15 FIRE DEPARTMENT I ► tAT pL:Tf^C- o2 - LOGA{% 16 t=r4r-:)I"A V 'ECG Ire rtnc7Ms M A 0 U A L PO"L.. i�,c:y, F F��„ 11 E.,f%a F^Y' Z el'o IR t(1 Z�' t� I v erA I E2(- 5 M1 ~ REVISION 2 DISTRIBUTION G I F E D C A Tc7 OFFICE _ O O AYJTAE{ljGIA 10fL �4 -ZC30e ! JOB OWNER ELECTRIC F ii 1 PLUMB �f C. 4AFl 11:—: 3. To c IT Y ' H.V.A.C. K G" A L I ROOFER .� L .�. .E. r c _ f STEEL I `1 f �': ► , A ice' A j'-A GLAZING u ,ERBE-RT MANAGEMENT GROUP 90 PRESCOTT STREET r ' �A`ORCE.STER, ryASSACHUSETTS 01605 DRAWN OAT E �� E ' CHECKED DATE I APPROVFJ DATE 7.64--jl,;�- .,F,e-') I I MANUAL FIRE STATIONS Marwsrl fine stations shall be non---ceded and be "mi-€l A 0ounted in finished areas and surface mounted in unfinished mos. Bones shall be singe-6 action with bmak-rread feats but shall non rogjvire break-rod to moltvtain station in normal position. Tire fire station shall mechanically latch when actuated and require a key to reset#o normal poiltiorl, d toristrvction shall be of die cast finished red with instrvctipr+s tn.ra:lsael whits Itttoring. Manuel stations shall ae Autocatil Type 4Q50,' AM ON%TIC DETE001tS tic meat detectors shall be•ae rWl atlon rate of rise and 1360F fixed terr"Mure-o„ly type. When 1 erctuoted on flat fixed ten"raturte 111mit,, units &fall be non-restomble' and give vi"I evidence of such oper+a- #110n. Heat detectors shall be Autocall T 601 for fixed temperature peratus'p rate ofrise, TMCTORS She detectors shall be of the photo-erlectric type and will .detect visible smoke in the 1-2% tame, Stanc6rd features shall include: I. duarphoto-cell circuits to insure long mNe stabil y 2... fllter action eke sensing,chamber with no larg*rthan 200 micron hales; fiiter cart dust and insects 3. built-in alarn} indicator lamps p rovide local iedl #ion ofal armsst each detector , 4. auxiliary c.,larm contacts; each detector shall have erne $PDT set of alarm contact 1 ```.; �✓` �,,s \ rated at 1.0 ampZpre release.. annunciation or other auxiliary functions required , `. when conditions sent 5. built-in tamper rge"t,switch which will Interrupt power signalling trouble when \ \ N., \ .i' ,\ dome shell is removed { \ ` \ Autocall T ype 4260-023 �, X ALARM SIGNALS Alarm devices shall be combination hams and lights operating on 24v DC. The entire unit shall be ;, // , ` j Underwriters Laboratories listed for fire alarm signaling use, The �as shall be installed can supervised 4 ti circuits and shall sound continuously. The lights shall flash 00thev rate of 60 beats per minute. `vim circuits Type AV32-450 REMOTE ANNUNCIATOR 'J i ---_ ______._� \1` lh°` �y (Q) \ / / A six (6) zone remote annunciator shall be installed as shown on the d�wi a i' --._.�.� �" tr `�`. ng a he annunciator shall be + brushed stainless steel with zone lamps and zone legend stripsAutocall T � STe ' '� :� - ✓ `� X OPERATIN(°� � G POWER Operating and supervising powe r shal l be 120V AC taken from a three wire ern ergency supply circuit having a continuous and unfused neutral conductor with one side of the phase for operating power and the other side �,� for supervising power to sound trouble signals, Stand-b bane and charger shall be furnished to operate .A Y battery r8 i f - __._ --•--�� yi the system and to actuate the combination horns and, lights tnthe event K � en of loss of 120V AC,, The bai�teries shall 9 be lead acid with sufficient capacity to sound alarms for a period of 10 minutes after a 24 hour in f,Ion of �� F I r?___ l? 7 1 ks G t�t CZ�uc 1'<XT i�1C.1 i - - <� 120V AC. The charger shall be capable of recharging i the battery fully p r8 ry y within 14 hours, Under normal charging service the charger shall charge the battery at the high rate and automatically switch to a low maintenance charge when batter +s full charged. The charger s Y Y rg shall contain both a voltmeter and an ammeter of S% fl _,. .� accuracy. In addition a neon lam on the front of the charger shall remain on to Indicate 120v AC w Y p power •, �r.._. �.----; __� '-� � `� 1 � �---_ ! J �.. �----_. r_.----� `.,�- 1 `�-• �---_' - `°-,1 � ---i �. �,'' -! M event of loss of 120v AC trouble, a troue signal shall sound. An amber circuit indicat source. or shall be +i ► l ( I / ,f` used to show that trouble signal has been silenced 9 , The battery charger circuit shall be Current limited to ( I + �,�� �,` ✓ prevent damage in the event of a short circuit on the battery leads. it I � •� { , i I i FIRE ALARM SPECIFICATiONS l GENERAL The contractor shall fumishr install and place in operating condition an electrically operated, closed circuit, WIRING supervised fire alarm system. All units of equipment shall be listed by Underwriters Laboratories for fire alarm signaling use and shall consist of a control unit manual fire boxes all located as shown on the fans and wired 9 n9 ► P The contractor shall install the system in strict accordance to the plans and specifications and the instructions in accordance with the manufacturers instructions to make a complete and workable system as hereinoft--r of the fire alarm manufacturer. All system wiring shall be 114 AWG minimum and shall be color codedo All zoto t�l ,4 described Allun°its of equipment shall be as manufactured b Autocall Approved systems b others will be - - , eq p Y � PP Y Y end of line devices for the atation circuits shall be located in the control panel, ' considered provided the contractor makes the necessary modifications to insure compliance with the sytem specifications, OPERATION The Class "A*' operotonof any manual or automatic alarm initiating device shall sound a continuous audible ------worm on all alrm signals until the alarm-initiating device has been restored to normal and a reset switch manually actuated at the control panel. Audible alarms may be silenced at the control panel as hereinafter i specified. The operation of any alarm initiating device shall fight a common red alarm lamp and zone arrrnunciator on the control panel and a zone annunciator at the remote location as shown on the plans, } CONTROL UNIT The -central unit shall be of dead front construction containing all relays, printed circuit boards, terminals r strip connectors annunciator lamps, standby batteries and charger and other component parts ncc issary to operate the system as specified. 3 All relays shall be plug-in type, enclosed in protective dust covers. The control unit shall contain a super- vising miliiomrneter that shall indicate the supervisln3 current passing through each circuit, internal trouble REvys�oN _- -- `-� signal, trouble signal silencing switch, amber trouble lamp and red alarm lamps. A single open or ground _T -T--- -- DiTRTOuTic�N -- ------ G7F £ UiC R ( A p in any awlar$n initiating circuit shall not prevent an alarm from being sounded when any alarm initiating device is act tad nor prevent both alarm lamps from illuminating. Failure of thea,system operating power, an open ! i oFFicF� in the alarm signal circuits or any alarm initiating circuit shall initiat.-r a trouble signal and illiminote an amber i � Jcs trouble iamp. Trouble signals, when silenced, shall ring back when the trouble condition is restored to OWNER ---- normal, A means shall be provided to silence audible alarm signals at the control unit before alarm initiating j ELECTRIC devices am restored to normal, indicating the need to restore the silence s-}ritch to normal. Systems operating � controls shall include a system reset switch, a system test switch, a trouble signal silencing switch and alarm PLur�a t t signal silencings vitch located behind a locked panel. H. A.G. OFER I r ` Connections shell be furnished fora remote audio visual trouble station with reset switch, a drill switch and —t- STEk_1. �k a"'. t.a h, /'✓`, r Q t ti GLAZING } can anti circuit far remote annunciator, f �--- - HERBERT tOANAGEMENT GROUP I. � ( ! 90 PRESCJTT STREET i All.'alarm horn signal circuits will be supervised, using computer-grade solid-state components throughout. � r V�C;RCFSTEF., MA�SACHUSETTS 0160� 1 Failure of either' circuit will immediately cause an ato8i6le trouble signal to sound, �`. - DRAWN DATE . SCALE. The control unit shall ivwlvd,?,4 si*,(6) zone back-lighted window annunciator and zones shall be appropriately �- .+.�._.�____ CHECKED � OATF DWG N`0. - labeled. The central panel shall be Autocall Type FNA-2. I1 i APPROVED � DATE i N07 C- 4" �,LA�— 7(-- 4" x ri,c.I tj 1:-7- x(0 to 10 P %0IZL:_-U - INTO t_1_A1.�__klL_'_�"-'_-iz_ 714:7� L,-<* -f5 E-L 46,50' v-L ►UL 46,50' 3/4� M.", L2 _a_ I ru'llu, MIX . Rt\V�L 44.1V Ha co ! \1 ; %:�' cli 0" yo I 4 L L 12`CONC, L�.LK, I x 24" smoFOAM 2'- i N5U!—A',r(ON 2 )e \0 �0 -.4 e�) > Z). x (Y) _11Y \\ \ 37, t3'-a" p 65 )R( 7__ 'N �44 L L "N -A 8;_5' 8:4' 1 JG� L 0 5" \ C ! \ \ 81 6'_ '5' 5 V'd 11, 6 '76 4-08 2 2?, j 4! 0 \X \1 X\ NN "N It vN', o 7 ) A \X\ 5AN NN 'N 61 Y, 'N Nr� NN, + __T \ Q / � \\ c' I \ \/ \ - _ :7 \'N X\ r 7 r-1 �l N�l i NNN T-r -nall _4 I 4 )K \ M X I 1 r z-A 2-d� . t I I I \ t - + � � I I I I I I ` � ,� � � 44 t - �,� �� ��` � ,if Ile, f , I I � I I I `1 I I � _ � ► _ Tt 1 T, �- X X Al u N, 1 1311 12' 2-9 12-6 12 y \ I I I I \ � . tt 12'W 13-0 1 4 r1sly i77,- to, T. 4-1. All (3 ) 1 1 Q)l N A- N VI 'N 4' 6ow�, i�LY_ UND,&Q, C�)Q-TANtN WAN LL 6EL-- PWe? ;ft 281 D C-T. 7t, �r. .� ! \ \ w ,? 2 # ! i �. N l< -.7 v/1-1 �.---- i\ kw I I \ j 17AV�-ME;NT 4— TT" I Rif V 4 12" 12u w0lp 102'- 13 8" COW 5Lv_ gc- AL qy�A REVISION DISTRIBUTION VX24* 4T'�RCF-OAM 2N G F E D C B A 0 TO 1 (13 OFFICE ANC 14C F2- JOB OWNER ELECTRIC KA 'AL", IJ /4- 6 COLUMN NO PLUMB HVAC. C2A L A-c- I Kj w !t-v Pik ROOFER Q-0 L)T C- 'PAUL E. 12'Oko-'OPM-�- t-ll\A- STEEL z DeSALV f 1967 GLAZING HERBERT MANAGEMENT GROUP 90 PRESCOTT STREET WORCESTER, MASSACHUSETTS 01605 \ __ DRAWN DATE A 3. 2. _76 1 SCAL11 AS MCTL- % al� CHECKED DATE DWG. 140. AgZaAA7r,_ 4-T -2 It APPROVED DATE XN1 MASONRY The contractor must consent to the provisions of Porcigraph 5.3 of A.1oA. Document A-201. dated 9/67. SCOPE The work under this section consists of furnishing and installing all unit masonry along with all the re4oted \ . items shown on the drawings, details, schedules and/or specified herein. From all openings required for materials furnished and installed under 00Kc i sections of work. ° All special sizes, etc, shall be supplied b . � \ tx zes shapes,. shPe . PP Y the mason contractor. .4 CERTIFICATION S The contractor shall submit on request a notarized certificate from the supplier stating that the units supplied ° ' S� for this project will conform with all specification requirements set forth heroin. HANDLING & STORAGE Store material under cover-in a dry place in a manner to prevent damage or intrusion of foreign matter, o Store masonry units under covers that wil I permit circulation of air and prevent excessive moisture absorption. COLD WEATHER REQUIREMENTS .p. •,�� K Do not lay mosonry when the temperature of the outside air is below 40 F unless approved means are provided o G�1 to heat materials. Protect work from cold and frost and insure that mortar will hardon wtthout frseezing. All work will be performed in closed in areas both sides maintain not less than 40 F for a period of not less Q X'" than 48 hours. ;d e, ti No construction to be laid on frozen masonry. o ' �' �� MATERIALS - GENERAL • �;-. Concr€�te masonry units shall conform to ASTM C40 70 for hollow load bearing units and ASTM C145-71 for t'L� solid load bearing units, Grades N-2. Normal weight units shall be used of sizes Indicated. / Mortar for masonry shall conform to ASTM C270-68 Type M or S. ; 4 Sand shall conform to ASTM C144. A_ -- - -- _ — — __ Firs rated masonry units shall be of the rating indicated on the drawings, < / son inforei shall conform to ASTM A$2 of Truss or Ladur as manufactured Barr-O- trl'1 or < p ` _.i Masonry re n9 type by P u T I�t _�Y approved equal set every second course of block. IZM. c F z I� , r I EL_f�L__ ,:_ r � 1 � , � Control 'Dint :hall be ropi d control 'Dint as manufactured by Dur-O-Watt or approved equal where indicated - w on the drawings. 3 , Waterproofing admixtures shall be "Hydra+tite Plus" as manufactured by A.C. Hom Co or approved equal. Mix in strict accordance with manufacturer's instructions. Admixtures to be used dependent can weather conditions and approval of project manager. u Y_._ j a- . �� �/ ` " Cle'�tysolution shall be Sure Klean as manufactured by solvers# company or equal used according to theitr, I instructions. M&R'SP" e / {' 'i'-'� WORKMANSHIP Provide all chases, recesses, open ings`,required Set solid units at all bearing points for lintels, structural 1 �3 I - i �� s 2 2 r z 2 2 3 LCIa�3Y --- \ steel, bar joist and all other items bearing on masonry. Do all necessary cutting as required. No chipped or cracked masonry wil I be used. p / All workmanship shall be of the best practice o the mason's profession. C<) ___ _.__ f j I I i Z �1 Masonry surfaces exposed, either painted or unpainted, shall be thoroughly cleaned with solution prOviously specified. _... . !-7 7- 8' _ _ _ . - -- - y 12) ft 1 REVISION DISTRIBUTION G F E D C B A p TO OFFICE JOB OWNER ELECTRIC I°v I� PLUMB r H.V.A.C. K /-� I I`--I f,,4 ROOFER • STEEL H Y A-� I4 KA M,4 r ' V' GLAZING 'KRBERT MANAGEMENT GROUP 90 PRESCOTT STREET WORCESTER, MASSACHUSETTS 01605 ► ' s DRAWN./ 2T IO 1-7 O SCALE 1 CHECKED ) . DT%r, '( 1 DWG. NO. ` r, 76.4-0 -- 2 21 APPROVED DATE B. Corner metal reinforcement shall be - Dura-Bead 101 )r approved equal. Use metal edge trim where gypsum wall board butts other materials or where ends or! exposed. Metal trims to be - USG Metal Trim No.'s as required. C. Taping and adhesives to be USG ready-mixed joint coimpound, all purpose, tape joint ready mix or approved equal with 2" wide reinforced tape. D. Metal studdifyj - 25 5augac mctol .stud for interior, 20 gauge for exterior. Sheetrock - 1/2" or 5/8" on both sides. Fasteners - screws. MAXIMUM HEIGHTS STUD SIZE STUD SPACING MAXIMUM HGT 3-5/8" 16" on;centers 15 feet IV 24" on centers 13-1/2 feet oti 4" 16" on centers 16-1/2 feet \, 24" on center: 14-1/2 felt / 6" 16" on centers 17 feet ` 24" on centers 15 feet Laterally support top of partition with stiffeners to provide rigidity. Reinforce door openings as follows: Run channel stiffener above door frame to adjacent studs next to frame. Provide �a continuous double stud at each side of door. Locate jamb anchor clips above hinge reinforcing and just below top reinforcement. Anchor clips on strike side to be located directly opposite clips on hinge side. PART 3 EXECUTION A. Basic single layer system, treated joints. ^ 1 1. All ends and edges of all gypsum w Ilboord shall occur over nailing members except when joints are at right angles to framing members as in horizontal application or when q the and joints are to be back-blocked. 2. Wallboard shall be applied first to the ceiling if used and then to the walls. Ceiling board shall extend into the comers in firm contact with top plate. Boards shall be brought - ❑------._� n ._______� ____- ----_--- ___�_� into contact but not be forced into lace , Where ends or r � Q ti �a p► edges butt they shall be neatly --._.� --- -- --i--- -- _ 1_ - --- -- --- - --- ------ /' rL fitted. I 4 5 7 r y I i II I2 ST� A� - ✓� rr� , End joints shall be staggered. Joints on opposite sides of a partition shalt be so arranged as to occur on different studs. 1> 3. Wallboard shall be attached to framing supports by - fasteners nailing method. Fasteners shall be spaced not less than 3/8" from edges and ends of wallboard. Fasteners on al l framing memberrsr.shal be spaced mitt driven as recommended for _ \ specified fastening method. NoiIs shall not be staggered on odjoining edges or ' ends. Screws shall be staggered on adjoining edges or ends. Xq - While the fasteners are being driven, the wallboard shall be hold in firm contact with the underlyini g support. . ., Attachment should proceed from central portion of the wallboard toward ends and edges. When nails sate used 'j\q for attaching gypsum wallboard, the nails shall be driven home with the heads slightly below the surffte of \ the gypsum wallboard in a dimple formed by the crowned face of the driving tool striking the last blow. A i 3 '�� \ > nail set shall not be sc vered and care shall be taken to avoid breaking the paper face. 2L 2 2� 2 4. When necessary to cut ends, edges, scribe or make cutouts within the field of the wall- +3 14 I 15 I� 17 3 � � � \ boar it shall be do k d, done in a workmanlike manner. 5. All joints, screw head and other depressions in the surface of the wallboard shall be treated in the recommended manner with USG Ready-mixed Joint System. All "V" I � i \ grooves formed by a butting wrapped eased edges of wallboard and'ceiting angles shall be prefilled with Dura-Bond "90" Joint Compound in accordance with manufacturer's directions. 6 ` 7 ; B 9 1 Rio; '`u 4 I �z13� ►41 �5 All internal and external angles formed by the intersection'of either wallboard surfaces shall be treated with metal trim or a joint system in accordance with the drawing details. All vertical or horizontal external comers shall have Perf-a-bead or Dur-a-bead comer + reinforcements as specified, applied in accordance with manufacturer's directions. G; Taping - fill all joints with compound set tape and embed into cornpoond strike off joints. 7o be done in 3 layers, second and third coat to be sanded, ready for painting. All in GYPSUM DRYWALL SYSTEM accordance with manufacturer's recommendations. 7. Clean up- duri;-Q progress of job, keep debris and dirt (dust) cleaned up and disposed of. PART 1 GENERAL 4 Furnish all labor, materials and equipment to surface all interior walls and ceilings if requited, with wallboard, in accordance with specifications, drawings and finish schedules. GENERAL JQI„Q U IK.AWNTS In cold weather and during the period of wallboard application and joint finishing, temperatures within the building shall be maintained at a minimum temperature of 55F. Adequate ventilation shall also be provided to eliminate excessive moisture within the building during this some period. All materials as specified below REVISION shall be deliver+ud to the job in their original unopened containers or bundles and stored In a place providing DISTRIBUTION G F E D TO protection from donvage and exposure to the elements. C B A p OFFICE the installation and application of all materials shall be in accordance with the latest printed directions or JOB specifications of United States Gypsum Company, National Gypsum Campcsny and Johns-Manville or approved OWNER t( � 1 r � A equal. ELECTRIC !�` i - -2 �V .� "r L�i%y ram. S > i..., PART 2 PRODUCTS PLUMB H.V.A.C. KC//Sr L I (mil A. Gypsum board shall be in lengths as long as practical to minimize number of joints. ROOFER Pc2 L) * �.= 132 STEEL 4 Y i\- In walls that require fire code use 5/8" firer code gypsum board with Class A rating. GLAZING HERBERT MANAGEMENT GROUP In areas that will be exposed to moistuts at any time (such as toilet room, etc.), use ; =90 PRESCOTT STREET moisture resistant type of gypsum board meeting UL R-1319-84 and ASTM C630. iWORCESTER, MASSACHUSETTS 01605 �i t t DRAWN / 2TIO.�v AE SCALE II&- Ii.. Ou All other area*,, use regular gjypsvm board meeting ASTM IC36 and FED Spec SS-L-30c. • CHECKE4 DATE DWG. NO. APPROV D DATE 76 40 -22 2 3- 76 Y= b — 7,o" 7'- O" 4 -0 2-d ) i 2-a' 4 -0 i -o I N TE�P-5 EG'i►0 tit r F' r�Es�e t N WALL-i 2 7 1 N 2 *7 • ss, ( ST VOIv — - I I ST y019 N T � � •• C�Dt�T r ' a P ?=L ( + SI>LIGE -' .g, LXF� Dowrl.�s HlN =C'L)N I�<-b.'�r�^►.1 Yo &el AAA-rc. +- WALL P.-E-i N f-. WALL C-L.�-V tT i��.._ r ���r Ix til t \ ,,/ V Q � �COW- .13LV_ � UTILITY coN� ii�tUna TEXTuk-e 1-111 I-II LAMINA G Ei_ i . y J / ? (TY P ON BLOCK WALL �,'� s� -- ,� \ : �d`� x 31- o" 26 6 x1% DECK coic. . v , 1 _ ON ME 7AL oN ML !a. . I H� F { 24x61, x 13� I ... - ,'i _, - 2 14k PAar ti Poop. I riP) __ `._ 'Z-g1b EA LL - ! TOOK`1-4- ramL 0 c ; GRc7 U J � fa ___ __ __ _ L i / 1 I "1 C7+.^ot� �� \v CJ l3RZCa ALt. t . -- \ } i i' ,} �\ �_ _ _� - -.J 3�x6B �� i IN`('� SNEyq WALL \�t ~ i 14 -p 2 e*K 13"x 6� e. U�Ye-L- `2 x6 I /, _ . I ` c + C-,a M WA se `� 2 tAY�e s 2. spa RaO CO� � >�� ` � �� ac�� van!!, E! +-v. 14-0" M �31- OLD �N C©f�C • LIC. 5/g GYP ?�D c,AP.y¢Aa-4 —� ve2 5 J i r- -- - 7 7X--/7 cd 1 1� 8 �4{EAAR. WALL BULL ALL Tm Ill -JOINT &23 V' z� � 4+iE-c,iC out, '� -�L �"� %� 8 � A-�� W A-L L i p - � (2—e,�,t1 -- — -- — -- ------ f , b f I a r I i 2 ; 3 4 r12 4� REVISION - � DISTRIBUTION a. l G F E D C B A p TO OFFICE JOB OWNER , ELECTRIC ,( C-TA i t PLUMB 11 ROOFER � /( STEEL �—� `';' N I `"�.' , /Y\ r a GLAZING ERBERT MANAGEMENT GROUP 90 PRESCOTT STREET WORCESTER, MASSACHUSETTS 01605 DRAWN DATES L SCALE CHECKED D1 TE DWG. NO. APPROVED DATE I ; I f - r� a L! I I I , I • f i � i + I I I •� f � 9 I I I• � � �I 1 _ { � i I I ' �• I f , I II li I L1 Ill I i I L-1 j j JE-1 171 I I ---------- Ll Ll I I r r —___--- ______. REVISION DISTRIBUTION II G I' E D C B A oa� TO 14 JOB OFFICE - _. OWNER ELECTRIC }._ .. I, I �.`,\ �•.. �� �'1 PLUMB ' HVAC __. _ f , � ROOFER 12(�1�`j' c �, JA ._ _..__._ .. _---.___- __..__...__ _ STEEL K , l�j ( Dr ,N i r I I I _ — ` 1 ► f GLAZING _ _ _. _ _ _ ._. ,, , r I HERB ERT MANAGEMENT GROUP , i Lj �- __ - ,L - - L I — — -- _ _ �-� { 90 PRESCOTT STREET a • �t y , ,y WOORCESTER MASSAC USETTS 01605 .. "" A fr' { '•-.. lr /"� f�/'� {V Y Y ..� 1 Z..- '....+ �-�. I't r E f sr r DRAWN Dj�TE GALE 1 N .._� S. Iyr 7� Va APPROVED D4TE G1 Ll CHECKED DATE DWG. NO. �, 76408 -- 24l TE Adhesive used to secure insulation to deck shall be as manufactured by Lexsuco, inc., Type R907T or equal. When solvent adhesive is applied, it shall be in ribbons I1'2" wide by 6" or 4" on centers (as the decking dictates) at a rate of 0.4 U.S. gallon/square which shall widen when insulation Is applied to a width of 1-1/2" to 2". If hot asphalt is acceptod as a means of securing insulation, it shall be applied in ribbons 2" to 3" wide by 6" on centers. Hot asphalt shall not be applied in long runs and then have insulation applied after asphalt cools. Rather the hot asphalt shall be applied in designated quantities and the insulation shall immediately be embedded into asphalt while it is still hot. Mopping shall never be more than five (5) feet In front of insulation. The adhesive used to secure insulation shall be placed parallel to the deck ribs (NOT ocress deck) inn ribbons 6" on centers (with 6" modular deck) or 4" on centers (with 8" modular deck). Adhesive shall cover ail high points on every deck surface in contact with insulation.. ti The 1/2" ribbon width specified is based on on adhesive application rate of 0.4 U.S. gallon/square (.033 \ Imperial Gallons). Alternate: In lieu of adhesive, secure insulation with Pero-fastener as manufactured by Grefco. Quantity ' per specifications for approved application. \ 0 \ All ribbon application of adhesive, including hot asphalt, must be applied by machine, placing the adhesive on every contact surface of the steel deck. It is again noted that the machine must be operated parallel to the \ \� ° `\ a • deck ribs. No adhesive shall be applied to damp, dirty or frosted deck surfaces. \ o If deck is standard Type "B" off set adhesive centers to miss flute in top surface of deck. It shall be the responsibility of the successful roofing contractor bidder to assure that insulation be protected I \ \ • o o from adverse weather at at I times -- when stored, when used on job and including that time when materi at is in transit to jobsite. All material not found to conform to above shall be rejected. \ ° ° \ End joints between boards of insulation shall be stogjered between adjacent boards and board edges should be square in rContaCt with adjacent boards. Insulation comers shall be intact and not broken. st ° ° �� � l / No material shalt be installed that is not completely covered after each days work. Exposed insulation edges A \ �` \� y \ , must be protected by water cut-offs at the end of each day's work. Cut-offs should be removed before starting ` o ` o work again. It is of prime importance that boards not be allowed to absorb moisture. Pam`"K) TYP. Built-up flashing: equal to Johns-Manville Specification FE4. 16 o O Cants & sleepers. furnished under Section "Carpentry". 0 • ° Metal flashing: gravel stop and ledge Fascia .040 aluminum as shown on plans. 0 0 ` Furnish and install flashing in location shown. Provide for expansion and contraction, adequate lapping, etc. s described below: a 35 • . n ,o o 1 ;f Metal edge strip - run continuous, nail to Fascia board at 6" on centers. jo �� Gravel stop - hook bottom of gravel stop over edge strips and secure 4" top lag to wood edge 2 27 ! - , .x a \ �1cd 4" on centers at joints l:ap minimum of 4". Do not face nail gravel stop. Exposed faces 7� ` V&!' ` ; c-� \ ° at joints must be free to expand and contract. 37A4 K" ((' &X4A O1 T VEWT, TYP. WAT-E Z 4&OT� oTYR • ti rr i pa o G 0 0 0 0 0 0 0 \ Joint flashing - under each joint in gravel stop, secure on 8" wide metal subflashing, secure with o \ � s. Provide flashing for: o 0 o a o u o 0 o a 0 0 \ � { \ ROOFING SPECIFICATIONS (3 Ply gravel roof) I smoke vent ro plumbing vents P44s10 2 7 30 ;±xP ( roof hatch 2 ! �z 2 72 .►oi�,� _ Z The contractor must consent to provisions of Paragraph 5.3 of A.I.A. Document A-201. z \ toilet exhaust ducts 2 72 + I ` The contractor shall provide all items, art€eles, materials, operations or methods I isted, mentioned or ` { ' - i scheduled on the drawings and/or herein, including labor, materials, equ€patent and incidentals necessary Provide expansion joint at center of building low profile type. and required for their completion. All wood work for hatches, fans, drains and expansion joint by general contractor. All labor,, materials, tools and equipment for furnishing, delivering and installing all built-up roofs and j roof fleshings, caps and base fleshings, etc. as shown on and/or called for on the drawings. No substitutions or changes may be made without prior notification to the general contractor in writing at least ten (10) days before the start of work. Built-rue roofings The jobsite shall be kept clean of debris at all times. Proper protection of the building walls must be provided Equal to G.A.F. gravel surface Specification 1330INS for non-nailable decks on approved during all roofing operations. The walls of the building where roofing material Is to be transported to the roof insulation. must be covered with visqueen and secured in a manner that will prevent wind damage. Should roof bitumen Class A rating in accordance with U.L. Listing 360-018. droppings on spray stain the structure, the cost for the proper correction of this damage shall be paid for by the roofing contractor. A Bitumense 1. Goal tar pitch# point of application equals 300 F minimum. 2. Special roofing bitumens, point of application 350 F - 400 F. Roof drainage shall be by exterior roof drains as shown on plans. Drains to be supplied, flashed and installed 3. Flat and steep asphalt, point of application - summer 350-AM F, by roofing contractor. winter 400-450 F. Smoke vent - Equal to Wasco PVT, Plastico 421 or equal, 48"x48", U.L. approved with single acrylic Roofing shall not be left exposed - that roofing which is begun shall be completed each day. dome. Fusible link and aluminum frames with 1/2" hardboard curb insulation. Unit to be furnished and installed by general contractor and flashed and sealed into roofing by roof contractor. Application of roofing: , , „ I. Over entire surface embed in steep Hoofing asphalt three plies of G.A.F,, Strata-ply Roof hatch - Equal to Wasco TH4, Plastic. 604 or equal, 2 6 x3 0 roof access hatch with aluminum frame 30 Roofing Felt, lapping each sheet 24-3/4" over preceding sheet and cement solidly and (" hardboard curb insulation. Unit to be furnished and installed by general contractor and flad,ed and sealed into roofing by roof contractor. to underlying sheet. 2. Over entire surface pour a unlfocrn;;topcoat* of approximately 60 pounds per 100 square feet into which white hot embed not less than 400 pounds per 100 square feet of roof area. REVISION 2 DISTRIBUTION *On inclines 1/2" per foot or less, the top coating shall be G.A.F. Special Roofing G F E I D C I B I A o TO Bitumen. On inclines over 1/2" per foot, the top coating shall be G.A.F. Steep OFFICE Roofing Asphalt. JOB GRAVEL: Aggregate surfacing shall comply with ASTMA-1863 and meet the following general conditions: OWNER gravel shall be of 1/4 to 5/8" in size and shall be dry and dust free. Also free of loam or other foreign ELECTRIC QQ - E:D �- material. Not over 15% fines will be allowed. PLUMB �4 H.V.A.C. I�(�A L A- N N Reinforce around drains and pipes with 2 additional plies of felt and moppings of pitchy ROOFER ZC?U`r c:- 1 'ij 2 ' to STEEL 4 Y A, W hl ti c M Where any defects, insufficient laps, improper for bonding, cutback protection course sufficiently _ _ .. _ � 9��O remedy defect give sufficient lop,, bond between the membrane in place and the new work which Is being GLAZING HERBERT MANAGEMENT GROUP 90 PRESCOTT STREET a /� appl isrcl,. 3, WORCESTER MASSACHUSETTS 01605 .r All hies of felt rolled or pressed firmly into itch without wrinkles buckles or kinks. � €'�r p pr y p I DRAWN DATE lCAL6 , 1 N 3 . 15. 76 /G = Insulations I" thick, rigid, square edge. Fesco Board or equal. C-36 CRACKED 3-Z_DATE DWG. NO. �j �' J �°- ' 76408- 251 Adhesive: Closs'�!,.occordorice with U. L. 360-�120. APPROVED DATE 1- 75- 7�. I" THICK 2E, G/N GAL.V. t>ts—K IT I• MTL �;t,IpW:: -� • 2,/��+ M+��. �TUR� ' ��� ___. i 5Ltt5t►�c:, G,L.- � IC- 2 0Q i At ; I/2 G Y P. 13 u / i •' 'ntt f1 2 LAVE;-1;5 a °' _ r2�IL?hlr_=p 5 TC :5ILVL-K-;' ME-LA1. ' � I►� \ �" c . salt.j • � I'��� �. c. I � ---___.__. _ I {i �•`� � ` 3L ZINC G ; t I ' , rF Ca�ZV ! p I 6" G" JUtS"'r 4E& PLAIN 1 &01 -ro P 6 'v' 6" 1c, Y .0f.5,T 4 TOE t ✓• J I t J L 4x6 j r I ! 1 ILJ PuE_AR',.�A.t._; 1� P'?` 1 � I� _ _ � � X -71 ' ,` 301 ,' i,3ol• 301 �' =- �j1�6 -�,��- CONG. �.�Li�. L 2 A- L 2%2 x2� 2 6 GA, I j — - I � ,�-- 2� F t►�, ��.. � � J 4 LAB ��C-' STo p s I SECOND i`l.: � � FIN• �- � —-� - x�-•�''" ____-- .. - ._ - -.---------.------____- _�-_-_-_-_ ------ _.-.____-- -- -_-- ____ ____ _- - _ —_- .-_ __.____...-_ ._._� _._ _ ' _ ____�. _ _______-___- __.___ _—._-_ _-- -- --.__—_—_—�_ --- —_ _ ___.__. _ .___-____ .____. _ ----- _ Ft e I �---- 1 -A. 1 r- _ I —r— �/ ' - w 63 x z I 1-4 i 2 , 4 W 12X 53 I 3o l iI 301 301 3D1 I r_ W 6X 15.5 301 W 16x 12 W 6 x 12 _..._ DISTRIBUTION REVISION I ( T' G F E D C B A p TO r 3 p qjFICE JOB I OWNER i� ( ELECTRIC f A.q k { Ay f r ROOFER wi A ,;TEEL --+' Y /k h I M A" i e• f ._ GLAZING HERBERT MANAGEMENT GROUP + # � 90 PRESCOTT STREET � � A W 70F OF Fc"D I * ORCESTER, MASSACHUSETTS 01405 k, , DRAWN DATE � � � � - SCALE CNECKEOrA DATE DWG. NO. l rf 4 3 -ac,-1` 76406'- 2 71 APPROVED DAT.E4 ry e j L P LE-XUCO E-xF- JOiNT - -----1 L P LE-XLZO i.-XP, joIN - 2X ,�, CANT - - - 2 x a CANT — X h LEE>C EA - __ �. I X 8 L.EE>G�:F2 ALT. 2 - %z I'LYh'ot2C- f 6�:9G f-_I t-1 6-1 G I .>015 i �- _ I" M�T&L pcc lr I ,-- - - JL 4xGx \ Z7 .3v.. � -- - i i X 6 LC IAOF-!Ns \ I" METAL. D t: G K. f xvl<�' ?4' r1up-p-1KI'r,\ ( F�l At,k ► fv�SJ L. VENT `\ 5 r�K r�vc \ =1LL 1t3t C.oUR,L'' ALIUC . 1L.K ,. 6 C �L- 3 4 x f (31 CAP NC F�,+_I Qy2 GONG -StrA.l3 — 1 p ' D I •' „ P ` D2 s. I a 1 cJ a 4 J i \ i FILL .lD 15 CG U S E: ��G L I liS _. - .. _ j L 3 x X %4. - - - 15� I j 1 , T g STP-K f a F- coc t;- 1 i f ! fit/ �5 x � W 12 < 5? -. G Y i? t�._�Arz ti; 1 s! IKK 1 ^ , FILL Jt�raT CDL'1Z6f- �,OLID O I i n ' 22 5 r 29 32 MI;-CAL VZ-N+ CAP FAN, F4- --� — I pI p E✓ _ — — � � FLAtN+llt C•i l ; II I � - ALUM � )f�L C�11J ----� /� 'x j I �i FSUiL - / SEAL W' PIA iL CEMGhT � .. i I GD I l x � ' % i L UC1a I Ct 6i - t r -- i f � i ` _ r - 4` VENT �jAcK _ E' 6ALY, MTL N'iL/4TlNC, P1P& 5~ '36~ '37` REVISION 2 DISTRIBUTION G F E D C B A p TO OFFICE JOB OWNER t ELECTRIC _ F A I Lt �y PLUMB i H.V.A.C. ROOFER z Ti c �� 'o`� PAU STEEL HYAtI.; P11i MA+- ' E. 0 r.� GLAZING t,^v78 HERBERT MANAGEMENT GROUP 90 PRESCOTT STREET , WORCESTER, MASSACHUSETTS 01605 ;i . DRAWN DATE SCALE I CHECKE DATE DWG. NO. 764a� 272 APPRO ED DATE i i MTAU A4,'1�.1{, M iAl P° ca�J e . r�� +t GV 'i*r ' ' W 6 x 12 k.'Iti.1.L%p'/.1 2t!.WrALUM P' _ t N 1 N�L C"� - .••.,� __ _ _ --_-- I, I'-'L Y ice. I \�'., ��•� 25) p 5' , hlr 4-y 1, 1 \r J \ h F-Ililt A N'\�a-Q.Jt, Y —' .. a( } •� /w ' `\ /� 111 kAIL ppl~N11MCA P i ! ALUM SILL I 3i, G K F '�rr✓ ' o �— - - -- — e n D • I _� .�. - -- - --- I 22 0. P L Y V ,."01:-r ('At fi I i c � �. � ,'aNG Y�l...iL �• GCS - t Z' g EA I�rf 5� i 2 - � , I '1 - -- ♦ — 1 44 C►t%P•1i fi.Lt K\ `k Q p ✓ s LLJM. Iz 1 >( DPCtiIIPJG, ) 2 GkAGL-- 16 -. \ __ 2'_0` , !' IHIS ?Z3 223111 REVISION DISTRIBUTION G F E D C B A p TO i OFFICE JOB OWNER ELECTRIC D t--T A 5 L PLUMB H.V.A.C. I<c5,7,G�, L. Jr� i F. I~w� b• �e ROOFER .G + ) 1, a STEEL 14 Y A r'ti N I GLAZING t .. i HERBERT MANAGEMENT GROUP 90 PRESCOTT STREET WORCESTER, MASSACHUSETTS 01605 DRAWN/ � DpT ,76 SCALE (t/2 - 1 ` 0♦ CHECKEDr-;f D+7AATF ' ? DrW/�G. NO. { ,y/� APPROVEp� DATE / l�"' 0-3 — 251 ff ho lb-AT T 0�$-LJ L— \/f- ----------- 611 if I JOIST 4WAC>we- W/ i ewEa- v=t:At-A%:- or- SK^%�-K VlaoT Z I ef ------------t- 4 —o 41 W.1. Ittl 044 It \14 14 r of— JOIST ----------- -7f) 'V tETA AL, 7� ?I T�t, M T Vv/ //A.— REVISION 2 DISTRIBUTION G F E D C 8 A cr TO iu OFFICE JOB OWNER ELECTRIC .6 I-A PLUMB H.V.A.C. 0P.UL ROOFER E STEEL GLAZING HERbLkT MANA(-,E AP :T SRC uv 90 FRESkl.,C)TT -STREET fAORCESTER, MASSACHUSETTS 01605 14" DATE SCALE DATE Dwo. NO. 1 1, '76 4 9 P-,, - 2 9 APPROVED DATE OXY - DDU15t_. JotsY I P^urn _ - - - - -_ rT p4. 6" 16 G'4 C .1ot5T 41 ! I U1 _.�— ,� ► �`ti s• !G Q (\C �} �� VZA- -5TA —.=�_ 2 - _ 1,Z101 ----- 1 _�— --� — - } b+�1' \8 O is toy --- — � - x 4 .'l l _t x -----_------ 1 i lr 1 14 2 2-2 -IN 11 G; - tom=_—_— _ {� T E� ►.�:/� t ' �f t' {i - Za' 1 _- - --- ►zr c �snrt - 33 - Poo b� 16 C" of s .#, -- -•, I _ —- --- - '�, V �, U -- ------ _- - -- I \ . c �. 4 272 CIO i 3 - -- - I e PC���- `' Jam+"r i /L' f \�O <N <\ N1c XIx i A/V, k m : — L A Y v u 1 \ ►� - -© �, t , . Ne t'�, u' I : 164 03 t F Each sheet shall be nailed to each support with power driven, IC6ds.113 nails 12" on center. At end laps,, welds shall psnotrate all sheets. Longitudinal cutting of deck sheets to adjust to area widths, bevel cutting, notching for vents, conduits etc, is to be done in the field. Deck shall have one shop coat of standard light gray paint Qr galvanized. 4 SLAB FORM DECK DE-I. �.-AYv'.��' � � Equal to whe li I - ,�� Eq a ng tarsi form T 50 28 gouge extending over three or rrusre joints; each sheet shr�l�i be secured i 1_A`(o I �9 to the joist with BT471 nails power driven at 12" on centers. Provide angle slab stop for all sides not butting masonry. ERECTION Erection contractor shall be responsible for coordinating erection schedule with delivery of steel, joists and deck. All steel, including. column setting plates, shall have one shop coat of standard I fight gray ;�Ant. Structural members steal) be erected true and plumb. Tem ro bract shall be used as necessary f 177+a• P Po rY bracing a vary for safety -___._._. All welding shall be done by certified welder. and to plumb the steel frame, Structural steel fabricator shall be responsible for coordinating drawings with joist and deck suppliers. Structural steel, joists and deck shall be off-loaded and stored to prevent damage. 4� -� -� J01STS INSTALLATION 2 Av M i ��� A\ H Joists shall be manufactured and erected in accordance with the specifications of the AISI Specification for All bolts,, x-bracing, joist bridging, etc. shall be installed as shown on drawings. _-_ ' _..__ Z Av __. .-. STEEL SPECIFICATIONS design of cold formed structural members. DESIGN LOADS Joists shall be grouted into beaming block walls. REVISION 2 DISTRIBUTION G F E D C B A W- TO Live Loads,, Joists shall have a minimum bearing of 2-1/2" . OFFICE Roof 25 PSF Joist bow (sweep) shall not exceed 3/3" per 12' length of joist. JOB A r--CV, Coat- min. OWNER Room: 44 PSF The number of rows of joist bri i shall be as indicated on the drawings. ELECTRIC I Corridors I00PSF 1 9 ng _✓'✓i j<'.f 5 /�'* -fY`a +:', Stairways 100PSF All joists and bridging shall have one coat of standard into Joists to be equal to Wheeling cee joist, PLUMB I<G?�-^�I_� 1 P.l IQ ( dg'ng � � � � I / H.V.A.C. r PAIi 1. STRUCTURAL STEEL 1-5/9" flange, 6 CP16, 6" deep, 16 gauge, allowable compressive strength-30,000 PSI. ROOFER <=' t.� t ti~ 13 ti\ STEEL DECK - RO F STEEL j--} All strvctur+al steel shall be fabricated and erected in accordance with the specifications of the American - x ,R Y .'J GLAZING Institute of Steel Construction. HERBERT MANAGEMENT GROUP ..t Steel roof deck shall be manufactured and erected in accordance with the specifications of the Steel Deck Institute. 90 PRESCOTT STREET Structural steel shall be A-36 grade steel; bolts, A-W7. WORCESTERf MASSACHUSETTS 01605 ` ( ! ' DRAWN DATE ALE A S A,,,.�, 1 f Road deck shall be Wheeling or equal; Type E-24 gauge; I" d6ep; 24 to 30" wide sheets. -;� � �: �. J� H N& All beam and column connections to be designed for 3/4" bolts, field welded connections are allowed only CHECKS DATE DWG. NO. where shown on drawings. 7/,/� yyy , Deck sheets shall extend over three or more joists; I" shall be a minimum of 2" and ceritered over supports. APPROVED DATE / 64,0-� j --- I s I , Y - c ! 0 , \ Qom} r At t W \\ > \\, 77 IT ii FiRL' A�ACzrn Gn► --C:z_:�`_ t"',r't`'�. - -- --- --'-.._._._._. 4 r4y � \ �, / �� , 6 Q .4� Q / ,� - Fit;:� GK t'•:Fti;h. �,-.s., .�, �I�t.t: l=�c�-sc�r� _ ,�'� �. � / Q- -'--(�+�-a- ram �scranr wf�.a >-sew I� •a , w «. , ,, f -f_ 7-7i = - --, ----.._ ._ . �1I \`y ,'�y' �1i,,, d{t� i ,1f--• 1 •'I� I{ 1 q r� {' 1_ � l 5•l � ,s \ // r t__.._._ 1 � •-. i.. i .._• j 1..._,._it �' � `�` (Vr,' S ` �� \ / /C*.i�' .1 nl G(�'"CC"' y� At'.0 "F'(s?t';,..%µ�� —•---- s / / I-lkP,� j7:=T u L.`fJ[% ' i-..OG�•"i:: fig �TGS„�i,s. �C'1i`?t`C I I•l f<'!)�'7M i ILI O D ,H S M c'?ti� t:J� �I.-G i t"'>�, - 3i I•��� �; Pry c.I u;-_ P,,k _. a,.. ,l t S p',;`[ tD MA0t_tt, t,_ rlot_L_ V,'"X w-nz-o � �.1r;F: , Zs��JtE I(I ze+ l IV i — -C f — ------�= S�k ��.1L� . �"L ?"•�;L ��is L�;��! L7 F l_!'7 �(L � �:.�:>�,_�_1 r- - ,r, _. �C7�`. Er Fc REVISION t� DISTRIBUTION I - G F E D C B A p �- - O a OFFICE GIPS i rL �4 -Zo0c—ll� _ JOB `/ � I OWNER r 13A1 ELECTRIC PLUMB __-- -----T TO CITY H.V.A C. K A k, ROOFER . 1' " x .�• s _ STEEL 1-4 A' . GLAZING �iERBERT MANAGEMEP,fT GROUP t = 90 PRESCOTT STREET \N CkCESTEF<, IMASSACHUSETTS 01t05 t DFIAW^� DATE LE _ CHECKED DATE DW4 NO. I APPROVEC DATE j N `''J ( .....-_u.w....,.. . .,........�..m.�.�. ,,...,,.F.x,,..-.,...��,,.-,.-�„w..,.,-.� .�_ �..-e,...,�.M...�.._.,�..,.._.,P....-,-w._�....r�,�.�.,.,.,,..�.._�., »�,.,u.n�,,.,.....,,.:�,,.o-,..d.•w.-..._a..�......,.._..».,�...w.. � ..�....__...,.._.�.... .�....�..�....,-n...._.._.�..........,...-.�....,....-.,,..-,�.�..... MANUAL FIRE STATIONS Manual fire stations shall be non-coded and be semi-flash mounted in finished areas and surface mounted in unfinished areas. Boxes shall be single action with break-rod feature but shall non require break-rod to maintain station in normal position. The fire station shall mechanically latch when actuated and require a key to reset to normal posit ion, s Construction shall be of die cast finished red with instructs Gis In raised white lettering Manual stations shall be Autocol4 Type 4050. AUTOMATIC DETECTORS Automatic heat detectors shall be combination rate of rise and I ° P 36 F fixed temperature-only type. When actuated on the fixed temperature Limit units shall be non-restorable, and give visual evidence of such opera- tion.tion. Heat detectors shall be Autocall Type 601 for fixed temperature rate of rise. ti SMOKE DETECTORS ' `'� �., Smoke detectors shall be of the photo-electric type and will detect visible smoke in the 1-2% range. Standard features shall include: I, dual photo-cell ircuits to insure long range stability 2, filter action smoky, sensing chamber with no larger than 200 micron holes; out dust and insects. 3. built-in alarm, indicator lamps provide local indication of alarmsat each detector 4. auxiliary larm contact ry s, each detector shall have one SPDT set of alarm contact rated at 1.0 amps fqr release, annunciation or other, auxiliary functions required L4� when conditions ate present 5. built-in tamper reset switch which will interrupt power signalling trouble when dome shell is removed f^ L Autocall Type 4260-023 � o �'\. \�, + % �' ALARM SIGNALS Alarm devices shall be combination horns and lights operating on 24v DC, The entire unit shall be Underwriters Laboratories listed for fire alarm signaling use. The horr-s shall be installed on supervised circuits and shall sound continuously. The lights shall flash at'the rate of 60 beats per minute. Aito.:all Type AV32-450 REMOTE ANNUNCIATOR tx / rtv � �� �; �• �'" �, A six (6) zone remote annunciator ��( ; ! for shall be installed as shown on the drawings. The annunciator shall be �� ; ��� \ t Lrushed stainless steel with -one lamps and zone legend strips - Autocall Type L OPERATING POWER eratin O p g and supervising power shall be 120V AC taken from a three ware emergent supply circuit h Y PP Y suing ! a continuous and unfused neutral conductor with ono side f the phase for operating _el._� y r_...__J: f ,-- j�.• \ ! �. -. _} . _ r- T fir, k �, power Pand the other side (, �a for supervising power to sound trouble signals. Stand-bybattery and charger shall be f y the system 9 furnished to operate b y em and to actuate the combination horns and lights inthe event of loss of 120V AC. The batteries shall '� - _ •-- - �- - ----- -� - n .,•- -• ��_ ..- - :=3 .• �j� �_� rt '. e lead acid with sufficient capacity to sound alarms for ra period of 10 minutes after a 24 hour i I 4+ p y interruption of o 120V AC. The charger shall be capable of recharging the battery full within 14 hours. I. g rY Y Under normal charging � _ --�� ".""ri""'..,""'t-."'t F:..:T jn:.m.•,. F .,._:_�,..f �..�,^^+;, r..,u^-z. +.V M , r rr ` service, the charger shall charge the battery at the high rate and automaticallyswitch to a low maintenance ° -�- charge when battery is fully charged. The charger shall contain both a voltmc;•ter and an ammeter f ° i o � EI y' ,..__.__j{ :`.J ;} _ __. � + �. __ iL __ � "-' i J �___ �f , '�� � � -{`i '`- I �' � __ 1 a. _ � .�... �/\ a µ I li ; it __..� �__._... _it 1 L__ _ ccuracy. In addition a neon lamp on the front of the charger shall remain on to indicate 120v AC power 1 source.l� Inthe event of loss of 120v AC, a trouble signal shall sound. An amber circuit indicator shall be i I used to show that trouble signal has been silenced. The battery charger circuitshall be current limited to , \ prevent damage in the event of a short circuit on the batter leads. ' Y fi� � r. li N �4 , 't _ , i� i �� �' FIRE ALARM SPECIFICATIONS (( i l , . I r., GENERAL ' The contractor shall fumis install and lace in operating condition an electrical) o erated - closed circuit ` h, P P g Y operated,- WIRING i supervised fire alarm system. All units of equipment shall be listed by Underwriters Laboratories for fire alarm signaling use and shall consist of a control unit, manual fire boxes all located as shown on the plans and wired The contractor shall install the system in strict accordance to the plans and specifications and the in _ zc�ra E I�t in accordance with the manufacturers instructions to make a complete and workable system as hereinafter of the fire alarm manufacturer. p p ` r4 described. All u pits of equipment shall be as manufactured b Autocall. Approved systems b others will be All system wiring shall be 014 AWG minimum and shall be color coded. All i considered provided the contractor makes the necessary modifications to insure compliance with the sytem end of line devices for the station circuits shall be located in the control panel. specifications,, OPERATION ! 4 j -- The Class "A" operation of any manual or automatic alarm initiating device shall sound a continuous audible tdarm on all alrm signals until the alarm-initiating device has been restored to normal and a reset switch manually actuated at the control panel. Audible alarms may be silenced at the control panel as hereinafter specified. The operation of any alarm initiating device shall light a common red alarm lamp and zone E( i annunciator on the control panel and a zone annunciator at the remote location as shown on the plans. s CONTROL UNIT The control unit shall be of dead front construction containing all relays, printed circuit boards, terminals 4 strip connectors, annunciator lamps, standby batteries and charger and other component parrs nnc.?ssary to operate the system as specified. All relays shall be plug-in type, enclosed in protective dust covers. The control unit shall contain a super- v visin milliammeter that shall indicate the su ervisiiv current passing through each circuit internal trouble 9 P J Pc' g g . REVISION __ _... � iJiSTRI8UT10N � signal, trouble signal silencing switch, amber trouble lamp and red alarm lamps. A single open or ground I Te GIF EID ; C BA � p in any alar initiating circuit shall not prevent an alarm from being sounded when any alarm initiating device ! _ is actuated nor prevent both alarm lamps from illuminating. Failure of tld.. system operating power, an open OFFICE I in the alarm signal circuits or any alarm initiating circuit shall initiate a trouble signal and illiminate an amber ! ' ;)p �- i trouble lamp. Trouble signals, when silenced, shall ring back when the trouble condition is restored to ; _-i- O'NNER ( normal. A means shall be provided to silence audible alarm signals at the control unit before alarm initiating ; ! ELEcrRIC l A j devices are restored to normal, indicating the need to restore the silence s�o itch to normal. Systems operating i controls shall include a system reset switch a system test switch a trouble signal silencing switch and alarm I PLUMS ( Y Y g 9 H.V A.C. Li i . signal silencing s vitch located behind a locked panel . ROOFER` �I •' ( � Connections shall be furnished for a remote audio visual trouble station with reset switch, a drill switch and i ! I STEEL 4 `t` an actuating circuit for remote annunciator. ; ! GLAZING ' �- NERBERT MANAGEMENT GROUP All alarm horn signal circuits will be supervised, using computer-grade solic'-state components throughout. , 90 PRESCC7TT STREET t Failure of either circuit will immediately cause an auciule trouble signal to sound. VJORCES7ER, MA5SACHUSETTS 01605 , ' DRAWN y. DATE SCALE ! The control unit shall in: lud . a six (6) zone back-lighted window annunciator and zones shall be appropriately CHECKED DATE DWG( NO s labeled. The control panel shall be Autocall Type FNA-2. i - - 76•rj-A lPR<,JVf-U DATE ' .....+.,,...,,..0�.�,......,...,..w�....,�.�..•,.,..,..«...,,.,... —...,....,Mw.....,�w.»...ad.....,..,....... ,,.._....�.�..,,,s.�.,.o.,...,:,.. ..«..,..�..-.-.,�.=.,,w....�...s..,.,...�..,..—.• .<r,.-..,..»...w...�.-...�,....,..,.,.w.,e,,.,...,.,o.,...,.�...,...,,,._w..,.—=.K—wa..,...�,w,�......»�..,,.,<,..�..«,e...�«..,.=...o+...�, - ! •....�� . k ..___........ .._. .. . _ r