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HomeMy WebLinkAbout0145 BARNSTABLE ROAD - 327-244-001 u PROJECT OWNER : ABBREVIATIONS, LEGEND, and SYMBOLS FALMOUTH NATIONAL BANK i ACT Acoustical Ceiling Tile 1`10 rlasonry opening \ I CD Main Street AFF Above Finished Floor 1`11L 11elal APPROX Approximate IIIN rlinimum EXISTING CONSTRUCTION CDr Falmouth , MA 'n J2541 r1T rlounl(ed) ( ing) ----- - i N BU Board MECH I-lechanical zQ � f-11SC ' f liscellaneous ' (508) 548-1000 H ro N NEW CONSTRUCTION ____ ___ � M Ct-1U Concrete masonry unit(s) --- - -- -- - -- u COL Column 1,1011 Nominal 2HR. RATED CLO HT Ceiling height NIS Not to scale CONSTRUCTION 9 9 co r + � BUILDING OWNER : .� CONC Concrete , NIC Not in contract CPT Carpet GLASS/GLAZING M a x V. D. REALTY TRUST CER TL Ceramic tile OC On center --- --- ---- - -- - -- - -- w w In CONST Construction H a w � CO �• CONCRETE \ \ N d z 145 Barnstable Road -o.•Q � � , CL . Closet °�� °°� Hyannis MA 02601 PTD Point -- - --- DErl Demolition PLY WD Plyworxi �� �, MASONRY �\` —�`\------ ------ ----- �\ a (508) 775-6000 DWO Drawing PL LAH Plastic laminate DN Down FLAS Plastic \ RIGID INSULATION -- — - _ ---- - - --- - --— —._ --- ------ — DK Deck - - ---- -- - -- -- --- -P,0 Rough opening (E) ExistingRBT Rubber tile BACKING BOARD PROJECT OWNER'S EQ Equal RE Refer x _ _ ------- ----- , REPRESENTATIVE—--., ELEC Electrical REFL Reflected - --, - - - - - - !I - EQUIP Equipment PLYWOOD MULTIBANK SERVICE CORPORATION FIN Finished Sill similar -_- 51RUC Structural GYPSUM WALL BOARD - FD Floor drain CUSP 100 Rusteraft Road Suspended - - - -- FLUOR Fluorescent 51L Steel Dedham , MA 02026 F N DIS Feminine napkin disposal SC Solid core BATT INSULATION R (617) 461 -5563, Fax: (508) 461 -5579 OA,V Oalvanized TPU Toilet paper dispenser OR BD OYpsum board 1L T ile STONE .' _ /-- - - Project Manager: Dick White OT Oranite TEL Telephone OL Olass TYP Typical ROUGH LUMBER _ TO Top Of HT Height ARCHITECT : --- j HM Hollow metal UHF Unffinished FINISH WOOD (details) KINGMARNER ASSOCIATES HR Hoer VB Vinyl base -= i INCAtJ Incandescent VCT Vinyl file CERAMIC 105 Beach Street INSUL Insulation VERT Vertical VRS Vinyl reducer strip Boston MA 02111 , JAN CL Janitor closet STEEL / -- - - (617) 482 (617) LAM WB wood base -6686; Fax 482-8372 Laminate WC Wall covering WSCT Wainscot Project Manager: Suzy Kennedy - -- wD wood � t WP waterproof - I CIVIL/SITE ENGINEER : • HOLM ES AND MCG RATH , INC. 0 DRAWING TITLE PARTITION TYPE _ — 00 Main Street, Room 201 ELEVATION O DOOR NUMBER --_— Falmouth, MA 02540 1 (800) 874-7373; Fax 508 548-9672 - ( ) COLUMN DESIGNATION O WINDOW TYPE Project Manager: Michael Borselli BUILDING SECTION ROOM ROOM NAME/NUMBER , �1 DETAIL ELEVATION DATUM STRUCTURAL ENGINEER ■ • \ RENE MUGNIER ASSOCIATES ARTISTS -RENDERING OF BANK LOBBY , - 66-70 Union Square, Suite 204 Somerville, MA 02143 617 666-5566; Fax 617 666-4115 y ( ) ( ) LOCUS MAP NOT To SCALE LIST OF DRAWINGS Project Manager: Sasha Dorfman SP1 SITE PLAN- EXISTING CONDITIONS SP2 SITE PLAN -PROPOSED DESIGN ioQ�o���o SP3 SITE PLAN - LANDSCAPE PLAN ELECTRICAL ENGINEER : D1 DEMOLITION PLAN and EXISTING CONDITIONS G\ / /` Z D /` U S K /\ S P. E . Al FIRST FLOOR CONSTRUCTION PLAN - N !1 /"� f�/`1Burgers°rgar xlne A2 FIRST FLOOR REFLECTED CEILING PLAN A3 BASEMENT FLOOR PLAN and REFLECTED CEILING PLAN 40 Maple Lane A4 ROOF PLAN and DRIVE-UP DETAILS to Boston A5 BUILDING SECTION-REAR EXTERIOR ELEVATION Sutton, MA 01527 A6 FRONT and SIDE EXTERIOR ELEVATION A7 INTERIOR ELEVATIONS- MILLWORK DETAILS D (617) 865-3581 132 A8 DOOR JAMB DETAILS A9 DOOR,WINDOW and FINISH SCHEDULES \ / A10 FURNITURE and FINISH PLAN a.,. All SIDELIGHT and TELLER COUNTER SECTIONS H V A C ENGINEER : Cape Cod Mall 28( A 12 INTERIOR SECTIONS and DETAILS <� S 1 FIRST FLOOR and ROOF FRAMING PLAN P N H ASSOCIATES Q �0 S2 CANOPY FRAMING, FOUNDATION,and SECTIONS 21 MacDougal Court S3 STRUCTURAL- DETAILS S4 STRUCTURAL-GENERAL NOTES Weymouth, MA 02190 e E Y �o j �RNSrge� H 1 HVAC -BASEMENT and FIRST FLOOR PLAN (617) 331 -1857 - Phil Healy ko FROgO H2 HVAC- ROOF PLAN, DETAILS and SCHEDULES to H annls P 1 PLUMBING - BASEMENT and FIRST FLOOR PLAN 5 P2 PLUMBING -OVERALL BUILDING PLAN and DETAILS o PLUMBING ENGINEER : P3 PLUMBING - SITE PLAN and DETAILS E1 ELECTRICAL- SITE PLAN JOSEPH G . IANNESSA - • E2 ELECTRICAL- FIRST FLOOR LIGHTING r _�, -, �. �.x .% .. .,:.;:`. . E3 ELECTRICAL- FIRST FLOOR POWER 7 Leseur Road �, .; ,� .rY. x p E4 ELECTRICAL-BASEMENT LIGHTING and POWER z E5 DIEBOLDALARM LAYOUT BARNSTABLE ' RD HYANNIS , NIA ' 4, i, Hyde Park MA 02136 " �" E6 DIEBOLD ALARM SPECIFICATION (617) 769-1991 ., { Capes FINAL FOR o�� �� CONSTRUCTION DWG. LIST OF ALTERNATES wm. ; aFalmouth a onal9a`nV T-- ,tee...■ C0141STRUCTIU, - ® O # 1 -U�tot �ti era.Ott €-Sar l ti+� REVISIONS - KINGMARNER b� _ ,�,� � __ :--�3�r.�lig!�ti��•;blr�ebma�d•i�staJlat�►�a�d�l�- s�s�s. BY: DATE: 4/19/90 # 2 Substitute-- _ 0 0+ ., .• L l -,.,� .. :y ute a Hydr-O-Matic Model No. SP-40AD complete packaged , .,- ` ASASSOCIATES-- - J EXISTING ELEVATION - -� �' submersible sewage ejector system in lieu of the specified Weil • Simplex Y ---- - r x Series 2500 sewage ejector set, Model No. 4A-250226-1. PHOTOGRAPH with PROPOSED BANK SIGNAGE # 3 nel N , a r DEMOLITION E i . G NERAL NOTES. �xiSilN t�tr 1. The Owner referred to in the Co 1 _J Construction { Documents shall be known as Falmouth National I li SG1= - SI�"Ir LAN I 3 �� I d S / i Bank. The Building Owner referred to in the � , �xl rG ���N�`NG � { g Fort. Fx0aliST r-of5F- L Construction Documents shall be known as Richard / Corsini. The Tenants as e ' I r (erred to in the _' Construction Docum ents shall be nbw as k n Pro Cuts a - °- Hair Salon. ,. I I= p )'Id ! ION 1101. r,oN 4 ( ¢. E L 'r j .9 �t;Y o i:M ° oil 012 -r 2. The extent of the demolition work indicated In j,Gldl2 Sn'tUCrU{2j. jz�h'14�/ /ALL f�Gtl2rlil6i`iS, i LvOiZ S1"(� Lie -ru P r i ,, a I� ca ��YDl� -ry Mal < N °< j �� drawings. notes and e /�S 12 b (`' N I.i b�ol�s �INiSH MAfi>;t2IQLS I ( as a?7 1%otz NE"w h1��-f ', ng , specifications describe the i%G N �Q U i P l3 S� N"i z:O M UI �' S � STIz1 . OWG " 1� - general scope of work only and are not intended to s IzuC. bWGS # � � j I IN a I�� ��rf: S T I rote (�LT,d 1 L S P OVr- `61 N - -I - - - 1 / 1 be inclusive of all of the demolition work which may - I I I I fi 1 / be required to complete the full role �- • I--r �- , fig, cQpp Pe i2�1"1C�Vc ALL' Xi-Il� I,u�� �9 {{ }�i"Ip�/)% Cep N {2j0V. GtA}�� j70D� ( r:4 P scone of work I I I _. t ( - J :ISTC� WINDOI I 1;M C W a �r>I�_ i - EE D - - 3. The Contractor (s to Holt( and coordinate an and � I � �'' WG�D �TAI {2 ANb AI--L _ �t2N1:A17 Op'trNifil�j S T� l� Y Y )a all demolition and construction work which will Y I � �'T1�N o ��� i ► ,'� I tz�'1 coMp�ir (� dN �`� � �Qul cor1�L�T-1: �— — — -- � " �1���-•,r u W( cMU. Cause excessive vibrations, noise dust and U � i I 1 i� � � { � • � S�W�i� Li>�r 5 - }' A�� 1 disturbance with the Building Owner prior to the start of demolition. 0 i -•� _ 4. The Contractor is to notify and coordinate an and F-xIST4 HOT W4mle Y r r U � iyAGir H �ATF-r- -to g5i-iovEw _ � _ _ � � J � ---I ( � i „ ?`, b � T��! � all disruptions in mechanical (HVAC), Plumbing, ,and - electrical service with the BuildingOwner t): `\ d r T - J _ I 1 I }2 and Tenant prior to the start of demolition work. The 1 fi--+I I ILot?, Building Owner and Tenant are to be notified and i I- is C P Y P i 111 I y, I M consulted with, prior to an later disruptions in j ,, ,i `fir - �. service which may be necessary during demolition - I, ll _ s tv (�, - -p ,� -_.. ._ ..� , CU 1� i`i and construction. All other disruptions in service r ( I „ _ I / ✓ ( I)iP : Tb , which are not coordinated with the Building Owner NF-W o¢'I• NING / p , -To ' :�,and Tenant are the .responsibility of the Contractor, �} rop vv-l� U j7 ATM I �_ �� 6 151n N& PZF including but not limited to, any resultant shutdown N , I 'SI LL S I G &FF- , - - - -' i / � � of Building Owner and Tenant functions, services, �I I Sri'UG�"WU H t:e C� 68 /ar I - or damage :to an of the Building Owner and �K 9 Y g _. R I Tenant's systems or equipment. � AN[? s+'AGI✓ -QTM 5. All items to be removed and reused are to be surveyed and recorded by the Contractor and a representative of the Building Owner and Tenant, to tk INPIe 11 GONG. I:Looj� <Lar� , l t �; t' I � I �, �OG,A'(-ION of Cam? t G UT M E W 1: N I N4 � I � � � � review and record the condition of all items prior f OIC N I4 H r IG'�3 SI T { ` � L - �QN �L to the start of demolition and construction. The ?Di INbafiION - 57;1% tj° -�. 0 i,- I f , yl q •s" cv H I i condition of all Owner finishes ` ,t STP- G-rPIZ L PHG S L I I ! I not to be altered or I 2q 3 A P I removed are to be reviewed and recorded In the oh r7 r�l�sSAD ® 5� % a1 r _;` satne manner prior to the start of demolition and ,gk, I �•. - - - - _ - - - _. _ I- - t 15. Existing mechanical (HVAC), plumbing and electrical r - — - - construction. TI' � k - • _ ' " i services that penetrate aslab/floor/roof above or ° I .�.. .__. 2 below are to be removed r+ I I I I completely, including GU'(N�W O�NtN/' I1-4, � I I � I 6. The General Contractor is responsible for obtain( I STt-�r-L- ---a1,-UMN� ' l 4 a' removal of sleeves and other penetration devices. - fiolz VISION W l N b� W - and posting a demolition permit from the Town of I Si t.l_ Q 51 3/� u Alp I � � � I All slab/floor/roof penetrations are to be patched I Barnstable prior to the start of demolition. - H E�AP CD 7G �� !' A f i G L.i i` N h ' Q 1=N , I ( smoothly and flush to form a sound structural patch. The architect (s to be notified of any I 7. The Owner will provide and a for all Water, light 1� W f`10 u 1'A1L- \/A,IJL'i ? existing penetration greater then 12` in any and power required b the Contractor Burin 9 - eq Y 9 I I + direction which is to be patched. g� I T demolition and construction. The locations of these 16. Remove applied finishes to columns and structural services are to be coordinated with the Owner prior to demolition. _Go \ I elements as required. I - V' I I / 7 ( ;` 17. All existing building finishes which are disturbed s • The Contractor Is to provide and pay for a 7 + tt for -required demolition are to be patched and telephone for exclusive use of the Contractor 1 ( I q P I I I ( repaired as required to match existing conditions or during demolition and construction. as indicated in New Rnish Schedule. j--r-sT"INci aN GIL-L OF re LA 9. All means of egress are to be kept free and clear of i an debris and/or obstacles at all times. The GONG• i OLANPa.T10N WALL I I I I I 18. y I � All partitions indicated to be removed are to be completely removed from slab/floor to underside Contractor is not to obstruct traffic or any (! STi;L Z �iaS►"j G�13v�,' F I i i §t adjacent rights of way during demolition of of structure above. I construction. 19. 'The existing building structure Including but not — _ ( 10. All debris Is to be disposed of in accordance with - - — - - I-- - (limited to umns, beams, slabs, are not to be i altered ordamagedduring demolition or local and state regulations. t G1 iT -� 1 ,construction. Any structural elements damaged I I 1 , 11. All debris is to be removed from the building _. during demolition or construction are to be repaired g ;n ) promptly leaving the work broom cis n to full structural integrity and required fire- area on a 1; resistive rating by the Contractor at his/her daily basis. » �expense. p , 12. All demolition debris Is to be laced I P n dumpster(s) and secured as required prior to disposal Debris which Is scattered after removal is to be promptly I removed and disposed of properly. T 0I b�(QFt7ioN OF' I I Dumpsterlcontainer locations are to be coordinated 4 PI SpLM ANDwith the Building Owner prior to demolition. IzNlO�/ (t=) � 13. See mechanical (HVAC), plumbing and electrical CNN oU S I is drawings and specifications for existing mechanical a !; AS V15: P w i , (HVAC), plumbing and electrical services/fixtures to be removed. Coordinate architectural with P-� I _ structural drawings and specification for. demolition n c©N�T1z41G1"ION i t< sL'r-_ T-i-121ol2 I �������" ( ra of existing construction as required for new ,g I IQ10NS ; 4� 1 openings. 14. Existing mechanical (HVAC), plumbing and electrical j services/fixtures which are to remain within the LOW WALL f scope o demolition work are to be protected from ( r damage or disruption during demolition and construction. 4 I: 1 �i GUT NI<hI OMN 4 I ul NINPOH KAO Nr -Iz r. • i i - - `SILL @ 3�i1 Af C�f-O°� L I I j-I EaD 0 45:1,! LINTf-I- I I i SAC `3TfzttG bW�3- i King/ Warmer ASSOCIat@S � 1 ARCHITECTURE PLANNING INTERIOR DESIGN 105 BEACH STREET BOSTON, MASSACHUSETTS I (617) 482-6686 ' 02111 I I I SN Project Falmouth , National yCAPE COWS FIRST BANK • 1621 ,�, Irt i _ — -- BARNSTABLE ROAD HYANNIS, M i' A � - Title: � /y CIL ` � i _ _ I - r� l''r�%`i sTj'i �✓ I a ' `' TI NCB, � �, �. T , T d f- � 1-�- • S'1:;2 �/ IC _ I � �� aFT D l;i N r ALONG " �pGA-rJON 1 ( �0f2 IfX l �iCNAI dr C�) �U12f NCt I Project No: �dD` Design: a• i GT'j IJ_ I Scale: ec Ch k ed• t t i,, Approv& Date: d. , 4 .. ... .. ... R. °•* , .. -. .. ,.-,:, <, .... .,,:. ,:. ...: ...__. _.__. .. ..:. d,:,<.<.�x•.e�'x�' fit Reviewed & Approved: . --__ - -- � Revision: vE Ili ING ,fzIGK li Ca�i2l�INPi �I by , SSW C47 5W-4_VqNsw VF1417M RA tII NG N , i C� �5tD2 lebNT rt _ _ S CENTU Ne WW' � M,v,f� T0N 0 — '► � o ,.:. :. Sheet BA E :ANT FLOOR FLAN .. 1.W. O ..L . �-�. S 1 V 1� t , , � .f� .'~ AR , f y .:._ . N aH q a S 14 NO. OF r _ P �'+t3 _ rverify all dimensions on site, Do not 7 . . . . . . . 77 19 rrOVIPEI�:, V�r r4oz��s "V, To Wttvm �,PIL-q rrc�lt4-- ML z;njV-s"To, AWit Lil uoior White Style 712 tegular lay -In Size 24- X- 24' x 3/4- I I 6. Enclose floor opening around HVAC ductwork at Stair 'B"/Storage Room 30 with 2 hour rated partition. 7. Refer* to Electrical r-nninnarinn r)--l— #.w SYMBOLS -G -T P,- ri IbLJAl r- C a Cam,► �,,, /�T ��y t MA h� DE"AIL . ;. DRIVE.. • .. UP CANOPY ROOF RIDQE bETAL DRIVE UP yCANOF' ROOF EDGE , 3 �, . __ P r sAL 3 ro �_ c scA�E. ��^� x RC" P PI ,AN . p A F�--�-- O �. s OArr'�SS5 �I p. 1 it'r- I r7n rl�hh'�:I'"'� bl .A cT'�_!2! cv wlv�• c,, 1� e m , — ,,I - --*- - i .i .. f AP FIR ANK • 1 1 I _ !' i.l �� � ' , ' C E COD S 57 8 821 ' T ' ' Veri all _ dlmen8io'ns on site <„ •Do inofs • r tY r „ 1 e 3 . _ +2 N� ' GAw, sr�EL coNN>: o� r . - � • ' E{,.�. A#.�Ui'`lil'141� 5tQ(�Plr~iG .� ts.T s W/ A A W • L, Fh CG�LDIZ j iL i f Y .4+I rl G.� �l�l-IING, A�4 511� TA i�:ASGI A W/ Pr- W I ► ( — i i IL I p ff Lol/Pf2ofp NSW pAj�'r-, > pL.AST�.I: ON C;AUI. ('ITL. L.A -> t'� --� �N�N fAIN7pz; FLASI'�r2 oN 61ALV. IIIL - LA tj �cI STINe{ 1'SJr- IC••K _ LlINt 'A si rouLT• 115 CPCONG. COLPMN I 18 4) 610vG• COL. - n N STD L 6 L.0 MN i I '1 IT P'aR A) I 1 T��' rot cd) Cs�� stRUC• AWGs) j 6ZOUNp lrclrl 12ty ANa2 �,f N L� 12ouNt:) EL. t3G �s' ( I ! , r10 CONIC— GuIe�, --� ,:�+ �� CONICcur'em. a , I ANb AL IJM boWNSPcUi'S i �-t`f7. - - ,u W Cs _r--I m FLAN) - - - - - - - +Z - - - SLAB Q NSW = r'� C5 coNc• ��ar� e NI✓LI pA pow C� i _I_ L;(sF st2uc. pG L — ( EP o� �DG. ovEG E p 6 0 4 1-40 r' . Co L.. ><PG U f-priGPI STC, -ff ( I.INIr Q�cl 5TlNGj �/ ear. CL.AB �UILf�ING� �. -1 su�LA ouNpA1” aN 3 G N � A fWvr CA� ASr;� I, FRONT hAi=o-n ELEV/// 4nmi DETAIL 'C COLUMN B tTYP SCALE 1/4"_f-0• I A5 A TI, � PF �,11)Cj , I I -_ GaN�f"i �I f.Jvl1 C ALLJ M I I`l _ ROUND GbNG, GAS ING � uc-T .E L Got„CaEE rxtSr N(� FrZON*- CAN or'r r , ► rl. u.V ► ► - ► V 1 I ►VIQJ►QI , IVIOUYG r a a CAI Lj __ CLEFAMIC TILE — r 7-o AF . U N I American Olean Distinctions fl U - P q L M r1 ! s 1 � Co or. 2 4 1 Rose D ri � se Dusk bn �, I t s o /1:9 II (J - / i _ ' 24i m I I- 4 � i SURFACE �r D,Q Il,. r 4 0 0 CE MATERIALS % -- .- i 1. OA �,� FOUNTAINHEAD FM :: •Matrlx _ rxa � ITR COR V S 1 034 D -.� ee Burgundy ✓ J P V G / o� _. i^I c 1 • I O� IC `"�- - � 1 rm da. WG i oAK � 6t ; L1 WILSONART Platinum D315_ 17WG1 �A�W �12 r1 9losstextured . _ IrG�K L2 WILSONART -Pawnee D396-6 textured x _ .. to bM 9 MPS T _ Ca o 4 . AI L3 WILSONART - Light Beige 1531-6 9 9 _- textured .. .. ,., .., i . ,r "'i . , ) n'.� .• r .. ..... a .. _ K BBY PR1 ATI � BAN LO �/ VsATE ®FFICES . �► NT � `VEST ELEV C� :� 1�1 N ....BANK LOBBl�' �` E R 1 EhdTRY VESTIBULE ENTRY', VE TIB LE ELEVA O _ � , , ELEV. � NORTH WALL "� V SOUTH .,WALL � E TR S U - 3 ., ELE SOU ,. WALLCOVERINGS «_. I� WC1 K +� r H _ OROSEAL Mur n _ ato a Malachite o i WC2 K R O OSEAL - Mlllssa - DustyGray Y 5 30 WC K R - 3 O OSEAL Cornerstone Elevations - -29- 6004 01 a r p 3 u i li 3 3 3 3 1 1 1 % PAINTS P1 fNt -�I 2 Al. i BENJAMIN MOORE 1592 walls latex �rz id t2 a, U MI tz�s.�� � I U('1 � , Q earl finish ' _ p , 3Y Y I TI2A o C!. -I M F 1� V� _ I c I ? I H n tl P2 BENJAMIN MOORE 1 w 1 �p c+o �Q• 003 a is � latex �IIT11 4 SA�;�'iY � (� �, >r _ �' Il�.i r� rl 17 . 1 . 1'S-, 4 SA�1' 1 � (� �`1' W/ 'iY earl finish _ _ _ I _- - l t. C ea P" N l.A —_ _ l�Ca N i N g e� z1N�t . � � � P3 BENJAMIN M - - _ ,, OGRE 1635'door trim �r o , tot tr i✓ (� I G � I alk yd d semi -gloss 8 . ss fi `i i G r , p / G P4 BENJAMIN MOORE - ceiling white .. g to L, G, IaA rp. �4 r n i -- A �,, �` >' , � t G�i�t�tz. �2 , � i - , , , ENT x v o \ a ENTRYMAT i, i C I C fz CA N Ca O �I \ 1" � .., � A,t_I_ � IN 11NT� N N brae b�. i � � fi'1 f #� 1�- �{ k r r r I �5 s Nt: arkw 1 � / 7 ,: r a t K �1 i✓ S ood New England` _ / \ 2 � a fi {{ >^ rN � � Ent Carpet t / � Ifi _ N L � C�`-- �F Ci" 4 li � I L1, !-I 1~ � 1. _ T _ P _ � I f _ � r � LaAG� _ 1 � r` Berber Design �-.. M 12 11�IS�'t" � M� � � es n ,;110 Dolphin Blue 11 l� IN � I g p ! a w r �I N N �.. � .� �f�. UtJ � I / o� f 4 LA�. Sus rat^. � ITT' � - _ _ _ _ '. _ .. .. !� � � ,. SA _ �+ 'rYp' !0 6 AI lad- ...�.,...,._.�.�.._._ .;.-__.._:...M,V.....�:.,_......_ ., _ . . .....:,....(--•,�-- R _a _,_ __ - OAKi l- r i QA oA k _ _ -� d © (� l?AS� d DAK Sf= O A � G �k--Crt� I G 'f I L� 1� Q � ,.{ � � � N q I \ \ -rimy • R `1t% o .a Nl±. ;, \ .. �(n , � l..�T I' f� f-1-t2 coUa! f Utz. 3 . 3 4 7� M I P-a �--. — I .5r� MIN - .I' 7'r �b ILA' 1�l�t+T, 5� AtI I All All Al All M C j"1✓1�; ID6v1, �iINYL �%5� AI 3, ELEV. BAIVI LSY V UL�' .VE B THTYP.S ELEV. HANDICAP ACCESSIBLE TQILE�' R M ELF TI N SANK LOBBY °COIF . RM. & TELLER . f� A S_ � x ELEV. COUPON 00 V O C®U ER - _ "... .. � ,Y t 7711 TT + G fo . j�IS doM 4G�SS0121I5__5 _ / Z Wx° @2,AeVi�4U1T� f i L•j ,U 12,�Uc,+4T 0 flak p Uwl � 41 tt adaR roQ ^Lb 3 ��rpt"c gY l sl 1;N1 ° - — IC +► ' � iT v.4 �q• > 8'-9 '' NEW SINGLE GL,4\zIr14 TT',I FA, I � KA►�!r`I EE R, P�AW�I �R F�•�� AW. IINuM 5NTr AMLE Door, 0 rc o �z I� W� 5N1�-p Eli (-I� ► r�G �("�IP POO FL # 1 'SECTION* ALUM. DOOR & FRAME 4 `, '�► � �► {�, LI �,f•+? Sao i�-- _ � � 1 \ ziriG LAAZIH6 II AA �iN6� �11Li -.►oat Cep Mom• l-pT}�• ou�9•-' t r VPL Tyre 2 J III NT 1 G L-A`ZIN 4 I.Az ING 5'PIY,E JAMS' �% �a�,TlTl�rl WIx JpMf3. M 1 -�°}-I JAMS MU�LIoN S��E�.IUHr i`b sToP G,���r�t i ,k ov OPk I V ONO ► 'sfHM _ _ 1 `� 1%" =o a _... __. _.._.-. !JAMB .SECTION @ INTERIOR ALUM. FRAMING FOR RM. NO.5 (NO'DOOR) +JAMB DETAIL @ VESTIBULE INTERIOR LIGHT. 3 r ? , r N SaDES ►,'At t. TYP� ' jr.lDo P i �fooc� Door~, �(`P��KE 2 � - e�T_Jd.Mt� F y 5'7/8�� , MIN, or 3 ►9AF TT o>-4 J h. /� JAMB DETAIL & INTERIOR ALUM. FRAME- DOOR NO.:4.,, ,;HEAD/ JAMB DETAIL— HOLLOW METAL DOOR FRAMES . N T� � i o ti2 - --__ N� c• I�. �, '� � NTE-� l o i�-, � Y. �'�. F� � a �, 10 Y�2�N (,(� �ALI. l,�iALL �'� 1� � 61PEE� D� 2. 2. F . T 2/2" Mil-, 2,- tabcTvb a vr��►v bi`��F' 2X4 WR �.ID � - \ " _ �o� G . fib, . ri: • L _ .1_f. 77 <t M G .e Tz-_� HE-W Do©ice COr��i2S , E�►o GYP gip. Flo►77 �H��D DETAIL @EXTERIOR DOOR NO. 19JAMBAIL @EXTERIORON. ,�10 - [rH OF`NO: OF Verify all dimensions on site Do `not a s ;+ t ,. .,._,,, JAMB DETAILS,,,�f�It�SH� '; .. SIZE _ . •.. ..,�...._.._.�_.. .._ ., ::. _ _�OF'DOORS'FLOOR _ y C Mai E rams ..-. __ _ __ . � ._ _ ___ __,. __._ � HANDS .�. , f� � rrib dead me n ___.,.. _,. .�`rt�._,. �b�se� LIST OF FINISH SPECIFICATIONS' --� CIFICATION 1 3 x7 0 x1 fzHlti 4/Z A! -UN ALUM c� - GI,f 't�ANsohrl%poi {���I p LIGHT'S 1 `>' V iTitVV57 r�i'rMJ >�1 .}- A..G,7 Ia b A�F CARPET Ci v C1 LOTUS Substantial 28 . W �1 ToLt" NANO H }} GL ,..��, ��R ws+o[. ew MMfT 2 `Tp{iL. I oAt Color. 29 Glacier J i Y 2 • o.cw rww..ro otcw rww-Ao, 12H s� �2i 1 roq w-woeo Loco ra..,...oen oce ., ,vicevv tw vcary nw ,° UJ �. k —J ,s SHEET VINYL oG� �'f`{!-� h2' G I VIN tV '12 ♦-• 2 Coordinates - 57000 Blue . Horizon i LL - I ` �• 31- o'Ix 7- o"x 13��'1 VINYL BASE and VINYL REDUCER STRIP Wwrow w-,o ' - 5 PH � aav- ulrit sari rt,..M'C,, «a mod• V B -1 NOFCO Dark Rose CB - 36 p►Cw ovrD LC onw a„�w-..a VRS TARKETT - TS17 Master`s Mauve rol. w-woCO IOCJ�s. +fCn w.A60 0. • ,- sr•ee,rr a,ww - vccrry IMw.. ' ` V - - i CERAMIC TILE U �, = UNf�. CA/7`� C.T. American Olean -Distinctions v, Color: 214 Rose Dusk , 7 F'1G� 't�`irel�'► GI �pRTI-+ r U 0�0DOOR TYPGQJ : 3-7'I�C71—�u1C1�'8 3 ZnAK hl�rH �� SURFACE 'IAATERIALSO,, - G}►d{ C2 I L �`'"'� p '} ktrpl T� �' Gt Vi-t� �NtOL'j t Wpw WC FOUNTAINHEAD - FM-#4ta'ese Mairix O ViTRICOR - VS-1-034 Deep Burgundy L1 WILSONART - Platinum D315-17 f 2'- G x 7'-o'x I %8" G �� °+ gloss textured L2 WILSONART - Pawnee D396-6 N �t� Aur1• .� _ j 1I ". textured 11 �� 11 AtE,P�o�A ;S7NNi. M L3 WILSONART - Light Beige xG x8/2 �/ I �Nfz I2 DWGS. ING.Tf�iS 6® �r t;.� sr � FAT V _ j / ���y iyf7E V S ,, 9 g 1531-6 F � b� ICY ��'NLG _ ,�!� �� PST V �T1 1.11 I VIN--t.� �1 (,. �{, (NG2 A,"e-T c, Id -c� .OFF- W�"�' o01�� +a-WG, textured 3 N �� oAl- wlrH fi ZIvRX 1.151 IIp. r �fKKpI�T' at t.'It n - M TAL I)lam' I3 2'-�"x7'-o X1 / G I.N Z{-� �I1TGN j 3 IOt^i L Arz VP-b4.,7-. VINYL. v IN'r . Gd VS WALLCOVERINGS G hH U G. j 21 G i I f oN i�b- 1sS � WC1 KOROSEAL - Muratone -Malachite 1 d � � VIN`fLi �'�. t-ivr-�,•T'H fi��c.,� � �''�'`A=f"_ 8424-79 �L_ 1�G2 WC2 KOROSEAL - Milissa - Dusty Gray Ig 3',o"X7'-o'x13/8 G �+�G �5bN Na.2 �I ,NaRr4 6715-30 i A C3 KOROSEAL - Cornerstone - Elevations IG �i tz+i �,•w� 4� �t''t, { b .� i-}.T ill V C�V� h1 l.L. W 6004-01 + I�u. Imo,►- , � O-r� >-� r{�-�. w� � R� I� LHfz , �l /q�' �AFE7� 17 MANS N�`MI�T VI�+YL WC•�3 ,�,�� IO'-L'''�FF PAINTS C, LAzINf I'Arl EL o P� i Hy �o � . � P 1 BENJAMIN MOORE - 1592 walls - latex I>3 G �N i �hivA�Y LOCK W IE. \ _ GI �� � pearl finish , / I Crt�•T' GLoT r ,, 1 n n , 11 g � A0.10 r,, jA13L'� � i C � '� �1'� P fr P2 BENJAMIN MOORE - 1003 walls > latex Iq 3-0 �7-o x1 3/� h {� 3/z �t��LV_-Xtr VoGi� ANb C.L. J / peed finish Sr�eL Wir►� o' SFt INC-� �u�NIS W/ 0��F HGL`� ' t 1`� '�G'T�'ll2 E GI _ P3 BENJAMIN MOORE - 1635 door trim 20 31- 4" K ro 1_ �11 sar. al�o4p SATI N V^)I--°�- . V r. 12 �iM j A L alkyd semi -gloss VZ I2Hf2 pwc�s.INd.THIS srt' 4LLJF1I1J, cT�5L i-%u-hl�'i� G'.I I� P-- Nam- ��N-C- p1 © g�_�ya,,gF�, P4 BENJAMIN MOORE -ceiling while 2.1 �1_0• ,� GI- 8,�x 13% G L�� - 7 dAK KITH STIaFL. e G b ENTRY MAT F . �oATIN pai••t' - c,�'1?�r 'C'L �"'T" yII�i`Y'G VIwrI.GOr� I�N�- �'2. Parkwood New England Entry Carpet 22 Z G"�G'-8'x 1 3/a" G �H pKIv�GY t.�cl� W�Zp 56UD Go�,E Z �lP�, I�� Berber Design 110 Dolphin Blue �e k °I� .- 1=LU�N'i�ED P;, Tt_ 22 Tni L T _ dI l`1`{L � 3 - 2 SOLID VIr y L � IN7 p2 ' 3/0' I p12iJAC( LOCK �l�x�E F , FW fx)f • I' I 2 x 8 x 1 G i QC 1 l Ltom— 0 :q i J yy Jf/ i �%�� {4....,.�/y�� ,V�11 1'�I{ f P/� ''T"'' .J rr� �r- r 1 g/�J'L•YII✓" O'A�14 fI' 1114 - - U. j t y (� �/ """`- 1 �I' I� `'' I f N I rz.. i M+ I� I f•i• .i FL+c.•failL� i� d �/ , 7 OAS 2�- � LH� � WITH Srr~� I/� CDAriN p0L`rO rid i'�i YIh`��. h�'v ��°r!"' P C3. 1 D 2�j G LH12 2Pj I JT'11�1�'''i'' C��ST VINYL viN'rl' av� I• 'i4* I t+r J' o e-E l u i+tG , 15XF'0 E D r' pT G►-��` VIHYL, PAINS GYP, e P, e e'-01. F ILI° teNvP.fi EIr�T" r��I JN�,, IxF'o5r'a L 00 F, NbT � = " GONTU �' � r i� i l.��i {-;•r'�'t�'1^If� �(-�� Vi.� SV h M I -`tPI.S � ��/ I � W �n�- �'N �. �� � 5� 1v � �'1 V� Ptvi�r �=G�-{-I TCGT f�M� ,<'U1�''l.. DETAILS NO. SIZE (W x H TYPE GL ROUGH OPEi�NG ' REMARKS jamb head dill W 1 �•�%'� x 2'II%I � 1" �- �'/��c ��03g'1 � � s- WINl�1ht �avlbf:-b �r INK. - O iW�,, IS wire�VJ fNST U.Bb r,� Cy-', 1 11 2 1 1 I WIE ie 2 �U. }4Gr - �W PFF, V RV VEF0 t i I NCO i> to �I U- } •T - txI Sn NL W 3� �� N6, �'G. G �" 'IM TD M, TD f � � �✓/2 �1-oj �J� �� � 61 '(r �C pj : �j%� � 2 : AF I ' e IAL-V. bF�1P , ......... .. F5L.UE5d�D I,i L.L'j`1'PE (— King / Warner Associates Cn _ 4 G>A•UL�I�{G, �5 f ' l , , ARCHITECTURE PLANNING INTERIOR DESIGN 105 BEACH STREET BOSTON, MASSACHUSETTS I't b (617) 482-6686 02111 Project: � Falmouth - I Nat Qnal a • _ I �IZII _ GLIT.�•WA`� P�I l�D' I � _ I f I Uj 1.�-'`ZII �'� CAPE COO"S FIRST BANK • 1821 ?>> �51 L BARNSTABLE ROAD • HYANNIS, MA O, � igI -V VISION wlNr�w �.- pI�YL.i�TYM � • 1_i� fUM IN . (�p21 Skit r�Y k1°wNY -` I ,�6 INol�.r�rp _ Title: ors of T�+IGI� Cal Zl I` h, 1 6,�ZI � WTI /2 �I fz - i 1=� �{�t :Sl�i? I P'� OA�IZ, 1.�J I N PD 1..) 51 L,L __ SCHEDULE M I T' F� C? GoflE �, WINDOW & FRAN ,ov �INis - pig t��, sT-sr �S �I� r ' Ir�►olz �N�N • rIZiM8pi �5W �INr iN4,voLL. --neN HL-7 V • Gaza-1Ne 5�sT!em FLA5NI*i 01' ^FF F�I�.WIN©oW JAMB DETAILS M z \ _... X IJ iD haLd N G In T Pro ect No: t� E:rAL- LATH Scale: AtQ4^I�{ Checked: • Date: !.� �: 4� ' �� Approved. Revision: Reviewed & Approved: _ Sheet: , ED M,Cy�lc A. w r -- H m `(Y G �or� .'iIN, GLf>ZI N S�'SM . f3Y KpI"N pjc U�,a-VMI N G(.,dZ 51�M r3 N p� f" r I i" HEAD/, SILL DETAIL @EXTERIOR ALUM. WINDOtjNS ;JAMB DETAIL @EXTERIOR ALUM. WIt�OWS oaN 11 C1LpZLNG Wr(:P' I Z` iL � Tzl fs3 ral l ra , � _ I - {� 1 / � 1= � Z.t t� �i �� S�I�J � . , . ... GAL. � - _ Gl l 5 E c _ o , ate= C�t-IT ��}L1�� � >; I � • _ ��1�N I'l�� i�r"Y�/�'�-I[�► YS'T�M �Ni� -�`2 .� IN1;�LA41P_'t14N -'C;'vb S�;'t�-1 . � - - .. �Ty F M No. p of :.: Verity all dimensions on site Do not I conveyor SUPPLY CLOSE vlrr-i'►..� W. M 1 VINY11"r VIN Wf IF' EQUIP. fL CLOSET UP L, STORAGE VAULT O I'a� EMPLOYEE STORAGE V NYI. WX 611 , b;. i t UP X t STAIR VESTIBULE BASEMENT FLO I I � DRIVE -UP TELLER LANE NO. 2 -t- — — — — - rwM' existing conveyor G1 <_VIN rill 1H IN, M.G"" J .. I^1C�-ii -G, ­ cot4'r —�A CL: c_N- STAIR "B" MENS TOILET HANDICAP ,- G1 down ACCESSIBL l2? i COATS CL�. IN, DP,,.E-UP ; ATM and ATM NIGHT DEPOSIT LANE LADIES TOILET VAULT HANDICAP BANK WORKROOM VI V ESSIBLE . _ vl I �1 �--- V1N �Z VY NIGHT EPOSI C:C)UPON �2 �V,�Gr, I I300TH DRIVE -UP VAULT VESTIBULE TELLERS Cam'' G1 - V1w-ri, f�$Ls COUPO u AV-P BOOTH G1 (E [LID I 1.1 �, (,,�1 i N , • G1 ,� VI A (TELLER AREA G1 _V1N - p v iT04 W,Ct,6'p BANK LOBBY ., wG 1 ��1.OW � � �. ( • c ckst d 041 CONFERENCE ROOM 611 m '� CS WAITING AREA UIN OFFICE BRANCH MANAGER ENTRY G1 -6695, VESTIBULE' down G1� Mar 'SIN f .. w . A. ,. ,. .. •!'¢ ; .o.. .: i ,., .. ; ,' _. .. _... _ _ _ _ ,. .,_ � I ..... __ ......_ _ .__ � __ �...W _...__ . __ V v = a . s. 'y ,. �ti , ,:: � _� ,• iy _ ', a. ,. ., ' a _.. I � .' _ ,: .. ,. r N CND 3 -2x f2 I_ I I r i o��N iN (11)2-2x (O N) 2 46 � C-pall Q t_!_ i N W iT4 (N) G', M , U , ,5LOCK5 �I GONG sLAD ON GF-A D5 ✓/ 6 X 6 V,12.1 x W2 ,1 N GPI MIN, CVY-%V1=L DETAIL � 4D, v*L,.L ca�.171t��'i'� INsI'�•LLI�TI01� DRIVE - UrPQUI Pti�tT �AiI Tr CT a N PCANOPY FOUNDATION .PLAN "CANOPY ICO MI LA�J. t ALL 571.-, PLATF5 14 � g � 3 -T, � CT, WOOD DG7G< � � 3 ti„r, aT��OL'i"-tea �1� ,t+l 7" b G w l2 ALL T> A M5 WELU1<p�Tl'P , '"� Zlt i4oDl (2 C `�'a �� pJ -�C� RENE MUGNIER ASSOCIATES INC. STL, Ly�'" 66-70 Union Square Suite 204 a 4 SOMERVILLE, MASSACHUSETTS 02143 Phone (617) 666-5566 FAX (617) 666-4115 , oe 6-4* q cg 1i A 1► II �/ TU�N-$tIGKLES wE7L_ti� Ta King/ Warner Associates 1 11 � 1 � II 11 1'�j Ny x N a N 01-3 D ?�-T T�? 3 6 9 ARCHITECTURE PLANNING INTERIOR DESIGN _ 105 BEACH STREET BOSTON, MASSACHUSETTS A11001)41 (617) 4826686 02111 x Project: I"almouth FT•-{xgGoNr _ National 1 j CAPE COO'S FIRST BANK • 1821 FII,415W Woizr- OE FA5G1A 5 BARNSTABLE ROAD • HYANNIS, MA 0� Title: _ C>A,14O f N Its �Y C�� DA I N T'WN PIT, Zx�CGl6 o,c, n cy - fV 0r Y f,00F M IncG Pt.A9 r A x6 N rn J - I / - Project No:C(6-0-5t3 Design: ,, F II ( I J t II r /( I • g N ' `'y-6,. I M x t Scale. �S Checked. ,� 3 6 9 6 f T 4 9cnrtr, t-• _ • __ _ .__ i�lo1� i I ,, Date. 1 a Approved: Q q I Revision: Reviewed Approved:, , I G . SQL R _ w� C-401— e 1 i � G I� c.©N c.o t4G a 1 Ii l /i _ l p ,s- o I 1 0 / l w R t, 1 fi . / 1 , �J Y L v R TRUSS T � , F 0 R S ONLY] .., iJ I 3�u C� �T� 2 -��f cvN• _5 Ti1�R @ 2A " O .4-45 `T4 Go t--fT: 2%�1 Sli 2.a2^ 7 x 1 I4 X Y,411 lop i)6 fob D5T 8� fib"� 'f01= M-7 9 5000 F5 I Cork S-TP_ COVER V 6x 20 S-h.. col-. 12- x I g(Ix YZ I sT1- 7 IG N LdN C, + �2nV_XP, JOINT FILLGf?,, �DETAIL 8 9 S G,4, Lam. I I I= 1I-0 r'I S- 2 S- 2 ro x6 W2,1 x-w2,1 vVv= X x G�fl MIN, emu. Comp, G�V�LL Ccj5�oCoMP.� 2- •�5-t-oP,��sf', GoNT', DETA IL 6 5 cA�, LE 111 =11-0t� s_2 �.X 1S7, FOQN•P, r �Z :�_7xlo, J 01 tJT 1= i u.ER 6� DETAIL 5c,4,1z III-0-on 16 0.C, a M� 2x4 cot4,r 1, A1. 0M L-_41k k % • C_0I, [T, z3/ 11 x(''LaN(, �7CP1 PLOT: 21- 0 1 f O,G, W14xWl.g� — u M I cow. 3ceo �'ST.�orb. FocoNic, X'- ,c N 4 DETAIL. (1`11 I All �I .. I /. II .-�,� r,- l►.,l t �`� �i .�I ,r t �A q %"1�� 1 DtTAIL 5C_AL_J_-- ', 111 =;.-11-p 11 DETAIL IO sGA-L_F_ 1/tL I'-O" 5_1 RENE MUGNIER ASSOCIATES, INC. l 66-70 Union Square Suite 204 SOMERVILLE, MASSACHUSETTS 02143 Phone (617) 666.5566 FAX (617) 666-4115 i King / Warner Associates ARCHITECTURE PLANNING INTERIOR DESIGN 105 BEACH STREET BOSTON, MASSACHUSETTS (617) 482-6686 02111 Project: Falmouth National 'ZQ CAPE COD'S FIRST BANK - 1621 BARNSTABLE ROAD • HYANNIS, (VIA Title: D E'A I L S Project No: CIO - 030 Design: Scale: A•S �4 D Checked: D� Date:'. �' -,I �� Approved: Revision: Reviewed & Approved: kin Sheet NIA .1 Yl E r F7 L ;� rnLUJcrvlER� i • No.24616 G? • s�� ka�a NO. OF Verify all dimensions on site. Do nc' GENcRAL NOTES Ft UNDAT I OPd All footings shall be carried down 6" into' the undisturbed layer havinga minimum bearing capacity of 2 tons per s.f. 9 P Y Elevations given are to compute bottom of footings and are not to be construed as limiting in any waythe amount of excavation' required to reach the bearing soil P,b footing shall be placed in water or on frozen around. 1 down a minim um of 4' + All exterior construction shall be ca rried ,below finished exterior grade, unless, otherwise shown on the plans. t Ail backfill under any portion of the building shall be- compacted .in 6" lifts to a minimum density of 95% and shall be structural fill All excavations are to be finished by hand. All finished excavations shall be inspected and approved by the Structural Engineer or his designate before any concrete is to be placed. T'he Structural Engineer assumes no responsibility for the validity of the subsurface conditions described on the drawings, test borings or test pits. These data are included only to assist the Contractor- during bidding and subseouen t Construction, and represent conditions only at those specific locations at the oar- ticular time they were made. In no case shall bulldozers or other heavy equipment be permitted closer than 8'-0" from any foundation wall. Work not indicated on a oart of the drawings but reasonably implied to be similar to that at corresponding places shall be repeated. Pines or conduits placed in structural slabs shall not have an outside diameter larger than 1/3 slab thickness and shall not be soaced closer than 3 x diameters o.c. The, Contractor shall use rigid template to install anchor bolts. Contractor is responsible for adequately orotectinq all excavation slopes: Contractor shall submit proposed methods of underpinning existing structures, if required, to the enq%neer for approval, before proceeding with the work. Approval of the engineer shall not relieve the contractor of the responsibility for the safety of the structure. The use of explosives shall not be permitted without the written permission of the Structural Engineer. C VCRETE Cast -in -Place Concrete All concrete work shall conform to the latest edition of the ACI Cade 318 Manual of Concrete Practice. All concrete shall have the following minimum compressive strength at 28 days: Concrete exposed to weather, precast concrete ..... 4000 psi Allother concrete.... ..........................YXX) psi :controlled concrete shall be used, proportioned, mixed and placed un- der the supervision of an approved concrete control engineer. dorm release agents are applied to the form contact surfaces to prevent bond and thus facilitate stripoing. Thev may be applied per- manently to form materials in manufacture or applied to the form before each use. When applied in the field before each use, care mist be exercised to prevent coating adjacent construction joint sur- faces or reinforcinq steel. All slabs and beams shall be placed without horizontal joints. Vertical constriction joints and stops in concrete work shall be made at the quarter points of the span or where the combination of Minimum shear and moment occurs. Provide 0.0018 x AC x 2" 0" of '_no dowels at top of slab at construction joints unless the eouiv- alent is already orovided by normal slab reinforcinq in the too. The use of construction joints where shown on the drawings is not mandatory unless so noted, but such joints may not be omitted, nor may joints be added, except with the approval of the Struc- tural Engineer. Locations of expansion joints are mandatory as shown. When clacinq columns no construction joint shall occur between top of `6orizontal construction below, and bottom of horizontal construction above. All openings in concrete beams shall occur at or near the neutral axis. Minimum elapsed time between adjacent concrete placements shall be 48 hours. When pouring slabs ;do not place over 900 sf of area at one REINFORCEMENT All reinforcing bar detailing shall be as specified in the American Concrete Institute "Manual of Standard Practice for Detailing Reinforced Concrete Structures" 315 amended to date. All reinforcinq steel, except as otherwise noted, shall be ASTM A615 Billet Steel deformed bars Grade 60. All weldtad wire fabric shall conform to ASTM A185. Where continuous bars are called for, indicated or required, they shall run continuously ,around corners, doweled into in- tersectinQ walls, lapped at necessary splices, splices staggered wherever possible, and hooked at discontinuous ends. Laps shall be 24 diameters of the bar unless otherwise noted (Never less than 1'-6"). In any beam where continuous bars are called for and splices are required they shall occur at mid -span for top and middle bars and at , support for bottom bars. Provide bop stirrup support bar,. each face, in beams where • P Minimum bearing for joists = 1�-1/2". "' g - � --0. use g masonry to 8'``" 6" x 3-1/2"`x-3/8" angles. At b" mason walls use bars are not otherwise re uired stirrups are ;required and top q + two . + F structural tees. St4 87.5 up to 5 -0 span; Sty B8.5 up to 6 -Q #4 bars.for simple beams and two #5 bars in continuous beams. End of joist shall be lapoed over bearingand nailed`t ether together a • u o 8 -0` span. All exterior el ha be span; St6 B9 5 p t p e i lintels shall with 3-16d nails: .minimum .lap,'4". galvanized. Unless otherwise noted, at all four sides of openinos, provide two ' w e n all #5 at each face a s #5 �i top and bottom in slabs, and two ch >, Maximum Joist overhang, 12 unless otherwise noted., � ` Furnish -and place aI1`supports, temporary and permanent, n d all bars extending 2 -0 beyond openings, or hooked a d csra�e peams _ y 9 R „whether shoring, bracing, needling or sheet steel piling necessary to if r„ecrassarv. In -walls and grade beams where openings are 4"-0" or Use metal joist hangers at all flush frame connections. brace existing walls to remain, and party walls, so that no over, oaring faces shall be reinforced. Joist shall be doubled under parallel partition. horizontal or vertical settlement occurs to these walls. v' one #4 continuous tie bar each In tsearns 24 to 36 deep provide c Coordinate all :structural -work with Architectural. Mechanical and face of mid depth; in beams 36" to 48" deep provide one #4 con-, Under perpendicular partition line of solid blocking shall be Electrical drawings for verification of locations and dimensions of tinuous bar at 1/3 points of depth each face. provided, 2" x joist depth. chases, inserts, openings. sleeves, drips, ,damproofing. curbs, p . Bridging will be solid using 2 x joist depth installed in depressions, reveals,`,realets.` and other project requirements. Wherever temperature bars are called for they shall be placed - perpendicular to all main reinforcing bars and lapped 24 offset fashion. Maximum spacing = 8 f t. , A13 mortar will be of type S. unless otherwise noted. diameters. Temperature bars should be in upper layer of bottom steel and lower layer for too steel. Openings No excavation adjacent to _existing foundation will encroach a oyramid starting at the perimeter of the existing footing with All reinforcing shall be approved by the Structural Engineer. Floor Openings slopes of one vertical to two horizontal unless otherwise noted. Where reinforcement is not shown on drawings provide rein For openings up to 2'-0" double joists at each side of openings. ,All exoansion bolts will be red head or approved equal. They forcement in accordance with applicable details or similar to will be of a lenoth of 7" minimum. that shown for most nearly similar situations as determined by the Larger openings shall be called to the attention of the Structural - Structural Engineer. In no case shall reinforcement be less than Engineer. U.O.N. = unless otherwise noted. minimum reinforcement permitted by the applicable codes. B--arinq Wall Openings (E) Foundation walls to be braced during construction. Where reinforcement is called in section, reinforcing is con- sidered typical wherever the section applies. Openings shall be framed to provide a rigid;,enclosure. Jamb stud The Structural Engineer shall not have control or.charge of,. shall extend in one piece from header to sole plate. and shall not be responsible for, construction means, methods, MASONRY techniques, sequences or procedures, for safety precautions and Double studs shall be used at all openinos. programs in connection with the Work, for the acts or omissions of Masonry walls shall be 8" nominal thickness unless otherwise the Contractor. Subcontractors or any other persons performing any of noted on the drawings. Header shall be supported on jamb stud and be desioned to support the Work, or for the failure of any of them to carry out the Work load imposed. in accordance with the Contract Documents. Masonry units shall have as minimum compressive strength of 2000 psi on the net area, and qrout strength shall be at least equal to the Nailing In case of conflict between notes and/or sections or details, the CMU strenath unless otherwise noted. most stringent condition shall govern. If double framed, nail inner stud to outer stud with 16d nails, 24" Masonry units shall conform to ASTM C90, Grade N-1. O.C. Toe nail inner stud to wall plate with two 8d nails or end In case existing conditions differ from those shown on drawings, nail with two 16d nails. Nail outer stud to header with four 16d Contractor shall notify the Structural Engineer before proceeding All reinforced masonry walls shall have #5 @4' minimum vertical nails and to too plate with two Bd toe nails. with pertinent work. rein-rorcinq. - If single framed, toe nail jamb stud to wall plates with two 8d CONSTRUCTION MONITORING Scheduled vertical reinforcing shall be in addition to the nails or end nail with two 16d nails. Toe nail jamb stud to minimum reinforcing_. header with 8d nails. It is recommend that a qualified geotechnical engineer or his/her representative be present at excavation and earthwork operations to Provide two #5 vertical each side of each wall opening at each All studs to be continuous from floor to floor or roof to floor, observe subgrade preparation procedures, placement and compaction of cornF;- and at ends of walls unless otherwise noted. fill, as well as foundation construction, and in general, to observe Wood Deck compliance with the recommendations presented in this report. Two 44 continuous reinforcing rods shall be typical at 4'-0" ma>:i^um O.C. horizontal. All wood deck should have a minimum bending stress of 1200 Ibs/psi. Where CMU core fillings is noted as "solid" indicates that all slots and cells shall be filled. Deck to be tongue and groove kiln dried with a maximum moisture content of 19 percent at the time of the installation., All cores with vertical reinforcing shall be grouted solid. cores with mortar shall not be acceptable and special Layout degking using a controlled random pattern. Splices should _Fillinq care shall be taken to keep cores free of mortar droppings. never occur over the same support for 2 adjacent sections of deck. The too two courses shall be.filled continuously with grout below Provide at least one 40d spike through each piece of decking. ea_h floor level. - REHABILITATION All reinforcing shall be approved by the Structural Engineer. All existing members and connections_ damaged from (fire, water Where reinforcement is not shown on drawings provide reinforcement etc,) will be replaced by the same. In case of deviation from in accordance with applicable typical details or similar to that this original structure., approval by the Structural Enoineer will be shown for most nearly similar situations as determined by the required. - Structural Engineer. In no case shall reinforcement be less than -• minimum reinforcement permitted by the applicable code. When information is missing from _contract. documents,, the Structural Engineer must be notified to provide the missing in - STRUCTURAL STEEL formation. If the Contractor --chooses to improvise a solution it will beat his own risk, All structural steel shall be new steel conforming to the ASTM "Standard Specifications for Structural Steel., Serial Designation A- When the structural work has been completed, the Structural En- ." amended to date. oineer must be notified in time to visit the site before olastering. A11 shop and field connections shall be desioned by steel detailer unless specifically shown otherwise on the structural all openings in concrete will be core -drilled or saw -cut without drawings. overcuttinQ unless otherwise directed by the Structural Engineer. roll shop and field connections shall be by welding or high - strength bolts tA325> according to the AISC Manual, latest ItJ�'n new wood members are called for, existing wood timbers with editions, and shall develop the full strength of the member to be camoarabie sectional properties in good condition may be used. d connected unless specifically shown otherwise on the drawings. In case of conflict different construction documents ,between All shop and field welded connections shall be by certified ('plans, specifications. etc.) the most stringent requirements welders. shall conform with the American Welding Society Code, E,rould oovern. Contractor must' bring to the attention of the ;Structural Enqineer any abnormal orunexpected conditions. F,rovide grout, of thickness as required, and 1/4" thick steel (E) denotes existing member leveling plates. (N) denotes new member. All exterior beams and columns encased in masonry units shall _ be covered with mastic asphalt or pitch 1/8" thick. All .exterior Use metal joist hangers at all flush frame connections. columns encased in continuous masonry units shall be provided11 (Jew subfloorinq will be required wherever new joists are called with 1-1/4" x 1/2" x 12" long steel anchor straps welded to column @ 2'-B" t+/-) o.c., staogered each side, to match masonry for, typically, unless otherwise noted. coursing. Do not course straps. H I SCELLANEOUS All, open web joists shall conform. to the requirements of the t!111 od structures exposed to the weather shall be pressure treated. �JD Steel Joists Institute. Temporary erection bracing shall be provided to hold structural All hardware exposed to the weather shall be galvanized. steel purely in position described on the drawings. It shall not be removed until permanent bracing has been installed. The first figure. ,of concrete pier or column size given in the schedule, or otherwise noted, is the one parallel to the At all floor and roof openings unless otherwise indicated on the (lettered, or numbered) line. The first figure given for drawings provide at each side of openings 4 x 4' x 1/2 angles concrete beams is the width. framed to structural steel or open web joists, provide. 5/16" Unless otherwise noted,' all foundation walls, retaining walls, and fitted stiffener plates each side of steel beam web where hangers or arade beams shall be braced during the .operations of. back - posts occur as for steel stair construction. filling and tamping. Bracing shall be left in position until per All welds shall be `inspected by qualified welding inspectors ap- manent restraints have been installed. proved by the Architect. Wherever sleeves are inserted in concrete slabs, beams or walls, they shall consist of steel or cast iron pipe. Structural steel details not specifically shown shall be similar to those for most nearly similar situations as determined by the Struc- Contractor shall carry out continuous pumping of ground water un- ' tural Engineer. til sufficient dead load has accumulated.to. prevent, floatation of any part of the structure. STRUC'ftJRAI_ WOOD Con tractor shall verify all dimensions on the job. All structural wood shall be kiln -dried and have a minimum bending stress F-b = 1350 psi and E = 1500 ksi, unless otherwise Unless otherwise indicated on the drawings provided, one angle 4" noted. x 3--1/2" x 1/4" for each 4" of masonry thickness for all inte- rior lintels: and one angle 4" x 3-1/2" x 5/16" for each 4" of Splices shall occur only over bearing points. masonry thickness for all exterior lintels at masonry openings not exceeding 4'-0". For openings from 4'-0" to 6'•-0".use 5" x 3-1/2" Joists shall be toe nailed to wood support with two 10d nails. x'(-'1/4" Interior, 5/16" Exterior) angles, and for "widths from"6'-0" e 1904. 0no .,- CAULK ALL SEAMS JOINTS GENERAL NOTES . ON THIS DUCT ALRTIGI-IT1, THIS 'CONTRACTOR SHALL FROM OUTLET OF, EF -Z To RH - I PLENUM COORDINATE ALL LOCATIONS E E6 EB E z4x t4 SA OF CEILING OUTLETS 41 INLETS zq- x I4 RA w/THE CEILING CONTRACTOR. 1 9- i I 14 x 12 EA Z,)DEMOLITION, REMOVALS SALVAGE, .SEE PARAGRA P H IN SECTION ISGOO Or FD CLEAM0U7 F� — I6'IZxI�%T TO/ZxI►'�oz D FAN P SPECI FIGATI ON. TEE. PROVrPE ` 3, ALL. DUCT WORK ►S AF3c5VE FD DUCT UP O RO F D. EH GD p— o cccssOoor� - �x-6 Gx� RooFFAN Sx9DucTUPTO CEILINGS IN AREAS i F R Q' D p FD FD ROOF FAN ) I 1 4 i i CLEANOUT TEE 14x1z — ax WHERE• GEI LI NGS ARE I�xiz INSTALLED. 4� ALL DUCT S1ZES SHOWN ARE LD, B I EF A C - 1 RooF �°DIMENSIONSSX4 zNSUATED/16-1�S MBOLS ABQR TIO S Fi 44•CU INSULATED DRAIN LINE 4CU L _Y EV�A N RUN. IN )QIST SPACE 3'/4 X to TO DRAIN LINE DOWN uc0 �' �„ RD U P _ EB V. 3 9X16SA e EQUIPMENT Vi E IOXg D AC IoxB Co X CP U P 3 x� EA 8 AIR OUTLET OR INLET +t � ! FD �D F� FD gX I O EA 2 x 3i ,r cu INsu Lqr xc� 8x1ouP HVAC CONTRACTOR SHALL 4- dRAtN LINE _ EF ❑SUPPLY AIR Sxg cv ICo x IZ PLENUM1 3/ "CU COORDINATE THE C)UCTwoRI\ UP To ►(- x 12 I INSULATED S ItJTHiS ROOM W/THE -- ___ -- --- PIPING ToRCuTI RT I AI LINE. ON ROOF ' PUT ET' HOOD I 1 RETURN Al R pR N 3 PLUMBING CONTRACTOR - I (\/ PITCH DOWN _ _ _ _ — TO Mop BASIN - ❑ ❑ 9x�} _ ON ROOF x ExHAUST A I R X - ---- k - — I—� EB 3/4'Cu _TNSULATED — — — --� (I)ROOM THERMbsTAT' N DRAIN LINE, DOWN � ! 3 LINED DucT EF (!)HAND WIND TI ME.R TO MUP BASIN I k I4N9 �� d- _f U �IH -�®+,.,MOTORIZED ZONE DAMPER N 4 sx4 4 ROUND DUCT` f p R D F0 FIRE DAMPER W%ACCESS DOOR I� 3 12x8 POS POSITION L1iVEp i—� Luc_ SP SPLITTER DAMPER VD VOLUME DAMPER CU COPPER IT MFR'D MANUFACTURED NT NITS THERMOSTAT 1 to x ❑ ! ❑ nr rM T — Iw I"DucT R �-- I I ax3 12)Ct3 �'� � II BX14 LINED 3 1 ►7 t8x►Z � SPI p AFT A60�1E FINISH FLOOR IN JOIST�`— --- — — — — — — — -- — — — — — INSULf�T,1L0 FLEA DUCT _ I.<1 UCD Z z4x� — ! I — — — — — ►—' OUCT-' I 12xs I I ' I I 12x5 RT LINEQ II u—iDVOLOUME DAMPER 2axl¢ R - O I ucD SF SPLITTE R DAMPE. D 7°� G j34 I� 9 ( 2 16xto p I _ is ON Roo OPD O PPoSE D QLAQE DAM ('ER 7 — �x4 a r` 24 '�,r END OF .A. 8x3 �y SC SPEED CONTROLLER O E � � � � f3pT-T U M O F I Z4ll z� J DUCT p l.` 3 T M SC I 2 4 x � RETURN A1P, 1" LIMED DUCT cu 1 12 — R I ❑ o i R E G► ST E R i _. LL X BOTTOM 14 x I4 / Ft►► A,F, F, I R 24 X 2 R.A, DUCT UN{JER• T d --"i I SOTT01� OF RETURN AIR ❑ ❑ vD Yp N� � R D REGISTER �,.. A,E',F, +PS— F, IGX14 ► R 12-XC 7 '-.14 IoX Co ILV 8 F-1IN 'JOIST SPACE IN iotST SPACETYP. F o R 4- TYP, F`OR 5 Icy ! ry x 52- POS MOTORIZED p73 PAMPER, SET AT"IZOO CFM MAX.440 CFM MIN.DUCTI4 x14FURNACE3 x 3 x 3/8 4- [B AS E3x3X3/gGLEGSDUCT FURNACE S HALL NOT BE LESS THAN IS" ABOVE ROOF LINE O OPPOSITE HAND I / 2 X 2x 4. �- DIAGONAL' D x 2 X '/4 < I I x '/g'� X 6" BASE PLATE W/LAG FASTENER TO SLEEPER 18 x5, I�� M ��DIAGONAL co x4 TREATED WOOD SLEEPER SET ON ROOFDECK C� fV'- 10Y, 12XC ? � 14rIX 5 LINEDSP OG � T ST ND � DUCT DETAIL F DUCT FURNACE SUPPORT P R A ULD PNH ASSOCIATES. N . T. S U M EG H,ANICAL E NGI NEE RS r� I4x 10 21 MACDOUGAL C0UR` , (,J O N D R Io VYEYMOUTH, MA, 13 tfloll) ,5- -185? 0219 0 L Y ! 16 x 5 I�'I �� I0X,G 12 XCo R'�1 I Z X /le Kin / Warner Associates 24 I " X 3i,�'� �- DIAGONAL. Era 14X5 - o �� '`>—�g sociates DUCT SHALL BE NOT LESS S THAN 24 ' A60VE ROOFLINE D R 3 x 3 x 10 GA SAS E. PLAT E W/LAG I�� I5 2 ARCHITECTURE PLANNING INTERIOR DESIGN I O ALTERNATE DIAGONAL _ �� �� 105 BEACH STREET BOSTON, MASSACHUSETTS FASTENER TO SLEEPER OPPOSITE HAND EA TO 12 X? (617)482-6686 02111 --9-x4-TREATED WOOD SLEEPER. FASTEN TO 1Ox'7 LINED DUCT V SUCCEEDING DUCT E UP To ROOF FAN. LINED D SUPPORT. Roo F DECK 4 FAN INLET SIZE pucr DETAIL O F R O O I D U GT S U P PO RT S x Project Fali?lOUttl loxes 12x� T S , S. National N p )10 X I 0 �\ � CAPE COWS FIRST BANK.- 182f 2 BARNSTABLE ROAD HYANNIS, MA. IO X T EH X9 LINED EH 14X7� Title: 2 Ducr I BASEMENT PLAN o �1 exs F1 R'SOT FLOOR PLAN UCD GASKET (,SUPPLIED 12 1/ V p w CURB) ---- UNIT I T —o I G P N H B x 4 I S N A I L S Project No: ' Design. 2 DUCT (FIELD ' t g Eg SUPPLIED) O, ico" C►I] Z 1 Scale: Vi-".' !' -C�Checked: PNH/SbM r f Date:._. �• I9 1 � Approved:.$ B M COUNTER FLASHING (FIELD, SUPPLIED) ROOFING FELT (FIELD SUPPLIED) j --`- Revision: Reviewed & Approved: CANT STRIP (FIELD SUPPLIED I ; BASE M ENT FLOG R PLAN - _ S RIGID INSULATION FIELD SUPPLIED). - ��-✓� ROOFING MATERIAL - r SCALE: '4-." = I'-O" ROOF DEcK (FIELD SUPPLIED) FI RST FLOOR PLAN WOOD BLOCKING UNIT SUPPORT STRUCTURAL STEEL t _.___._..._. �,,• f. THICKNESS OF ROOF SCALE 1 ��� Sheet: K S i3Y G.C. X INSULATION TO SET . �ASTOF CUR-N EN B CADOWN �• DETAIL THR U AC AC/NTG, ROOFTOP UNMS ROOF CURBS ,, -0 N0. 1 OF' 2R Veri >a! !mans! n sits_ Do not scale: _ fy d ohs o _ , _ NOTES F _ z L�T NEATDU EDUGTL S �U M� SC F LD 1: SEE GENERAI. N OT E 5 CA ED C _.FA I >a SUPPLY MIN. O.A: P IGN R H E T 1 N 1 EXT.S... COOLING CAP MBH CON NSER FAN WE 7 L HEATINGCAP. AUXtLUARY HEAT ENT, d •. VG. db LVG wb -COMPRESSOR DE _. E {T. w L MARK SERVES I UIPMENT,. NOTES 0 0 0 DESIG { EO FE o ET R A G C R F F Q F CFM � C F H FM IN W.G 'P ' LBS. SENSIBLE TOTAL KNIT M.B.H.`M.B.H. STEPS 0 K.W. OTY. VOLT PN. K.W. H � C POCKETS WILL KW F.C.A. VOLT PH OTY. V LT PH "G, ALL PIT H G K ET W i_ $E - o o AC I W RK RM.' 240 o �. _ _ 24- SANYo M ELK `3 2 _.CUR V/'�C. CONTRACTOR t .-r o.e >i 1 -�.� 206 I ,7e Ls .:— _._. �� I.OPi 6 H 'i" R a FuRNtSMEb INSTALLEpf3�►' cu-1 — 7 . e,--.--` 1 z 8 .17 OouN`tE F a .: R, LASH. _ RooFl»� corJ rR�,C-r _ -5. ALL_ TREATED WOOD IG/ oo u ILL_ t3 C G D H ROOF X1 XI F D r18. E W I 2 �I R R S�E.E'P RS x II /Z X I i f I D X 12 H MFR D ROt�F CURB FuRN I SHED 'F.3Y G rj _ OVER W I � � SET II , RO _ � 9 x9ID x I2 H MFR D ROOF CURB W SLEEPERS `T� u o F'ASTE N DOWN _ _ U G u 1~ STEEL L 5 f o II -I L T RA P T ES __ u R T c .: oo I _ o -4._R 'ROOFER W LL SET L _ R OF I--i � 1 O tF . A L_ O I` N N C E R _. O O G E Cu _ . R FT OP s R S T R . _ _. _ A C. UL.E _ E �s P , .. UNIT CHED �U S ._ R e LEVEL. L - ► S E . 1 a N F T DOWN FLASH, D FASTEN O AS , P E P IN O.A.A X P i SUPPLY MIN. E T.S.. COOL ING NG CAP.MBH HEATING -. D CAP. ENT, db ENT. wb LVG, db wt, COMPRESSOR . CONDENSER W GT too MARK SERVES LVG,,. DENSE FAN WEIGHT LQS 0 0 0 0 'DESIGN `EQUIPMENT NOTES F F F F I I `CFM CFM IN. W.G. SENSIBLE -TOTAL -` --MBH , OTY. VOLT PH K.W. OTY VOLT PN.• K.W. H.P. 'LBS. I , ct- 4 X Co 4 L T , RT - ASEM£NT_ 2500 1 1 r0 O 6 i _ X REATED 1 6 1.30: 4.4co 94.1te 82 9 2 7 200 6 2Ci F 4 G 50. -:Sl.b Z 3 4. I t 0 3 1.12 i /2, loon CARRIER MODEL 5oDJooB I,Z,3,4,G� I i I WOop SLEEPERS E EF EF RH ICa/� X IZV ID X 12 H MFR D FLOOR K I Z RT 2 :FIRST L 4000 b00_ O.�O 92.�7 125.4 173,8 a o 9 -'19.5 fele.6 58.3 ,.$to.5 .i' � �' C,.-.1 j j' { j ,,j It50 } 40DJEOt2 1,2,3.45.E �. �9X9 PITC H 4 5 3 . ► POCKET FOR ROOF CURB ' N I I PIPING 9 x 9 . P GH POCKET FO R IT - GAS PIPING- EL.EGTRICAL 1---} �lOTESr I, ROOF_ CURB , z. rtTEGRATE� EGoNIMIZER W/ACCUSENSOR .II CONTROL �,.COMPRESSORS CYCt,E C � El E CT R I C A L WORK PR OOF DELA`(S, 4 CooC1NG HEATING THERMOSTAT.. S. Su68A55.w MANUAL .:SUNiMEFi WINTE -WEATHERR P _�GNANGE,AVER ,;,_G. EXTENDED FOUR YEAR GOMPR'ESSOR (� n FLEX, CON N, G XG P1 rCH POCKET 24X14 .11 r' FOR ELECTRICAL WORK \ � I I/u RT f UNIT 40 H SUPPLY -DIFFUSER SCHEDULE 1 MARK CFM NECK SIZE DISCH. , PATTERN FPM TOTAL P.D.ft MAX N.C. - OUAN. FINISH DESIGN EQUIPMENT NOTES, t D I 2S G x Se A4 WHITE " TIrus TDC TYPE Z boP DE R T o Z Z s D 3 SO G2 D -4 } A4 D-5 100 9 xc� 84 0_r. ISO D x,'3 A4 D-7 155 i C>z D -15 170 -7 9 x - 1 NNAY TEMPMA5TER TDF 4 SLOT x24' L -2 D-9 175 S2 TITUS TDC TYPE 2 BORDER D-lo 105 A4 0-11 200 G2 D-12. { A4 0-13 225 9 x It B4-_ 0-14- 24o 3x 9'- S2 D-15 250 6 x IS A3 - 2 D-I6 3SO I? x 12 A4 D.I'l 400 SIX 15 154 1 f EXHAUST REGISTER GRILLE SCHEDULE MARK CFM NECK SIZE FPM TOTAL P.D.IN. MAX N.C. OUAN. FHSH DESIGN EQUIPMENT NOTES E- I GO G x G — — ` •— -- WHITE TITUS 23 RLS I E-? 330 12 x 10 — — 2-6 RL E- 3 800' 22 wHrTE rl-rus 2'S RL NOTES' OPPOSED GLADE DAMPER I SUPPLY REGISTER /GRILLE SCHEDUE MARK CFM NECK SIZE FPM TOTAL P.D.IN. MAX N.C. OUAN. FINISH DESIGN EQUIPMENT ' NOTESI - WHITE TITus Boo RS S I S-Z 40 13 x 4 1 s3 j I ,NOTES. LAG- 15 ,OPPOSED";.BLADE DAMPER, NOTES: 1, AG-35 OPPOSED BLADE DAMPER 2, DIFFU'SER INSULATED PL.F-NQM EXHAUST FAN SCHEDULE MARK SERVES CFM H.P. RPM TIP SPEED S.P. IN. W.C. ELECTRICAL DRIVE ROOF OPENING DESIGN EQUIPMENT NOTES VOLT I PH. HZ. EF - I 1.AENS tic 143w its 1 60 DIRECT QROAN MOD, 1a'7<o EF-1 LADIES-- EF-2 EJECTOR RM IISO O.Jl S BROAN MOD, 3111 EF-3 N LAOIE 120 1/1Z ti4o 2910 97Lx 9% PENN MOD XT 84 I,'2,3,g E F-4 SPARE RM BOO V4. S65 3400 BELT it x Il BB 45 1, 2 -54 S EF-S LOUNGE 8BO 1/6 925 .30160 DIRECT 12 x IL AT 24 L � Er-6 GONF, RM E40 vis, zr eo O.zs 1t S 1 60 DIRECT '07LX9%L Pr.NN XV g41 R1i - IIrpiN N I Ix i TT E 1� 3 NQUILS: 1, PREFABRICATED CURB Z. BACKDRAFT DAMPER 3. BIRD SCREEN4"BUILT - 1N DISC, SWITCH S. SOLID STATE SPEED CONTROLLER. RETURN REGISTERJGRI LLE `SCHEDULE _ - DARK CFM NECK SIZE FPM TOTAL P.D.IN. WAX N.C. QUAIL F*ASH .,. DESOy EOUPE1ENT NOTES' R-1 22S 10 x 10 WHITE T1TU9 23 RL ; GRILLE R-L 350 12'x to R-3 450 12 x 12- — R-4 h(_0 22 x 12 R- 5 Izoo 32 x 12 - R-6 '1 SO Z4- x 12 — — 23 RLS REGI5TER : 1 R--1 Z(OSO '42 x 24' 23 RL S AEr. IST E R - NOTES : I, OPPOSED t3LADE DAM PLR k ELECTRIC BASEBOARD SCHEDULE.___-, MARK FIN MATERIAL wArYs ELECTRICAL WATTS DESIGN EQUIPMENT NOTES VOLTI PH. I HZ. EB-1 STEEL. BA-0 Zola I GO NA < MARKEL SERIES"2300 GO" LONG i Eb-z j j — E8-3 560 46 LONG i NOTES : 6v I LT - ► N THERt\ 4OSTAT ELECTRIC 1HEATER SCHEDULE MARK MBH EAT of LAT of CFM KW H.P. RPM ELECTRICAL DESIGN EQUIPMENT - NOTES VOLT PH. ` HZ. E H -1 1't• I GO 1443 245 5 -^- 1400 Zolb 3 ' Go MARKEL MODEL 173455TC BOX I EH-2 Io.24- Go tot 245 3 - 1400 20 1 co + % F34S3TC 6OX 1 NOTES'. I. BOTTOM OF HEATER NOT LESS THAN,IZ" A.F.F Rloc rTOP GAS,'D'UCT .0 � RNAC E MARK .A.3H , IN MBH OUT GAS PRESS. IN. W.C. EAT OF LAT OF CFM RPM N.P. 'ELECTRICAL FLUE S12E DESIGN EQUIPMENT NOTES VOLT Pit NZ. DF-1 250 190 G TO 14 35 wh-j 2.Soo NPI NA Its I GO NA HASTING MODRD2SO 1,2 om z 1 i G T 10 O 6� W . U'4X4TREATEI) I 1 O 14' H FF ' D. WOOD SLEEPER U UNIT N M Z O CURB. R O FORDUC UPP F, TS FASTEN DOWKTO ROo ROOFER SET CURB INSULATED TRUCTURETXP FOR 4 FASTEN DOWN FLASH 11 E NT D F 9 X 4 REFR G RA 2 � PIPING 40 X IZ wGT - OOR IN E' THIS 450 % 0 G X4 TREATED WOOD G D AT ROOF DUCTWORK SLEEPER FOR DUCT w/�oGAT1ON OF FURNACE 4 STAND NEW DRIVE -UP TYP FOR 2 CANOPY ROOF 9 x 9 PITCH POCKET FOR GAS PIPING I ALL SUPPLY AIR DUCTWORK ELECTRICAL WORK, OUTDOORS SHALL 8E LINED W/ I`/?" THICK 2 PCF DUCTLINER, CAULK ALL EXTERIOR DUCT SEAMS ^ UNIT- +3V'H RT JOINTS WATERTIGHT AN WGT. IISO LBS, z APPROVED DUCT SEALER UNIT ON 14'* H MFR'D ROOF CURB. ROOFER SET CURB —1 FASTEN DOWN > FLASH, EXIST. IA.C.UNIT) I L--_j .. : N Im r e r , ' w..,,,•, ..... .......,..e..w.�.++,x.++.�:...^..-vL+�+w.=.�.�nM•�,m-s.rr...w+.,0.m.�+..s. A:w.�.-----•--m.+--,-r.-....�.::.:__�..,..-......ten....:,:.. ! '. - u b __...._..::��..,.—.-.:v. _.. ,.�..;— ..` �.......�..::r:^..�..�,..,......�.._..,�.ny,,....,..y,w^,., ,--.=.—,.=�=r , a ..-r.u...w...e,._....sti........�._..wV-.+,,...�w.,;........,,..�.++-�+w..+-.,.r....n...-....L�.r.�. ., -..., • ,:, a • .�. a .� ..� ...: 4 LEGEND 5YMEbOL'S Eta - - EXI�✓TI NCa WORK TO RFMNItJ EXISTING PI PI IBC, TO REMAiw- ocau rnworsS 9ERVIcF cCiAS) ------=------ - EXI6TING WORK TO ►3E. R�MO�Ed -- - -- -- EXISTIWra PIPING TO Be R6MOVeD - "Cl" DENOTES SERVICE CGAS) _ O W WORK - BURIEO SOIL OR WA5TE VENT g, w root-L oR WAtTF. VENT CW COLO WATER --•-- - - ---- HW HOT WATER ---- _-- HWG HDT WAT>:R CIRCULATION Gi GAS r r ,- FCO FLUSH -FLOOR CLEANOUT ---�-�I WCO WALL CL.EAIJoUT -----t-i c0 C L F_AQCU T —D4— - ClATE OR 5&LL TI{PF SHOT -OFF \//ALVE —tom--- - CHECK VALVE —per DV pp A l w vALVG- -D-- - ClAS COCK UNIO �--1 I I--- oW V DQC KwATER VAL-./F- HF Fla s E FANG Et WH wALL wpakk -ir OT - THERMnMPCPR W �T v,/ASTr- 4 TRAP VTR ' VENT TH RU ROOF ID DOWN "C7HRU FLOOR) UP. UP ( TO FLoOR N?,.;oVE) CTS cONwEe-TTo'Ex15TINla 1=TFt EXIGTINC; TO }2EMAIW I _ ST Exlb-NNG1 TO F5S RF-MOvrD __ _. _ _., .�. r �.,.. r r _���. .,. _ ._, ., r-- � - s--� <, � r - , ,'; ,. ., f. ,_ .,. _ , i` �,� s ';; �. ,. �` �� .. .� n., `„�. `. r t F t ,:y.' z;" �; } ` � ��. I �' e+'.r � . ;' F= �, �. i �;. ?`s C /.°) �,. ,- 4 _ �,. . •- ..: �.,' _ w ,. .. ., ..- .- .. ,...- .. ..,,. .. w ;- .. '. , _ . I i ___ _ __ _ __ i e. �: t F r F,vo9 F'L-A.N Ho- 61 CoU ro 0 6.f'UFPS0 <::�_ 0a- E} N C-5 [:� CABLE REDID. CABLE TYPE pIE BOLD PART NO. DESCRIPTION NOMINAL TYPICAL USAGE _ O.D. A gI-02202 -52-62 •22 GAUGE 2 CONDUC TORS, STRANDED, FOIL DEN /OR2343AS.A COLOR CODED .FTS' pppR CONY ACTS, PHONE LINE tDAMC 'ENO I. Y i BELOEN YM-23438, ALPHA 5481 OR EQUAL / TIME/DATE VALDATOR,ALL TRANSFORMERS AND ACCESSORIES iOCAt PURCHASE '12 GAUGE, A CONDUCTORS, STRANDED, TR.PR, fOIL SISELO W/DRAM,COLOR, y J65 REMOTE COMMUNICATION E.7 G7 9Y C(R17RACT OR CODED (BELDEN 8723 OR EQUAL C 91-022043-62-6z •OI GAME,A CONDUCTORS. S TRANDE D, FOIL SHIELD . COLOR COOED - s SOUND • SMOKE DE7ECTORS.VAULT VENT -CAMERA TRIP. 15'950 1 BFI DEN YR 15950 OR COLUtlNBIA 92120 1 .229 YAIAT DOOR PROT[CTiwl, R/P RECEIVER, INSIDE AUX. BELL. AP BEII. AIR LOCK 6 "DLO -UP DEVICES •OI GAUGE. CDNAIN. ORS,S TRANOED D k-022053.61_62 HIELD BA. SNIPED R/DRAIN, COLOR CODED S" TOR d5i'I.AT BILL TRAP I YR 2341E OR HOLD-UP HOLD-UP DEVICES THREE BUTTON HR COLUM I COLUM9U 91064 ) j E 91-D22flB3-T2-b2 BRA GAli SH B CONDUCTORS, STRANDED. .I SMELD.NO COLOR CODE p 264 AFTER HOUR DEPOSITORY 6 ATM NIX\ I BEIDED YR 152414R COLl9M&A 91516 1 BELDE ALL SAFES A LOCKERS IOUTSDE THE VAULT t 22 GALIGE.14 CONMICTOR5. S TANDED. ;00 F 94-022143-62-62 SHIELD W/ DRAM, COI CODED I BELDEN YR 1595E OR .341" MODE SELECT SWITCH A PCM - COLUMBIA 91546 1 n G LOCAL PAR 4AS CAUCE.7 CONDUCTORS. EOIOED, FIRE SYSTEMS `. LOW VOLT POWER MITE NO -224N ELECTRIC .SIRIKtS • AIRLOCK (CONYROL I WICATES CABLES USED ON THIS JOB NOTEj ALL WIRE SHOWN ON THIS PACE MUST K RUN N CONDUIT. ALL CA19LEUSED MUST BE U.L.LISTED Nt�T"E.S I. CALL z C�7t�IPUYC� "P CAE5t -E P A-4-4" 4� - E3Y c7T•NEf�S. z AJ-a-. JUW--n0N Elc>)i,ES Mt1ST NhvC "j,&,F/iPEFR SwrVnflES. .IUNGTION I XES MUST" E5E TAt�IPE..i� sWIi�N R�7lJIRE.S C�t._.E TYPE '�A�, C'I�MPE R J ITGN 5Y , PlEJ!,ot._D') , �. A.LL_ taIRE IH 'fNi`�- pRAWIW(y- MU5r VIE RUN 4, AL l - GgI�IDU I'j� Tb BE ' 3A 1, . Lj"L45i5 OT-Mg W ISE 5. AL-L GA>31 .E RtJh 1S Tb .PEE "OF1E9L1F�JS, LJt�iL_E5S a11-I�WISE t�o"i"�©• cowP>u rr F22R i zo vA L , Ga HZ ) zC�,A.f l r V:�F-,PJ�-!CN uRCLiri (uwswiV-,j4-P) WriN I P T'E WSUL.AT -P evKoUWPI"(C- c0"C;>Ucrc >K, 7 E E.GMlC" 'Tb FIULL- A lLL +44ZA-L- Ic> Wt>FZKl"dr t�.YS PRIaR Tb dPE-I�JILJC�- t�TE.," 9. ® Ro "a,-r i gr: cA4l_E oR CbNDU rr + 1•.•--•---..r 1$ /ANT ENN/y ►L "LoNs AQ STF,^141 (T r.: x /•.NTCNNA MUST SPECIFICATIONS T MATERIAL:. FORMED STEEL / , 3'4'METAL GONOUif TO GADLE •TYPE b" 15 FfoulKeo 6XPO6EO WIREM0L0 SPECIFICATIONS JUNGfION OOX/MAIN OK f0 7RAN5PORM6R. 660 GAOL6 OR GONOUIt ALARM CONTROL GAOINEf 5GHfOULf ftLf NO. 170-100 0,�9r�.® FINISH: YELLOW DICHROMATE MATERIAL: BEIGE POLYCARBONATE ��� METAL CONDUIT 10- 1-D O 9 " I' 16ub IN 1RAN5PoRM6R asvAc) o RECEIVER WEIGHT: 20 LHS. GA0L6 TYPE '0' 15 R60U1R6D METAL ' i� 56E GABLE 5G1160ULf ' OUTL I Nf OF Yf f I Lf NO. 1 70- 1 00 GONOU I fU271, / / <•a*s) (4)I�,NOCI',oUT4 �P-,oV10EO IN C�ACI'•i oP• NOU5IN6 ,�• 1y UNIT FoW"T CABLE �cGE•S'S•. Lo251 ��///// t.ae1 � I` t.acl � F - _.) 1 2 3 4 3 8 1'- 2 �� JvNCT1otJ TSOXES T O 4�« ` Z `E1--I UJi ( ) 1 BLACK WITH trMiAY TRACER „p" GREETS t,EQVIP,Et� 6ETWEEN • c�a ' 0 •• '. (.o„) `_It -Id / I � I I � � I{ I / .� L_ATCZ-1 IN MOT��I 'L.E_ANO •3 2- - .: ,. -C � :. - I .1 i ._._ _._._. I - - --•-- - -•-'- - � /// P-,t�c�Lv_�t� Sam. cr.P��c scHeo- (.s�)�, 4.+fzs)�� '� ) ' - \I I j ' ,I , . I. I • I I 'i / ` �1 'L, ,,ll BLACK _ T O RECEIVER A H TRANSMITTER A N ❑ =-_ i ❑ i ' - �/ / AC ADAPTOR PLUG-IN c RFR iyE HHT H ND HELD KEY SWITGH , NOf6f A SPECIAL ORAIikE1 z L.6,0. (PROTE6f10N CIA �i°� • 'ON' INOIGAfOR) 4' 50. X 2'/s' DP. JUiJGf10N 00X (39 2026A) MU51 fDE'U56D LOGAf6 �'-0' (l.?.19) ® /Ir+ uI -J 0 _ UNiV6R5AL •5217I-3/4 WITH 5260. 1°OR 5fMI•PLU5H MOUNT A00VE PIN. FL009 LATCH IN 51 NbLf OBV I GE GOV6R KS KEYLOCK CONTROL SWITCH [-],SEMI-FLUSH ❑SURFACE ❑ SURFACE MODULE MOUNTED MOUNTED MOUNTED ,c c_► �s� p EQ�i+• Ftn To_-�� Ii •. (WITH METAL CONDUIT) (WITH METAL CONDUIT) (WITH WtREMOLD) fSoX 1R A1�PLtGA_6Lq . IR NOT TN�N To ALAY-,M CorJT_ P�O>, • 1 I I CA1jINi?T. 'iEL CAbI_£ iGHE_D- ' � ♦ - eNC c Lic f•�•ILE No. i'io-too_ )T ,v • / --C NC FRONT VIEW , TS TAMPER SWITCH TAMPEh SWITCI� opEP,ATE'S LB LOW BATTERY "(•�'s:> 4-l0 (1.312 (T ECOMMENCOETO Ac{f•.INST S1OE of JUNCTION -- - _)--------- -��� box . To R1N1-"sh17;i� F•L..00R-,. El. ST WALL MOUNTED SIDE VIEW ALAF,M rvlcr�. ci.r�Lt'a _ - �- NOTES: r' `�'�""• '�,. 1. INDIVIDUAL PARTS FOR THIS SYSTEM ARE LISTED BELOW:- RECEIVER SPECIFICATIONS: 41METAL C,=,"cu'T r-c," AVaLE �T--'Ec °'4"-�11META.I.- CONTJUIT F•OP•� (1) CA _LE O A. HAND-HELD PORTABLE TRANSMITTER TO Mo'LStssM OTA-, f�HoN>EE LAVE:, T2'PE "D" To p�NNUfJ�IATOP-,,"M1;TAL- CONCJUIT B. PENDENT TRANSMITTER -, -- INSTALLED b 1°l.G. 1 • O-__._r-____ A. OUTPUT: VOLTAGE: 9C�AP300 MA, 51WATTS (OBSERVE POLARITY) X 2 bp. JUNCTI_o_I_V , � C. CASH DRAWER TRANSMITTER (DILL TRAP) (1)� M<±TAL CONDUIT FOP-t pOWEpi Xi• $ D. RF RECEIVER MecTAL COPJC>UIT FOPt 1 C/� LE 115 VP� UthISWITCHET� 60X UNIVBcF,Se.L 521 11^4 p�Np (1 coN bLE pE"ct" 3vvlp,E , y o1 Ei�� ° INSTr.LL�� by E.C. B. SPURIOUS RADIATION: CONFORMS TO FCC RULES, PART IS E. LEATHER BELT CLIP To I-L.. . D F. METAL BELT CLIP C. OUTPUT: MOMENTARY FORM C CONTACTS, SPD? BTT BILL TRAP TRANSMITTER CONTACT RATING: 1 AMP, 20 WATTS RESISTIVE LOAD ONLY G. LATCHING MODULE r i 2. RECEIVER MAY BE LOCATED 75 TO 100 FT. FROM ANY TRANSMITTER PROVIDING THE RECEIVERS ARE D. ANTENNA: EXTERNAL, FIXED TO UNIT IN LINE OF SIGHT OF THE TRANSMITTERS AND DEPENDING ON CONSTRUCTION MATERIAL OF BUILDING. �M7=TAL GONt�U1T FOP-t -+ •i To INPUT i�EVIC734 IN BUILDING WITH LARGE MASSES, AN ACTIVE AVERAGE RANGE OF 100 FEET SHOULD BE USED. WHEN EXTEISNAL ouTPUT (i� II �S- P+6gULPi�I�. E. RF INPUT: BINARY CODED FSK SIGNAL BILL TRAPS ARE PLACED IN METAL UNDERCOUWTER EQUIPMENT, AN ACTIVE RANGE OF 50 FEET SHOULD BF, USED. 120 VOLE, 60 HI, UN5wIfrKfo --- oP�(� SPT]T�oNT!�CT I f Pow6P SUPPLr P�ATINCT O V. i�-MF. I 11 �� OPTIONAL LATCHING MODULE SPECIFICATIONS: 3. BATTERIES IN THE TRANSMITTERS HAVE A LIFE EXPECTANCY Or ONE YEAR, BUT IT 15 RECOMMENDED THAT / a •,;.� THEY BE CHANGED EVERY SIX MONTHS. A -�X•.- 5::, e•-• � .1 �:� 20 AMP &ROONOING TYPE A. AC ADAPTER PLUG IN 4, ELECTRICAL. CONTRACTOR SHALL FURNISH AND INSTALL DUPLEX RECEPTACLE FOR AC ADAPTOR WITHIN 50 RECEPTACLE On j„ TANIPLF, SWITG►-1 toVEF-i- 6Y f.G. (BOX MUST - aMETAL_COtJ[jU1T FOI•t (1)- � - a �_uF �N I'SNEt� !Sy tJ1EDOL0 OUTPUT: 9 VDC, 300 MA, 5 WATTS (OBSERVE POLARITY) FEET OF LATCH IN MODULE, CONDUIT WITH BUSHING BETWEEN AC ADAPTOR AND LATCH IN NODULE AND 06 MOUNf60 Vf rf IGALLY CArSLP_ T`/loEs"E" ATM• , INSTALLEDo by IE.G_ CONDUIT BETWEEN LATCH IN MODULE OR HOLD-UP JUNCTION BOX (IF APPLICABLE) AND ALARM CONTROL A9 5HOWN) ,r__ ,I • , , 5. ANTENNA IS TO BE AS STRAIGHT AND VERTICAL AS POSSIBLE. DO NOT BEND, TWIST, L LOW VOLTAGE WIRE. - " I B. OUTPUT: FORM C CONTACTS SPDT CABINET. DIEBOLD WILL FURNISH AND THE ELECTRICAL CONTRACTOR WILL INSTALL AL --ELLACTt•-�IC/1L GONTP,ACTOP'i � '-- I OR KEEP INSIDE I 'T'o t=R�e -,-,s 1�2 x4 +`2� -- FIELD PROGRAMMABLE: 1) 1 4, OR 8 MINUTES RfGsatAGt.6 GOvfe - - % OF ANY ENCLOSURE. tMU51 Of PLA5TIG1 I I O_P. juNGTION �oX 2) LATCH AND MANUAL RESET vuPtox outLfr WITH I UN1V12sP-Y•SAL 5:3j11 • Y/4 3) TIME DELAY LATCH/AUTOMATIC RESET 6. RECEIVER SHOULD BE MOUNTED USING THE BRACKET SUPPLIED. RECEIVER SHOULD NOT BE MOUNTED FLUSH �01 6ROUNO ALL AY 6.G.4) DELAYED OUTPUT/MANUAL RESET ONTO OR BEHIND A METAL SURFACE OR TO ANY WALL SURFACE THAT MAY CONTAIN LARGE MASSES OF METAL. _-6UPPOPT SfXAPz/�(,057)�«it-srL ----_� -} 7. RECEIVER SHOULD BE MOUNTED OUT OF VIEW OF THE PUBLIC. THE RECEIVER SHOULD BE MOUNTED EET 8. LATCH MODULEABOVE SHOfriDBE FIELD INSTALLED MT MOLD -UP JUNCTION BOX OR 4 x 6 ELECTRICAL BOX. To pt+,ovIEDe 4. x x 4 - - - - - -- -' - CONTACT RATING: 20 WATTS _ • u1-3CT1oN boX . I / TRANSMITTER SPECIFICATIONS (RAND HELD PENDENT AND BILL TRAP) I ° OU-'CLINE dF 'S•T - TO IfJPUT 1'J$VICLS _ ;;Ii ''� �? YP.AN5f ORMfB MU5f Of-- f( "EXTEsP-,I�SAt- I lou�I►.�4 ��' s'Eq�IP E't�' A. INPUT VOLTAGE: 9 VDC (INTERNAL BATTERY) HAND HELD AND BILL TRAP 9. RF DEVICES MAY NOT BE CONNECTED t0 Ab.t. LISTED POLICE ALARM SYSTEM. y ,r', I - IN4tALL60 a5 I ION( irONSf OIPMfr POP !1 15 VDC (INTERNAL BATTERY) PENDENT III,' nuoL#x ou t, I. NC>T E t ELECTRICAL REQUIREMENTS: I' Ifs IL I �"' ALAt�M CR�bLE INFO(�ML�TION LIT Ho B. SPURIOUS RADIATION: CONFORMS TO FCC RULES, PART 15 -1 F_I__L_E__N___O. I10-100 T>EFINfiS CAF�LE TYPES 1. 2-1/8" X 4" X 1-1/8" JUNCTION BOX UNIVERSAL F58361 WITH 120 VAC DUPLEX ' • I n " T' RECEPTACLE AND COVER NEAR LOCATION OF RECEIVER. IF LATCH MODULE IS I w r • 2- x a X t - or . J V_NC_T 1oN P�oX C. OUTPt)Tt DIGITALLY ENCODED F8K SIGNAL i--- -2/f' ('013) -+ � yc --_ - - UNIVEI',S^L Ss'l�G.14 � USED, LOCATE 120 VOLT SOURCE NEAR LATCH NODULE. D. ANTENNA: INTEGRAL ' 3 «MmT.�.L_ CONDUIT 2. 2-1/8" x 4" x 1-7/8" JUNCTION BOX UNIVERSAL F58361 WITH BLANK -- IN5ULAflNb OU9HING- ---- - 'G - E. RANGE: 75 TO 200 FEET - HAND HELD AND PENDENT ONLY (5Y ELf GiRIGAL GONfKAGTOP) / / � /. ,To JUNCTION COVER /58C1 MOUNTED NEAR LOCATION OF RECEIVER (OR LATCH NODULE CONDUIT AND JUNCTION BOX / 6oXTMP IN 50 TO 100 FEET - BILL TRAP (SEE NOTES) IF USED) WITH 3/4" CONDUIT TO JUNCTION BOX/MAIN. 0.....,.... •••� REQUIREMENTS r 1 I" METAL CONDOIT FROM ALARM CONTROL CABINET JUNCTION 10x TO ! j+'M6fAL GONOUtt OF -- WIR6MOL0 FROM JUNcti ON 90X Of 54611,160 OfVILf r O 1' IQ. 1 2-I/S" OF. JUNCTION 301 (ALL 11 I.C.). DIEBOLD TO % PROVIDE FLAT COVER WITH TAMPER SWITCH. GOVEP, I�'LA.T6 �. v •••� i WHEN "ctCURONATIC" AFTER MOV1 DlP05ItORT !S TO 16 CONNECTED .tP O To ATM UNIT, t.t. To RON ]/4" METAL eaNDDtT rROM 4" BQ. 1T FRONT VIEW SIDE VIEW �1`I 2-1/0" DP. JUNCTION 501 TO AFTER NdIR DEPOSITORY. f P O B.C. TO RUN 3/4" LIQUID T1CHT rL1I METAL CONDUIT 01 3/4" RIGID + I CONDUIT FROM JUNCTION 101 TO CABLE CONNECTING PLATE. OF•TIONAL METNQi�_f// d0/1iP, NOTES: •' 1=0r� WIPtiE hVN I.L.00•AT6 frANSfORM6R ABOVE AGG6551Otf •tom "Q O 3/4" METAL CONDUIT AND UNSWITCUTO ELECTRICAL SUPPLY TO 4" SQ.-^ GEILINb OK IN ELfGTKIGAL CLOSET O'' CnffP. - (P BY 2-1/8" DP. JUNCTION Box WITH FLAT COVER WtTHIN 6' Or SIDE OR nPfA N01 nGGf55101.6 t0 iHe 66N$rAL PUOLIG, 1fK ANSFOKMtt MUST 06 A00E9519Lf FOP 18 FRONT CONNECTING PLATE. BOTTOM CONNECTION MUST BE COMPENSATED INSTALLATION ANO 9fRv1G61. IS 6 ACCORDINCLT (ALL /T B.C.) (191 POWER REQUIREMENTS). 2.fPAN5F•ORMfK MU5f NOT 9f LOGaT60�A DOVE -If I 5U5P6NOt0 G6 LUNG WNCO AP6A A50 ➢f GFILIN6 s tt ' ® •' O 1 S i l.C. TO RUN 1/2" LIQUID TIGHT FLEX METAL CONDUIT OR 1/2" RTCtD y / 41 ' - r jj `l CO-HDUIT FROM JUNCTION BOX TO CABLE CONNECTING PLATE FOR HARDWIPE 'pjl FP" -SAME IA U560 FOR AIK HANOLING PURP05f5. W CONNECTION, OR E.C. TO SUPPLY TWISTLOCK RECEPTACLE FOR LOV-HEMA If1I1 S.KfOUIK1i fNT6, 51 fROANOM 06VIGf 15 50 160 L5-208 SUCH AS HUBBELL MO. 2310, AND HIV-NEHA L6-15R SUCH AS / II: 6T,MAY VAFY, OUT SIZE GfI StYLf, Of ff noxORMfK �--= '`; MAY VARY, OUT CONNECT IQN TO OUtLP�T OOX WILL RUSSELL 00. 4550, OR COMPATIBLE RECEPTACLE FOR PLUC-1N CONNECTOR * ' �;, 1. DIEBOLD .WILL INSTALL, AND ADJUST ALL DIEBOLD FURNISHED EOUIPMI 14T UNLESS OTHERWISE SPECIFIED. K6MA1N THE 5n116. •Ij1 "' SUPPLIED WITH UNIT. - YT" _ - :�- FOR DIEBOLD DESK TOP MODEMS (PROD. No, 900-49-000-8 AND C) Ti . _-� ` 2. PER DiEBOLD SPECIFICATIONS AND THE NATIONAL ELECTRICAL CODE, PURCI-iASE.R MUST MAKE ALL WALL AND cA5L6 •ryvf b• I5 eEoulR6o s AND OTHERS - NO CONDUIT REQUIRED FOR DATA LINE CABLE. MODEM F-"ac� � INsuLaTar� LINING -PENETRATIONS; INSTALL ALL WIRE, CONDUI"T, OUTLET BOXES, JUNCTION BOXES, JUNCTION BOX 566 GA0L6 SGHfouL6 PEEP No_ lao +eo. -1r MUST 1t INSTALLED WITHIN 42'-0" CABLE RUN Or THE UNIT. Sw,TCH Pdoc M C �jPI�T c10.�MMET vsu- r. �INct COVER, 110-120 VOLT 60 HZ, ELECTRICAL_ POWER WITH SEPARATE INSULATED GROUND WiRE; OBTAIN'ALL (--� sw1Tc�A r,EQu1r Eo PERMITS AND ALL LEASED WIRES INCLUDING TELEPHONE LINES FOR Rf ROTE CONNECTIONSt AND REMOVE AND/ OR + DATA CABLE MUST 1E At LEAST 2" FROM AN A.C. ?MLR CABLE. -r RELOCATE ANY FIXTURES OR OBSTACLES TO PERMIT INSTALLATION Of DIEBOLD EOUIPMENT.IN THE EVENT i coy>TP, OF A CONFLICT BETWEEN DIEBOLD SPECIFICATIONS AND LOCAL OR STATE LAWS OR 114E NATIONAL ELECTRICAL DIEBOLD DESK TOP MODEMS MUST BE WITHIN B -O' Or A BTANDARD -- oI�T1oNAL Loc 1T1ot.1 SINCLE PHASE, THREE -WIRE OUTLET. I l,, ,I porgy oUT31TIEa SwiNcg CODE, THE LOCAL OR STATE LAWS OR THE NATIONAL ELECiRICAI_ CODE SHALL GOVERN. ~'�`��'� ®QT PLUG-IN TRANSFORMER f Ir lQOI►►60 WITH 100-451 IBM LOOP COMNHtICAttONS ADAPTER, (�• � j i n>oTk�' 3. ALL LOW VOLTAGE WIRE SPECIFIED, FURNISHED BY OTHERS. f ELECTRICAL CONTRACTOR TO PROVIDE CABLES LONG ENOUGH TO ENTER i :I I' I L--J Oo_O_F, CONTACT To - ' UNIT AND REACH TO ELECTRONICS %ECTION (MINIMUM 3'-0"). 1-�T-'-"•-----Y�-1 66 LocATET' ON - �T •I --'T 'S cur-,> i1TJE of 4• ONLY WIRE MEETING THE SPECIFICATIONS SET FORTH IN THE DIEBOLD ELECTRONIC SECURITY AND SURVEILLANCE CABLE SCHEDULE ( FILE NO. 170-100 ) MAY BE USED. �--- 2'-s (•14'>)--� '2 l.e•bt) •_) ^)``3��• MAX GAP , •• , '.lLJNL: T1oN 1�OX LO GATGTJ 4 ---=-- r�ocr, 5. ALL CONDUIT RUNS SHALL HAVE SWEEPING BENDS AND ANY RUNS THAT MAY FORM A WATER TRAP MUST BE / -i M�Tc�L c_oNi�u1T_Gr.o11 c.xc.----� 1 " JVNCTI�iJ Pao XE�P')�tT ��,.��.�Pi ----- _ .- - - -- - ON cENTE M, LINFs OF '2 •9 (.itil) N -i�- 1 JUNCTION hoX or-QLAn,M GY�N� OL f 1Jt?Ot=. WALL OtafANl'P�j'af t 1 IT IN (. -O" dF Ci3Al/JCz TIN PLATE PROVIDED WITH DRAINAGE HOLES. / f t � � 6 3 - Cnt'.,INt;T To 4-"S "2 5z111 (LEIJCi-jl�o� 6L�c�aow�F�, cs,rSLEi ,L _. II .�!---'------- ------ P0.oVLqm0 wlI)� 17I�(=) LOCA'Tm To 'S•UIT { I - 6. ALL CONDUIT ENTERING A VAULT WILL BE RESTRICTED TO I-I/4' MAXIMUM AND SHALL HAVE TWO (2 ) -- IVNCTION fox cPovt r�ooa ISUILpWGi CC7N01TIONS. �Z! _'s F'mc11= Ic �T LoN s 90 DEGREE BENDS WITHIN THE VAULT WALL STRUCTURE. ARRANGEMENT OF BENDS SHALL BE SO THAT- c MATED 1AL r OFF vvHl r _�cs �y DRAINAGE IS TO THE EXTERIOR OF THE VAULT. PyOX1ES CAN F>E4s FL U4N F 1oVNTEfTJ I i `« (. ot.s} g" MP.X, FP,oM oPEN,r.>c� OM1 Mr.Fio4ANY �v,oW N--_6S IG ,(I �Ir7 '�G '���� IN� wl'T(j CEK_Y EG,,LO CnNovIT Ton, zIr�r_oF poor - - 7. IN PENETRATING EXISTING VAULTS, THE MAXIMUM HOLE SIZE IS 1-112' ; HOWEVER, MULTIPLE HOLES ARE j /'W `•' r N_r=w CtJNtT?.UCT101J o.ftf� FSo>(M4 G/�6L6 TyPE /\�_I-, PEE IJIF-i ETA (SEE M_E__T_A.L_ _CONOVV TO ' - - - -- ' - PERMITED IF REQUIRED. t11--�1I CA�1 P Ei uR,F�+.CE MOUNTr=o cADi - scHEr�ul )=1,LE Nor-llo-loo,� / O "-�+ gUKIL1AV CON R,01- !( wi TN OXPptftf COi��(!IT Boa• ® DOOR CONTACT (REGULAR MAGNETIC) = iF r-�Ec�v�6,era i mx14rTI►Jct cn►.)KTR.uCTIoN 8. EXISTING ALARM AND CAMERA WIRING MUST BE REPLACED IF ANY OF f14E FOLLOWING CONDITIONS EXIST: A. THE EXISTING WIRING iS NOT SHIELDED "1r .�• B. THE EXISTING WIRING DOES NOT HAVE THERMALPLASTIC INSULATION / U)%METAL cc)mou T 7to CL3..6{.F-IETAL_CiJNLaL1LT_.Tv C. THE EXISTING WIRING DOES NOT HAVE SUFFICIENT CONDUCTORS TP,A► F� FOR,M �Fz,���E 3UNCTit7N r�r�x r=1g11,1 D. THE EXISTING WIRING SIZE DOES NOT MEET DIEBOLD SPECIFICATIONS PEPO'zITO� .. ... .. -••.:. .. ,• ,. •. .• ., � PILE•: IJO. I'7o•1�2j " (I}3ir_I�TiaL-`''-"`,rsJ E. THE EXISTING CAMERA AND HOLD-UP DEVICE WIRING ARE RUN IN THE SAME SHIELDED CABLE BUNDLEFi - (10 METAL L-o1JTzuT .TC HOLO•UP •(UNCTION :PSOX - _ JVN CTION Psox r In�IN AN EXCEPTION TO THIS RULE MAY BE MADE PROVIDING THE EXI TING WIRING IS IN PROPERLY- "MCTr.L co NI�UIZ"bTullse. � iP ANNUNGIATt iJ x'/4 METAL GROUPJDED MET ALI_IC CONDUIT, THERE IS NO UNSHIELDED CAMERA WIRIrJG IN THE SAME COrJDUIT � ouT of F,HjNtzo c�T� $ CONDUIT TO I-roLD•ur� WITH Al -ARM WIRING AND THE WIRING MEETS ALL Of THE OTHER STANDARDS LISTED ABOVE. SHOULD CONCP-,1=TH. WITH r-L-@X r .' _ REW6RING BE REQUIRED AT A LATER DATE TO PREVENT FALSE ALARMS WHICH ARE CAUSED BY eoNoulT 7� pA.PTLF, poP� :' en,61_ez TyQa +t 1 S Ftt�u[►��n_�aa r , t RADIO EOUENCY INTERFERENCE i REWIRING WILL BE THE RESPONSIBILITY power, (sets Nora) _� - c�,bLr scNcroyLL= t=ILH No, 110-roo, g uM '� " -" DEFECTIVEWIRING OR X_ (-- - .. FR SUCH 1 ONS �•--- cAEs�� T �+� c_I-s � -I --� D. _ ,� � • " OF THE PURCHASER. r�.®c�ulR,Eois-Ima_ _ t I X 4 x I /6 .)UNCTION ; O CAgL� 4-CI-tE40ULBlt :. �•.' •P .. '_ tcOx VNIvEP-e4AL_�5836�•� `' 4'• I ' w1`Y1-f FLAT cc>YBR_1 + O 9. ALARM AND CAMERA WIRING CANNOT BE RUN iN THE SAME CONDUIT WITH 120 VOLT AND ABOVE POWER-----„�,_ KiLH tJO.x70•IOC>) = - I.+.; „ i P,Isc�U ,aT� - srs<1L1N WIRING, LOW VOLTAGE WIRING OF 30 VOLTS AND ABOVE OR TELEPHONE LINES. I I' WH6 tJ TI�MPHR W TcF�I'i- '. •, �,.� I ' USRt� . SIDE i=ILE No. Il0 - 1'3! . „ -- - _ _ I ' 10. ALL WIRING SHALL_ BE TAGGED BY THE ELECTRICAL CONTRACTOR Al ALL JUNCTION POINTS AND SHALL cs- cI43) - -- - TEL/AlllAL p �' TEST FREE FROM BREAKS, GROUNDS, SHORTS AND/OR CROSSES BETWEEN CONDUCTORS, DO NOT LABEL CONDUITS.'; -- '- I {,AGit, P.O. VI ;'. - EXPOSED CAPbLE4 T -- ii. WIRING AS S14OWN ON FLOOR PLANS AND RISER DIAGRAMS IS A SUGGESTED METHOD ONLY ( EXCEPT WHERE - I ---s- - •• .. •. - 113G(�[CA,=t1�tC-*- � IN WALL �. poL�'_�n.R, P�,o MATE. rtx.oNT SPECIFIED I. ACTUAL ROUTING OF CONDUIT AND CONDUCTORS SHALL BE DETERMINED BY ELECTRICAL �• ' Acr ro aP �oN�cT� P�acv, - - CONTRACTOR ON JOB SITE TO SUIT LOCAL CONDITIONS, 000R, CONrAGI' t I' �� „ cAlr ,LE TyPEI c" "TyEra A,' AP,E P,Equ1r,ED CONTACT b la, j•MET^L Co"OUIT To P V7:LVL " 4�e. CAPaLt3 1.GHBtJVLE! alLa No. it- L 12. EOUIPMENT AND DEVICE LOCATIONS SHOWN ON FLOOR PLANS ARE APPROXIMATE. EXACT LOCATIONS SHALL I r COWTF,oL CokbINf3T .IUNCTIION boX, BE DETERMINED ON JOB SITE BY CUSTOMERS AND/OR ARCHITECT TO SUIT LOCAL CONDITIONS USING ''� cAl•�L�a'TyPE3 P t G DIEBOLD STANDARDS AND DETAILS FOR REFERENCE. �••�•' 5S'"(.143) R'�V1a-,ELt� TOT¢,AN•S• 4"t.roz) .(-"(.toz) MATE0.I��.L• �G'oLOfs�• •MATED-,IAL• •CtlLOP, .� +�.•TTt<__P_�t,�• 1•;. A v-,n-,CzR ( E�s'E, FII.Fa No. I f1 170 11 13. WHEN BUILDING HAS EMERGENCY AND/OR STANDBY POWER SYSTEM, ALL BUILDING POWER REOIIIRED FOR ►n%Tni•••••••••Nl�y,l3L PLAT@D i11�1( IM PACT•••GfR F3Y I, STAINLES4 D - .._I7o•IlZ) - NIc}H IMPACT•••• 0.E PLA•4TIG4Tt3[zt- ____ DIEBOLD EOUIPMENT SHALL BE CONNECTED TO THAT SYSTEM. �_- Y_' ..-i ---- .. 't-` Tom- e PL/aiTIG •• N N N 14. WHEN WIRING IS RUN IN HOLLOW SPACES SUCH AS OVER -HUNG .CEILINGS, SUCH HOLLOW SPACES ARE USED a m . n c a�.NGAF,r� L J FOR ENVIRONMENTAL AIR -HANDLING PURPOSES, THE WIRING MUST EITHER BE LISTED FOR SUCH PURPOSES #}cosz) cN1=tiT 1 i s r i IA r '^ "rl� 0R BE INSTALLED IN ELECTRICAL r,�ETAU_1C TUBING, FLEXIBLE METALLIC TUBING, INTERMEDIATE METAL � � :� •,,-f' '��(� CONDUIT, RIGID METAL CONDUIY, METAL SURFACE RACEWAY OR WIREWAY WITH METAL COVERS WHERE a r>u ACCESSIBLE, OR FLEXIBLE METAL CONDUIT. ( SEE SECTION 300-22 ( C ) NATIONAL ELECTRICAL CODE I. II /DOTE I . _ � " �°1y �•s EoF� �OWttR,�A►►f] T�ETAItti ��ts Udu IS, MINIMUM OF 2'-0' WIRE STUB -OUT AT ALL JUNCTION BOXES DESIGNATED FOR CONNECTION OF DEVICES, (Aff.) Gor �,_T�ou1�/Nc; L.ITNO POT,&FTr= ; $3-1-oTwwgc Iflel �il,,wt tf•ss Ls>�wtr� CABINETS, OR FOR SPLICING, UNLESS OTHERWISE SPECIFIED. 'Y NouL, nElao�-.l-roF,Y �,.pECIF(�'n ---- --- ' ----- - - s C7pOP, Ci7t,ITACT+: �:WITGEI P�R1S.C1�. PS PASSIVE INFRARED -WIDE ANGLE ❑ STAND-ALONE UNIT SLAVE UNIT D AFTER HOUR DEPOSITORY ❑ PS H PASSIVE INFRARED -LONG RANGE (REOUIRES AN AUXILIARY POWER) IJCTc l SURFACE MOUNTED -CABLES IN WALL FIRE DOOR (2,Qa L. ALAP�M C r�+,�T ATE REV. PRODUCT DR. BY N A ' V ) 9Ci❑�CJ CONTRACT NO NEXT ASS'Y CH. BY SCALE USED DRAWING NO. MATERIAL DO NOT SCALE DRAWING ' ^ ���,L.� ��'��-�••�<y, "I' I APPROVED BYG�-- 1 PINE -STREET,,. (40' WIDE — PRIVATE),-— CRIMSON .� ...HINO 1ox10 3 AZALEA , E . FENCED —IN RED. AZALEAS ` { puMPSTER 6 JUNIPER CHINES I DIRECTIONAL REEN;JUNI 1 CORNUS KOUSA sIGNAGE FOR SEA Gj JAPANESE DOGWOOD DRIVE—THRU ; ` �,' ', � 2 AZALEA RHODODENDRON CAROLINIANUM RED A I �'��`•'° CAR041NA . RHODODENDRONS • 2 RHI SHREDDED MULCH .-�` ���,,. '• • ov ov cv cv • BIKE RACK C� 1. %f .. 0 PROPOSED MUL11—TENAN sIGNAGE r EXISTING BUILDING q. • .. VN .F 37.3 w. Q �� 1 CORN [JS KOUSA PANE DOGWOO l r, „I R ODENDRON CARO ANU CAROLINA, RHODODENDR a :' t , , 1 GI v w G I Ktpe'av =- I.,&Nt' vp"'rty .(;- a '2'0 H,6I N t ; r-P.M oun_-t'� King/Warner. Associates Project&TIIIe: Sheer: Architecture/Planning/Interior Design 105 Beach Street Boston, MA 02111, (617) 482-6686 I�rt7'�'t'bNNi S ��I O Deslgn: Drawn: Check: Date: Scaje:, Prof. No: 1 . PINE ., �, .7 • t . STREET -I ' • , (40 WIDE PRIVATE):., 1 OX10 + r FENCED-14 ; 3 'AZALEA HINOCRIMSON DUMPSTER RED . AZALEAS ;` .°'6 JUNIPERUS CHINES 1 CORNUS KOUSA DIRECTIONAL SEA GREEN JUNI JAPANESE DOGWOOD sIGNAGE FOR F + XDRIVE + ,c ` 2 `AZALEA r'. RHODODENDRON CAROLINIANUM RED A CAROLINA RHODODENDRONS 't av Y SHREDDED MULCH .` 2 RHI ov cv ov 131KE RACK C, yyy ROP OS ED 0 MULTI—TENAN SIGNAGE , �- V. EXISTING * BUILDING 0 i � :► 'ti ov •Y i . F 37.3 it ° 1 CORNUS KOUSA JAPANESE DOGWOO R ODENDRON CARO ANU tt+ rt CAROLINA, RHODODENDR 1 Y f r Iect & lltle: Icing/W��i-ner: Associates Pr° Sheer: Architeclure/Planning/Interior Design ' b ��N N�5N 105 Beach Street Boston, MA 02111 �IpPLIGM '�' :� (617) 482-6686 (` S Ns�P � h-b • HIS INN IS . Design: Dry: Check: Date: Prol Scale:. ,_. . No;... 1, _ • `Z NSWX, awns4 e5 WKI, L4 43XV:25n N 01 C" 45" L4 see GEZ� 2. roject & Title: Shoot: King/Warner Associates P1 1. Arcliitecture/Plaiiiiiiig/Iiiterior Design rt6H L,, G �. 2 105Beach Street Boston, MA 02111 5�-i rFyvKA-, -� H r o (617) 482-6686 rip. - 144ANN is Design: Drawn: Check: Date: Scale:. N4 No: t, INTV P-An4 1, King/Warner AssociatTi c""'e: Sheer: -t-1bN M-a-'�'vlc7 - Arc(>litecture/Planning/lnterior De%Y�ii�105 BeaclrStreet Boston, MA 0S.�,I, NYt'NNIS(617) 482-6686 Ix Deslgn: Drawn: Check:: Scale:. Pro). No: