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0025 COMMUNICATION WAY - 313-008-B00 (2)
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O �• r _—__ r Developed by THE KAY COMPANIES title dw .no } 4 � f � ,, -� C 4 � 1 .4 G.8 H.2 ?_6 QJ , J,1 J.5 J.8 �K� w� i N r - 1 ;{ T K { t r a 1 _ .__..__ __. ._ _._.._ 1 Ir �...� 1 id -�' ► 1-Ir -I -�/► -O 1G -II ts'D @ t _ — 14 t --� � � ..mot ...._-' .. �4-Y�m.rMr:..,..r4�.,,.w,..,,t� .....__ - ...-.-- :�.-_ _—_.__ _ - - _•_.__ _ ...�,_ _ • . 17 6 2 l 'Q6 _ �r -• __ _ •�'` *- I - aft tr,� -r- y, a► } o» -»_ � . .•� 1 I -' Mona IV .�_..__.-.. —..,......mot.......«._... � f'� , 1`.•. � � �i j}'�. � e +wIS.f � - '\ ,�t;:i�.�;,+ly�jar ,g� - _ 1 1 �--- may.—! .• .. --. �� 1 11` e .I �. i �• I �'S^"`-_ .�", :,n/ � J ' -'��L' 7;. �4 r, �/ t � �=N ..,\` ! � Y�.e..�+. 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T,"im'.f 1 "I.,rr:e..a..� _.i... ,� 1 e �/�� •.-. ,.rwa.+...w.v�wr.r .._--..,,eye >aa s. .._ ar.+eet.• a - "Slesw.�rr...J w-.. .. ,_. .». ---�e+..la..r•.ass. - ��. .,. .. nro.•. �- +a«r...rrY► ,. . ......+.rr.w♦- j ++w.+ - ..,...«» .«ram«.-« ....._ ....... ___ A A.2 A.6 ! B.4 B.6 C.4 C.8 DA E ,` � C kD 2 � � � E.4 .6 F �F.4� ��.8 �ji G.2� G.Sr H.4 H.6 J J.4 J.8 , L 3 r GRO N FLOOR PLAN REVISIONS \� �•, � Develop b �� THE KAY JM �l . � RED qR� L---'t ,� ��`^�1.:, f �R Proposed ,Facility for SS w- `REU r!R� O , �� �� A. COMPANIES ARCHITECTS r1'S�:=i cMvll�fE1=R$ .� ?. RBEEHEA O : ; International Inc. �.� as: F ft Str� -.__..r._.__• :�" ;='�=tts{1212? t!t-�+fr�, _ 1w Jv O = F Ho NiPSS�G MSS �. GROUND FL PLAN F .... G y J I r4r y }41 � �;• >!a•1 . -. t�--��" I � �I�!/� � V.C. ( A) j f1 1) E EA EA F F.2 F.6 G G.4 G.8 �'� H.2� H.6 H.9 � J J.1 J. , J,8 ! K 110 G J - � � ��Er �� \;� I�j (- �t 'r' J�.:�✓ .. ., ,,.. 7 it I y I 11 I r' I U 1 � I I JI r It + tl . I tl I it ,� II t w_.., ... !fl'-o -o I© 'a 5 io '� l0-0 - ID•� to -v ; •D -o IQo �'-0 _ 05 I ,- , •..•.v+'" f'+ _ i rlNM �) }; wlZlf._.1-.�_ _ r 1 •� �aG , � 0 rr .. -J i _ f lJ AL 1 it it : Ae\) r3 I + r Orr lye T Tl lr(\ Q Y :1 TL . l I / - I It {j V v !G h r} /b. 1100 �N itLd " « �..r t). L_ _19� ° * - I.r tt ------ - - 'p i 3 � • I. /fir ,C G � 1,�., v \ i --f'- • � � " ►� ,. I ►.'r('1. -y'U '�� C2� i `� I''` .,` l i I II of I I t t y 10 If _ All �may, J �+� p .�i t r ---� q �r� � � �; ��s�! �.r:'"�'r >At'� C�p`+�i �' ,�, �� T4-•�t�..� 1�1 .,�k. �.= �.�I-+'i; �t� g -- - -- =-- - _ 1 l - - . AI.�IAn r1,.M •M fj7,i . _ 1 _ r ! 1- - _ It it i : to ry it I Ij f ,. ' �. ' , - .��,!}q �' ^� /-'� .. - ..s 4....'r~,ur r �f 1 I f i e ' t, , _ 04 r IN _ ; 1 0;11 11111F i , GO if �, L�Ai II ' c ITIV N ._._ _ _ ____ _ _--- i jl s AL .. j p 1 li M - �, ..._.•1 t -1 i ` r l •+p I .. j �, - rp{� I,a I �(�-+ i .-o+' I I .�i I t: �, - It -tf--- -_- l 24 --- 6 f I _ a o . ��,._ ��-i ►. rI pia.. _�_ 5 G;, Cw :.)for, f f _ _ ` p _ I ( _ N 42 n i �' •'"[tipt/.00 iI,pN Al�I!. >�} ' 1 6 ( _ I 12 9 �-� "'�`-' .. , ' STD_. j-Ar-TIF- z r: 'CA-4 t0 ' r r i-tx-�'c, A : � t ,�----- - _ __.�,�.. �� � �v ��,,,�►r-}- � } � ;mot-r.. s�x� -.� --- - _ co L 2►�;.+ Its` , . ?7 2 : It -- 5 1 2 3 1'r4 _ I + ��� I f7r' !t (�i-�J+ I�1 iC It ICI I� j ► plt L r]it 11 Gjl �'+ J V II r 1 ii 11 { l i+ 1 I .r II J 1 1 p 1 Ir �__ ___. _ - - 1 i i I _ .._� ie � J+ r ! +r .,il --�- - ______. ,�. _ _._.__._...__ � �' a' Iv © I d � 1 t� �' g Q � o IO D"' I D' © _ _.�D _�__ __ � © .. I�-� --- �O �---- ►O U �-c� p /9d.!..riJl I'�++ ��' Vr I'�`1 L�I �Qit �I'Ulk! L� poi) �jl�air I�DIi I� s1 G�°'f �i 1 , 1 1 A A.2 A.6 , B ) B.4 B,61 C C.4 C.8 D . D,2� D,6 ? E E.4 E.6 F F,4 F.8 G ` 2, . f 1 G. G.6 �"� H.4 H.6, JA J.8 �K SECOND FLOOR PLAN 3 1. ,. AL NOI'M 2. A,LLI�+I NILM WU%= SYS AT Q�INt10US WINDOW 7. P400FING 9. WOOD 13. MIPMWr . Acoustic Tile C e i 1 i q g s 1. "Xawneer Seamless Mu .ion IT" Sd3 Dark bronze 1. Roof shall be "Carlisle" loose laid ballasted 1. All lumber shall be fire retardant treated. 1. Dock leveler shall be "Kelly" manual hydraulic "C" '' 1. Lobby ceiling tile to be Armstrong 2' x 2' "S 11abl�S 1. All construction shall conform with all applicable Y Yd - g g y �-�, finishish. membrane Roof construction shall be in conformance series H608C w/capacity to 27000# with "L" biunpers, 2. International Department tile to be Armstrong 2' x 2' � 2. Substitutions for specified material Tray be with F.M. Class I construction. A1.1 details shall. 1.0. DOOR5 2. Dock Sealers shall. be by Frommelt. "Crossgate" submitted as "or equal" for architects approval. 3• AUI!mIILVi F271?AiCE SYSTEM AT STAIR & IDUNGE conform to roofing mfr. specs. 1.. Hollow metal doors shall be by "Ceco" or equal with 3. Provide all to.i.let room equipment by "Bobrick" see 3. All remaining tile to be Armstrong 2' x 4' "Minatone" "Kawn er insulcast 450" - Dark bronze finish. 2. Roof hatch shall be 2'-6" x 3'-0" "Silco" H.M. frames. schedule. 16. Quarry and Ceramic Tile 3. All. materials shall be submitted for architects �' approval by submitting 3e of material, �amplete r double. 2. Overhead doors shall be insulated - 418 Series I. Lobby QT to be 6"x6" Pf�etroquarry by Metropolitan Ceramics - shop drawings and specifications prior to ordering of 4• 81LIlmmm ERI?A1U AT VEST�WIX 3. Skylights at office area shall be 4' -0" x 4'-0" manually operated steel door by "overhead Door 14 MASONRY 2. Toilet rooms 230 and 232 walls 11s to be 4"x4" Florida the by J HEVISION`/`�7 material.. l.. Kawneer 1600 Wail - Dark t�remze iini-�J1 dom>a by Wasco. ..orp. Or equal . �iCk -4 x8 x4 standard brick. 4 x8 .t4 s+Q1id Sikes Corp. Floors to be 2 x2 U. S. Ceramic Tile Co.mosaics 4. Shop dirawings and ales of all material and brick. and 4"x8"x4" sill brick - See wall secti�ns series 6000 or 9000. � 5• 8. PA ll.. FOOT GRILLEand details. T 3. All other toilet room walls to be U. S. Ceramic Tile Co, f ' colors shall. be submitted for Architects approval � " I�� S`T ( gyp I glazing shall be 1 insulated dark bronze with 1. A11 exposed steel tubes and handrails shall be 1. I1 Construction Specialties Pedi.grid rec;e ,sed. Contractor shall erect a 5' 0"lon 3' 0" high 2"x2" glazed wall tile. Floors to be 2"x2" U. S. Ceramic f following carjlete review by the General Contractor 9' g xpo - g - f mid coordination with oonstruction docents. 1/2" air spaces. Provide I" t� insulated glass at painted as follows: foot grille Series L6 with abrasive tread. See shaped sample panel for approval prior brink Tile Co. mosaics series 6000 or 9000. 5. Contractor shall coordinate IIVAC, mechanical, all entrance door sidelights. 1. Delete steel primer architectural details. erection, showing all. colon and coursing � 17. Computer.Floor masonry, 1, Computer room floor and ramp to be by Donn or equal, with I ' J� • . electrical and sprinkler designs with architectural 2. Primer - 5SPC - SP6 surface preparation ' and structural. Submit drawings of the above for E• SEALANT 3. 90-93 TNEMBC-ZINC as per TNOCC specs. l2. S`TE L 2. 8"x16"x8" ooncrete block. 4t -,'L gaiter and static resistant nylon looped carpet. architects review. 1. All sealant shall be G.E. silicone to match the 4. TNENEC serieg 73 En+dura-Sheild III Enazrlel " Provide (1) verticzl. ladder to roof !Match, shipping, ,n ;- darker of 2 adjacent materials. finish - Color. by Architect selection. - - ' „ /�• -^-� �` �I.4or►*�9'r k.& '�f 2'� Ra `✓ � '< ,i, �('•Wig• Developed Y a lie ro osecl Facility for �� EMD�:•, ��` ,N THE KAYNon Ell '� p - Y "All � T PSS We 4� �� t, COMPANIES ARCHITECTS PLANNERS ENCINi=cRS �atP J y � a \ I o - RELEN De r No. `'ittnSireel Sou- o+ .,as sac,SU ?'+.SC�'i( :'cjY• MASS, - International Inc. �+ O O �4 ~�� T s``Gr~' F'tt110 rrioFe,��SSP� - SECOND FLOOR PLAN 617-269-8690 ..-wnrerwwwwaa•-', .............w,-..-,..r•.cr•-. .».snws.. - +,.,,.,r,n...�s - _.. ' i � B 4 � � i r� I I tiav� �� �---� ✓1___ �. �. 1�i..rj. chi.J. r�..�"' �I• I �.,1.�. v/ ____�_ � ©_ �"1�J.�. TQ:- _ 1 12 J. 1 , __ l; I — ___..----------- - --- --� �' Q I � ------- 1 __-�-.� ----- -- 1 ��SI o�8,, 41 4" �3,,81 •� -------------_____._...-----�__-.____.__.______.------- ---_-----•----__-� r 1� 4 1 1 � ; -• I -- i t � 1 lilt F 4 - '�:�HUrJr NORTH .'`'�,p 1 - �Gr J. �/'�. - --._ Lam./. V,;,..J. :;%.�. r ��r/j.J• �,.. J• � ;,%. �. � L - I -/ � .__. ! -f--- i i I �- I'! -- I -4- -A-- 40L G�— i _. _ - __--•- i \ � 1 El _ _... _ ' /__�\ _- iw a r VIA ; -•s- ,ci G � 10 __ __ _ _ _ I L- 1 _ id - - - U \ 7 SOUTH 3 3 \ 2 1.2 1 1 1 .2 3 2 3 ' 4 \ 5 s.s 5.8) 6 I r� , Ll fr 1 1 , it /f .�__.. ' >� , 1* 7f. .- - - —� "tara-z�. s- - ' .!9 _._ -.._ _— -� I �. ._ _._� ! - {;A —+—�• ( �/ y// f 1 . f _.._ ter- s- r3; ,e► - ,� f, s - - 3001 l Sl AMM r t i 0 r , 1 HI W .- — —. i I r i i I T�--� LJ ✓�/�/� r��f''" /� / / �f �'c/r ��h� ���f I�'�."'"'✓T""" � I '� 1 4••` Y•� .�if✓L-+'.'--_ � ��I�:.:s� i�i+�' '% EAST � � �'��r� '�(�,,;�;IG �� a •�tt-i+�'�.p ��kf ':�---t=----___...----- -� � p�lt.�' i� �' II--{�%i�..1.. :,cam..�':>�=• �tk-tH l r�l� ?���' -� I i THERMAL TT,A►�JCE CIALCULATIONS I � I • I� IIs �I BUILDING COMPONENTS FAST —_--_— -- -_ _ NORTH Mi�I.r P�_ �,v_ Uw .OS 4". Brick veneer U0= U AW + U AR U0= Uw Aw 1$ 1" Air Space 1 1 1 1 I 1 Y' Ext. Sheathing A - A G 6}'6S%' ��✓ 1�•� I �], r'llfaF'1 6" Metal studs w/ PY'Ef; insul: I _---- - ------_ _— __._ _ -------- --- — '" GWB = (.05)2245.04 + (.49)7fi5 r , . 3010.04 1579 I '4 _ . 1618 s C . ®" �' ti'i•O. -�0 t✓'l.U. _—_ I t91= •49 1" insul. glass w/�" air space SOUTH WEST ;+ p ( r s G;I���1 MoL'L i,-r+ '1•G -IMV Ld l= .20 1T1 door, insulated _ I O U U0= Iw1Aw1+ L'91A91 U0= UwIAw1+ t'd1Adl+ tid2Ad2 --- - _ -- _-- -- --_-__. ---_.__— d = , 13 OH door, w/insulated slats. F11r . v• � s�'L�' �AK'� 'f� MJI�.I7 O �I��II F'�I/�M _ (.05)3952_96 _+ (49 1908 �1 NORTH ,--�---- _ ( 05)1320,8 +_-(.2)24 + (. 13) 128 -j�►-(�," ____.___ __�_____ .-___. ---- 5860.96 _ 1472.8 REVISIONS U = U A + U A . 19323 - a .05. 397 - +, I - 0 wl wl --��- 81 �•L. 3'' A WEST �'�/ �'d+,,., `t�f� . .. �• - - - - -- _ (.05)3311.24 + (49)885.5 4196. 74 U0= Uw A + Ug A9 I - . 14283 -i 1— 1 PARTIAL SOUTH _ WINDOW TYPES (.05).1108.5 _A — (.05)_1108 y5 + (.49)601 1709.5 "R" value fcsr perimeter insul . 5.5 .20468 "t'" vuale for roo insul. shall he .07 - ' -_.. .___._._ -......_.._.._......._. _. ..._ __.,......_.----+..--------r--•__.-.._--.w�+.s�r...rw�.•�.�'.'-�F:"'�.."^'_."'�Tr�'s-�s^aes:.,.�a�u<.�.s.. .__,W—___ ..—.__._.",-+:y,s.�,_.. ,., ._-.. � .. _ .. .++,w+-+�--....-...-,.,,..-.�.r,-....._.--,..�... ,-.._�•+.._-._........*,.n,«4....+.»+_..............«............w.-..,.-..�..�.-_.,.......-._«._...->.....a.._-............__...,-..-.+.,-»..,��+....,.�..._ .«...a...�._-. ..n •.w..++..,-�a..xe.,s..._....+..r+..+..+,..w....w...r.+..�.•w,---,.-+�.,-,..,.,w.-..�...+.aF+«... -- __.._«--..__.__.. ... _ --._,.f.+.--...._..,._.._._- _ Developed_..�.�t_..•..w,sn...,. r Pro osec. Facility for � T, � o o C) o scale p 1 Kss kRl THE KAY � w StRtu rykc,,,. o c \ \J�R-T A. �- COMPANIES ARCHITECTS PLANNERS ENGINEERS date I International 1 No. 815 East Fifth Street 80S ton,Massachusetts0212 7 drawn ernational Inc. p a FIF ,, ^ S \� ELEVATIONS 617-269-8690 ...•.MTlfVt•%k'd1YNKM.�?,a_'�f/M�A+Yk' .m,,.a..rv.vy�._,..;J+.iHM`-'JYc:ti..�oMcawww s!.+rt.1...r' .: •..e�w+F#.t�-Mr.w,w.... ,.. - x,.w�M�Y!a'Va7MYowrG= :y; title dwg.no 7-7--. -_ _ I _ __.. . j - ��, _ . I , - ....e.,.•.., : ._ _. .._. - .,,..-,..w_--...•o...,,.. .ra.......,w..•...,,...s,. .,.,....,....,..w.. ,.� -. ....a..,..+>-„ •...w.,rra�.�a... _ «...«r...w+.,,_.. .R...wi . W,. ..' '_ r �� r .1 . w r �A i .r=a� �] 1 4 ,e• 1. F ./ Y`' i -X V1. /,r 11 ,, t2'") I -_ — ., ..� __ Q I'°• =� � ';iIt : ,1�—`-- 1[af-f 't",it> o�.tt.)'40 ,OF 1 I , ,P I 1 "-�_. - s I 7 I H11 -.—.,— -.1-1. I - 1 ...� ;�---- I .-, -- —--- 1 - - J-- 1 t .. "4 ,, ::J '._ _ C'w" 'e-' . 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M-' _ { - - • - - - c- --_ __ ------- - --- - _ _.-_ ___ _ _ _ _ 3--, - - --- - - - , ---; � • _ -- - �- REVISIONS" ' EVI S i O N S -_ _ - -_______ .-_.--_-__ _- _, _ - _ ___ - _ - _ _._______ — _..__ __.________ _ _.._.__._ � I �Cy t7A,-r ,.__,�,_,,�\ . .1�j L __ _ -_-_ t i, _ ____. �__-_____-_____ ___ _.____ __ _ _ _ ENLARGED TOILET PLAN c G I IT � J i ..► C� .i _._.-. W _.__ --_-_-_._;-_--_•_•---.._-_,.-__. _.____.____._._________ .w ----- -..-------._. 1 ___ �__ _ _.__ _- ``? t Flo, I p�,�� �"�... .�_.�- h 1 r = �L_ w"Vow"10"� i .1. - I - . __ - - -0#/ I r, - --- - __ I I .• . y: �y &•,,,•,,,� Developed by i ��' Proposed- Facility for tEDA , t� p - Y -e'~ Q�-� THE KAY i J (��11 U Ual�L � knllcL, i - t r; d . 'If. �V '� V . 4R'T A. `6, COMPANIES =,RC_Hi;�cTS PLANNERS ENGINE777 ,_qsA `� ' . ... _. - C L - -...... , International Inc. . N�, ° No n s� �.�. - __ - M DOOR SCHEDULE 3 F� T14 )F . . ' A 8 _. -_ _ _- - - 617-269-869U TOILET I L E T ROOMS ----_ - - 1, �, i. .• - 'j1.a -. ` ` e -V ROOM SCHEDULE I floor north south east west ceiling Vr5IMAICK-15 no. title - --�- TT: -}- mat fin, mat_ fin, bass ma tin. base mat. iln, base mat.i fin. base ( mat. tin.Ir l kcr- - � C-al- 4�• Q� � GL , QD '� F G H -- I — -r- — 3 ''�. pv __._._.fi --- • } I� r I YV 01 !� i G�- G-T. t GT G• T t I f I �.. 1- tti-r I,p�i I✓ p �,, r, f r , M, 1-Cu I !, ' I p 1 .00 .G, ' + i I I { aT I lie �/� �/ _ ri h, ,•;� 1 j ABBREVIATIONS ! ;-- -L A.F.F. - Above Finish Floor INSUL. - Insulation i �} __. — ACT. Acoustical JAN. - Janitor I i I NVA.-7 - _-- - - - � — -� AL. Aluminum JT. Joint I} 1 t i * ALUM. Aluminum LAM. - Laminate ; I Ii I I { + ir-M i �' ! i " t - ' -dI �- FIN•b� A1DWL�IJ r ARCH. - Architectural MACH. _Machine i i ' , I I B L. - pio: MAT'L. Material HLKC-. rlockinn MECH. - Mechanical I ! I r1lC;—F. Carpet MET. - Metal# C'.G. - Ceil!ng M,O, - Masonry Opening - - tCLO. - Ciaset M.S. - Metal Studa (�fir.=M,i ` t I ! CONT. ContinuousO.C. -On Center Q! i I � C.J. - Construction Joint G.D. -Outside DiameterCo,IrsesPEAS. PlasterDeg ign PENTHSE, - PenthouseP. - Paint- - etail DR, Docr FYl'�I. PartitionGT 3 < I G-�- _' �:r_I _.. C•�- Drawing - ua Y E' � oleG'DW QT Q -err Til_* ' �ti. Eic�atien REQ D. Repuired f - �"-'- ! i j EL Electric �' r r I _I ! EC R.M.RM. Room 1 Ir _ - - = f G''T E.J. Exp �sion Joint R.i.: Rain Leader �� ! ` �\ + 4. ! 3 E'd�'R. - Entrance SriTG. Sneatiu��u I� ✓ I I �` 1 t !. ; � ? — -� = � S �Q. - Eauai SIM. - Similar fK ►` i E __ f -----1 V� ES. - Each Side SFEC. Soecification ` r i / i I EwC. Electric Water Cooler SS. Slop Sink • - e EXP. Ex arts=an STL Ste . i I — 1 - STRUCT. - Structural �� / �_, _ J _ I L _ 1, - T f ! �/ {Yt�sP-'� 1 p' f �/ !�L'� , 1/ l +. 1N. t f�€- UL%k�. EXT. Ex erior �,�i - -- - - - - - t _i _ - _ .- -- -- ---- ------ - FDN. Foundation SUSP. - Suspension -- - — - , ' , ± , FrEL. - Finish Floor Elevation TEL. - Telephone T T " i a ; i ? } i — F� '-� 7fr N•+b'S __.-- FFrG. - Foil Faced Fiber Class T.O.J. - Tcp Of Joi-t I ��{ - _.41 _-_ x FG. ! U ' �. . ... �. Finish G T.O.M.T,O 2� Too Of Masonry r s I � I t > - . - FinishT.O.S. - Top Of Steel 4! - I E1019 _ _ -, --_..._- .._. ____. . ____ ____+__.—.. -- -•------+--- _ _ _ , - Floor TYP. - Typical \/ i V I F;"T — i U ;'�`FL _�i N gas - ' ' #�-U HP- 1` I_b i w t�C AF f- \/ � 3 �/ i G } 1��-1-0 F'J. - Floor Drain UL. ilnderwriters Loratory I _ - - 4 _ m and - i Base 1 � Gyps _ , 1 --•r-- --j--•-•- ---+- •.•-I-- G H u b o V V n y l � I —� �•-- � � G 1 1 { VEST. - Vestibule Gr::d. - General VTR. Vent Through Rcof GL. - Glass - `' � ! I ! 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G �. 161 1 ' �✓ �s Ia® ' h� i t + -- T EL, to 4 r ' 1 � �11 ��I LINE f�._ -_•r•_- -- 4 a;,,, ,, Wit ______ � *� It wALL. ! , r ejteN L N`�vti R�tN� rr �- A+ rJ•F. b M.sCh,vvn SONJ DAM z-� k HAh. k r , i:r mac.LL V1 N 1 B+>- Ah,WALL- : w hL.!_ r, l' F1iJ.�,� WA -— c2a yy. - - rl ' - > C Proposed 'mc3clftt•� for >) j� r � ((�j t - a r ARCHITECTS I"LANNERS ENGINEERS date „�+ j N a RG ; ' 815 East FitthSlreet South Boston Ma t rr ssaGhuset sU2127 drawn �latkf!'1c3�117r1<l� Inc. _ ---- o.sots 4 Smm4 � '"���.,.� �.,,_,,.•� S�ONAi,.�N SECTIONS i 3!o DIA. W.w_ T sNp.('E0 POE- FOIZMEn II I r 12 MESH , r2LASTIG oONTL JN? �-- PLA.N ow- 0 SGHEU. SGH��. i � 2 �I 11 ,� Z NOTE A I 121 II SEE �LA-4I I ON 3/�11 so�ln G20UT VER'r_ 2.I:INF:�-. 1,POWN 2 0 wNr--NA d` TO' NOZIZ Of7 "f P�'E INv:zT WAIL_ II7WALL -- r••-��H. r�wG,�. FOfL ", - �0T1 HO(LiZ• � MIN. _� �I-F-VA I ON 2 - N WALL N� P2E�02M � - 2" i Q _ Q I � �•�I PLC 2EI L\ � T. Y o x T . g W.W. = zI 44 e.NGHOQ TINGi F02 GeAf�ES I fLTS x I -4 LG.+ HK. FDI� • x d GONTIZUL JOINTS TO 3 GONG. NOTE X GONT KE`(- LINE Ur' WITH MAhON2Y �'1'NG . Pt2ovlr» �oNG. �IEIZs IF 2EQr� vv - • G N�2 INT�12S TION GONTfZOL JOINTS r--tlN �NF=. I '/�of PI�2 AW��. OQ �G x SAwcuT - NO-'rE'. tVDEMAL.. WAL.I� rLEIN�Ot`�GIiJG SAw �U-rS SHALL 1�irr: N'1An� 24 NDUIZS IVO? gHOWN INITIAL gET OF GONG2La•Tt� . _._. .; TYPIGa.L TYPIG AL 7F-DUNr_.')ATION 'ryr,---Ice L.- G02.N ,12 �DDTING I��TAIL_ (For To S�ALE� Wa.LI GUNT2Ul_ DINT -T�,I� TY? NAIL_ p•r �I INV�R"l�s TYPIGA iNTF1210f� rl I IZ�IN�Ul2GING 1��Ta.il.._S SL.A� GONTcZ.OL JOINT 1�T�.IL.S I N .T.s. GOl_UMN l`ODTING ���> col. Ge!L A. �I,,I J'OI�T 5PI G NGt PDD .LOFTS FvR 'SEE r'�N I P v p lcd►Glrc OF ;�' I%ro.GE OF p�IGiL �21 G 1G ,.�. �•' r ��F , 3�2%2 x I/4� uN T �.� or� ----- - ° a` ( UNGN F02 , 2u ; p I�f I I II I�LOGkINGk n 'T p CUNGN �02 P�t,OGIL_INGI 2 v 1 NOTL P7 GON�"1�UG"T'ION 1200E OEC�iL k c Z V2 _ �__ . Lrz. �oNS`f. JDIN'r WELD To �,►-�I- JOIST /2 m �e TION P,OL.Tdb --* (Fty ST2UGT.) STEEL DEUC NUT �,►-aDWN Y a, �m i c GOL, ON L } O_ 7 f` 1'� =�A I n lot E E5 P7� A.M / I G E t-la.N I Pik a.l-1 N D E t�G K oF� 2j1 L"fGxl/4 11 'fe.P� 1� --- P n,� -FP-e G�R� � 4"- J o 15 - J oIS II I- Gyp: Jo1S-I- P�EAl--t J DI'a1 c L i o P r✓�, c� e 1/ 'ra.1z7 (� SGt LAN hLE PL-A1�) `SEE FLAN - - ► p�D-fT GNDIZ� EX?. � L JOIST, 5EE LAN � I I _--- e�T GIO t_S . M Ae�Eft gE L a►N ON FLAN i 4° ,'I2 4 � FRP�E r GHANG� U� I�IR�GTIUN h-� � �TA.1L_ JDI�T �Fa,121N UN �M. �LODI2 2 .�OtST l��Af�11�1 UN ZT��l.._ 1T. 4 ffRP. r'I D� T�i Yt -- GOL s gelr? LINE r'11N. S..J. I I I - G21(J LINE olti, s,EA1 1Y - In INS lal�it2 1.�1NE � P�Ea21NG, I �I-4 � I/21 G2 L Tod �oTT ToP e . II I/2 NOTE x I r-rIN. �2EG LION P20L"rS - 1��111 -- /Ir�� GNv2f� '�/I(v �,II I112 -(OE' O� fZOOF - I AI o IZ � Tile �©L SLAIyj� EE ('LAN V2u /:'/� W a7E:AM - pp 1 'rY l i (0 )L!I 1.11 - - - }!-- '/2 -�I -ro[7 OF sLAP� -rYP I - - -- - -- - -_ __  - -- --_-- -- -- . o/� I !s i�$• r4� Of j rl i hl I - - T Ee.EGTlO►� T w P.,H L - . l I 1.AN - E�EG-fION 1 I I� I I - l:� TIOrJ BIZ TIOtJ I I h�li r'LAN {Zj�AM ��•G'(ITOI� A '.� Jols-r T5 I S SFx ('LAN GIIzDr-_ �\ I I '(-� -- �.GE OF P7EAjZ1NG h/I�n it F �L1,N _ I S�� ('LAN - - - - I - - - - �, fo'��•�o ri�� � I I u n I � , i L I THIS r7l"-NeION SI-IAl_L P-�E_ `bHOWN ON ALL. / w/'11`vg1' 6TIPF. Ft. j I wp v1f�1 tsTiFF #� I I �DIS"r GI1 rZD SfZ I I Jo�T SGH�r7Ut_�S OF L_�NGTHS ETG. r?UE TO u 8 ti/ I I I JOIST G12f�E2 i f� r /v � L-i � L U �/L�.lZI�.TIONg IN h-'iLaNUFC.GTU2JNG STfi. I'T r"IAY P P-� CD TYn I (o�riCi r �/ L•- 6p ROE NEG��gA.2Y TO S"ft�G,G,�e JG�IST 'PAGING TD i CLIP �I Cv I I I GO*-1PLY wl-rH THEAp bTIFi� GZ' F-j W E I.D oT'(OM GH GR® I�NTI L �L-L �EPD ritavin < Fag .'01k5l 0-.0•X G d, - - TY�IGAL MDI�-I�NT �UN�I�GTIDN TY�'IG,a,� `101ST P��ts.i"�ING 1��T�.1� PI M �N N�J�GTI®N T h GAL 0 ANT GoN N E-G'r 10 N a.T eo0�) (N.T.s.� h-� TYP16AL MOMENT GONNE.GT ION ">'`(PIG�.L, I�IDM�NT GUNNY-GTIIUN � TY G1S,L DI"1 T GO N, s , �, y,- ( h-� C P7 1200 F TT N T. s . t GUMPLIA,NG� WITH THIS (�E1G.IL_ SHALL �E pj��� �O GO�UM1�1 (N.T.S.� ., JDIS"f G12(�E2 '(D GOL. @- I%L-2 (N.T. s.) `��� ,/� No1�_ DDNDT WELD �o7-rot--� cHePR.D UNTIL PLl- NOT Pa NOT WELD �tt�t�'1 GHo9D UNTIL ALL. --� SHOWN oN �+oP DWCA sUP' "ITT�s. Y , I.�DS HP-VE PEEIJ P-fPLIED E UNFORMED FACT OF CONCRETE A. WHERE F RETE IS IN CONTACT WITH EARTH, 311; 57EE!� DECK VERTICALS: 8" WALLS 1-#5 @ 48" Q.C. GENERAL NOTES EXCEPT SLABS, 1 1/�"; B. WHERE FORMED FACE OF CONCRETE IS IN CONTACT WITH EARTH, 09 1. ALL STEEL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE FOR THE TYPE, DOWEL ALL VERTICALS TO FOUNDATION, BEAMS OR SLABS. GENERAL EXPOSED TO THE WEATHER, 2"; GAUGE INDICATED AND ERECTION. 1. STRUCTURAL DRAWINGS SHALL 6E USED IN CONJUNCTION WITH THE ARCHITECTURAL„ MECHANICAL, C. AT INTERIOR EXPOSED FACES OF WALLS, I"; HORIZONTALS: 12" WALLS IN BOND BEAMS SPACED AT D. IN SLABS, 3/4" :. 2. FLOOR DECK SHALL BE GALVANIZED, SEE SPECIFICATIONS. -- Fs ECTRICAI. ORAWTNG, SHOP DRAWINGS AND SPECIFICATIONS. 8" WALLS IN BOND BEAMS SPACED AT 3. PROVIDE MINIMUM 16 GAUGE EDGE ANGLES AT SLAB PERIMETER AND AROUND ALL OPENINGS. L. ALL DiNtli'jiu;�S AND L6NDITIQNS SHALL BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES SHALL E. THE MAXIMUM ALLOWABLE DEVIATION FROM THE FIGURES ABOVE, WHEN PLACING BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR CLARIFICATION BEFORE REINFORCING IN THE FORMS, SHALL BE 1/4" FOR CONCRETE SHAPES 10" OR LESS IN DESIGN LOADS ` PROCEEDING WITH THE AFFECTED PART OF THE WORK. DEPTH OR WIDTH, AND 1/2" FOR CONCRETE SHAPES MORE THAN 10"` IN DEPTH OR WIDTH. 1. THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS IN PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCING. 3. SHOP DRAWINGS, REVIEWED BY THE GENERAL CONTRACTOR, FOR REINFORCING, JOIST, DECK, STRUCTURAL_ 5. ALL SLABS PLACED ON GROUND SHALL BE REINFORCED WITH MINIMUM 6" x 6" - W1.4 x W1.4 WELDED ADDITION TO SPECIFIC MACHINERY AND EQUIPMENT LOADS: ALL REINFORCING SHALL BE GROUTER SOLID CONTINUOUSLY, IN CELLS OR BOND BEAMS. MMEMBERS, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND A WIRE MESH., LAPPED 12" ON SIDES AND ENDS UNLESS OTHERWISE SHOWN ON DRAWINGS. STAMPED APPROVAL RECEIVED BEFORE FABRICATION CAN PROCEED. ERECTION SHALL BE MADE FROM ROOF 25 PSF + DRIFT ALLOWANCE PER CODE 5, ALL MASONRY BEARING WALLS SHALL BE BRACED UNTIL THEY ARE ANCHORED BY THE. 5 'RUCTURE. - -- APPROVED SHOP DRAWINGS ONLY. 6. IN ALL ONE WAY SLABS, UNLESS OTHERWISE NOTED, PROVIDE TEMPERATURE STEEL, PERPENDICULAR TO 2_ND FLOOR 125 PSF MAIN REINFORCING STEEL, EQUAL TO 0.3% OF THE CROSS-SECTIONAL AREA OF THE SLAB. GROUND FLOOR 125 PSF MISCELLANEOUS 4. A RECORD SET OF APPROVED SHOP DRAWINGS SHALL BE MAINTAINED IN THE FIELD BY THE GENERAL CONTRACTOR. 7. MINIMUM PIER AND PILASTER REINFORCING SHALL BE A MINIMUM OF 1% OF THE AREA OR AS FOLLOWS: 1. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL HAVING A MINIMUM BEARING 12" SQ =° 4-#6, 14" SQ = 6-#6, 16" SQ = 6-#6, 18" SQ = 6-#7, 20" SQ - 6-#8, 22" SQ = 2. THE STRUCTURE IS DESIGNED TO CARRY THE FOLLOWING DEAD LOADS IN ADDITION TO THE LIVE LOADS 5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL 4-#9, 24" SQ = 6-#10 0R UNLESS OTHERWISE NOTED. _ NOTED ABOVE: CAPACITY OF 1.5 TONS PSF. ELEVATIONS GIVEN ARE TO COMPUTED BUTTON OF FOOTINGS, ARE MINIMUM .� SIMILAR CONDITIONS. STRUCTURAL STEEL ROOFING & INSULATION 15 PSF PARTITIONS WHERE APPLICABLE DEPTHS, AND ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT Of EXCAVATION - DECK 1-1/2" -2 PSF STUD & DRYWALL 20 PSF REQUIRED TO REACH GOOD BEARING. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND. CONCRETE IN GENERAL, ALL EXTERIOR CONSTUCTION SHALL BE CARRIED DOWN A MINIMUM Or 4 FEE.TBEL_OW 1, ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE ASTM "STANDARD SPECIFICATIONS FOR 9/16" 1 PSF CEILINGS -SUSPENDED 3 PSF FINISHED EXTERIOR GRADE. 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE END OF 28 DAYS STRUCTURAL STEEL" , SERIAL DESIGNATION A-36, AMENDED TO DATE, UNLESS OTHERWISE NOTED ON JOISTS 3 PSF MISCELLANEOUS 2 PSF EXCEPT AS NOTED. ALL EXTERIOR EXPOSED CONCRETE SftALL BE AIR ENTRAINED WITH A MINIMUM PLANS Oft IPJ SCHEDULES. CONCRETE - NORMAL WEIGHT 150 PCF BRICK - PER WYTNE PER FACE FOOT 35 PSF COMPRESSIVE STRENGTH OF 4000 PSI. - LIGHT WEIGHT 110 PCF 2. ALL FOUNDATION WALLS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. 2, SHOP AND FIELD CONNECTIONS SHALL BE BY BOLTS, HIGH TENSILE BOLTS, OR WELDING UNLESS T 3. DURING THE CONSTRUCTION PHASE OF THIS PROJECT, THE GENERAL CONTRACTOR AND HIS TRADES SHALL 3. THE CONTRACTOR SHALL REFER TO ALL THE DRAWINGS IN THE CONTRACT SET TO DETERMINE THE 2. THE USE OF CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS ARE NOT MANDATORY UNLESS SO OTHERWISE NOTED, ALL BOLTED CONNECTIONS SHALL BE DETAILED FOR MAXIMUM END REACTION OF REVIEW AL LOADINGS BRACING AND SHORING REQUIREMENTS TO ASSURE THAT OVER STRESSING OR LOCATION OF THE LOOSE LINTELS REQUIRED OVER MASONRY OPENINGS. SEE LINTEL SCHEDULE ON NOTED, BUT SUCH JOINTS MAY NOT BE OMITTED, NOR MAY JOINTS BE ADDED, EXCEPT WITH THE SUPPORTED ELEMENT; ALL WELDS SHALL DEVELOP FULL STRENGTH OF MEMBERS TO BE WELDED, L Q DAMAGE TO ANY STRUCTURAL ELEMENTS SHALL .NOT OCCUR. DRAWINGS. APPROVAL OF THE ENGINEER. � ; 3. ALL MOMENT CONNECTIONS SHOWN THUS ON PLANS SHALL DEVELOP FULL STRENGTH OF THE MEMBER. WIND: ZONE 3, EXPOSURE B, MASS STATE CODE. 4. PROVIDE MINIMUM 4 x 3-1/2" x 5/16" ANGLE FRAMES, AS REQUIRED, FOR ALL. ROOF OPENINGS LARGER + '^ 3. ALL SLABS ON GROUND SHALL_ BE PLACED ON MINIMUM 6" LAYER OF 95% COMPACTED GRAVEL AND PLACED SEISMIC 113 KCSW MASS STATE CODE. THAN 8" SQUARE. GENERAL CONTRACTOR TO SIZE AND LOCATE. IN PANELS NOT EXCEEDING 1000 SQUARE FEET, UNLESS OTHERWISE SHOWN ON PLAN, INDICATED OR 4. PROVIDE GROUT OF THICKNESS AS REQUIRED AND 1/4" THICK STEEL LEVELING PLATES UNDER ALL Q DIRECTED BY THE ENGINEER. COLUMN BASE PLATES. ANCHOR ALL COLUMNS TO PIERS, WALLS, OR FOOTINGS WITH MINIMUM 3/4" I „ EXCAVATIONS 5. PROVIDE 2 FT. CUBES OF UNREINFORCED CONCRETE AS THRUST BLOCKS POURED AROUND AND BEHIND ALL DIAMETER ANCHOR BOLTS X 1 -4 LONG AND HOOKED. EXTERIOR COLUMNS 2 REQUIRED, INTERIOR BENDS AND INTERSECTIONS IN WATER SUPPLY LINES ON THE SITE OUTSIDE THE BUILDING, 4. FOUNDATION WALL CONSTRUCTION JOINTS SHALL BE KEYED AND SPACED AT 60'-01' MAXIMUM ON CENTER. COLUMNS 4 REQUIRED UNLESS OTHERWISE NOTED. 1. SHORE, SHEET AND BRACE EXCAVATIONS AS REQUIRED TO ASSURE COMPLETE SAFETY AGAINST COLLAPSE JOINTS SHALL ALIGN WI 'H MASONRY CONTROL JOINTS ON REINFORCED MASONRY. 6. PROVIDE 6" MINIMUM THICK CONCRETE PADS 12" LARGER OVERALL EACH WAY UNDER ALL EQUIPMENT PADS 5. ALL �7E£L JOISTS AND BRIDGING SHALL CONFORM 70 THE REQUIREMENTS OF THE STEEL JOIST OF EARTH AND DAMAGE TO ADJACENT PROPERTY INCLUDING BLJ7 NOT LIMITING TO EXISTING STREETS, 5. ALL SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF 1I.Q• 28 DAY STRENGTH. INSTITUTE, FOR THE �ERIES INDICATED. ALL HANGERS AND/OR LOADING FOR MECHANICAL EQUIPMENT BUILDING AND UTILITY LINES. PLACED ON THE SLAB ON GRADE PROVIDE JOINT AROUND PAD THRU SLAB ON GRADE. AND PIPING SHALL BE SUPPORTED FROM TOP CHORD MEMBERS ONLY, PROVIDE MINIMUM 2 ADDITIONAL MASONRY 7. PROVIDE MINIMUM 6" - 20 GAUGE GALVANIZED STUDS 0 16" O/C FOR EXTERIOR STUD WALLS (SEE REINFORCING JOISTS AT ALL ROOF TOP UNITS UNLESS OTHERWISE NOTED. ARCHITECTURAL DRAWINGS. ) 1. ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL 1. ALL. REINFORCING STEEL., EXCEPT AS OTHERWISE NOTED, SHALL BE DEFORMED BARS CONFORMING TO ASTM 6. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED TOGETHER AT 12" CENTERS. ` INDESIGNATION A6T5 GRADE 6Q, WHEN LINTEL ABUTS COLUMN PROVIDE CONNECTION AS REQUIRED. CONFORM TO THE NCMA REQUIREMENTS FOR LOAD BEARING BLOCK, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. ALL REINFORCING, INCLUDING COLUMN AND PIER TIES, SHALL BF DETAILED IN ACCORDANCE WITH ACT 7. ALL HOLLOW TUBE COLUMNS, WITHOUT CAP PLATES, SHALT_ HAVE A 1/2" DIAMETER WEEP HOLE IN SIDE i WALL, SET I" ABOVE FINISHED FLOOR FOR DRAINAGE DURING CONSTRUCTION. �• AT.'I.. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS, MANUAL AS AMENDED TO DATE. , I 3. ALL GROUTING PROCEDURES SHALL CONFORM TO NCMA STANDARDS. 3. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SHALL BE RUN 8. TRUSS GIRDER BOTTOM CHORDS SHALL NOT BE CONNECTED TO COLUMNS UNTIL ALL DEAD LOADS HAVE BEES, CONTINUOUSLY AROUND CORNERS, LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED WHEREVER APPLIED. POSSIBLE, AND HOOKED AT DISCONTINUOUS ENDS, LAPS SHALT_ BE 35 DTAi1£TERS OF THE LARGER BAR: 4. MASONRY WADI_ REINFORCING SHALL BE AS FOLLOWS: IN ALL EXTERIOR, STAIR & ELEVATOR BLOCK WALLS PROVIDE THE FOLLOWING MINIMUM REINFORCING 4, CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SUREACf5'SHAi_L B£: REQUIREMENTS. pNa.D Cry 1 U U��.��- �� sc to Proposed Facility for � date ARCHITECTS .PLANNERS ENL�INEEl+I 815EastFifthStreetSouthBoston,MassachussettsOQ127 drawn . : IntE'ftic3tlOnai Inc. ` ' ozs GENERAL NOTES .,.. .... oc /STEM F`rs�ONAL EN6 • -TYPICAL DETAILS title dwg.no, _...._...�.,...�..�...�.,.�.,._..,�..,�...�,...,,.,�,.,..�-.-.y..._.,....,�.,._....�.1:,��..�..............-.�..�._....<>.,,......,,..��_.�.....,.�._,..,......�.�..v,.»,...�..�.....,..._.,.�,.�._.r�..v,.�,�.,�...,,�,....,..-,...,..x,...�w._.... ---.�...r....,.•..�.,.w...a. ......�..A.........A......�..,..�,,..,....,...,.�.,.x.._........,...�x._..,,...,�..ye._»....,...�.......,�y...�.�.�._._,..p._.,..-.,.._..,....,.._�._.....�....-...,...�...,.�..........._.,......_,.,..•,.....:a....a.•..��., - � Az- W. r-j all _ -�,_ , P�E�t 1• � � w hM �� i lo' m i 2 4.1 - ..la l h► � � ' i � i Y : VaTAIA , L2 I } „p'�x�..7 w"�/I Gs�'� I IJ ids l~•�*.� =' � •-7-�-- � �, __— �� {:,� 1 r..__;__ r``�•, i , 1 . F: I da �>n� '✓N V D E I.D.I.. ' I i r i - fC 4 /40 pq, LF- 7 _ 'k l f �tirJ tom- !fit ' PrL 1� _ !� Tq.:- Ire i Su 1z1P L INS P,4?,T OL O.N'' C°� E!--J TZA1I,� +- 4 1 : a r _ r R F� �©r►T t o r•1 /' � �..ya>�IG�- _ - , ?` } T� - , WALL r� " �';A�1�;'iuht: SL. -7to , '• : r� �IGl� G,i o WALL IN r (�i . IT . L Y - �N I 0 a rr loll" !ice "T�l �� '�p '! I D��a����i�'�/�• YU 41� ('�flrc l�/�.IM 101��ffi /4 ,ESL GS,c,�, / . - , Ah f; ,� �J- cP AND - t _ vl2„-, �,,� I A.G�s'h �3cit. o �s SI... G d zed( o6 r- S L. it �i I I x Q ,, G©N T 11 I _�, �®5 ioovp R � -; -- s1.FTP-M w , \ _ to t _ _ t I . Gam . I e,57 t ___�_ ,_._�__ __ - -� -- �N PF-7 o IL< G Ah,P;iFHyivL.Y Ohl F-1 w I II f 8" 0>TU© — �il lr.+}c it rDwe�iy �rz. 2 I-o NT -, .- -� HAI p .hlar� G F-OT?-Y - _44 _ t�PN WALL c ONG _ _ �\�Jj�\// �• �''�� - N r I � .# a /00 !ell 4 ►--- \� n w/h'(P.o,P aNGNoRh� I699'� _ op z r 0 F-Or T 1-N J AT 1 Orl , F14 FLIP. 2�`� '` E/� l'"��' I I '�e \. `� f S-C° _�__<.` d y'cl 12 0�► -q. I I_ih o,i h-!ram -- - _ _ _ _' - �,� F.L. hF.E IPLA N Jel - i i' � hIAEWAwig; (,K-� ►�tO"&rA GO�NEGTIO1J --- ; — �/..���•-T i �I '� -I A T�PF RAF D Gk i '� /-' I yv I fv IN N OLD ,,. ,III w i 'A wELD to �ol'h _ ` �L� S� - r-pg JDIST 2'f t'n 2y2' K'/.q.' �.• M or-'►Er11 �oNr.l�:I I otJ I �I PF./,K A--or1°4re r hE TYP' J C Proposed Facility tC)t � � � � date � f �2 ►�� ARCHITECTS PLANNERS ENGMEFEW�� -, - 1�XXI o A 815 Last Faith Street $vuth BOSt+an,i+�ass c#�usett U62� a draws " STER � PART N AT ENTRANCE ONAL S sow 6 title t, ,� s REV V50WS JL �aEAJFRA{ REVtGlOh�S -(3-t3 n RSV J SED IN'/ " E I E 3 ,?I P. a rE.VISE.I) S NUWE. k R OCa M S 4- I E '3(., _ C REVISED MECP-KM C,/1 ODI � " F C(7 �,(' 4 WATER METEi2 5-2- �3ta EI-( 0'r 14�V_S i3r R C. I I>�V -7 Z.,''s(o, 3/A Ic --- FGo L � (2) 11/2"W V STORAGE f 3/4,'C W DP f F-c Z" S 4 u p - PURCHASING 4 S P- SECRETARIAL_ _ I _ _ -- I" TO UNIT HEATER - I Nh-JMAN RESOu'�GES STAIR NQ. I -- _- I VESTFBULE P-�, l , 7 1/2 HB _ u � y 3/4 r,',� i-JVAC. Ca,VTRACTOr`'� � � -- _ STUH INPUT A — - - - -- I P 3 I P-I I `> FGO 101 1 /h I Ej .!� 1 y,i \\ w 2 0 0 _ I --" Fp -- _ S I © TEL_. ELEC. (2) 2" v ON �--t---,-- -� 1 �o R PIPING 3,, Pp OB - 4 / T I Q 1_� II 3' W a T' - _ Z,. V UP WIT1=1N TOILET i ��(� � , ...:....,,... I Nv 6 9.5 ♦ _ T F ,�' • ", ,- a" SUP PART PLAN ~-�_„ WOMEN « � � —�4" w W DP Way ER HEATER ��, P SEE DETAIL 4 zQ (z) 2"' v uP G.O. I" G To U w I T t-I EATS 2 ` 10 � 1/4�FT C I I ,/y , WIN UP 121 I Y P TOIL-7- (CMS ! O�- -* I (-'�C Y I-IVA� GONTf2ACTQFZ / ` -^-�`^.r' ' J 3 �!'.p STOGit ROOM - 104 1O� MEGH RM SP 8Y OTHERS 50,000 B70H INPUT I SHIPPING z -.- 3f4 �`" N 1, ,SCALE 4" = I' O` i RECEIVIN + T ------- [� f? - CI E, 10:_0 �� � T ►Z 2. � ' 3" F D B �s�� BY PC UP ' Q �4""IrO ® U) • �VALVE ASSEMBLY I vk! " - _ - - - L HEG At-vE l-Gd I1� 4"5 DN 4 �1 }' 4" A iz M C V 1`U � K J�c,U E!_ �ETAII _ -{ 1 -S' p _ _ _ __ .-._._____ ._. _.__ _ I- _ ___ Fes, ____.___. _.__._. _-- .._ __....__ _ _- L `fy - I TEST r�00M � OF"F� FF'GE pF'FI - - 4 � J l FCO Y ^ANCHORS ��O ( L 1 BY PC, BY OTHERS 1 G0 -304 I _ ___.�_— FC O I — — RDwnRE �✓O / -.__M _ 4— ---- _ ` _ _�..--�T _ _ _ Fco F IPE Cep ENGINEERING R* D _ � _ -- _.__-__ _ — __— _ -�, _ R P �- •,� __ -*`-C'A G _.__ .,�_.___ G'�_ _ _ C '` _. ___._ __ A _ SEE D ETA I L_ I I e z W' DN ► I�} s- f- C, f - _ 2 _. (AC , e -.-_ zi+ C' 4„ 4 S ON W DN PAC:k:��+.Gi'ti ___�_. � .•v1. _ - — GUIJE� �► ANCHORS -To WATER MCATER 2 w' ON I} 3 4 ' GA GAP�E'.7 -15EE ExPANSION oPS „ 3/4„ GW GAPPED TO AID C0MPRrsSOR FURN 154 tED DETA' l_ 3 1 1 (4 Pl_Ac ES } IN`�T/NLI~ED �'f r16ROWC5 118 � W,4 7_ I I I F-OR PIPING CAc) WITt-iiN TOILET �/4°(It-C: RM5 SEE DWG P 3 t_3� FCC ! i --�— -. __— _ ___ _ �- �/I �� �_ I _ __ _._w__.___ _ ____ FGOFCO -- --- ----� 1 _ czi� Z. fin/ 4 T- CIO LIF _— — «�.. _PLACE 3I4Gv`f DfI ' I � - _7 _ _ _ � , 1 II2� III3I14 Ii� �- - _ i - 4 - ' OFFICE O��10E OFFICE I 2 , Agv r-LooR. + I I�z H e GW UP 2„ W Dfi"� I � �� (q PLACES) ' IArt I/2 W UP STA I R NO. 2 S ' RI_ UP -� _,+ �� �� 4 W RISE CAP ASv �(5 RL-ACES) I ID �ERYICE I I I'' _W B15d CEILWG, P�,ODUCTION � � 107 III up } log i 2 v UP PRODUCTION/ FINAL..._ TEST EMPL.OYEI_ `OUNG.E ' ± _ OAS SERVIC 7 ME.rFR t. REGULATOR THR,U WALL. E)Y GAS COMPANY, C:ON 7 By PG TOTAL L.OxD P+-IA �- I ' s 1 ' T S �— G , ! �t3, 0 C 0 � U 1'N 3/4"C W DP /� — �—� 3► . r i zl 1 � v I FCO � _.._ _...._ .. _ _. . _.._ ....._. LL T `--1N,-4 71 . 0 TO SEPTIC, SYSTEM— k x 3' _A (jRJUN �l. 00f� PL. �Ifa.T '_ 1'LEE1 S12b °:UPI`':. sib t %Y U '; I b 4O T. t1o1E.TLZ To FS \'�__jCL\P SA1.�iTp,1 Y SCAB G d �(f3 1`-O' PIT 5'X4� W/`STEEL_. r- t .. �. f* '4 "C-N' r . I l_1 t•.�'i~ , R Gad l"t s5' - P L.AT E COVER 2 :C DEIGN FOR. 115 GPM A MECN. F�M. Q 4 NOTE• 4„ I. PIPE ROUTED ''O NOTHI•-� 4" (SEPTIC SYSTEM TO BE RERQUT>=1 L- --- - _- -- IN FUTURE TO SOUTH (STREET - 4 WIaT±i�.R 'DEWIER ) . PIPING WITHIN P17 To BE ACCES51 BL-E FOR F-UTURE CONNECTION ;a,' /�C-� BE�Ow L�dCOVER F- LATE 2. DIMENSION ' A SI--1/\L LL AL-LOW (C) F 0K FUTURE NNI .CTION E ' ' NGTH x GP SIZ� OF M�,I,ti DEVELOPEt� LEI ' "' � I/2 n 3'�4n I)F,.T-N 3,PIPIiN(4 VNITHIN ITT' TO ��- NO- HUb PIPE� I f 3/4 91-3+ i'-J 0" I 1 TT I N S 5 J" I J o,-5„ 2'-I I Nv'. 7.3,a;;$, TO STREET SEwE.R, -- 2" DE7AI L �� - D7TAIL BAN i-T/�RY �='i T- .� -. XPAINS10�! LOOP REQUIREMENTS NU SCALE NO SCALE Proposed Facility for ��op- Topc �� �RSTS ftnCc]� � scale4� '�oTE:- RCHITECTS PLANNERS ENGINEERS date Z-2e-86 International Inc. ' 815 East Fifth Street Boston,Massachusetts02127 drawn G>`W C.A.L� OWLEY ENGINEERING INC. s� CoNriULTING ENGINEERS "' ..► 40-48 NORTH MAIN STREET MIDDLEBORO, MASS.,02346 �'rti' GROUND FLOOR PLAN P-- 1 (617) 986-6343 title dwg.no. REVI 510 NS PLUMBING SPECIFICATIONS 16. Hose Bibb and Wall Hydrant: Hose bibb shall be Chicago No. 952 'z inch chromium plated faucet Q CaENCRAL REViS10N`� 3-13 8 with vacuum breaker, lock shield, loose tee handle and 3/4" hose end. 1. Related Work by Others: The following work is not included in this contract and .is to be REVISED SN0UJER K 5 .4-15-8(d performed by others. By the General Contractor: excavation, backfi.11ing, shoring and Wall hydrant shall be Smith No. 5609 Series, cast brass non-freeze heavy duty wall hydrant pumping all staging over eight (8) feet in height, masonry and concrete work, all cutting with one inch IPS brass casing, polished brass face, brass operating parts, renewable nylon and patching except core drilling, finish painting. By the Electrical Contractor: Electric seat , 3/4" HPT standard hose outlet, 3/4" IPS outside thread ground joint union elbow wiring, connections, and disconnect switches will be furnished and installed by the adapter, integral vacuum breaker and "T" handle key. THERMOSTAT;C MIXING Electrical Contractor. 17. Fixture Schedule: VALVE 20 GPM @ 5 P51 DPOP WITH STOP-; 2. Shop Drawings: After the list has been processed, submit six (6) compliete copies of shop f'.NZ) CHEGKS /-7HERMOMETER L.E END drawings of all equipment. The approval of equipment does not relieve the«, Plumbing P-1 Water Closet - Kohler K-4430ET - Kingston Water-Guard toilet with K-4670-C plastic open Subcontractor from the responsibility of shop drawing errors in details, sizes, quant-i.ties, front seat and Sloan 110-FYC-3 Royal chrome plated flush valve. Chrome plated escutcheon ✓A to wall.. GUUM RELIEF -- -- - wiring diagram arrangements and dimensions which deviate from the specifications, contract and IPS nipple - G W GUt...0 vVAT E.F?, drawings and/or job conditions as they exist. If apparatus or materials are substituted f{► � � ��2 P-1H Water Closet Handicapped - Same as P-1 with a mounting height of 18 from floor to top ..,, by the Plumbing Contractor for those specified, and such substitutions necessitate changes --,a - - HW HOT- \,VA7ER in or additional connections, piping, supports or construction, same shall be provided and of seat. the Plumbing Contractor shall assume cost and entire responsibility thereof of any M - - - - HWR HOT W,ATE R, RETURN substitutions he makes. Architect permission to make such subsUi.tutions shall not relieve P-2 Urinal - Kohler K-4985-T Freshman Water-Guard urinal with Sloan 186 Royal chrome plated -- flush valve. Chrome plated escutcheon and IPS nipple to wall. Chair carrier with foot V EG ENT CONNTOR' the Plumbing Contractor. from full responsibility for work. Be responsible for changes to su rt. BY HVAC- GONTR. i _ II�Z' S OR W SOIL OR WANE (,NF30VE: GRADE) work already performed made necessary by delays in shop drawing approvals. ppo _ -- - 3/4 - S OR W SOIL. OR �n/ASTE CBELOW GF ADE) P-3 Lavatory - Kohler K-2195 Pennington lavatory with K-7401-T Triton II faucet. C,rnrane { 3. Codes and Permits: All materials and work provided shall be in accordance with the -� Corrmonwealth of Massachusetts Plumbingand Fuel Gas Code, Architectural Barriers Board, State Plated cast brass "P" trap 14" x 1'�" tubing outlet to wall. Chrome plated escutcheon and pair of chrome plated loose key angle stops. i I I -AQUASTAT - - - - - - / VENT PIPING (ABOVE vRADE) of Massachusetts Building Code and requirements of the Town of Hyannis. Secure and pay for I all permits and inspections required. - - - - V VENT PIPING � 'E 0 W' G R,AD E) P-3H Lavatory Hand i ca - Same as P-3 but with K-7401-TL Triton II Faucet, with piping T t P FZE L I E�= y - - - - - installed close to wall and counter, and insulated with Armaflex insulation. VALVE r IPE "-- "- " "� I �. `Tests and Inspections: Make all reasonable tests as required and leave the entire Pluming _ �' installation in correct adjustment and ready to operate. If inspection of materials F: JLL SIZE -O ! ` RL RAINLE/\DE2. (AaCVE GRADE installed shows defect, such defective work, materials, and or equipment shall be replaced P-4 Shower. - Symmons 1-100X-3 Safety mix shower unit with 3 GPM flay restrictor. at no cost to the Owner and the inspection and tests repeated. RL_ RAINLE.ADER (PELOW .3%`ADE P-5 Slop Sink - Kohler K-6718 Bannon service sink with K-8936 stainless steel rim guard and + wall hanger. K-8907 faucet with wall brace, threaded spout , pail hook and chrome plated TIME CA C A C,O M!_)R E S S E D AI R 5. Guarantee: All work performed under this Section shall be guaranteed in writing by this T Subcontractor to be sound and free from all defects of materials and workmanship for a period escutcheons. GLOGh of one year from the date of acceptance of the building unless otherwise determined by the I i G G SAS PI !N Owner, for work under this Section, and binding himself to repair or replace without P-6 Electric Water Cooler - Halsey Taylor - WM14A--1 wall mounted cooler, j additional cost to the Owner any and all work which become defective within the guarantee 1 DP ON DROP OR DO W IN period due to faulty materials or workmanship. P-7 Sink Dayton DP2-11515-C Bar sink. RETURN -� -- GIROut_ATOR UP RISE OR ,1P S. Record Drawings: This Subcontractor shall maintain at the job a complete and separate set GAS PIKED � I I - 5 GPM p 30 TDH 18. Hot Water Heater: Furnish and install a A. O. Smith BTP-125-140 glass lined and gas-fired / y TEE. L_00 KING DOW N of blackl ine prints of the Plumbing drawings on which he shall incorporate all deviations STORAGE ti A�"CR ter or equal equipped to burn natural gas with an input rating of 140000 BTUH and a from the original drawings. Principal. dimensions of concealed work shall be recorded. At heaterHEATER- the completion of the job, these prints shall. be submitted to the Plumbing Engineer, through A.G.A. recovery rating of 134 GPH at a temperature rise of 100°F with a storage capacity CAP ON END OF PIPE i i 1�"i i l h 129 of gallons. Heater sal be equipped with water inlet and outlet opening, powered the Architect for final inspection and comment. The prints will be returned to the � D.O V � 11 gas burner with gas pressure regulator, A.G.A. rated temperature and pressure relief valve t L� F D D FL D', ROO DRAIN ROOF re Subcontractor with appropriate corrnts and recommendations, and then this Subcontractor `T7i 1g shall at his own expense make the revisions, in a manner_ approved by the Pluming Engineer, and an Protection. POWERED GAS _._...� s B UR'NER �� -r-G -i CO t.,LEANOUT' transparencies to the Architect after incorporating all changes. on wash-off mylar transparancies of the original contract drawings. Submit mylar U ----F{N{SHED F•L.00R 19. Recirculating Pump - Hot Water Return: Furnish and install all bronze recirculating pumps �* as indicated on the drawings. Refer to drawings for motor characteristics. Pumps shall a -I D C O DANDY ` L_E A N O U T be as manufactured by Bell and Gossett Co. or equal by Taco Heater, Inc. or Thrush. Furnish - - - - - - - - ?. system Identification: All valves on pipes shall have circular brass valve tags, of at least , 1--'2" diam eter, attached with brass hooks to each valve stem. Stamp nur>t of the valve and and install immersion aquastats on the suction side of the recirculating pump. Aquastats -' FFCO FLOOR �_LEANOUT- the service, such as "HW" for hot water. The numbers of each service shall be consecutive shall be Minneapolis Honeywell No. L4006A. --I�h-- E3AL_ANGIN6 VALVE and shall correspond with numbers indicated for valves and controls on the Record Drawings 20. Sanitary, Vent and Storm Systems: Furnish and install complete systems of gravity building and on three (3) printed valve lists. These printed lists shall state number and locations drains to take wastes and storm water from all soil and waste stacks and drains to a point DETAIL_ 4 BA_L_ VALVE of each valve and the section, fixtures, or equipment which it controls, and other necessary 10' outside the foundation wall. Furnish and install a complete system of vent piping to information, such as sequencing of valves. All pluming lines and equiprent shall be vent all stacks, fixtures, traps and appliances as indicated on the drawings. All vent T P- aPP g F ---�' .}�- �,H E C K VA LV E ident if ied by pipe markings which sha1.1 be provided under this Contract. Markers shall be yA S P I R - D y�/AT_ R N E.ATE:E R, piping shall be concealed where possible with the horizontal pipe pitching back toward appl-ied every twenty feet O. C. Markings shall. indicate pipe qpntent and direction of flow. fixtures to allow condensation to drain. --------i % T 5 t -- ---- H TEMPERATURE "7RE`� ! _- RELIEF VALVE The pipe markers shall be equal to the Setmark Semi-Rigid plastic identification marker as manufactured by Seton Nature Plate Corporation. 21 . Cold and Hot Water Systems: Furnish and install complete cold and hot water systems to .A:D service all fixtures and equipment indicated on the drawings including piping, fittings and \ _m5 8. Operating Instruction and Maintenance Manuals: e the completion of the project turn over s valves requiring connections. Hot water piping shall extend from the hot water heater to -1 }-- O, S 4 Y GATE VALMU to the Architect two (2) r_cxmplete mtarnuals in three-ring loose leaf binders containing the all fixtures and equipment including piping, fittings, and valves. In general, piping shall following: Complete shop drawings of all equipment, operation description of all systems, _ - - 1' FLOW IN DIRECTION �.1 ARROW names, addresses and telephone numbers of all suppliers of the systems, preventive pitch upward in the direction of flow with each branch and riser separately valved and with � 1/2" hose end drains on the outlet side of the valve and at all low points in the systems. maintenance instructions for all systems, spare parts list of all system components. Install valves for each battery of fixtures and other valves as necessary to isolate all H -i- B W{- HOSE L�IE3F3 WALL HY DR ANr parts of these systems.q. Plans and Specifications: The drawings showing layout of the Pluming systems indicate the approximate location of piping, valves and equipment and are schematic and are not intended __ - �' E 6U I DE 22. Chlorination: All water lines shall be thoroughly flushed and chlorinated in accordance to show the exact routing. The final determination as to the routing shall be governed by with the requirements of the Town of Hyannis before being put into service. - �- structural conditions and other obstructions. qu Y 9 P _ ((:3 4/ 5 2" V lr ✓ - ,A t 23. Gas System: Furnish and install a complete gas supply system starting at the gas meter �2� z V ON T�-T C q SriO I;� ��SOR iEI, 10. Access Panels: Furnish access panels for access to all concealed valves, dandy cleanouts including pipe, fittings, valves, connections to all gas-fired equipment requiring gas, and 4" S 4. 2" V and to all other concealed parts of the plumbing system that require accessibility for the all accessories and incidentals as indicated or specified. F2_ 0 4"S DN 4. 4 V' UP proper operation and maintenance of the system. These access panels will be installed by 3 F D O 3 r D .`� -� TO 4� VT c- \i30 V E `�E I L i N C others. 24. Protection and Cleaning: Each Subcontractor shall be responsible for his work and equipment ,2 5 V �. until finally inspected, tested and accepted. Upon completion of this work, this Contractor O 3" W 4 2-" V C C AT Ei LI NG 11. Piping and Fittings: Piping shall- conform to the following: 4"'S 2" V shall clean all fixtures and equipment and replace damaged parts. Upon failure of this ----� IA2' W 3 -I CON ? Contractor to fulfill his obligation, this work will be taken care of at his expense. ! tlz �+f3 ; 2" V DN .. Schedule 40 galvanized steel pipe and malleable iron fittings - Vent piping two (2) inches 1 I I S 4 V and smaller except as noted on the drawings or otherwise applicable. ('J3 ` l'!= _, "�� i'�` _`. P_.;.Z 2�!P" N � I I/Z" 'v�/ d `✓ C ONTR C O N T(;;,,-\t;T 0 k, 25. Workmanship: The entire work provided in this specification shall be constructed and 4 d , finished in every respect in a workmanlike and substantial manner. Furnish all such parts - r - ! u Service weight cast icon soil pi-pe and fittings - coated - joined with oakum and hot poured Y 1 j 11/4"' HW DN FFE FINISH FLOOR ELEV.ATI DN4 as may be necessary to complete the system in accordance with the best trade practice and . c � 21 2 GW D N " lead joints, or neoprene push-on joints. All underground, soil, waste, vent, and storm , f C / �- to the satisfaction of the Architect. This Subcontractor shall keep other Contractors fully piping. SAA - _ __--_ _ - -. _-_ ; HVAC,, HEATING informed as to the shape, size and position of ail openings required for his bid apparatus - and shall give full information to the General Contractor and other Contractors sufficiently I- r ' Hubless cast iron soil pipe and fittings - uncoated - joined with Mass. Code approved in advance of the irk so that all openings may be built in advance. Furnish and install - �1" �2, '-� 21f2`+ ' 4 I��/ I\,V `R ELEVATION coupling and neoprene gasket. All above ground soil, waste, vent and storm piping two (2) � � f all sleeves, supports, etc. , specified or required. In the case of failure on the part of inches and over, EXCEPT AS t140TI D. this Subcontractor to give proper and timely information as noted above, he shall do his �� I I { hG PLJMEING C0N7 R \,-_ ! .: . own cuttingand patchingor have same done b the General Contractor, but in an case 1 I I _ "L" hard tempered copper tubing and cast bronze or wrought copper fittings joined with y y 1✓ 3 1 P4 P-3 P-u ,. •, r'-Z P-2 a P•+ 1`ype PP' g g PPe g 1 without extra expense to the Owner. He shall also obtain all .information from the General -" -" I '- -' --. � -- - P-i PI UMSING FIxT'UhZE N U M 8 ER'. 95-5 solder - All compressed air lines and waste piping 1 and smaller. Contractors which may be necessary to facilitate his work and the completion of the whole I-11z"WR, All hot hot water return _.- -- _ _1 I wa e urn and cold water piping onside the building. protect. t ! ( i/2 N�3 I TYP _YPIGAL_ Schedule 40 steel pipe with threaded malleable iron fittings - All 26. Testis Piping 1 E g p g Systems: Test all work in the presence of the Architect and/or Engineer and � I �/T R VENT T•-i R.Li !20 O F gas supply and distribution. the Plumbin Inspector as called for in local-codes in the followin manner. After soil - � 9 Pe g (--° 3 FD O 2" V DN ! 3� P. waste and vent piping is in place, plug lower ends and fill, maintaining the water level 232 l z32 I SP SP I-R Cement lined, ductile iron, tyton joint, water piping thicknes'i Class 52 - All underground intact for a period of at least four (4 ) hours. The drainage piping shall be tested a I, 4 water piping four inches and larger. minimum of twice as directed by the local inspector, once at the completion of below slab _. __. _._ __ _ _____..____ ____ _.- _-_._ -_ __. �XI DOV DRAIN 077 VALVE roughing and once at the completion of all roughing after pouring of floor slabs. 'Test 12. Hangers: All hangers shall be adjustable clevis hangers. Malleable iron brackets of domestic water piping by applying a hydrostatic pressure in the equipment roan of 200 PSI UNION approved type shall be used along the walls. Wire and strap hangers will not be permitted using a pump for this purpose. Make sure that all lines are properly plugged or capped and in this installation. Install a 14 gauge metal pipe shield between pipe insulation and all that air has been vented before applying pressure which shall remain constant without pumping pipe hangers. for one hour at least. Any leaks in joints or evidence of defective i or fittingsTOILE -7 I - M disclosed by tests shall be ediately corrected by replacing defective g parts with TO i L_E IT- 3 L�2 4 # 2 immediately 13. Insulation: All cold water i installed above grade shall have 1z" glass fiber 3� pound joints or material. No makeshift repairs effected by caulking threaded pipe with lead wool, , pipe � SG,'�LE � 4 density snap-on insulation with vapor barrier jacket. All hot water piping shall have 1" application of wicking or patented compounds being permitted. This Subcontractor shall glass fiber 3'� pound density snap-on insulation with vapor barrier jacket. Ail valves and furnish all equipment , labor and materials, required for these tests. Gas system piping fittings shall have fiberglass insulation and covered with Manville's "Zeston" , PVC fitting shall be tested at a pressure of 50 PSIG and pressure shall be held for two (2) hours. 2" GW DP covers with a 25/50 flame and smoke rating. The covers shall be Manville's "Zeston" or an I/2' H Gam/ DP 4 S DN � 2 V approved equal. The covers shall be secured in place with 1" wide, y ape 27• Work Coordination and Job ration: Plumbing systems and equipment in and above the white vinyl t on all -- � g y3~ V UP 2"' V D Nceilin con sted and ssible roblem areas Shall not be installed without first > 3„ V oN # I�/z v �Z) " s ON z PIPE SIZE TO FIXTURE SCHEDULE seams, joints and throat. All piping on factory assembled equipment shall be insulated same g Po P as for field installed piping. All pipe insulation shall be covered with a fire retardant coordinating the installation of same with the other trades and the General Contractor. 2 S i V ;{ vapor jacket in accordance with NFPA. Jacket shall be constructed of outer layers of white -- ----- - - -- --- 2"V DN =- -- FIXTURE P.N 0. S/W VENT C W H W kraft paper and 1 mil .aluninun foil with a glass fiber reinforcing between, laminated 28. Supplementary Steel, Channel and Supports: Supplementary steel and channels shall be tirmly together with fire retardant adhesive. The jacket shall have a water vapor permeability connected to building construction in a manner approved by the Architect. The type and size - -T�' - �a"> �/f\TE'2� LOSETof the supporting channels and supplementary steel shall be determined b the Plumbing I P-) ��a P-IH II/z I P3H �_ of .02 perms. Jousts - the end joints of insulation shall be tightly butted and covered uPPo g PP ' Y g '� ( ) H I I n/A�-ERCLOSET H -GAP P ! - with factory furnished end joint sealing tapes. The jacket overlap shall be sealed with Subcontractor and shall be of sufficient strength and size to allow only a minimum deflection i I P-3H _ _ _ _ an approved sealer which shall not rear the jacket finish. End joints on cold water piping in conformance with the manufacturer's requirements for loading. All supplementary steel -II/2" I _ -� URINAL. P-2 J- shall be sealed with vapor barrier mastic. Fittings on cold lines shall be vapor sealed and channels shall be installed in a neat and workmanlike manner parallel to the walls, floor_ P � ;�>' P H with 1/8 inch wet coat fire retardant vapor barrier mastic. The insulation on fittings, and ceiling construction. -"'� „�}_ _i ` 3 JVZ1 H 4CW DP valves and flanges shall be finished with the same type of fire retardant vapor barrier -:- _ ____ __ _�1� Ha_� .____ ��J ��'2 _Hg .. _ 2 W DN 4 11�2 V L-A /ATO RY H - _AP P-3 H 1�2 ! !/2 I/2 I/Z 29. Sleeves and Inserts: Sleeves shall be furnished set and properly secured in place at all -- - ` -- jacket as the piping. All sealers, solvents, tapes, adhesives and mastics used in •�� SHOVE.-'ER. P-4 -- ', Ij 2 f/Z conjunction with the installation of all insulation specified under this Section of the points where piping passes through masonry or concrete. All sleeves shall be of sufficient __-/ Specifications, shall pass the maximum possible fire safe qualities available and shall be diameter to provide 4 pipe, or around the pip or in the case of insulated pipes, ; _Op ;INS P-S 2" 1, I/2 of a type approved under NFPA or NBFU No. 90A or 90B standards. The flame spread rating approxirmately ," around the insulation. Sleeves through concrete slabs, and interior _ _ _ P-�, I/2 shall not exceed 25. Smoke development rating shall not exceed 50. No covering will be concrete and masonry walls or partitions shall be steel pipe where exposed; concealed sleeves EL_EGTRIG vJATER G0 % -`_� applied until the piping has passed all tests as required by the Architect. All covering shall be tin. Pack spaces between sleeves and pipes at floor slab passages and make I �J SINK �' �� I,` I ' shal_1 be by recognized manufacture equal to Gust in Bacon, Johns-Manville, g watertight. Galvanized sleeves and copper piping shall. not be laced in contact. Install P-I J i /� Owens Corning gh PPe P P 9 P Fiberglass Company or equal, and shall be installed by reputable Sub-Su&ontractors regularly inserts or other anchoring devices in concrete and masonry construction as required to ! ' _ SA G�` __ engaged in this work and employing men particularly skilled therein, support piping. Inserts shall be of the adjustable type as manufactured by Carpenter and Patterson, Grinnell, or Flee and Mason. Y ( _ -- a RD 8 117 I O" Z 0 2 F>d ® - 14. Cleanouts: Furnish and install access covers for all floor type cleanouts. Access covers 30. Compressed Air System: Furnish and install a complete air system starting at the compressor Ilg and piped as shown on the drawings. --"" I SHOCK ABSORBER SCHEDULE to be Josam Manufacturing Company Series 58640 for asphalt tile floors and Series 58610 for P g -- „ concrete floors or equal as manufactured by Zurn Company or Jt� R. Smith Company. A� liz N e w D�' 31. Water Meter: Furnish and install a water meter as shown on drawings. Meter and installation f \yD , ' _ (TV P 4 PLAC E 5) SYMBOL A B C D E 15. Valves: Furnish and install valves where indicated on the drawings or specified so located shall be in accordance with the requirements of the Hyannis Water Department. _ g pe JOSAM 75001 75002 75003 75004 75005 that they may be operated,, repaired or replaced with a minimum effort and repacked under -- - -- 32, water Tempering Valves: Furnish and install hot and cold water pressure therm rostat is �- -'" " " SMITH 5005 5 010 5020 5030 5040 pressure. The following list of valves is intended only as a guide for type and quality y2 (TYP) -- __..r tempering valves on hot water heaters where shown on the drawings. The valves shall Q -�,__� t� to this Contractor. be of wrought bronze complete with strainers, checks and stops and shall be factory ( 2 I'� ""�'- -------- . Z U R N 700-100 1700-200 1700-30 1 700-400 1700-50 ,- „ �� tested for operating pressure of 100 PSIG. Valve size shall be as noted on the drawings "`�-'�-6�..._��,,.r,,,;•--,,..---.....--�_ ...,� �,--� Ball Valves for water - to and including 2 size to be Watts B-6001, 400 pounds W.O.G. with an adjustable range to 160 degrees F. Valves shall be as manufactured by Symmons, Gas Service Stop - 3/4" and smaller to be Crane 250 - 125 pound. Leonard, Pavers, or approved equal. TOII._ET r2Ms ! 17 4 Ii8 DRAIN SCHEDULE 33. Thermometer: Furnish 'and install a four inch diameter thermometer on the outlet side , Gas Service Stops - 1" and larger to be Crane 324 - 125 pound. of the tempering valve and where indicated on the drawings as manufactured by U. S. �c AL1-: 4 - YMBOL TYPE MFGR MODEL OUTLET STRAINER REMARKS Lubrication Plug Cock to be Walworth 200 pound W.O.G. Gauge Co. , Poser Regulator Co. , and/or Trerice Company. A (1,D - Mf H LK. C,AUi_.N, NI RRONZ Gate Valves - 2�" and larger - Jenkins 651-A200 pounds W.O.G. F D ` .:O,O CAUI Nif3RCNE¢" C P D J R SM IT-H 2230 G AUL.K c Proposed - Facility for �lJ PM ��Co1����� scales , �ARCHITECTS PLANNERS ENGINEERS date Z-Z8 International Inc. 815 East Fifth Street Boston,Massachusetts02127 drawn } C.A.CROWL ENGINEERING INC. O CONSULTING G ENGINEERS l,Jt LEGEND, SCHEDULES 40-48 NORTH MAIN STREET ,m, E �,_ MIDDLEBORO, MASS.,02346rYAI & SPECIFICATION (617) 986-6343 title dwg.no. , 0 I r---e r 0�1 (D-J G op ) `= 1 I arl ` I I — ._ Ab Q' T -1 r1-T r-n LV 141 lTj •,,./ , lit RN 1 � ot 1f IF n401 �•� 1 A e ? µ ur L ^ I a J�•,r..\l � — I..-......,«...^.....I _.... osc._+w...... _ • D f 1 _,._, „ I _ _ .___...._. ._.._ __ .«.__....- _.-,:...___.__.._a.. -. .._�. 3,5 : 7-50 i _ _ _ __ ._ f E ` 1 7i 7 FD '�fL iG - -- _-__ __.----- I _ 121 31 T ^ i �► _ : 4 r� l 1 VOL (z T - si r ^ h ^ �p 1�F �r 14 �, fI+fi Wo - , a ^ Ac i �V - L v� - __ _,_ ... _._ .__.___.,.._. .______ l� I � _-...— _�_...__ _____-•--' .__._-_.. .. - ---____II.-..-_ . __. _ ..._....—.-_- .--_.- �C, --- •-- ---- mot_._.___. 1 i • � _ I r ra , r \ ,r-;•� , ' �' r E \ ��. DH J 4iC, .4) A v f t-4 r E 6 f u G,p i—►TPA �..t`v �' ° �., K -�f > 811 aX 1AL 'i�c°� t, l� �Da��� scale � D _ _ 6 •^� ` ARCHITECTS PLANNERS ENGINEERS date2`L�"� vrupUSeU _i-aCImy Tor . - f 815 East Fifth Street Boston,Massachusetts02127 drawn 4—A, International Inc. title FIRST FLOOR PLAN dw .no. I F:,ao) (F. CH� CH7�� CJ, 2.1'' ZI r11� H R oot'i �/�►.1T ; I T ©f- cad I , -QQ i T-f FA P- ell. j � ,. i ti, ! � ► I 1a� ! it-7_ -� .l,_.. � - -- --- - ar�, I � � JL - 14 / E 1:, �;1 IL I� : f - - Yr 1 loll T"" �= 1g' ( f } ' 1 f 2' X I L � � - -, � %4fl�. � f�:T-f - --,� -- - -, �T 4 If—FT I� r-� cm cop aIt wl 1 I ! 1, M , k� / It `I j1 �• !J �� TV 25D i ��s__ _ _` :_ L I ► t i4 ,• ► Iv �i v'k„}i �1 ► (l, i T I p I� ` I -.._ 7 12,FAT-I _ �,ir• .__ - - I or" Mon CED 11 17;1 1 _ . j - --. I E - j r. J, /�� 7�`'S/ 1 (*T f ;� 1..4/ I!1 ,�,J, !� > !fw -- .,..A — ,:. i.._._.. .__.. + - - - E S/ irr • ._ f !" i I i mi I i I t i , I I R P'r 1 I I ! ." ! -- - --� - ��I ! 12, I , i i 0 I r (j/11 yt f 7 I - •1 I �' ,s 1 11 w r r i x r � j, ! r I � ! 1 � r r , } � i � L T r� t _I . I k ii , r 1 f }� a TV ..t _ ,� 1 Ion rim — � o ,� �, ,, >� �L., L7� � � . ----- IT Lp E ! a 1 I I I 1YP S u .... _. j, �--- -.r-- . I I OArbF,4) F.0> H1 T 6-S ; LI��� � '�•�/ P I;T L4P' 1,4 R T 2 S N10r1��t� �C E T IE 4:�..T a..;//. � F-1.4 r7,t-4 1 , J- 17 p IJ e f '�' }e GE A /�- LI_ t0�j JJ r 17r-" ®'1-4p i�'TUP+r-1 t� �1�T\�ID11 AW D A T-` F_-5 �-4�:_17 r LI��1' ' fG ' ' �jI �'f�•t� Y...! 13'+f:�fG.r�!? jI`� 1 � �' �� �SY ' C; � , ,_, r Ll- rgacc ainin\Fa �n scale Proposed -Facility -for ARCHITECTS PLANNERS ENGINEERS date G'� �- -� 815 East Fifth Street Boston,Massachusetts02127 drawn 5 KM/ ?4o 41 7Gi, 41 _ International Inc. oE. o _ - — - -- title SECOND FLOOR PLANJ dw . � I , I t • i . 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'�4"coNl NSaTI nsAH ro �yA�TE . 7ffKMINs,TI✓ w1 I"Alie GAS ELECTRICAL \, CONTROL VOLTAGE IN QT `�-/A5TE. GONN. i`ITGN UN� I'I (N �}O'-0", DISCONNECT \, ( INTERLOCK TO SWITCH \ CONDENSER n` PIK&I N 19 f'I N G {'VG j -2(Z GoPPEiz TYt'E"M" I N-nJ:.A *TE l� "� 1/r�° �•� `�Ll12 -� H�•T I NG �C�l_I h1C� THEW-M OOrAT �1 TE-i ,AQTO -OFr_if UN1-r IRWII_ <- .INIP�E�__ All DRAIN PIPING E_� r� , - 1 . r7 F-rA I L, ROOFTOP UNIT WIRING DIAGRAM CONDENSATE � a c g a' G ALD f-,�.' AWADLE '{ 228 > LF �C�JLI UU LJ o scale PropoSzcd -_Facility for ARCHITECTS PLANNERS ENGINEERS date 2-2_4'6(k> _ 815 East Fifth Street Boston,Massachusetts02127 drawn rI r� International Inc. DETAILS W5 title dwg.no. i "= 2000' LOvDLIGHT IX.T"URE SCHEDULE M i U CAPE HIGHWAY 151 MANUFACTURE Irk r Bo t..T rat;-ra �'. QOA t�1TITY t►r'IAN SJ F`AtC T U R E R 1� SYP+IBGIL CAT, NO. � Q�.�CRlPTtOiV CIRCLE HEIGHT � PER POL ., :CAT_:'. fil(�. .. - .LAM�'� � VOI.'CA�k 'j HOC US LOCUS MAP DRIVE BKEAL POND - .� t .iJ► 1� e ? 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No. lamp Volts Remarks A ALA- IED G2F440A ESB 4 - F40 277 RECESSt=D ALL UNMARKF-0 FIXTURE. ARE T'VPE'� AI G2 F2U40A ESQ 2- F40 U/b 277 , D Gr2F 240PA ESB 2- F40 2'7`� C SAI IGT -- -2 -F9 (oTIZ -- 277 SURFACE C I -- S A 1 9 1 - F' 9 G T 1 2 2'7 7 C 2 - - SA 1 40 — 1 - F'40 - 277 b OA, 29 (c E.Sa 2 - FIG T 1Z 27r7 W/6' CORD + - Z'77 V COROCAP E KE 280T A 4 - F40 27 � URF-AC-C F COURSE HINDS AF8B-CG3424.318 3- r40 277 RECESSI=D 1 F1 AF8B-CG Z422-309 Z- F404to Z77 G LlvH-roL-I ER. 1101 PI - 1 14!o 1 - 100 k- 19 120 H �` " 1101 PI - I105 1 - 75 ER 30 ►Z.o IF i DUAL- LITE ML - 2 W/ U►JIT Z77 WALL MOUNT OR-- COLUM►4 MOUWT DUAL- LITE EZX RWM/- WEP W/ UNIT 277 EILINGc _MOUNT%WALLBROADWAY Mou W OTE� � ElEC'i'RICA� Al.l- L ABM P 5 S F-t Al l=__ _ COOL. 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I I -- - I I I \ i Ti I TT � I F"OK J � TELE E LEC, O P DOORS LA-2,4 LA- (o LA-12 M S B LA I, 3 I LA-5 1 ! g I N -� C- PPA 2o � 3P M L A 3 U F111 - 25O V F-OR BAT'TIRY' C-H ACH RER 48 t_A- -7 ! t �C-t5, �7 ( � �A-14 � 5 LC �g *10 J J I C-4 I *` 1 ?- G LB - 2- J J L-8-3/ 5 3 -3OA 3P �— ABV CLG F-OR PART 1-T-IOty 00-1-L-F- T-5 8'�F� - %4' 2 - 40A 3P 3 -- FF - ! I _ 1 � �C- ail I i L-C- 2;4 PLC (., £3CD j 4 !O 314.. i� - - _inA 3P - i I � `LENGTHS Sl.)2F, I M- D, ON CLC:> I -r-YPICAL , PROVIDE ! I 20A 1 P C.B. PLUGS i i LB- 4, 4, I FIRS-F FL_00R NOTES 1. ALL" FIRE ALARM ¢ SECUpITY QiRING d E at,-)I F'ME7Kj-T WILL Be FUR►J SHED i INS-IAL�-ED BY -rHF_ TENkNT ?.COOFZDiK1PATE EXACT LOCATION OF- B1JS DUCT >. %-T-H TEN A N-1 F't L 1 O►Z, T`p 1 t�l ST CAL L A'C 1 O N. g B Vie 295 Freeport Street CONFRACIM Boston, Mass. 02122 &ENGINEERS (617) 288-7900 Proposed _ -aciillty for � �H OF �U O�I��� Li UU IJ�U � �fJ U�o- scale a�pL Mgss9cy : LAWRENCE yN ARCHITECTS PLANNERS ENGINEERS date J CD A. a V • n FARRIER N 815 East Fifth Street Boston,Massachusetts02127 draw _ International Inc. #k30388� o , >1 F 1 R�SS�ONAL E y 5 T FLOOR FDW PLAN = 4 title dwg.no. CE)� CK)� 0i I z, i I I I I - - - I 7�' LD-57 I i I ; I Lp-yq,Sl , 5 - -- -- I I F L D- O 0 i i --- ___ — �� ------ --- - L D J . �.l I � I i LR I 1 I . 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