Loading...
HomeMy WebLinkAboutTown Hall - Renovations & Additions - 1985i BOARD OF SELECTMEN JOEL M. WOLFSON, CHAIRMAN DOUGLAS J. ANTOON RICHARD I. JOHNSON ROBERT W SABEN, JR. MATTHEW J. STEELE EXECUTIVE SECRETARY ROBERT LAWTON,JR CAPE COD SURVEY INC. SITE AND SANITARY ENGINEERS R1F'jNOVAT IONS AND ADDITION TA •Mo-1rT9rjj ul A. ANTHONY TAPPE AND ASSOCIATES ARCHITECTS ANDTLANNERS BOSTON 9MASSA LOT T E RO .AND MASON ELECTRICAL ENGINEERS C.A. CROWLEY ENGINEERING MECHANICAL ENGINEERS LIST OF DRAWINGS SITE DRAWINGS L1 EXISTING CONDITIONS L2 PROPOSED SITE PLAN L3 PLANTING AND STRIPPING PLAN L4 SITE DETAILS ARCHITECTURAL AO TITLE PAGE Al GROUND FLOOR PLAN A2 MAIN FLOOR PLAN A3 BUILDING SECTIONS A4 ELEVATIONS A5 ELEVATIONS A6 REFLECTED CEILING GROUND FLOOR A7 REFLECTED CEILING MAIN FLOOR A8 EAST ENTRANCE PORTICO A9 EAST ENTRANCE PLANS & ELEVATIONS A10 HORIZONTAL DETAILS — NEW ADDITION All HORIZONTAL DETAILS EXISTING & NEW ADDITION Al2 HORIZONTAL DETAILS A13 VERTICAL SECTIONS A14 VERTICAL SECTIONS A15 VERTICAL DETAILS A16 MISC. DETAILS A17 INTERIOR ELEVATIONS A18 INTERIOR ELEVATIONS A19 SCHEDULES A20 DOOR SCHEDULE & WINDOW SCHEDULE STRUCTURAL S1 FOUNDATION PLAN S2 MAIN FLOOR FRAMING PLAN S3 ROOF FRAMING PLAN S4 GENERAL NOTES & SECTIONS S5 ROOF TRUSSES & SECTIONS MECHANICAL Ml HVAC GROUND FLOOR PLAN M2 HVAC MAIN FLOOR PLAN M3 HVAC DETAILS & SCHEDULES PLUMBING P1 PLUMBING GROUND FLOOR P2 PLUMBING FIRST FLOOR ELECTRICAL E1 ELECTRICAL SITE PLAN AND DETAILS E2ELECTRICAL SYMBOL LIST & SCHEDULE E3 ELECTRICAL GROUND FLOOR PLAN LIGHTING E4 ELECTRICAL GROUND FLOOR PLAN POWER & SYSTEMS E5 ELECTRICAL FIRST FLOOR PLAN LIGHTING E6 ELECTRICAL FIRST FLOOR PLAN POWER & SYSTEMS E7 ELECTRICAL ATTIC PLAN LIGHTING & SYSTEMS E8 ELECTRICAL RISER DIAGRAM & SCHEDULES E9 FIRE SYSTEMS ANDERSON ENGINEERING STRUCTURAL ENGINEERS 0 b .LEGEND 1 UP UTILITY POLE VTR TEST PIT W- LP LIGHT POLE ' GG GAS GATE WG WATER GATE SP SIGN POST B TEST BORING D CB CATCH BASIN ISB/DH STONE BOUND/ DRILL HOLE ICB CONCRETE BOUND I MHB MASS. HIGHWAY BOUND 911 TREES W/ CALIPER —E ELECTRIC — T TELEPHONE —G GAS —OHW— OVERHEAD WIRE �- HYD HYDRANT — W WATER SERVICE --18---- EXISTING CONTOUR 2 X 61 EXISTING SPOT ELEVATION 0 WINDOW WELL IIT JIGA RAGE RR TE RET w_POST & RAIL FENCE TOWN HALL (40' WIDE -PUBLIC) AVENUE 010do G G w N 620 10' 25 " EI I—�- P 355.25'` _ - - " G _ - � W �an Ig 010 12" B" _ \ 12 L.P. — 18 ' w \ X811 o — — 17 _ 7 " { iQ.. g I0° P � - %„„ 11 — — is - �8„- _.. _ _ _ _.. — s-<;) 0 17 / 6 1 _\ ©, \ / W 9., \ p10 0 + RIM EL.=16.10 �14 ©B„ I0 P 01, v B-2 B-3 9 3 / „ CB NC, �� O 5 L.P. / Q E gO-b 1211 P g PG \$ G� E ON ^ LL EXISTING BITUMINOUS PARKING LOT HYD Q C\` TPft1 121'P It rea12,\ i / 08„ C3811 / , 1 W _ i o 09„ / It ! i it T B \'kTP#2 T `P � / ,` l 611,9EO , H It 3 Bf, co \E' �81, ) 1 + 101.P 1N V Ql0' X 24' 11 SEPTIC Io "1011 / I J LO 9 SHED LEACH d38 SEPTIC 7{ 1 a PIT �e 11 1 LEACH ;l�� 1..--��. � r _ WOODED AREA �, Q/ Ib' i O I 'r I6 1 1 o / v T'B _ / T B j8 SEPTIC LEACH 1 \ o c� PIT t 12 P ti \ �P / 3 N r 12 B i L to O 1 I, \ 8-5 6.. B-6 6n 1 • z W W _ F?12” t _ _W - _ W v — �4 i -' `""STAIRWAY STAIRWAY - SHRUB BOTTOM EL= 11.33 \ \ BOTTOM EL = 13.50 „ ,1 is uP w w w w oN w w W /s ( 2 15 P w OIL _ k;5", ELEC. METER 3 O \7 FILLER -CAP • OIL LINE N / / i W = a� / 3„-6,1'Sdvs R1ACK ®� I W FIRST FLOOR ELEV = 23.32 Q1011 . - " BASEMENT FLOOR ELEV = 12 73 N U.P. #156/ 14 REVISIONS: NO. DATE /I\ ADDITIONAL INFORMATION 8-22-85 \. �— WATER LINE ADDED 10-31-85 REFERENCES: PLAN BOOK III, PAGE 15 BARNSTABLE COUNTY REGISTRY OF DEEDS. PROPERTY LINES SHOWN WERE COMPILED FROM AVAILABLE PLANS AND DOES NOT REPRESENT AN ACTUAL SURVEY ON' THE GROUND. DATUM: N. G. V. D. BENCH MARK USED: T-18 EL. 27.42 N. G. V. D. 1 1 poCD` t6 -- �� w tn� CAPE COD SURVEY i f EXISTING TOWN HALL \ \ ) W L.P. CONSULTANTS W i #14A `12 a RIM EL.= 15.34 0 w 3261 MAIN ST.;ROUTE 6A •so W w w w w w w o BARNSTABLE VILLAGE, MA 02630 QB° Off. j al-"_1LIAJ W w 22 x 61 2 N ` \ ` 1 `CB =5;�— = 12 RCP _ (617) 362-8133 \ mac- `S`RUB j SHRUBS O_ \ \ — INV. 10.09 _ — — C.B.IVISION OF \�. j'�°; € € ! FLOWER `BOSTON SURVEY CONSULTANTS INC. �\a / �p 10 ti",.�'HOI,,LY� 21.33 f 4 GARDEN ENGINEERING • SURVEYING • PLANNING U.P / FLOWER � 2 1 _ EXISTING z lGARDEN 1 BITUMINOUS / SCALE: I"= 20' \ /,n 11 GUTTER \ 10 CAPE COD BERM--* \ Cl PE COD BERM 3 0 00 EXISTING', BITUMINOUS DRIVEWAY M CAPE COD 'BERM CAPE COD V/RM -7 / / Z. - I1 1 - SB/DH _— _ _ I PE 6" GRANITE CURB STATE HIGHWAY RIM EL.= 18.28 17" M CBQ L=149.89' R=2650.30' T TEL S — MH 611 GRANITE CURB W EL. = 20. 24 U.P W" N. G. V. D. EXISTING BITUMINOUS CB II 121 RCP RIM EL= 19.36 INV =12 81 (80' WIDE- PUBLIC) 1-12" RCP II INV.= 13.32 I O 22"M 1 2„ P 1 1111 0 �' C.B. 1 F N D. 1113 0 I W ,r I /2 M.H. 0� ,y�4j JQ S yy -0 b1 or GG to 4 4 METERS 5 10 20 4O� J0v FEET 0 `10 20 .>..,-40 Qd <) DWG. NO. 959-1 JOB NO. 03-1589-02 0 _aO v SHEET- I OF 4 V PO JP 0 Contractor to verify all dimensions in field before beginning construction or ordering materials. Do Not Scale Drawings. I ROUTE 28 UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUC- TION CALL • DIG SAFE 1-800-522-4844. Revisions: YARMOUTH TOWN HALL Yarmouth, Massachusetts EXISTING CONDITIONS n„«•: JULY 2,1985 Job NO FLAG POLE W/ ELEC. SET IN 3'X 3' CONC, PAD WAR • MEMORIAL BUSH *WATER TAP W *WATER TAP 20"M 22"M 022°M , Qi �— S 60° 58' 1511 W MHB E/P BENCH MARK. W EL. = 20. 24 U.P W" N. G. V. D. EXISTING BITUMINOUS CB II 121 RCP RIM EL= 19.36 INV =12 81 (80' WIDE- PUBLIC) 1-12" RCP II INV.= 13.32 I O 22"M 1 2„ P 1 1111 0 �' C.B. 1 F N D. 1113 0 I W ,r I /2 M.H. 0� ,y�4j JQ S yy -0 b1 or GG to 4 4 METERS 5 10 20 4O� J0v FEET 0 `10 20 .>..,-40 Qd <) DWG. NO. 959-1 JOB NO. 03-1589-02 0 _aO v SHEET- I OF 4 V PO JP 0 Contractor to verify all dimensions in field before beginning construction or ordering materials. Do Not Scale Drawings. I ROUTE 28 UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUC- TION CALL • DIG SAFE 1-800-522-4844. Revisions: YARMOUTH TOWN HALL Yarmouth, Massachusetts EXISTING CONDITIONS n„«•: JULY 2,1985 Job NO G GAR , ^ TIS iE 30 _ oT- RAI E� " t�LIC) A E N U Ems. RR _ fit-- TOWN (40 WIDE -IU G v— - — G N 620 10' 25 11 E 355.25 _ �2u 1" P ` �S„ P FX F SED it DC f�PSTEtZ r I I 1 E �- L.P. ro`aEzeno D - t P UJ '\ LoCA}-IDN ,. 1� _ .. ^._ LL EDGE.-�.OP EJV ST,Id IT 7 `( P� 1 ._ Of" _ _ C 3- ZONE GB SETBACKS: FRONT 30 FT. SIDE 25 FT. REAR 20 FT 2' o A- 1S 1 G3` L \ LI UE —'iw 11 \Lew (n \U I + RUFFS 9"\ ¢ r ` a _._. -u.._. - h ------. _ / �_� i , 2�' 07 I. .. 'f-�-S�-TS:E. ., '� G ' 2 I I R' S' ` I I ` } X10 t d^ t 6 a i ��- •� \� Ritl EL.=16.10 cs. ` I PR.oPvs EO e, �. li ^ - Ex�sTl n�4 csi-(_" JI G t. GLEAIa ED 7 �E�� 51D A:LeG_ G� P*;,.. Q 17 II t5 . off' /���ILo 5. 1 a j 1 I �S rnv"Pu3s �ti 3 ` eL Y 4 'PIT P/1RTIA1. LIM I ol} ld �U 0 lD �... ``^ 1 «rr , _ «EAro l u/b' `- oc,E a�rcw ro I Ir Gi I'iE WORK- UNMR 12� P 1-' GONESG Y o r srou —=- I I PAST; P.5ID hti 12 HYD It' S ?9 0 {ut:g i ; I SES No iE 1 IiYD. w� t i} !}AiN US PARKING LO ' �� 4y -- — - SYSrE+4 Tu'DP-h,U •To `.p�0 y I cc E[f �. \ � e 1 I S e i- - f TO '`..`..1 1 'Z t.-KG\l E. D , ;'35 • � LEGEND' i< p2aPC 8R1JH MHQ 7T N✓✓ J --' J ' VJ 0 UP UTILITY' POLE co,x zEG-e �t�r-+�I �T 1 �e ,dl n 22 I �I°'a`� �/ i 1 ® ilYr. T.P. TEST PIT I ; / ! oG woR �' �;' } 12 P t i " pAl2TIAL LIMIT �' 1 d r'tiI SEE ,ix-1TE L) Mw a w1v�� LP LIGHT POLE - A s I�� � p� 51TE VV�W� t' �' r J n o t 1 1 411T-, --r- \ ° UND1= z o CTYPj w�sTwrs o P2oa�stD r T t • GG GAS GATE ] I ; ,, \ W SEE NDTL Cv 8�8"' % I; - {0 d✓ cotic,ZE 131Tup 11�JouS �/1 f i 1` s i Ir+ 4'9�r tJ4 Lcii - • WG WATER GATE _) r tial �I 13 �, l I I ! 1 1=' • SP SIGN POST i w I MH i r \ nl �Roh S \ b ti✓ Is ST�aE „ 1, . 1 P _ T BJ A TP 2 v �I �3 f wa 1 TEST BORING = �' � �, •-' � J L;� I (,__� � I es �% � " � �z I'-, 7 � � ..,. E sA bVGpNFILL WITN I 1I DI va CB CATCH BASIN ALL rov41���,..��� 4 Pf`cT, �'31�TI�tJ �r - F _ �b —� \ � � �I c) J stn/ 14 P ® SB/DH STONE BOUND/ 3 Go�fl o,s is Grty� i�roS zs,- - 1 I '.Y, 2ED4 SEPT1;S �N M1 i 1 , [0" aJ10o,� I w I _� �o vlo I 4LduuD ayes acceY it �� 1 SH 1 LEACH �3' SEP { °/ DRILL HOLE n7 J L I .. 2i KEFLACECI �JiT7i c.ltAAJ. V -{ ii \� � l4- , PurP D2Y, frCt +vr fla O Ly" CB CONCRETE BOUNDy ' eoAas Is+� TD i 1 u b� ' PIT \ tom-._ i ��-.' sar,aiw,Pa�r ■ MHB MASS. HIGHWAY BOUND I ,' I 1 r ---' i t x� , �n e Ld SINES 6c °cwt H\ .. ° v a ' - 1 �I � SEPTI a__ n 11! ,2'' 1 p¢.n9oSEo cS RGM,'/ED Fwr'kTit "rc i F �� o I .PR�pp SED BST mac.. °' D '- �g TREES W/ CALIPER D v C�10CEUYC .8 of " 1 B PI�ITlo7 . P� �` evv 'r B 1 p PA'�Ic Nc. t-cr, � l � tV 1$ _ __� IbT I, 1 4 pFo oc o 8° IQS t ut �fiGN9 W. op Nt N Q l J E ELECTRIC N.°� I I �. �� NI�HCHHIN�,ur-fe coW , `5rwr+otibN �' rr,no ca to 1- 10 1 ? \ ve amec vuoE z ea�.,p 1 B-6 T TELEPHONE 13' J21 I, FtlE,-o,LIAPy \N --_ ' G GAS W G 1 •+�-T� aE ReKo�Ea wRleccc N, 1 1 0 I 12 �0 —OHW— OVERHEAD WIRE n li \A� rz.00 zo 1 S'ie Eftb°SAY ask „, "_ _ __ ` ly! , R L® I ST,�9RWAY c \R I v' 1 F E_=Hr33 j,-«� o FOTt0M9 EL -13..47 rrEhN�r- �' ! P G HYD HYDRANT I' t r+ln I <avc f--- - _ 2 P 1 D �y' . -�W'� W WATER SERVICE s II,' S!o" ELEC. METE` ��DotiS, ,,UDo J4le�L RE�xAT�� t � >h WATE{Z L i rJES I S Y ---18 -- -- EXISTING CONTOUR I f ✓', ,.1L P P 5 OIL LII4IE S�Ai�WtL�raaE r�I,• a ' ` L ?t T \ o %UFFEr--_ ./ II I/ /L�HOvE BYeSTe.vc, BIKE 22 X 61 EXISTING SPOT ELEVATION W WINDOW WELL I�' oe� T��t hr 12'� II X� I ^rt5 �� FIRST FLOOR E L E V = 23.32 _ ✓ < s. I a �£Z m I 1 EMENT FLOOR ELEV. = 12.73 m� yob AS 1 O $ BA �.) �V r l' PIT w/�I: 1 (0 ` J� >3 � 1�1 � � STING TOWN HALL �,sTyI4-., �� �' 4 � 1 I < . EXISTING ��DW ��DEtJSAT� �i2YvJE11- ] , / r y. Al}L ��' I ° !� l4 4` 4 LF -KH f --'f- l (V „ i `' Marµ ,.x i �TI1. (, (6EE N\/AG wJCS) I : CIA ; / 1 J Wig>Do �I A�»v l `\% A/L.t.G01 Yb W t To 3F REnovEv�DDV> wELL \ \ R I Pb E L.= 15. A ��•-y IF r!CF_.�SAKy 11 1 J +j^Q �A! dal 11 18 �2vpoS�D c��To�2 0� " 1p to ®! pti � 9 4' # 1- \ ,.�° '/i.d 22 }( SI I:. `�' - S W/aV' ` -- — - — - Yi �•t.,= "1 O . CUT MATCH I t. �, SAW T� CB 1 IU � IbSGD SPS EL EJ, r .NitQI MOT yy I J �, .. SHRU@ p* SHRUBS f e3 ` t 1: V: - J ` �'/ `"II j :J`+.a5 a .. a", �ti' ' p /� „ FLOWER , {i}; �.?� t p <! S u I N u Or ID HOLLY21=3 a A c� ®HN h1P�1 IH0L-E $ Lo�/C-P_ v r r ! 4s GARDEN \\ 2 i � .moi �U.P � \ I FLOv ER ..- . ¢4 N W vvhf1 i N \ t-1 Qcon>c�ErL 5,D Wye-�-, K. 5. _ �� -- CAPE coo , BERM -� cA�E c�� T�ER$r \6 ' 0 I .r— ��Ptz114L �IMITG SITE —a- -$ 'DIREL.T100 OF ST0;?)l EXISTING BITUN1IIN0US DRIVEWAY wG�� uNIDEf� SASE g1� c,�,�rEQ -20, �oFF• 3 u j --- 2 s J V) -r Ex 1 sr I_s . -pA� E rt E.,aT CADE rf a D W I fe-CAPE COD ERM-� _1.� -� cc�F€ilJ �._.— NOTEss: I �Y Iq z4 /9 z' FLAG POLE 12 P sw 1) Contractor shall stake out parkinge side- / W! ELEC, SET walks and building for architects viewing IN 31 u` COfisC. prior to clearing of the site. r PAD 2)` -After site .clearing, site contractor shall 19 1I WAR, not enter building limit of work unless Fr)ER�oT2iAL I directed by the project architect.. r'3 U 5 N 2 2 M 11 0 I � �1"dATEF? TA �I *1�d I w / • WAT E P TAF 3) 'All proposed site construction work and I a septic system construction must be cert- d2 / _ 1 i.fied to the Town of Yarmouth by the 0 -0 owners engineer to be in compliance with the design shown hereon. RIM EL:=18_28. j / ci I -^ ?m r 2" Pdl v C 17 n lt! 20 M dv 4) Contactor shall coordinate the removal i I C B _ I sSq - S 6 O 5 S ` 1 f1 of existing underground fuel oil tank and construction. cf new septic systs3m —SS/DH B / D H ° P without disrupting service. All as approved by the project architect. permit from m 5) Contractor shall obtain 21. DDOE for ejector pump proposed for new basement toilet facilities. -,_6"GRANITE CURB b),eontractor shall perform selective work outside building limit line, - including construction of septic system and trenching for parking S AI lot utilities and building utilities. Contractor will also remove existing underground fuel oil tank. R=2 rb, ' 30, �— 6° GRANITE CUBS HIGHWAY NMI HB I- /P B�_NCH MART �EL. = 20-24 - P Iwp— N< :G. V. D. BITUMINOUS_( ^ DEV'ALK X:2"P,CP R'M EL=1G.36 1 - 1,12" RCP, (80WirE-- PUBLIC) OU r REVISIONS: NO. DATE e , REFERENCES: PLAN BOOK III, PAGE 15 BARNSTABLE COUNTY REGISTRY OF DEEDS. PROPERTY LINES SHOWN WERE COMPILED FROM AVAILABLE PLANS AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. - DATUM: N. G. V. D. BENCH MARK USED: T-18 EL. 27.42 N.G.V. D. I 1 , I N AII 1 I �MAKVr i R.ENOJE & Ex,Srr N4 "AAve,.tE � CUT'S Pwc, Iixll3rl WC, 11,P 156/ 14 --- w�!"'� CAPE COD SURVEY L P. CONSULTANTS -IA f - 3261 MAIN ST./ROUTE 6A BARNSTABLE VILLAGE, MA 02630 12_ftcP (617) 362-8133 DIVISION OF BOSTON SURVEY CONSULTANTS INC. a ENGINEERING • SURVEYING • PLANNING EXISTING BITUMINOUS SCALE: I"=20' GUTTER % - �~ METERS 5 10 - 20 FEET 0 10 20 . 40 5 ;e DWG. NO. 959-2 JOB NO. 3-1589-02 / SHEET: 2 OF 4 INC' \ J /a�171fAPP1�G, SLEEVE �� GUT f PILL)" EC15TI N - WaT'EQ u ti Revls,om:7,77,77 . ' Contractor to verify all dimensions in field before beginning construction or ordering materials. Do Not Scale Drawings. UNDERGRO!,; IO UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES AND PUn'.r, AGENCIES AND ARE APPROXIMATE ONLY. BEFORE DESIGN) AND d STRUC- TION CALL A DIG ;SAFE• 1- 800 - 322 -4494<1 . It YARMOUTH TOWN HALL Yarmouth, Massachusetts PROPOSED SITE PLAN Dare: OCT. 21, 1985 job No: J 4 tL Scale: Dwn: - S / Contractor.to verify all dimensions in field before beginning construction or ordering materials. Do Not 'Scale Drawings. Mv a w .' ..a..�J$ -�w�'i Y.$wwi�_'r35• i 9"�f,r t% YARMOUTH TOWN 'HALL Yarmouth, Massachusetts MAIN FLOOR PLAN p\TTIG f'1"r�N Data: j ✓�'��' Job No: 0416J' Scale: �i/8�= I�-0Dw :Az ES _N SOIL TEST PIT DATA. INDICATES INDICATES SEPTIC TANK DETAIL: 3000 GALLON DISTRIBUTION BOK DETAIL: LEACHING FACILITY DETAIL: REVISIONS: PERC. �_ OBSERVED TEST GROUNDWATER NOT TO SCALE NOT TO SCALE NO. DATE NOT TO SCALE _& Its -3U -Q.S 2-6✓/56- PA 21e .U4 ePo55- GRD. EL. GRD. EL. GRD. EL. TP GRD. EL NOTES: L REINFORCED CONCRETE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, NO. OF OUTLETS: NOTE LEACHING CHAMBER TO Si eTsce ,ADD CscS cRLL. rt TP TP ., -C OR CAST_ �j�' WITHSTAND H-20 LOADING �- GW EL I PV NOTES WHEN LOCATED UNDER /T ( Z0'gJr AT �J t�ETP11L5 C�,Fm1 hS/!>` [�W FI GW_ EL. 7•U� GW. EL: 2 SEPTIC TANK TO WITHSTAND H-10 LOADING TiOHBEC CENTERED UNDER NMANHOLEOCOVER. TES E__,_�__-� DIST. BOX TO WITHSTAND H-10 LOADING �I"'1-------"---- SCo '-- -%r� DRIVES OR TRAVELED J TRAVELED'WAYS,WHEREIN'H,20�LOADING I , 1 UNLESS UNUEH HAVEMEN I, UKIVEJ UK I Ll•�, ! vvs+.I 0. _ -1 �'' PRECAST I- TRAVELED WAYS WHEREIN H-20 LOADING IHAHHOLE COVER SHALL APPLY. 2 I DIST. I SHALL APPLY. _ ,._ _ _ _ •�_,_,. BRCU4n r To PINI SHCEAy� 3 ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER J-7 I I r. d �' -.,� =`1 CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE - "j BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08FT./FT- OR IN :4' F��.. ��hyi�•.Y,i� i��jJJ_� y�r�>r •��;,> _ - i"NIA �� IL• c IAYeR cF I I PUMPED SYSTEM. 4- 12" MIN ��--- 3. FIRST TWO FEET OF PIPE OUT OF DIST` COVER BOX TO BE LAID LEVEL. 1 4,cgPzrrns t � `� -'Y GENERAL NOTES: 710.1 DATE: DATE: --r-- NORMAL WATER LEVEL _� T'o 1-' v o I L_ i C� 29 -mss _ -- BRISTLE BROOM FINISH E `:�l1JD j 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t TEST BY: STEP4F_0 HAAS TEST BY: TEST BY: Si E?I+r�•t > 14AA5 TEST BY: EEG 1-�G71U 1-1 - WITNESSED BY: WITNESSED BY: WITNESSED BY: 'Y.�.':I�• INLET TEE FI��E FINISH GRADE SSA fJ -+-ASS SA�t� L1� L7I U .•-0"MIN. uJ/So�1� I=1rJL Flo 5 LIQUID DEPTH TEE PERC. RATE: _ INDICATED OR CAE TED MIN./INCH FI MIN./INCH _ MIN,/INCH t04 I T- I- tl PAcx-ILV. c� al•-� qr M w' � I,. Flulstt c.ov�E- aAl1P(as I:�T-TUr-� 1Z" xh'' TRAVELED'WAYS,WHEREIN'H,20�LOADING I , 1 UNLESS UNUEH HAVEMEN I, UKIVEJ UK I Ll•�, ! vvs+.I 0. _ -1 �'' PRECAST I- TRAVELED WAYS WHEREIN H-20 LOADING IHAHHOLE COVER SHALL APPLY. 2 I DIST. I SHALL APPLY. _ ,._ _ _ _ •�_,_,. BRCU4n r To PINI SHCEAy� 3 ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER J-7 I I r. d �' -.,� =`1 CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE - "j BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08FT./FT- OR IN :4' F��.. ��hyi�•.Y,i� i��jJJ_� y�r�>r •��;,> _ - i"NIA �� IL• c IAYeR cF I I PUMPED SYSTEM. 4- 12" MIN ��--- 3. FIRST TWO FEET OF PIPE OUT OF DIST` COVER BOX TO BE LAID LEVEL. 1 4,cgPzrrns t � `� -'Y GENERAL NOTES: 710.1 DATE: DATE: --r-- NORMAL WATER LEVEL _� T'o 1-' v o I L_ i C� 29 -mss _ -- BRISTLE BROOM FINISH E I 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t TEST BY: STEP4F_0 HAAS TEST BY: TEST BY: Si E?I+r�•t > 14AA5 TEST BY: „ 6"x6”-�10 WIRE MESH 4 CONCRETE SLAB HAi�1DILAt��ED-P/��K-I►J�rt WITNESSED BY: WITNESSED BY: WITNESSED BY: 'Y.�.':I�• INLET TEE -bLT-AIL FINISH GRADE SSA fJ -+-ASS __ L1� L7I U .•-0"MIN. OUTLET I=1rJL PERC. RATE: LIQUID DEPTH TEE PERC. RATE: _ INDICATED OR CAE TED MIN./INCH MIN -/INCH MIN./INCH _ MIN,/INCH It Fs.' De of tl PAcx-ILV. qr M w' � I,. Flulstt c.ov�E- I 1Z" xh'' GRAtiITE Gc�l�g ' 1" clulsN FIDE I" SASE• coVRSE SPwQ w+IS IT f_ - I T`Ope- L- I -brL caUc. %q� I'i TYPE T-1 INT.4_004f �_ I32 0135c12-VeD ,... J C, UJ. ra4 •. .Y - •�—.IZ'I_ ' TRAVELED'WAYS,WHEREIN'H,20�LOADING I , 1 UNLESS UNUEH HAVEMEN I, UKIVEJ UK I Ll•�, ! vvs+.I 0. _ -1 �'' PRECAST I- TRAVELED WAYS WHEREIN H-20 LOADING IHAHHOLE COVER SHALL APPLY. 2 I DIST. I SHALL APPLY. _ ,._ _ _ _ •�_,_,. BRCU4n r To PINI SHCEAy� 3 ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER J-7 I I r. d �' -.,� =`1 CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE - "j BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08FT./FT- OR IN :4' F��.. ��hyi�•.Y,i� i��jJJ_� y�r�>r •��;,> _ - i"NIA �� IL• c IAYeR cF I I PUMPED SYSTEM. 4- 12" MIN ��--- 3. FIRST TWO FEET OF PIPE OUT OF DIST` COVER BOX TO BE LAID LEVEL. 1 4,cgPzrrns t � `� -'Y GENERAL NOTES: 710.1 -- PCAN VIEW ! � ' - 3 • y •• .:. ,i ., v'` - MANHOLE COVE2 I LEx„ 4ALLf� I2 1. THIS PLAN IS FOR DESIGN AND REMOVEABLE, EFGR- ,XE TO FINISH GRDE-- 4 SL nED 3cl COVER '' '�}' r-7_7 TF1 = 7 ST�o�. CONSTRUCTION OF THE SEWAGE IL M 1{ ovEw i PROVIDE_. DISPOSAL FACILITY ONLY. _. _ �c-- WATERTIGHT . , `� (saTT<=.SOU Eve -y s�A�an-,[ �oINTSI+rP) 1 I' r - 2. ALL CONSTRUCTION METHODS AND SEE I ;;I .. 4' �? e -A — 4' -4 +� MATERIALS 4" INLET � � NOTE 2 -4 1 I I I C a�'' �, a"our LET 2�" i' R SHALL CONFORM TO MASS. D.E.Q.E. TITLE 5 AND LOCAL I BOARD OF HEALTH REGULATIONS. L------ J 1 L-- �` BOTTOM ON '~� - / BOTTOM ON LEVEL STABLE BASE J G O�'o �" - LEVEL STABLE 3. ALL PIPES LOCATED UNDER PAVEMENT _iv G i?„/-oH BASE PLAN VIEW 7W_/ 7/ ECTION VIEW CROSS-SECTION -Pt-A-0 Vi E� CF'-aSS S�cT1arJ OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. DA TE: DATE: DATE: --r-- NORMAL WATER LEVEL 61_2�(-g5 i C� 29 -mss _ -- BRISTLE BROOM FINISH E I 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t TEST BY: STEP4F_0 HAAS TEST BY: TEST BY: Si E?I+r�•t > 14AA5 TEST BY: „ 6"x6”-�10 WIRE MESH 4 CONCRETE SLAB HAi�1DILAt��ED-P/��K-I►J�rt WITNESSED BY: WITNESSED BY: WITNESSED BY: 'Y.�.':I�• INLET TEE -bLT-AIL FINISH GRADE SSA fJ -+-ASS __ �,c-i'a `- .•-0"MIN. OUTLET PERC. RATE: LIQUID DEPTH TEE PERC. RATE: _ INDICATED OR CAE TED MIN./INCH MIN -/INCH MIN./INCH _ MIN,/INCH It Fs.' De of tl PAcx-ILV. -- PCAN VIEW ! � ' - 3 • y •• .:. ,i ., v'` - MANHOLE COVE2 I LEx„ 4ALLf� I2 1. THIS PLAN IS FOR DESIGN AND REMOVEABLE, EFGR- ,XE TO FINISH GRDE-- 4 SL nED 3cl COVER '' '�}' r-7_7 TF1 = 7 ST�o�. CONSTRUCTION OF THE SEWAGE IL M 1{ ovEw i PROVIDE_. DISPOSAL FACILITY ONLY. _. _ �c-- WATERTIGHT . , `� (saTT<=.SOU Eve -y s�A�an-,[ �oINTSI+rP) 1 I' r - 2. ALL CONSTRUCTION METHODS AND SEE I ;;I .. 4' �? e -A — 4' -4 +� MATERIALS 4" INLET � � NOTE 2 -4 1 I I I C a�'' �, a"our LET 2�" i' R SHALL CONFORM TO MASS. D.E.Q.E. TITLE 5 AND LOCAL I BOARD OF HEALTH REGULATIONS. L------ J 1 L-- �` BOTTOM ON '~� - / BOTTOM ON LEVEL STABLE BASE J G O�'o �" - LEVEL STABLE 3. ALL PIPES LOCATED UNDER PAVEMENT _iv G i?„/-oH BASE PLAN VIEW 7W_/ 7/ ECTION VIEW CROSS-SECTION -Pt-A-0 Vi E� CF'-aSS S�cT1arJ OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. DA TE: DATE: DATE: DATE: 4'-2 61_2�(-g5 i C� 29 -mss _ -- BRISTLE BROOM FINISH E I 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t TEST BY: STEP4F_0 HAAS TEST BY: TEST BY: Si E?I+r�•t > 14AA5 TEST BY: „ 6"x6”-�10 WIRE MESH 4 CONCRETE SLAB HAi�1DILAt��ED-P/��K-I►J�rt WITNESSED BY: WITNESSED BY: WITNESSED BY: 'Y.�.':I�• WITNESSED BY: I° (MIN-) -bLT-AIL FINISH GRADE SSA fJ -+-ASS __ �,c-i'a `- -_ "oScAL F- PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: _ INDICATED OR CAE TED MIN./INCH MIN -/INCH MIN./INCH _ MIN,/INCH It Fs.' De of tl o '8 "GRAVEL BASE o, t; =.illi lfl;-t�T pt,-aaKn+w��lu��n - l_ltll - 1 COMPACTED SUBGRADE 1 '�—SUaGR -� 5V31,12AcDE- w SHEETEO cplxuETE j/j -Z,nSF_ 4'-2 KLAN -'DOUBLE STALL i )2llG{U 7rclnn� •- - j I" I 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t 101.0" S1W Dpf2D :STI, U -S CEMENT CONCRETE WALK- TYP+ ILAL• SIDEWAL._- SLOt�ED C,�P�1J1T� �-v�� HAi�1DILAt��ED-P/��K-I►J�rt NOT TO SCALE h1�1 V C-_ vJ A,Y D TAI L_ -bLT-AIL ,,j I_lU Sc/j L ♦_ - • IJO gC ALE SHEETING IF USED SHALL BE I_S F} T- kWAVE BELOW THE "oScAL F- 2 LME F NARROW TRENCH LMT. EXCERT WHERE OTHERWISE. - _ INDICATED OR CAE TED - PAcx-ILV. � I,. Flulstt c.ov�E- I 1Z" xh'' GRAtiITE Gc�l�g ' 1" clulsN �ouR-s E. I" SASE• coVRSE SPwQ EUbS To - # e_c51TnM I T`Ope- L- I -brL caUc. %q� I'i TYPE T-1 INT.4_004f I ,... J SAW GLIT PAT" .Y - •�—.IZ'I_ ' � COI-1pAc-"TED G2A�/!=l-. "6A5�' �OUR.SE -�7 (,�. (o'C.al-tl'ALTED c,RAvtt_ ' •. I - -c .. - - � • • c. _ T- �. �-,�„�— 'I %t a ii '�—SUaGR -� 5V31,12AcDE- w SHEETEO cplxuETE j/j -Z,nSF_ 4'-2 KLAN -'DOUBLE STALL i )2llG{U 7rclnn� •- - j I" I 1l� I I I h lo'•o' 7TpJ.Idp¢D 'J(dU-S o o' T 41-o B' -e T�"+O 7{t US >".�T f11Y51;ZLLY }NNDIQ�t 101.0" S1W Dpf2D :STI, U -S '�—SUaGR -� 5V31,12AcDE- w SHEETEO cplxuETE j/j -Z,nSF_ 4'-2 KLAN -'DOUBLE STALL Pc�E T, ST- F_ 10", 8 12° - ,22 - , ITUKI"CUS Gp7.,Gw TYP+ ILAL• SIDEWAL._- SLOt�ED C,�P�1J1T� �-v�� HAi�1DILAt��ED-P/��K-I►J�rt h1�1 V C-_ vJ A,Y D TAI L_ -bLT-AIL I_lU Sc/j L ♦_ - • IJO gC ALE SHEETING IF USED SHALL BE I_S F} T- kWAVE BELOW THE "oScAL F- '., LME F NARROW TRENCH LMT. EXCERT WHERE OTHERWISE. - _ INDICATED OR CAE TED - I _ TRENCH WIDTH W �W12 i W/2 I - LINE OF TRENCH WIDTH W - DLALV TER OF PIPE I W .< D' UkSHEETED w SHEETEO IeS SMALLER S'-0• 4'-2 -o" 00'-o' IX , NARq`W TRENCH LIMIT `.1 ` HEh/Y tT.Sf',' r'.�l �u,C>[_E _ I NO LEDGE OR 8'1 NCAJY bV IY 1 U! 1 r -c> z_ jC� �11a �u I ;l SHALLUNEXCyTEc M_ ERf<_ 10 15-lE AHD G'E'ATE_ SH<LL PROJECT QI N 1 U GIF- AGC ( 1 - BEYOND THIS LINE LINT - - I ,d •� -p III , Fctr.1lE-TopE _ter �OU.e� _ - - .--4 1UL•VoL-Y. FOR N�MAL I .ha O _ WHIT y" FEASTOL�iG EX'As'TICN I ,j, It .i PAT M54T L7MIT FC= IU "-O" 4" THICK SOLID E tickrAR ,, _ � > ILTFu I ySj /I oc. Ec a N PAINTED STRIP 71 •-1�RG.P _ -:. 12 RCP(L`VYL�''' PIrS - IT� � � -- p'tFtAST OQTAR AL.f-i G.b de MAo • F > C'J�LEpCTF1 s.•.,� Wf E T�F{6L..Fi`X. ,c / sI..mr✓c UNOIS'URBED lO "_Dd -Ti•n� 4 / ,! }�9 i0 I" Vd 0."i lid r MATERIAL o., n. yy STC A)f HAL" SECTION HA.F. 'SECTION SU P E' n M EARTH v� L• I IN ROCK , I G4LCL,`11•� pT ? `tJR 1 C,n L .. I I t N J SC,ALr r (n' DI A, E7o ° d _11_ -' / • TYPICAL 900 DOUBLE PARKING* IJC*FE:•S: I, r-ofzr 14 VzO, ES'T� BCG DE.SIGNEI> I A VA21fS ' Folz N•Zc L:cgolL�4 �aR1Es biA 1 - •o------ CONCRE I E NST z, IVC_FS AL)o cekr!7_s TO TSFVR2+E.5 F> UNDISTURBED MA'EOAL NOT TO SCALE ADSVS?E:a TD tI{ +-NISGRADS - - WITH S?.QIG-K- t_6V El�ING. GOURS6S .(SEE 'P L.AfJ) - III SUbSURFALE_ DRAI NAL,E_ -DF-TA I TYP►CAL ,SEE A +� No sc-ALE NOT TO SCALE MECHANICAL JOtiT END P' JG TABLE OF DEARiNG AREAS IN SQUARE FEET AGAINST UNDiSTJPATERAL FDR VlAT-EC !RAIN FITTINGS SIZE alcE C,;7 (IK) 450 45° TEES 8 BEND PLUGS 22 1/20 BEND 8" B LESS 8 10 8 i3 ' 10", 8 12° - ,22 - 16 - —�� • ROUGHENED 4"' MIN. SURFACE(TYP) 1-0 CONCRETE SACKING AGGINST ° UNDISTURBED MATERIAL A - ' - / C •N' =E'E rACK[NG • u I' -E" MINOR ... AG4: NST UND.S. JRBED MAT IA A � ER. L . .•: . A5 REQU;RED - 2 MI,s. (, 3 MIN. 2'M IN. (-CURBING TYPICAL BEND pn AMP (7"HGHT. MAX TYP.) r r k TYPIC�.L Fi-LIQ R GG`��RE`i�E Bl�..'�1P�1.s_ FOR �IrA�ER� PIPE r�T TO SCALE _ NOT TO SOALE i-, ^ p-,) T--) I CA -1:::, j:' e Aj-A I7 INVERT ELEVATIONS: INVERT AT BUILDING ICI 1.5 INVERT AT SEPTIC TANK(in) INVERT AT SEPTIC TANK(out) INVERT AT DIST BOX(in) j tor to verify all dimensionsbefore beginning constructionring materials.Scale Drawings. INVERT AT DIST. BOX(out) CONSTRUCTION NOTES: INVERT AT GALLEY (in) 11.29 BOTTOM OF GALLEY IZk 00 ADJUSTED WATER TABLE lo.00 OBSERVED WATER TABLE -7.0Y-) S.cI.S C,tZOUNvfF, PADSUST_ r'Y_&N►.. DESIGN CRITERIA: DESIGN FLOW. "' 75 C, P D F'EQ, 10CDQ S F (TTL 1-< v) - ,:_., .. REQUIRED SEPTIC TANK: CAPE `'OD SURVEY icoSo x I s0_c-/o__ - GAL. CONSULTANTS SEPTIC TANK PROVIDED: _?OOC7 GAL 3261 MAIN STJROUTE 6A BARNSTABLE VILLAGE, MA 02630 SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 DESIGN PERC. RATE: _ ___._.-___- 5E -- MIN -/INCH DIVISION OF BOSTON SURVEY CONSULTANTS INC. Ico-5 c.�.b -- --- -` ENGINEERING • SURVEYING • PLANNING -- - --- - - - SCALE; AS NOTED SIZE OF LEACHING FACILITY PROVIDED: 14 4xA' LEACHI! LALLEYS u�'S'L00e_ _z x5c; J. SI7E,____3 ' D Pi V4DWG. N0. 959-4 JOB N0. 3-1582-02 �I lac s Er �s - SHEET: 4 OF 4 ------- 6,7 Z_ (,%Z SF C 1. <D (n -%Z L,pD t- -Ict Revisions: LOCUS PLAN:,. i5 r iiJ( boon li e�s focus YARMOUTH TOW! Yarmouth, Mass' SCALE: I"= 2,083±' SITE I Dare: 0 C T 21, lo/ Seale: aeR! S-ec I I I " TO Pt5TE{2MINr F=ULL EXTr_NT OF IZ-C-MOVAVi. NOT ALL WALLS -rO P2.6 -EN1o� D f�j25 � L'w!N r�N THE j'LANS. G [S CON T FAC TOtz "TO R t; MOvr-- ALL �+OwN G J AL A EIXG�PT' EXIS�TIhI/� �4 F 2 � m I I i r , � I GI ,� •� L � .0 5j I It. • U't V�f. GAPS. AJb c _ • o I 2- Q --- M l o 0o I C� 18 23I G 12-1 i q - • __- (� -' vt9 3 ..I \ 7 I O 12 14 15 i(o l leiI� %_1 I — . 7 tlb _� I ` \ G, r' Z 10 ' _I(/ 13'� ". I�••V It(/',.•�u 1l0' �nI.•�" I�• JI' II•A'I �j� Ll u I 851'1 i 0 lq=D t1.4 II4' — _ fG22 I� y t p.:D„ rr '►o•.or.8•+ to• -D.' lo..�,, lo.. " 8.�,. 3.�,,• 1x;81, OGt0 611 i _Y 16 D a I Is C�2 h GONSTRUGTION FHAs�5 , m Q 15 , ;an R q K PHASi✓ 1: -ra { L�ASMIrNT or T�1 : r_/ IsT I N6 Ef;)UIL_P I N&) — I I I: I• GZ�a 3 G31 HAL-L_I�OCC uPIED �Y { 1 G _ILLi � 0 -�i� 62 TH>: owNr=R, w l +� FULL us o rn • `' \ OF k�IJILDING UTILITI��. T�}B T Y MAIN FLCOF Ofr THS EXIST e T s=8" Q - 1�JILpINI W LD e UN - 5 I ! A_ `� G3� _�t GrGUPIED AND AVAILAbll� 9 -ni coZ : 1 c ,� ® Ib 33 N rrIZ p�MOLITION AND P-eNO- ,� VATION. N�c��AhY wORk Goa Q F I [ t I vot GUILPING UTILITIG� ; - h .• 4Z' �+ 9 Tf-+/�'1 MUST �E I�tl� 'iN TNI: t r— O —� _ I I q cwrrt /� 1 08,r_ uP � -�q Q 1 EXIST ING �si✓M�NT WOIJLP io A3 G ALLoW�t] `NIT`H A MINIMUM I o I _ t ® �a1 i0� 70 DI �I?U{�Tf�ih 4 TD 'f111: OWN1 R. Q 40\3 9 r O L— ------ --- ---- -- I I _ — {.% TI`I� �kISTING ��' Y P�SM; 1:=NT SHALL 1aE PE-- I 41 O MOLISHE:h- AND R5NLZd<T�p i it�o 4V2 4 ,_ =" W�-I ILS —Hr-- OWNF_#z Gt'.GUPI�S n _ HE NSW APbI-f 101-4 ANP THE- ® o� �;i,U MAIt-1 �L/x�F� OF TPE EXIS-f. i I G39 LPINC�, WITH LL US I H �J � - o G� OF ALL i✓�I1LpIN(, UTILITIES. 3 GOb - _ Q Go9A r, b, 9O' o IC. S 3 i *A - `Contractor to verify all dimensions IU' -0 lo' -6 in field before beginning construction or ordering materials. 11i _ J _ - - " Do Not Scale Drawings. ' O'l2' 8 '` . . ¢ G 05 I) G O I i3 Ill - i l God I / t ^ 9, q_q _ p s • a Z , WALAL�% oLJ�h TO 6�777 --- - N -• 2 wAL� rYh 'A' z3 °LAACYoEuRsTSICSAM,l INFSP ULWAE3 2pcasTI�AL INJi�TIoNW T ION , YAR UTH - OW HALL r ,..:. �I MO T N �, WALL- M Yarmouth assac'husfetts , G I 3 LAYERS F-/8" FrGW6 WALL, IB, 2"ACOUSTICAL_ N5UL./W00p ; ,-AINs_oT; L.1611T VT\L.fNJ I%ON i I-i�.WFlLL wAINSGOTE; LIG++T VALENCE GROUND FLOOR PLAN • _--�=� _ __-_ .._� ��5-� ?✓vS E ' X151 a WALL TO AMAIN � 2 WAL TYPE F' 1 LAl/rK 613 H,GTwb dN ; * 2 LAYE(zS 5/srr FRG�'3 CD C)WALL. TYf- G Z �% A3 �'J �xIS1'G V/ALL T'.J °ZE,h AIIJ 2" ACOUSTICAL INSULATION Date: III - S0'8r Jobh`a: E3�i 1( F �� I Scale: Dwn: A I '/ , . I - L rrr- rrr rr- i-rr rr rr� III rr r rr ori r�i I I -71 l C}I2nl ltilh Fi nnt2 , I 9 G 3 15 I� 18 I I I v I I I - I I . I - L rrr- rrr rr- i-rr rr rr� III rr r rr ori r�i I I -71 l C}I2nl ltilh Fi nnt2 Vial � ; e � � a �-I � � rA3& CCC CCC CCCI _CCSj1r1- I �C CCC; CCCil CCS CCCI 4.10 I� t SII Q' ill IL !l' I I I�;� I I I I �! I Q i I I I N6w �nrtehNGf' t I i III III I I , I I I I I I I l l I!i I-- — I I III III 1 I I .I L-..,-_��i �---- ---- I l_1 L----- -- I U-------1�- I L--�-1------L1- L------�-I- _J1 LL I t 6f?JU N O r -Lu. tN WIMICOW Off: NIN& New uan wam wlr�Cbws S O L.1 lL��%�� I O � �. wlNaw sc4-r�Out� � c�-�cbl� ul w vAu eY s►�II� -ro E�sr. F4 ro, -TcN- IsiIH& Wr--W ctnfl VJINQW4!5, `a%� WtmcoW z-cee�'o -Ovb A20 Awmit,4vM C�uT(E2S r-F�u c�,so wwams wIZmN >_ �I�'6. sumo -r,�w. (P�nrJ-r��, s I2,a� Ta n�A-ru��rINU 1'�ExK uP, bs P--E4.'D - fit+ -!o r-vrr[.'of � w cwt's w/uoOF-,cOrfep- � NEVJ ��+;i~,`� Dw&& A'8 NK40 a-9 'Q2D2s IH I oPn t'6 WIFNW Ulc�o vlwo W 1HZN 14S JIi FA -T( •o Neu/ TouINSEAL- ?v MATc.H15Tcx 11 ; 11 ' 13 Ll i I l - ti ��I!� IBM !�C iii T COMES-._ .__..- ; I I Maj riarll11 o� a _ `uuur� uuuniw xlnmuuruumnulmulnumllu uuuumuurFnuuuwlulwuul Inuuulwruulmrluwunl Yplill - -- Ilvli�ltV!•I � 11� '�I i. 4 K61L1N&5 'To Ind 11 lilt llll:lE%=:Rlllllll lull lvidlNLGz�tz T - --- 1 pJE WhIZFiOta (0 I I 44*� I F 43 F - q q a� A �l J q q' EI.EY. t I D'%j , }�'-'��b° it I i�FZ> IJTR}� a _--it ------- i +2'-4'�15.ora'S1ti<lk------tet :L I 1 1:X15TING vnHocW ----- ---- -r0 1�� INFII-I-�D ' AGK- PPo�+- �4S-f: GONG. �nlnN w�� wwoovJ YVE�tb N6W �ar-(Yo N o t�-r-,=r io [�► 18, l -o 19 l8 l 10 15 1¢ 1Z - (I 10 I 9 b NEW, �UFTO: AND T C-ONNEGTIOgib TO G LITTEKS l sl-fA�LL ffE 61N11l.AfZ TO EXISTING, i 1 &POUND F-LCbp- L EIIII t CACI &POUND F-LCbp- L t EXIST. BOJ LJMN AND PLATE UEYdN0 INST�*I-L L3Lc�I�ING I p>pTTOM of 5X15T STEEL As REQI l l R):P TD �>UP>�J�•T T{�pGIL G G GI-fANNE� HUN6i AGDUr�TIG TILE 9X4 GPOso:� SIJPPOp-T <15TINGI STEEL CHANNi<L� I�O.G. g Gly- 5/.g r- Y- cwa q PAINTED PLYWOOD �4 f LL^.T c ---- PAINED TRIM > LI61HTINCq GOVT 3%9- _ PTD, T1zIM SEE DETAIL -s _ TO IMI WOOD GAP I?AL = Fl� ZX,4 METAL STU IzEGE55�C� POLPIN4& STAIR -- i (o X3(, WNF-AI- b11 RISE¢_ Zx�l M>✓TAL sTUhs 2"A000STIG INSULATION , IXC PAINTED '? L" u u- 1 • ATTACH M1:TA1, HU1161 ACOUSTIC �>Tl1D TD IiXIST TILS G�iLING 5rj�f- - ADCVE - �-J 2 i-nYf:-lZS ro FrC-TW ;TY� I''/i HR. FIRE, f INc� G O g�,l nyWO012 PAINTED PGF 5F`U OF, 1VwL)GrlCA►- PAINTPD TRIM 5Ee� TIL cEI LI LIG?,'(YP I 10�C� 1A . Z X 3p PIGT ' ILJ � I1 Z)<q MV -IAL -6TLJP`i 2 t�.Y�2S VI I t i t Z)<q MV -IAL -6TLJP`i 2 t�.Y�2S t i t Z)<q MV -IAL -6TLJP`i 2 t�.Y�2S 76 10 ! t)2 3 Fi15 O ouTsi��. �Tt6U� o to 76 10 ! t)2 3 Fi15 } , =0 s=oWlw�®��-�®�/� j } , Revisions: - # � W$W i JAM^ pi :YARMOUTH TOWN HALL Yarmouth, Massachusetts REFLECTED CEILING PLAN MAIN FLOOR -Dare: JobNo:. 5 .Scale: vo { _% Dwn: A7 j Revisions: - # � W$W i JAM^ pi :YARMOUTH TOWN HALL Yarmouth, Massachusetts REFLECTED CEILING PLAN MAIN FLOOR -Dare: JobNo:. 5 .Scale: vo { _% Dwn: A7 I t 1 l i'N GJ I I XDi i 1 II 1 - �l i 01 1 G I t 1 l i'N GJ I I XDi i 1 II 1 - �l i gall. v. 1,t3 I PLM SECTION of f NTIzANGE 101-T61, -� I l I � -�A�6 s5Ul.ATIDlJ V4 G i gall. v. 1,t3 I PLM SECTION of f NTIzANGE 101-T61, -� I l I � -�A�6 s5Ul.ATIDlJ Q J c r � 15� ice, pates t).p r✓ <T• ?Ufwoot7 �-foiN& 7.07 , � Fj' I°-.. �° I : ' lY `1 '� ` IE�J (r�`�� C�(�{'�i'� TI-�7�•� ZE 05 IIi -� E Top- PIT cd o" 41 ( ��'` 1x10 �tNISH- 7 o?, `� Goy la � ! 5 INSu1,• I I _ f"Y\ N!St} 2x4 MOIILDIN�7 �I /del �,i E�lAZD(L MPUiII tE t'� (Jo I txbIt`llSlt ` > I I -- 1)Od'tiCF�IOR SROMINfS}t Ix 47 ILI U. d - I I---- -- '-- 2n� VFf4-T H01Z-, W/ INSfL-i SGoeeN, Ila°O•G, - --?7X4 6. (UNG FgAfAINh _ Aa — x4 2 V P 5 � �M V4W, •fD. -(O -- oP5/ Ib'o.G. PLAN, Z I I. lra o� . (OFt'ER p�s� q •� �� �M ;✓!Nlsti !� _Towel sEN. IN 1$.'4, OFZA'e- I6 Oz,. 6 'w-Tit>zu FLASH I N& CoNGmtel Sr-IfzT or+, 14 fiNl5w j IL �''Iv.r" I�•�j �"ll-itJTi "�;`.;t. ��t'C+k,~rc a'...Gx...v..� -\ s sxs:rg?-ri i�p-.j a5.^y � �'/` f - — I 101x. CUf UMNS 70/u1t:-Gtf Contractor to verify all dimensions ` GN j'mwr s a� bY�h 1c.P K.R3�" b �-0Pr= F7 ' YARMOUTH TOWN HAL -a— -- -- ------ . o : 08 ►! Yarmouth,Massachusetts . z j a rro, T O�/EL 5G C4 1 I � :. , •., •3l�"��. �°aa, wa-r�t� pPO..�>%IN6 EAST ENTRANCE I, ELtVATID�/tELTIO� 2 /Zr,_��� 5ECT PLANS & ELEVATIONS Date: { �2V-. �%'� Job No:: I I i scale: ?b NoY D": " . 1 r 9 NOW" wIl V bY�h 1c.P K.R3�" b �-0Pr= F7 ' YARMOUTH TOWN HAL -a— -- -- ------ . o : 08 ►! Yarmouth,Massachusetts . z j a rro, T O�/EL 5G C4 1 I � :. , •., •3l�"��. �°aa, wa-r�t� pPO..�>%IN6 EAST ENTRANCE I, ELtVATID�/tELTIO� 2 /Zr,_��� 5ECT PLANS & ELEVATIONS Date: { �2V-. �%'� Job No:: I I i scale: ?b NoY D": " . 1 r 9 t I !9 • - I- i ig u 61�ILK vGt�F%t�P� P�PIcK v�tI�ER _ fS>=51GIS 'ICS Z Z 6 1 SQL ID - pgTAIL :• f3f��Ll� 1"I!✓S \ ( . [5,) . _ Ixq r(�jl5f-f LE oliMllpl, 114f PLYWODD 5H�'f+11t\�/ PLYWV gMLj WAl-LF30A5P k �Z h I �Ir`f(� / 5 T n 6 NIIIr Wal'O{� 5/� , 3 f7t L, GLAD fxq pau3►- Hu��-t N �. l3Ar�R � . 1�15U�>a-riarJ :• , n i �Itl15H wlrJpo� +;IY�SuM . 5�� �IPfiLPSS pj�ilLK 51�i INSLALIP% iJ P�-19 } 5 1=1� ��S �Ai�t-19 WAl-l-6c�p' (R 1 k 46 WI� Dom/ TIO WA 1,1, M I y i • n y to \A/A10 — V I L> q 6 P!'iLht � i/rimIAJ% ~ S .a GYP5u[� wlrlpaW 9 a WALLPo A a loft% rWv,/oov _ _ o Dov[Ft TAi(r I-r� 1, Al- Ti;IX3jTFvAP 1►�"1( 5ULo,�u1 sIO-rt�l b 16 a..fi. V-�T MIL VAF'O� t -x _ A6 G 9 a l ��ir-K'fl�j '• A � UIV � �O� ;3ARRII;F� A \ CV. 8) A 6 I L YAPO f�F. a A IC" o.�- 6iuirt ,F '!N I C;�Jf1�E?ZS?�1PG TOIL PAL�p c OL At`I RAT :•_apD S1L��t DOOR 5 Y UF XI I MLo r���l It�lSul-ATjrN a . tv '( JM>3. �ARP,IGR (v.S.) /A�- 11� �F�S G-"i01� S �ofJ�. �•SIP,LL �4 0.�. tl 8�� li0 �, pave TP.11, ir. ;:�" .`• l7aDFk, JAM t5 (AA (L� G r t I !9 • - I- i ig u 61�ILK vGt�F%t�P� P�PIcK v�tI�ER _ fS>=51GIS 'ICS Z Z 6 1 SQL ID - pgTAIL :• f3f��Ll� 1"I!✓S \ ( . [5,) . _ Ixq r(�jl5f-f LE oliMllpl, 114f PLYWODD 5H�'f+11t\�/ PLYWV gMLj WAl-LF30A5P k �Z h I �Ir`f(� / 5 T n 6 NIIIr Wal'O{� 5/� , 3 f7t L, GLAD fxq pau3►- Hu��-t N �. l3Ar�R � . 1�15U�>a-riarJ :• , n i �Itl15H wlrJpo� +;IY�SuM . 5�� �IPfiLPSS pj�ilLK 51�i INSLALIP% iJ P�-19 } 5 1=1� ��S �Ai�t-19 WAl-l-6c�p' (R 1 k 46 WI� Dom/ TIO WA 1,1, M I y i • n y to \A/A10 — V I L> q 6 P!'iLht � i/rimIAJ% ~ S .a GYP5u[� wlrlpaW 9 a WALLPo A a loft% rWv,/oov _ _ o Dov[Ft TAi(r I-r� 1, Al- Ti;IX3jTFvAP 1►�"1( 5ULo,�u1 sIO-rt�l b 16 a..fi. V-�T MIL VAF'O� t -x _ A6 G 9 a l ��ir-K'fl�j '• A � UIV � �O� ;3ARRII;F� A \ CV. 8) A 6 I L YAPO f�F. a A IC" o.�- 6iuirt ,F '!N I C;�Jf1�E?ZS?�1PG TOIL PAL�p c OL At`I RAT :•_apD S1L��t DOOR 5 Y UF XI I MLo r���l It�lSul-ATjrN a . tv '( JM>3. �ARP,IGR (v.S.) /A�- 11� �F�S G-"i01� S �ofJ�. �•SIP,LL �4 0.�. tl 8�� li0 �, pave TP.11, ir. ;:�" .`• l7aDFk, JAM t5 (AA (L� G !i 2" FOIL 1;ALED t50C.YAIJU�AT� • Revisions: d A 4 4 rl . U 3" IJSU t -A (I IJ l d z ' S/ / Q �XtSTIiJr� IZ 153 Go�C wAI-L 2Y mous-rl� vb� A - �5 3 , - • „_ - �,�Iwb G �ISTI�U I� " itJsul_A-rlorJ n I 5 S v GOtJ <i �/AI, A. CV,YPSU wPl_V oA�D (FRGIWP�) •. Z-\�.. I L� �` : � - Q Ix� 57RAP i it F�YWo� —� a � 11 .. a• �XISTI� I� � 6 f�IV VA�L> _ ., `,,,IM V � RI>;Fti 4 (VD) I �Ot\1C� 1�AL1, z > ole P IS�LYDtJUP�A"I� � Z n D IIJSUI�'rll7N I �j SEE �ULI _ SOIL 1 PNEP (F�-1/o) R l; DE Ally S3:Al.ANi �N 150r;YANUI�AT Ix3 ST�A� L\ q q q (t�l�l-1-t IOot�l 1Co" IO.li. Ixq z P D / q • - n : 3/ p Jl`jl-•t •�cry 110 PLYwO�D ... r r 3 IX� 5-M,447L� w II I� o.�• Vb.153 q FIIJIS�} rfx)r I _ V.15- 1�3 c� Q � A�AtJ S • - q � d P�I� �a>7 _ � w 1=f� U 6 �Ii�1151-t- i w ��w T�PIG,L �XI�TING WALL_Xl�T1 u n Dov ouNa F1 coy nx WIN DOW J A H b I L � ' 3 3 b g Z 2 F Ev 12. _ z Fal ,t u f r, ISt7LYAt.IURA"i� U 15 �6� IK3 �Tf P IX�j s1 RA I� O.G If�1SUl—A"f vl J ilZ . Z PRC�,W6 I1) Fz)0W H UP I;XISTIf.I(� F1IJit, -j Goxl,. - Q r wee �XISTi I?- \A/AL—I- 2 1AlALIr 2) �Rlt.0 tjol�>s a- #q f�0�5 I) t},au�l►t UP > x157iN� N t GI r {oalz., IZ o,6. v�� r IX3Mi&,P GONG WALL 3i �� #�{ RovS I� �XPAtJpIiJC� Z) U,fiDU I AGI�I�IT <FDORXi� #� I ZR)%OE.�G. RVAR f �.•� � - . Rt -5&F) q „ v ° n. � • I � —Sn I—Ofah, .:' q) CiL�A1Jr �•PPLY PXJtJDIIJC� '• ' Iso�YaNURQ-re 5) Pouf, N>%w a000# I1I�Ut-�TIOt�I F���Ai� �� SET ItJ . •: � u . - - - w rJ1'S P • _ 8u 6) SMooThj t%DGIt;S AtJD 5� :. , p q APAP YJ v I a 12.5 5-A1� 150tJDIj IQc 1�.5T�R Ixq FIrJISpt� 1:N Imo" ate• � � I � rXISTII�IC� 1211 FRor-t i 9 vc,: 3 >'I tJ wA � . p G �t 170v� TAlL n , I 1 ZA O:v WA UP1 pDvE -I'AII W e7pv� UP f3F�lu'c rl>iS WI O O IQ� LD �..1 0 �� C� E -X ISTI I�C� IZu GOI\I L WALL• R IQTr,F��)rc"Tlo . IS`1�Il�C� G1�OUtJl7 ��ODI� rI1JIS� IU i� — I vooI � Revisions: z S F � 5 :, R�S. RAJlta6i 0F'y f f)St It�i>g;Ew(iUrj�A'� 555"fUvS '"O It.15U�A'rl0�i M fJev v8. I w ov sy�arl �ItJr� R-Igo ExIs111�U �� (�,,,,, P r�Ov >;xISTI�Jr� >;xlsTltJ 13FtIvK v ��I� o�Ou5T1 6 Y�O� JINSUPLASr,S I^fi I IarJ Sir LATST j�w �j� rwf� TO P,�IJAI R>;SI ANT (:�YPSUf") .. ....:... .:: P!-ASTER i fl Oac -N WALL 'JARD fit (�RC�W�) '�x15-rli,h N�wS� FIP�I%�G,i-AS .• � �R w� :. 2x� sn<+�s � . ..:. , . ....: _ .:.'... • . b;�i<� v>;tJll%R INSIaLATIotJ ' � 2 (I�-19) fiXlSTftJy �N M\� rub • � r1�6 IV ' 1oYI��aD�SH1;A'(I-jIN� � � I`W p TO Alts ��w�� �I�P�(�t-AS5 .• it�iSUL�.TION _ Q. � .o M fw-5TII�GI SCAt.� D�fAlb q �Q- 1 - < W&. IL VAPOP� hI�STER £ P, , PAUL A-10 _ fJ l v8• F�AP�Rf� ; , STI �I�� l ATH/ tJtiw 5i� t%x ISTItJU S 5 hf�GIW� a SCALA n-ywoov-S )ATIiIlJ(� j, , To P,�I�o.ltl n t�E►7ovG �Y.IS-i'Ith N>��/>�. 3 �''/�/.r� p oP, �UAt, r-�-r�v>< �w�•it.ly � ! PI.AS-Tr-fP) ccjK F ArI � G FWca=S ��j- I1"� 50 �ROf'� fJf�/p1iLt-A lel-Al7 LA �� f�J /�, tE•=, IfJ 5� Vain-� NUNc� r � •. rf�-i wl�r+� 8 I� Ixq wll�ir�ew ; t I ; r AI- G � �n/AI�I� 11`P�ST�o �- xi ►� rxI-5TINJej n� IQ FL,00 _ V�/fiWSGOT Wa 1�iZE eC 10 FOR DETAIL IQ �IN N�A(t� �I,OD� --- 5 8 �atA4F3 :P I . .. i I� •--ExtsT!N> c.�r.i�Tr.uc:rloN . IK4. ANTI t} T IZiM SEE to/A , FN "TE S E -10 FOR DETAIL / 5. F-io �cr r:E tali_. I/ �— . --IY4 f HINTED 7 Fzlt I ,, SROM IXfO RDUT�D iX� PAIN"i�D I X3 LATH j /2 _ TAL JAMS 0 \ L T 6TRLIGTION oa ' x-10 LOv�I M � ' I U F.,X S I NCS GO'N 2:..2 GX4 -� DS •m 2-lOL.L(�W, MI;TAI_ PL90P JAM 6 _ �` y Irn ZX4 STUD OMIT WOOD, TRIM 0 x4 srUl7 -7�A_ I� 2 t 10 o v, OMIT wOOD TRIM INSIPE N,M:Poor TKIM SEE _ AIrtTi=D N . M. POOR A 1 < ONLY ON 9/A-Iz 6 i%q H.M1 1701J� r,,. 1X4 PAINTED' ; ,• b a 4_ UDLE RP.P�tSITI~D ,Twtf , Z AGU,5 INSUf.ArION MM&W luil, ,. 1-5/4 OFFICE POOK'5 - - •• __: -___._ _ - - ___ _----_____—_ �UU'fG[7 FROM iX4 PAINTED �, n GG 00� L� I� SON RY 'v�ALG H.M , DO C�? NSW WALL H.M , DDDR C EXIST MAIN RY VIA U, TYPICAL WDOD DGU� JAMB I--�.M. D G� T, M� 8 I S H.M DDR ExI�T. WA1, MA�NRY �n/AL.L H.M� pDDR ' NEv\/ L �4'' �alel ��� • u 3/ 1%XT�R�P. GIFzAD� `�h'j�?I�IIJG1 � ` ' - t 61Z1GK VENEER 3/�CT� aR G;PD>i PVYW�D m - I # AP� ! � FIP�;✓I�I-P.55 I►�sUt-A'flOt.� 15 ; �-a�. I'fP�P. _ A _ _ R A� I vel Zx 6 rRt hsi;5 \ R i l ✓LAPD � I�F�W �P� _ �VYt;�Y 5 oT K T U55 2X Ti�U 10 1,-!15.. I 7- lid vr, i f-17 °IRS�AIiI% \ vAt11.'f WlH14, PKICK TIES �yU ItJUM 17RIP)ono NIJ� E L� � • ;, , i-- - °° n �L qx 5 ALUr j. glr�Fi7R=FAD ASI �IJsul.�.-rlorJ I�lsu�c.-r�otJuuu , "f0 C"�Afl�l--I �XIS1'I►�GI ;� a i %2 t' u b -- N .p _ V;� PORi A�It,I�L (31�U� M VAPOR FP\Rfta �x3 $K�*�+< Pli• Zai p.L sILL I Ix35Tt�•RPl 6�I fIP�>%RC�l.ASS �(' , 5U51'�I�l7�G 1x3 ��PI�� � I U A'I'IOtJ <il%ILINJ� - � � 311GoriTltJuoUS.-�O�t'Cf V�� _ E, , 1tJ5LIVAT1aN — 3 Gottrlt.�uoUs o�#'tT ` +-�a.fJrJ 1- xIZ z Iz iz �1/�i��,K I�f.RGll t*y� Ih15Ec-T 5�t�>;�t�tr.�l� :.t' \/APOfZ '� , �Ii�• VALOR �RRI 3 u UI !;L TO fT%t j �XhTIP IGj 3VZf'�s'- _ 2/ SSD r'ht.D x8 dGK TP,►. , 5U517�D1;D. Zx WOOD 5 -fu "� riElLit.}GI _z .. Imo° O. Cl.- ry � I ------ �uA �� 4 F�KUP • . \ - �ECE S SED BLI�ID �n11NDC�W'_. aou�o� f UN�l N� w N D�rt"H FA AID E 171: i. RO ' 14-N.. : �� I 11'2 :N I. P�Rllil� 51LL I G1� YL 6PiI Ix&3 GOI�I�. SLAG ' . t r RUWALI. FL Ihl q x� slu. (Tp -r) 20 AuUI>, e AI,uM D N x p _YO 6IAWGII% 5TM>; it rzP>if a TF -6K t°ol _7� lrJ51aI oTl Q 10 M 10 _ . . _ .... • .. . s . . n a , _ 20 I`'lIG IJ�aP�rJ� A 17 ..\. -'.b- ., s _:. A _ '' 4 .. �' o. �y1'�iUWAU• I%LA Irl Z RIC�II�' o IN 1 ©I p I I p YAF77f� acf. I P ._ �N b I , >7�;�`/a! I, � GK Tib I (0 0<i v�RT. .�' r- �o�,.-K Ca�►2�E Calms b PN �, s�� �vaTlaf.1 � n \A/ � He2 2gj10-lam A5 5U5P�t.bb tl � _ � ✓I c .p � - L�-�.r,IIJ>iL 8 � 4L• I u t RI�iP If��u�A�lor� ,. O Oo' G O. OLID Ue% I a r I J IN AV 5 fuLJL -s�s,l Pf-rvl� �> t DWO- A a IX/o V'II�I�11 - r1 ' a IL�p l%hl//• w:�(, {i a (�f�ll7 Llkl� A ' I r it �uI1�D1r,1U F'Af�.% I • n � 3q i xr��la� A u IL! l�YlYW�17 S�A�+jIN[� 6 l7WP GI-AS�+jtwl Zx6 waor� sTuDS q d 1r j * s Pf-t-E.A (or- �q-) l�ro 5"- W, +t \5 C 1T - flus Stu, xUlifillillil .4�C, i 13i7 ; SQA f h N #3FtCK `!I 51Z � l PLYwooD S7EX IN 2 'C51, lz 11 16"o.c� �I�<<� �tC��c�.;�� il`t��l,� „� �• / �" �1•c�:. ?u9�0or7 SN>%.�(N'6 , vc.�o�, �Ri;,R � 11%I- 5t -a -I' �c ;inl� V• E; . — -- •2'`�. •�q,;t � II I6 p.L. vG iCT �� � .• � � � _ f�/ilioV� �Jg57, CA�� � COLUMNS p� it / ^�—! f i 5i I 3z J� rom(jIiASS I " �I-�tislMv� 3u Lam, � o�iv A� FII T ¢--- Al t�M• > 21i �(�sfi 2v C Pz✓�' S cc X32 ( � I �' " OWN Mo�o� _—CoNG•^LII 1o;7V Ta NAZC�} t51 AOR a r — _ a I " Mfv M"o � .�,,...:� • •, �. .• , ,._,•_.• � ' .- - - 2332 ' �I /q,� I . • _• - w�;,P holes �u aL. I y \ — - F M 4X4 �o Z � i f O6 a 0 4 � I i _ � ..:°� �3/ pODFz X✓li� (�° t�..^fl��l,bl j i � _ lei % MI[✓ V.13. I J _ r 00 LL a W D A SC EW INTO PIZACK ET K I �f r' � ELEVATION OF DKACKET 241 Nv PyC;r, LOT 14.76 f �ITUMIolVS I .• - c � fid' `jl�� � ! • r _ ,-?.1_ /"I' r uM rL1JOw�ZGSN'F L-II�NT ZXIo N�DE� —� I� INSIAu. I t�tf F i II�n�11IV fJPPaC= MAT ve 16'-8'"± Ex19TING I jl�,{ -( 1�U� �W� �i�� • �� �M�. izu, DIM, N GAP. N. Jmg./,,lip fti:,1/14Njf4t 3� -------------------------- TiPICAL GOVE UC�HTINC� I �2 � 3/8"X3/9" cuBE PL.ASTIG , GKIL.LE f I I � I , , Gl�?� �.o`SftG GLtPS To h4tAf� G2tLE./ - O 1I I % vq" TF—MPERED CaLA`>S SHEI-VES ;d I 1X8 - QA f�- H EADY PJTY WH fTE ! � n i �------- — '' i � I ��h � IX INISIi' �NAMEL�D' fJhAG�ETS I , _ __-- - W�.(zuf3l3ER BUMPERS - ryvYrfK wrt7� CAa_� I I (zDll, LYaNN GLYJ12GUIOES �.�-(bNCY�DS I b' O. G . iJ8'7EMP�RED �A� 1NT�IzIoP IN WHITE F��M{GA ED N f�rso 06'1- ocr lr46, Y--crCTQM TAJ r 'TY r,AL WAIN56OA7 v SGTIDLJ-'H1101 1ITROPHY CASA Z Z Revision MISC. DETAILS Date: I i' Li%5 lob No: Scale: AZ, NOTr P Dwn: 1 i t i Revision MISC. DETAILS Date: I i' Li%5 lob No: Scale: AZ, NOTr P Dwn: 1 WAR, =1 12, Fiffil I F-7 601 Wf�-ST FLJ�3L-IC, HA�-I, 6101 NORTH FLiaL-16 HAL -L- Clol FAST PUBLIC- HAL-1- FFt /I PI 'Fil I it .r 0101 l0101. 0101 met a 0101 n f5 PHS oz El F1EEEE,EF1El,.--= EF1F1'EF1EFF1EFql L .r 0101 l0101. 0101 M0111111010111111 MUCH■1 0101 T P 0101. ssonsons 14, ,0101. T� -HALL mmmmommom 0 MEMMUM ■ sons YARMOUT ■0 m ME a mollon I sawn in Y t h Masskhu" tts we k----ina � , armoui INon a MON. 0■M■ ■011140111 9 ME N No we 0■WEEK! no 0 Mom 21111 mom %soon .9 INTERIOR�ELk IONS illm on mulgli imiloommus 0 Mugu IMBIT"UnGam I �94 al IC Tfl� \ �' 3 II - I _��1 IIG TIL �94 al IC Tfl� \ �' 3 II -� - fly w>n �. �� �. F6 . b I I _ SN i Ll \� Q� 8 P(o C� ��-Ir7"l5 SV�Iu� }3rs£Lj aN wry P�rnnro +ze�?-GaN \ ' P a -i n nn I J p LS � .1=Q. P/yuEt,) �i EGi. Fhn1El) 8 iE1'YIOhl 'oESK, P i3Y ❑LnJnL _��1 IIG TIL F/> R T(WEI f'}11ZK0>Z wb 1 I I' -� - fly w>n �. �� �. F6 . b I I _ SN i Ll \� Q� 8 P(o C� ��-Ir7"l5 SV�Iu� }3rs£Lj aN wry P�rnnro +ze�?-GaN \ ' P a -i n nn I J p LS � .1=Q. P/yuEt,) �i EGi. Fhn1El) 8 iE1'YIOhl 'oESK, P i3Y wb 1 aq 'N'G' O G.6 / aO 1T � ' G.6 / aO 1T L fATA Q .�1ZIMK REO y [SAN rtB�pon� —f BI-F-VP-f4K) i G.6, ROOM FINISH. SCHEDULE ROOM FINISH SCHEDULE Revisions 01 1 1 i► i .� . _ • 'ie Q , ,OOkWA4 e ee• 'BASE HEARING ROOM Niglio 701LET 77 ■ee ' ■■■■�■=■■_■■■e■■■■.moi■ee Mips I AM 1we AT ■■■■e■■■ee■■■e■e■■■e■ee - - • ■■■e■■■■■■■■■i■e■■mill■INS - ■■■■=■.�■■ ■INIX* ■■■■■e■■=mise t■■■ .. ... ■■■e.■■■ ■■■e■e■�FEE _■■■■ • .. ■■■e�■ ■■r �■■e■ ■mise . ,. �■■e.�■�■■�■■■■■,■ ... ■■■■■■■ ®■■l■®■ ■ilei =- -; -- . .. _■■■■e■®■■®•■■■■®■®■mise ■■e®�e.■e�■■■e■e■� mise , 4A kyrd W 4 • ■■■�■■ ■■ ■■■■■e■ ■mise --- :. .. NINE _■i■■ ■n■■■■■-■■■■ ■■®■ ■�®i�■®■■■■■^mimes -i■■■ i■■. ■e■■■ mimes , .. . .:. ■■■■�■�e■-■■mimes■-■■■■ ■■■i■■■■ -flee mils ■�■■�■■■i■■■■�l■ei :• ■■■i■■i . ■■■e■e■■^else ... ■■ie�■ e■o■■■■■■■i� lies • BR• ■■ee_e^ l®■mems■■ ■■,■ Mama ■■■■■e■■■■el � _ - - -■■eek■�■i==■■■■e■■fielee HEALTH DEPT.: ■■■■■■■■ ■■■■■■■■■■e■ ® • mise=■_■■��■■e■e■e_i■ee Revisions 01 1 1 i► i .� . _ ,OOkWA4 e ee• ' ■■■■�■=■■_■■■e■■■■.moi■ee Mips I AM 1we AT ■■■■e■■■ee■■■e■e■■■e■ee - - • ■■■e■■■■■■■■■i■e■■mill■INS MINIM ■INIX* 4_�■■■■■■■ t■■■ .. .. ■■■e�■ ■■r �■■e■ ■■^sell . ,. . .. ■■e®�e.■e�■■■e■e■� mise ■■®■ ■�®i�■®■■■■■^mimes -i■■■ i■■. ■e■■■ mimes , .. . �ACCOUNTING■■■■^■^■i ■■■i■■■■ -flee mils ■�■■�■■■i■■■■�l■ei :• ■■■i■■i . ■■■e■e■■^else ... ■■ie�■ e■o■■■■■■■i� lies • BR• ■■ee_e^ l®■mems■■ ■■,■ � _ - - -■■eek■�■i==■■■■e■■fielee ® • mise=■_■■��■■e■e■e_i■ee ■�i : ._: , ■lee ■■■i ■■■■■■■=else ��■■®■■iii■-■■ ■■■e■■■�■e■e■� Revisions 01 1 1 i► i .� . _ i Co -n It 3 `O S s O 6\' �-O -f`iPE srZE IZEIIZKS I' N 3I-z"w iX 3' -amu h R D !od Lj e, H M }} ctil O roU -E HUS H, M DOER SCHEDULE L -AF e%_ ; P/�ED Z3 o s 3 X� XI 4 c,wooD >; DOOR SCHEDULE ►-+.ref. / r 7A 3°X (og X 014 , G, WOOD E -- N PAINT G' L•A6EL0WIRE GL.A�sq ADX c;g X 1/� 9 v S �, H.M; \ G'i ar l�, I.1lrz 64tsF�'I Z5 ° E %4_ 3XVXI G W GOD I✓ PAIN T ..DOOR _ PAINT . IG �A13EL, WIWZ CA A55 7U 6°X (o`IX I% FRAME Lk N WOOD DOOR \ 71 FRAME 14P. D H. M, G, � ISA �E � TI--!�-.!✓�HPI�D Z(o 30X(0,/[,/9 r-_,H,14 F= PAINT H.M.. PAINT LA8>;L ?Z 30X (v°X 13'A 15,WOO D4�/', D EnP4 27 °X&',X *1 5, H.M. E r7AINT I-I,M, PAINT Zt3 1=X15TING t=U2NAG D0041 TO IzE N 73 0 3 X(9'X I!4 =C, WOOD z W HM 44 .�RQTCj V) VsXISTIN& PUIZNPGI= t?coIZ TO IzEMAIN r4 74 (o'X la�X 1% A, WOOD A WGY1D 75 (OX1W4 A,WOO P 5 rvDOD 50 309(gXIA G,WoOD 5 PANT H.M. TAINT ♦G LA5EI_,W19E GL -A% 31 c' LADEL, h11 GLA�� � VJG20D 5G, 4G 3°x�sX I %a G, vdOOD G PAINT W.M. PAINT 3 " X 9 X 124- '; . 6 ,H,M . ° 8 3 X (o X 15, H.M. M hAI NT H.M. PAINT 5 XGA XI3/q , I+.M• �� LAaEL, ahvrlE TN �-GzHC �f� 2 3`X�sXi3/� I:r /CbDSc D 3°X!a$XIA F_WCOi 'c T WG�D WOOD M LETNr�E Hoi_Ia q-7 30X(a'Xl% G, WOOD G !A' II t H,M, PAINT G LAPEL,WIP�G>~�Z ; 48 3 _ X I-Vq I„ WGbD D WOOD qS, 5X15TINh Ceti vii -4 .30 X(a X IYA G, WOOD H.'M, G LAS1;LrW1R� Gl-A� r,0 3°XC� X 13/� E,WG�D SI . E PAIfJT H, M. PAINT G'LAE3 5 3 � x0 X I% E,WGbDS�• G WOOD Co -n It 3 `O S s O 6\' �-O -f`iPE srZE IZEIIZKS I' N 3I-z"w iX 3' -amu h R D !od Lj e, H M }} ctil O roU -E HUS H, M L -AF e%_ ; P/�ED Z3 o s 3 X� XI 4 c,wooD >; PAINT ►-+.ref. / \ 7A 3°X (og X 014 , G, WOOD E -- N PAINT G' L•A6EL0WIRE GL.A�sq ADX c;g X 1/� 9 v S �, H.M; \ G'i ar l�, I.1lrz 64tsF�'I Z5 ° E %4_ 3XVXI G W GOD I✓ PAIN T H.M.. PAINT . IG �A13EL, WIWZ CA A55 7U 6°X (o`IX I% 1 Lk N WOOD SR4F>SK.p• \ 71 30X0 X13/a 14P. D H. M, G, � ISA �E � TI--!�-.!✓�HPI�D Z(o 30X(0,/[,/9 r-_,H,14 F= PAINT H.M.. PAINT s� LTR -f`iPE srZE IZEIIZKS I' N 3I-z"w iX 3' -amu h i :WIRE !od X toX I /4 : 3, e, H M roU -E HUS H, M L -AF e%_ ; P/�ED Z3 o s 3 X� XI 4 c,wooD >; PAINT ►-+.ref. PAINT G I-AP�L,wIRE 6�A55 7A 3°X (og X 014 , G, WOOD E -- N PAINT G' L•A6EL0WIRE GL.A�sq ADX c;g X 1/� G, WOOD S 'x d 3 woo 131: H.M. G LAL- WIRE GI.ASS !�73 I "X,OX I% 1�,WooDS.G• I PAINT H. M, c L'a�als� ° 8 3 W 125 &L_Ara5 52 3° )C (aB X 1 /4 �,WOOP S,G 1 iJA I NT HIM; 7 3:X (a X I./q p, WOOF F WOOD oX (oa X I'/4 G WOD►D 1r WAD G LABELWI5 G , Izt-A'h 53 3°X('1X 1/4 ,WODD I:�, FPA INT N.M. G I ABPI- r t I Its t 8 ,3 ° 3 q 3°X lo�>C I%f Gr WGIOD C PAfNT F+. M: G' LA13�I, , 9 Cv` X to X I /a 13, WOOD G HIM, , 5 a X '9 1% N. K PINT H. \ 10 3 XCD X 1 /. E. H.M. G 1.M. 8 LADSL 55 3 G X 14 , M A M, b_ rar�oNy, g' : s 1�/4 E H.M. E PAINT H.M. g' / \, 11 3 X(o X IN E, H•M, G R0. h3 L.AE5rL- T11 -� ttc�t7 Z X (v X 13 LABEL p Fo,JZE 57 0 X & X I /4 ': E, H.M. 0 PAINT H.M. 5 LADM_I WIPE X i /4 �, 4tM• N NM. <-na�No�o r r c-�-r �� / t Fx::G r _j °X t H.M. G HM° ASS j? L-ADEL, I�t�or iz - 56 r_XI5TING POOP. A P �I2AME T 4 MAIN �"NN, OL ° s a 9 X 5TIN6 A D FRAME T' 1ZEMAI N \ / 9 14 '3 xlo x l/4 �, H.M. � G H.M, 13 LAF�EL 5 E L �R I \ / 3/ M 13 LAEEL (00 � u C'On I /4- 3=. WOO[? I PAINT I-{�. M . PAINT � L-Ae1r / 15 ' 3 X' � X ! g E, H.M. G H, NNN r -RAM rz AIN Ifp �XISTIN6 00912—G2 i�El-�V�I (ol );X15TING poop- a�N � D >�1 . 132Oh1yE 8 3 r 1-7 3°X( X 13'4 i;, WODD.5•G 5 PAINT H.M. PAINT G' LAPEL , THI 41—IOI�D' �Z 3 X� X 1 /4 G, wooD PAINT �}.I� PAIN - r _ P 8 3 0 ° e IS 3 X& X I3 /4 i I WOODSG. G PAINT H.M. PAINT _b 3 X (o X 13 /.i G. WOOD G H.M, G l G G _ O O O v 3 T- LA lob 3°X��X 13/a E,WOOpSc, 1� 3 X X I /� i:, H.M. G PAINT HIM FAIN 6 OE ('r, 8X 1 3/4 F, WCOP 5.G, G PAI Nr WOOD PAINT (05 30.X &t'X 1 %q E, WCOPS,G G WOOpDOOR 1YPE5 u M E-r`ALI Cc HIV-VAU LT POO lz , Co H IF , 21 � X ISTI N6 Iz��I� T P-�Ib.l IJ. brO N �r , � o r- > X 8 q i -i Nj G' L1� P�E1� 1 1 I G IhSS 2 _3 xwBX 1314 w�D y� -r PAIN Wa�D PRINT 67 3 0 X I� c, WOO I WINDOW SCHEDULE LTR -f`iPE srZE IZEIIZKS A 0 j+Opr�F (IN"5I�11NU� 3I-z"w iX 3' -amu h ,4{FP90X-. WII.IGDW Zlz� !od X toX I /4 : 3, e, H M roU -E HUS H, M L -AF e%_ ; Z3 o s 3 X� XI 4 c,wooD >; PAINT ►-+.ref. PAINT G I-AP�L,wIRE 6�A55 7A 3°X (og X 014 , G, WOOD E PAINT H.M; PAINT G' L•A6EL0WIRE GL.A�sq ADX c;g X 1/� G, WOOD S H.M; G'i ar l�, I.1lrz 64tsF�'I Z5 ° E %4_ 3XVXI G W GOD I✓ PAIN T H.M.. PAINT . IG �A13EL, WIWZ CA A55 7U 6°X (o`IX I% 6 WDOD _ Lk WOOD 71 30X0 X13/a �,v�c70C�Sc. D H. M, G, � ISA �E � TI--!�-.!✓�HPI�D Z(o 30X(0,/[,/9 r-_,H,14 F= PAINT H.M.. PAINT LA8>;L ?Z 30X (v°X 13'A 15,WOO D4�/', D 27 °X&',X *1 5, H.M. E r7AINT I-I,M, PAINT Zt3 1=X15TING t=U2NAG D0041 TO IzE N 73 0 3 X(9'X I!4 =C, WOOD f5 HM G LA&IrL�WIR1= GLA% V) VsXISTIN& PUIZNPGI= t?coIZ TO IzEMAIN 74 (o'X la�X 1% A, WOOD A WGY1D 75 (OX1W4 A,WOO P 5 rvDOD 50 309(gXIA G,WoOD 5 PANT H.M. TAINT ♦G LA5EI_,W19E GL -A% 31 a �° X C� ,X 13,1+ � VJG20D 5G, �' WOOD 7l0 3 " X 9 X 124- '; . 6 ,H,M . G wa©D 77 5 XGA XI3/q , I+.M• O �✓rnD 3.7 3°X!a$XIA F_WCOi 'c T WOOD WINDOW SCHEDULE LTR -f`iPE srZE IZEIIZKS A 0 j+Opr�F (IN"5I�11NU� 3I-z"w iX 3' -amu h ,4{FP90X-. WII.IGDW Zlz� botJRt�F-: HUINc, ;5'-Zw x roU -E HUS 0 ax;2'_o' {, EA e:'�YLIG4l-1't' A�'_o" x lo, -d' h -. 3°X&sX %4 �'. H. M. H.M. ♦� L•A5t_,WIRE 61LAS5 -79, 3`sXhSX 13/4 E.WOOP5.L !; HM G LAaeL;• - 4 33 I , o z o $ 3 G 5 H'm G' LABEL WIRE LAye` I -I /4 E wcto D 5G. I �. M. G L.A131:L 7� � x G X ► /4 , w©ov r W I N hG1,1 NOT E ; o S 3 C 1, ! 35 :30y, X .l /a 1 WOO Z WOOD So 3 X (� X I /4 17t WOoD F wo�I 7p r ,�'I `� IT IS TSE ItJ (" f.l I' OF iHl� � i ✓ I�-TiCahi z� Nr TNS. pz� wl�� s - \ 0 3 Nte,v--�• TI-}� N� M'nF�t�JK�{ oP��,.11�c�, G->:r...�=x:=�.:r-��tiD ILl +�Ir�- k.il�-I--I o X 40 s 2.Q vJaOD SG WOOp BI 3. X (n x I /4 G, vJOOD t: H M G LABEL ,WIRE LAS X 1 / I a,r�Ncr I�Ic�1r�Y «r",Itic�Z,r rHus Ha•4E_ �aresar�t�lr�c� Ox 1111JIa�l.J �-iza_ -fH cc J1C�GT�- �#-1[u-4._ cG-c(Lt�ItJnT7= THE �Jo--K- e 37 3 � � X I a 5, vvIOOD S,G, � H, M G I ASL- 82 3 7X Co X I /4 G,WDOD _ o � . � F �G.PiF=1GC•.T�_[� LkF-("�_�- F` I�-�--L'' M�8`.-�tJK=�1J1�-1�!i�-j UF�lL-1=l�. A-__ i��. 5 H. E (rHR VAL-T' POOP-, zo HI2.. g3 3 X (o X 17/4 G, WOO i hi�'at� Dlr�,t4-r-lor� cr= � ��Ic�-rlriN ar,ic co�1r1T � v� t Icr M Thl« v� � ° 8 3 ' ° 3 'G F�t_E , 84 3; X /o X M V_, WLODSG E 3q 3 X to X 1 /a >%.Wa�>75G I I-I•M. t -A To Ilu P� -r• - r3r-�Qz� 3 HM G' L-A8C`L W112E LAS a X 3J (35 -5 X (0 X I /k G, WOOD E U 3 X (0 I 1%, ITr+z tit t� c� Revisions: — --- _ 3" X (o ` X 1 3/4..WOOD'..,• Z WAD 0 3i X (o X L/a GWGUp HM G LAPEL, WIRE C,LAS6 32 3 �H LA�L-, W 112E USAS S ; •- '', �+Z 3 X WGDD T X to X (/ 4 G, WDOD M e, a P 3 Contractor to verify all dimensions e t�hor�z� Co Il4 woo 5c I woaG y 1 - 43 �✓ X (p X 1 /�# ' •�, H.M. � H f� g8 3', i� i� `✓ r D � in field before beginning'construction r rs o e x is G 1IM 13 LABEL e-f�' ZE or ordering materials. r yq (o X (0 X l /4 Ar WGYJD WUol7 £'P� X (� / H M K THF `>I cl P ° Do Not Scale Drawings. p,, WotJD �j wooD _- 90 3 X (Os X 1�4 G,V�a2p 1; HM GIA I, ,WIWULA95 9I a°x &a x IN WOOF YARMOUTH .TOWN -.HALL qz 3°X�ax i3/4 Ewoop6c. HM Yarmouth, Massachusetts 93 4 LXG B X I �-/j E WOODS.C. I WOOD 2 H4rDwN r5 NES, cENTEIz Doolz oti1 bcz�h NCTi DOOR SCHEDULE .9q 3° X G" X It/4 E.WOODS•C, I WOOD 0. 5.Y. vALVE ----- 95 3` X Tog X 13/4 E.`r/00pS.C. Z WOOD G LABEL Hi. r -I r --r- �T'�V �- F+ `X-+ H R r -I � =< T Pf fJx� C - Date: I I - 2 `S� J JobNo: &i I (P 96 36 x G" x I'Y4 E.WOOps.C. r PAINT H.M. PAINT c LPABEL Scale::Na4_ Dwn: ��L E PSN > l�J ?/�� c' I�>✓� �g 3�x CoY X I f��I E: H, M, PAINT H M h41NT �V5 (_,6.r A20. 17/a E,H,M. F� PAINT HM P/ C, L_G.E=:F_I__ ,oF'-v1HEO51ONS� j I 1 UJ ' S4 1 b� 2 6t foKLEP!_ — — J I -,- �' 3"Cauc,. 5LP.F3 oiJ Cour, spa 1-- i, q I I 2AC�A: ST L DK. ForzM o f FIU, F�, EL. 5.3ho Wbx(-VIA xIJ1,9\J.1J.F i i � , ----f U) FrU, Fl-, EL-. 10'- 7; NOTE,. l OO2V1.NATE ALI WITH ', .. _., .. .. _ ��. .� � .. _ ; m;...,�.,. , ', .. _., .. .. _ ��. .� � .. _ ; GENERAL -NOTES •, - �._ LIVE LOADS _4i , ......................... Y...... ..::. 30 p "s.f. . V.F a. o.................. First Floor ........ ..:........:...... p - - -- - - � � - FOUNDATION NOTES .. �^r n-r.nftir�a , �. to be carried to elevationa showTs on,drawings:end deeper if necessary � 1. Footingsshall .; .0 tons er`Is uare fo t safe be4rin _e_sure of 2 _ P 4 >. ,. .obtain a 8 P _.. .., .. . _ L UT ,, concrete is to 10HER .+'i U .. ..,, to`bean .the dry, no ._ .__avations n3 foundation construction is X r � 2. All e a OQ \VEl P placed an water. . • I 1 -� _acct on frozen soil 3.: No footing »hall. b_ P - 3 t ed in 12 .la err &STIFF. f� below slab _ill shall be lac y \ eE HESH t0 S1c�P ., : 4. :Where _t is nece5sary:to .raise grade. P i }JOIJ GOt.k:ASIVE VI ." } @ A ST IZ$ f AS D1557 Method D Procter Test. HEtAL FcRH .IaiIJT. __.�_- L, � ,, .- b ' compacted to 95X o , , .. water and:other services as Ye uired. 4 _ a.'e. - •� f5 Purr it Io •c=5-9 5. Provide opening.,_for electric, .,.:..,- 'n level courses full height, on floor to floor with construction joints STA12S 6. posrxoncrAte a 8 ., V.a -, �e vertical. s f " , Co T oiUt I LAB O!J G2ADE ",. IJS ,1 lJ 5 :3-- -� .• ` 7. . Wirertaesh in slabs on ground shall be' lapped 8":at Inds and edges. , ` -'I T.-.-_ __ a r all ,A � �-- �: _ d :clean- coarseaand and ravel unde Q, p 8. Provide a minimum`pf 8-of'we21 compacte ,, , 8 - - *F,5 @ 14 BOT. , t11I , - ;-, slaps on -grade after top soil has.beenaxemoved. _ 3#svE�T z a VEL -4- M , ,:. _ . •.:, CONCRETE NOTES' • , 1 latest A.C.I.`Code. : L - •-t•- _ c..r' rL n bar -details shall conform to the 1. All.r.r.__e_euo_., and reinforcing & Manual. ... - - .. .. I: ;..,:nr.:.:: „.. .-_�--_ '_,..art? . •�. - .-. . `.. .. 28,days. ` "",-7 ;,_ : v.. .. -�..., ,., ,~.. �. ;Y:�,�: , .. , .. . _ , _. I ,.« e•m t t: , ccm ressave strength of 3000 . s. i.@ 2 day .., � , _ - �., _ , ., '....>?. -„ •�: _.-.. _ �, ,. ,�• ?, All eon--"--- spa_,_ have a minimum., P 8 . P NI . -- b U ne 0 \ 3. Minimum roteetave`ccveiang,for.reanforcments _ Z 4 (EA. Etp)5-3a.6 e. Con' on_.eta placed again st earth,, 3" IIOD p 1 Fes- I �, r'ea r t to earth weather or. water, 2 Nlu. 75 U. „ -�- b: Fo_m__ concrete esp_osed ...,y 1 • � N z 4 (o L . C-' 17 O G _ , F., s , _. ,• rave or stone fill, � 3b D1A. ADG L 5 Ct OU HE11 G01.1G. Mo15TEU f _ .,.,.. ,._: ..� 5- 5 -,. s::,G � c. Ploe_s oil sand ,,g 1 1, ,. 'SG�DIA. d. Feed slabs top an bcttcm,:3/4 :. COAT 1d/ 'iH I G k FLESH a -'►->.-•+-+.. p TM A615-GR60. . F �H ED ., [s. Reinforcing steal shall ,conform o,AS - 004J6t. JOIUT To D PE ITT CEMEUT Pl15Te BGFOR.E ti eouD Bh. �_ 8 z , # 5 - >,, a diameters at liter and at`corn- O lu, i - •-- 5. :All continuous ieinfo_cing bars shall_!:_ lapped -30 di P U \VALE AT AuY PaurA N POUZfuC, 1JE1V GDIJG�ETL, re 4e13 ter. IL,� '. err ti-�._..a;othervise'shocin. Tc:airhte continuous bars at non -continuous ends with A�UAY FRAM oPEulu4S Got. ! '� l t _ F#SGou. CEIJT6ZI-IUE _ ;:� standard hooks."Laa cohtiruous top bars at center between supports and bottom bars at t E�S5CTIOIJ of \VALE - - 0012JJE2 DF \VALI. pEtAll, UT supposts•as req fared. ,r � ;'' _A U.rs. PLAL1 u:T.S 6.. All foot+ng,keys.are to be 2 X 4' (nominal ) unless otherwise shown. PILAU � r� 7. ..All necessary "sleeves'and. inserts are to be furnished by the various trades. in`full , - cooperation with the Contractor.°. A_ heating 'and : 8. Structural drawin s are to be used in conjunction with.,the architectural, he g : - Q Dlll Ill ��A�.L 8 _ erred FLAU OF UST. J "� - III ventilating;.plumbing, and electrical drawings,.and ahese drawings shall be ref p _ p ents i es inserts' boxes. 'and hangers.. U,f,S• I e �C.TI OIJ A A to for size and Icc�tion Af openings, v P P EC`rI O LIl . 5 tailing ` ! � ,_ T rs and `accessorics•recomisetded by the-A:C.I,.Detai 8 . _ 9. 'Provide `bar. �uppc_ts,, apace scams t. I ,t'n not covered by 'these drawings 'or these notes shall be in"ac- iScnt_al. All.deta_�i g cordance with this same`"manual. , , a . 'e ui ment where': i t0: Cone retc bases critic anchor bolts shall be ,p.ovided for all mechanical q p rcai.,•_o, .- q '' _ panels not to exceed t000 square sl. - feet poured in alternate ] 1....412 .,l_.,_ cn grouctd, shall be p P :fe_t _=Ied an plans, r : ST_$UCTUR6L S_- 0__S - _ ` . ual of the ,,r,:_r., , ai ed :sn accordant_ with,<the latest Mzn V "= T. All strc___� .o tee.. shall be dot 2 .,ems, .,: .ard,shall be`:ASTM ._�6. A____e_:a-Fielding Society i. 2.Sh" 'coanecticr.. ai:^1? bc:welded:.or bolted. ' O x r ,.,-,,. -._ �'t .� t � be 4...high._trer.th bolts.. _.: � _, All. s_t..11 3/8 - O r D 10 - .w:-. c r o ed in con - V_)1?_ DA SASE FS ( 4 r -anchor boL :and s_eel enol s h - _ ^c i= _ tructural<steel one shop coat. Hencve v w a �a 'Paint s E EC1. PIPE a L 4 R1 5 n !1 not be painted , ,� _ z, � � _. J ,:., , . A , : trete spa P < , , g 8 0 8 ICou VEI. FL a : 3 L 51P. COG. F C I _ 4 �a+, 2 .4 $ A. b : - be b an a roved certified welder.:: t � - ,. GKoU•f S. t7clding shall' Y , PP � 35 6e Ho¢f < 25 - G rovide`suitable bearing relates and government -anchors for 211 ; P 4 LEVEL � �' r Md. I -o 'SEE PGU .. 6. "Unlass otheruisc'noted, P „ , m -- - ----- -- ---- 2 5 HIM) 3 u . I ;. wall bearing beams.. r 4 GPS T ,, thickness' -of �- _ - - rovide for each 4 thicknes I co'f. h < , I O � ¢t S _ : -. � _ \V.\V, F °7, - ., or o e^.^-a,+c zrt msscnry not -otherwise provide3. for, p I c T � G ui m �' # 5 5 rlU. FL-- 5 1 t a �!�" � ^•.1° S 5 - for' o enin s not over' 4'"'0' . long- _:_ ,,. , _, u ;, __..., :. o._ , tw _ foreider o coins u 'to 71 long' ( ,'I - .. > FOOTI I I 1 ...nom-- .. 5/. P S p. I '{�/PICAIL S EI'PED _ - II(I e . _ -�.s/._ ,.for wad__ opfTr additional lintel enings I II ,. i ther side of mason `: mum'of b bearing on ei Y 1 angles to have a -mini 8 � loose linte g , -f_ _. -, <.o enin s or::as shown 8 P 8 - - ., - n :construct I COIST. s'for structural steel during _ SEE PLAN" � 10. Contractor:shall provide all bracing and gu}� ., a „ „ thbness of columns. sl 0 FOZ ion to, stability`of building and;plu PI E(Z I I2 8 OIST:NOTES STEEL) . _,.: .,: Steel Joist Institute:and -shall be Q shall be designed in -accordance with:.the t ` 1. Joist 8 4 d 5 ,a .• , ,._ �� �� 1 I U n facturer.' . ,x ., _ _ ,.., ....-_ •#5 _„, ��F CAL. < E s fabricated by: an approved ma u 1 " 2 t, on steel• r+, - 4.-- , _. •• mum bearin of 4-on:concrete or masonryandi . -r _ _ 2. 'Joist shall, have amine 8 ,. SCALE . Joist #s} @13 a or bolted thereto as per'$teel steel. shall be welded 3. Each oast bearing on s Specifications. : - Z Institute Sp ," < 1 an - .•.. andbottom chords with .latera , o wall beams ar tops p t 'shall be 'anchored t _ , 4. End lois a 4 5 E -_ -I ends of brad in ines. chors-:at e ging Q: -- -- Specifications. ---• ._ e bridged as per S.J:I. p 5.. Joists shall b 8 P required. � .., s shall be furnished as r q 6. Ceilin extention ,., a noted on lin, to 4 0 on otherpis P de:standard eiders for openings up to 7: Prove h P o�J SSC IOI� ordin to the EC11 roofs and:welded thereto act g „ Q SEC1'lo� / 8 __ „, 8. Steel deck'shall be placed on the joist, _ stn. �S o v v . o sc1,E. a S o manufacturer's standards , . : X a_ � a, ,t. to S ecifications. r, 9. '.Camber all:- oasts as.per Institu p ] , ..- . o chords of bar "oiSts near _;.... � � 'rains sprinkler mains etc. shall. be hung from t p � s \ , : I Roof d P _ \the ,% , r � details-otherhall be submitted:'to t -- 1111 4_ `----'----- ne points. Support than 'to flus voint s 4 C panel p PP.. arihis approval.". : .. - . Engineer f • x Cour: '; �a e _ __ � 4 4 , , , : e uc, I 5 ►•� a 44 C' 8 p a a -e 13 top -4 5 AuGHOg.S e, r 5 6 5 i to ;W _ { . , s o o.G..( ELa _ FiU. , .. n< s _ -•t, ,�.--,_�_.�_ , COu1' WALL R.EIUF f COI)%. ,. ..: , #SCOLtT � > 3.,155 Bo% I „ , VE YAI� , v. DO :a. � #3@5 STIRRUPS SECT ON r :- SCA L,c_ .,. Z I �. 4E18V. r 4 iz � els , - y. t • ,.: G Revisions:' L I G A v Q` A. r SPa nc� . t'�0 MA SG 164 Plain 0 1.SAR5HPlclD. A4 46050 d. S an.and s acia .of trusses. WDOD,'TRLSSES ... :. a � • .:� � �, allowable unit stress increases, if aC fabrication of 'Wood e. Design' loadings and ail le a e s incr a s, i y. A�� � 2 A �1. 'Fabricator. Regularly engaged in`the-enganeer.ang..and , � y / Trusses of the type required for s minimum of three ( 3 ) yearaand amem f.' Truss diagram indz..catin force value in each. member as well asJ.ten- •"=' ' --` 'bar of -the Truss ,Plate Institute. ., _ �,. sion'and�compresssonindica-tion.-,All externalhada and "reactions are 1 / 2-..Reference•S Reference -Specifications: p to be indicated.W L '. ,y The design and fabrication criteria of all wood trusses shall meet with YRM4UTH TOWN HAL • - +.Stress -Grade Lumberand its Dimensioned drawing of each tress indicating �all ;members. plates and 3 2 Co National :Design:Spteifications forS armou ssachusetts _ �� •on •"T3mber � configurations. _ � Y th Msl in b " NaCaonai_:Forest Products Association 'Clastest : revise ) � g � e 8 Y __ n.. — - -Construction'Standards b American -Institute Construction n ,lin and errction..instructions.. �. " Metal Plate Con - latest -`revision), and "Design Light e ,� S. Design'Criteri.a -Trusses b'-Tr�iss -Plate Institute (latest revision) the. sameROOF TRUSS � .SECTIONS netted Flood Y TRUSSES ` s were set out in furl HEAL �oi� ru4EK as if those sgeC�fications and all xheir references Top Chord DL - 10 psf � T � herein. ; ; '• . P ._. _. name seal andistration „ 3. 'All:Truss desLgn .shop ;drawings shall bear the,, > _ Bot".Chord SL _9 sf tensed to practice in the state of :Mas P o: number`of a structural engine,er.,li p Dare: it-�-�� ✓obNo: �q-LLo < _ LL s 2.0 sfmiddleba s • shall be su lied b 3he.truse fabricator, P Y i rsachusetts.'This verificatiot► h PP Y. �. ' � � � 10 p e f e n d bays Scale: � Dwn: . A .. or by the;. plate- manufacturer. � - A . hFio���1 b E L.The,following rdata.,shall,be.included onrthe-shop drawings: AM fabricationdatar ;'. -- a. Design and g Handling and erection ahalleonformao Truss Plate Institute 0 ' Metal conntetors;'au a size of plate, location and name of menu "Handling`and.EYetting--WoodTrusses,CommentaryRe Recommendations" -a � � �. co of whic'h� shall be rovided.. to the General -Contractor. by, the Truss . , facturer. _ PY P r Manufacturer. f c. Lumber gradin of all ,truss .members. r. \ , ' / �"`' r'""•, _ - - _ TOP SOI L PAY G. C. i"GOND[NSATE ORAIM PIP!iII III =11111 11111= 014, FROM C-EILINGI TI-iRU\VA�� , 2 "V�Nf 'F_xFc tJDED -TO SIDc�. �L\v JND� RGRoUrJD ZObOGAL. ILII AND D!.t• To GPLASHPAM AT I � - �/C J ----i ; ,�- 10, \VALE � RI56' UP. fO �-O A6ov� Fl br-9 6, l FlJ"— OIL aoTTOM OR VINDOV/ 1vELL• ! , CA� 3 \ i _�; 1— GRADS \V/ VJrNf CAp 4 -- \ AHK. 5t 1 • t)ETrAIL ON I SIJPFLYFOR fILLALARM. G - FIU,to4;1(}fllj , } I � r pHAS> 2, t - +� CAN DENSATE bi:fN WA1�Hf�� R F'f11 STAN: PRMN G 0M I � �� l•T 51.101 k II aTE N PIP! 3 I. _�_ , I CpLll„4+IU �) ILL Ox 3 G \�/I IJ I COiJDEFIS DRAT U� r - ; MPI Fi�OM Cowb. ATCi� p �' I pEN.$Pi�(ION1HRi1F\vALL III FRDM CONDENSATE PUMP I S€ 'I !PUMP PTOMAIQPL ,I — ADE Mw• 6C EVAPOL?ATIVE F ( �— THIP -1.1 1VALL AMD DM. ;TZ) GP1.4sN - -- il I ! coOl.Ef SNALL!SE IN ACCOr-DAficE I I — ?A�! At i30TT0}1 OF 1VIND0\J-F- , fOK BOILS P f M. •i , -� C,FZAOF MoUNTF D. \YI N ALL Ap LICABLE WELL. - :,.-3/q-. - ( f--+--�I _ E.•(AIL, 56.E.. i _ N WALLS' I Ir „ I a !4''DwC�,113.- z: i.ABOVC.FL. I Co DFS. - �' - -- --_i. ! ... _— --- i j 'fi I tti L OIL - 314 I sG -u7z-\v. 5 lz t r /— t �! �; f14 GA.SfL. SLEWL `--' DN.IN COR!�IER. i I I�' � Wiz. , r i AJr.lE LINE %2f�&L OIL SE•1Z Nu. I HP I \_. it ; I pu J UNDE RC,ROUaD- - 3Nfz F.D.-PRL,Go : vAJLT HALL 4 Him. Or1�N PLATFORM „+ , < +-. I_.a J fo eoIL�P M. 5-N/C.\JAfEa SUPPLY RETtJRI� rsoo E9A r LAT fOR{�j PFS �G.�\9-� ;.I 1 - - - - 9 - - - - - - - - - - - -- - R JN Jt !DEQC�%OU}JD (b C3OILDI� RdON1• VAJL bxb` Duct " /4 N K, wgTE f Sr fz -1 I l! I I " 64I\VALL OPE}'Jlm� 5jU6 U�. jYPICALENCLOS i I 3 ` + #i, 11JLE55 oiN�R\vl5t I- ;I r9 I; 3/41 \YAfE R SSR DRY WELL DETAIL Nu ED. 3 I ;; ] ' I I ;Illi DN. iN coRt it;t° or- !, I M q'-.! } f,X/o RECIIS(�� NO SCALE SEED�(AIL® �r `- - --- -- �\9--�% BGILE p- rLM. 8x8 JL. LISTF D,3 NR rr0VIDE RF1Q.D Cot15,5MOicL/FIIZE 5' y BUOC.}tIrJC-� AF4dItlD . �I � SM L 3NAM A Efl� .}� I 1%Z COwD• DrAM PIP DW. CORNER OF \tilINUO\J _ :.' / 1 -I t ;\� I }--� +'t � \SELL• PRO�IIOE SPLASH PAW AT BOTTOM Or - it DAMP�F. $� GUYED '(b � 6� OP�F�iIN<i IN WALL � � P � R � � 1 EIJCLOSlJR6• _ WALL OF VAJL. O P S'( T 3/.--L a x WWDOC\ WELL T T 5U POrT rE.FI F_ 3/411/C W. t✓ . NP h : _- --._ _ - - TYPI�Ac.-- I I ii PfFCO MOD.5o2029V. (TYf_ For `5�rFF-f ) f�N.PtAff%FM �i HP 014 6 N. FL9F0RFa (PLI�YF�KM 13Y G.G) DP. AI A _ N�MIDIFI>;f�. sEE s}'�. I1 1,`I;I 5 ON �\vc,.M-2.GcNtJ: f �I Z G i 1 VAtJUT 5L) LY/ P_Ll FE_Q5 1/2"oRAWfo UNVEF- �_� - I 2yr �I/9, I it 3/4 N/C.1V.5�RM. DjRO) A ii DAMP MAIL. SLAG COt4DDNSAT&" 9K8 r A i DN.IN51D6\vALL.jYP JN LESS a D(cAlhl sY6(�M. r!o LAL�. �- I/2`COLD \Y. AKE-tlp I r tii , of I 12- P!; T Np �, \..: � � � `� - GO NDLNGAT PIPih[c'i TO I GomDENSATfi DRAW PIPING ; I ! -- _._.._._ _. _... -- I _ e { I -i (It Rum ZELO\v SCA3. 5/biNICK DRY`��`�',LLTo DW. FROM CEILINy THRU WAIL r'. ; I I i I Govt i'Y .G/ : j� _AND ON, TO SPLhSH PAN AT �-- I �I)-It j Hr -b , i O i 1, t7 r� 6OT70M OF 1/INDO\V \YELL. ��''- " I 44 VA -JL -fl f24&f.AIF SAME AS sNprLy-sb-4 f----J 4 i, T DZY\VEL- fSY r. G. - 2°CDmD• I',PIPE RU1J UNDERGROUNID R T. I� TO DRYIIV�LI , AI� I N __� I r.:�.._ 1 / I � , NP otJ N -PLATFORM I I CAp2 NIG wAT�R I I, LT Ifl 1�4 COWDFJJ54T- DRAIN PIPI�ICi ZI ) rl 4 I S�PPLYE�fZ T.F �❑ i' 'COi�D.Dporl o FROM CDUDENS4T PUMP ------ - �! /Z - _ i s ��lI) C7 ?'G` I i 4 1 ,�1 " PN ASE 3. , tJt,.IDFF SLA, 6STS E.Mi.TWI RU \\IALLAND DN, TO SPLASH I ------ PAN ---- PAN AT BOTTOM Or \V1 N DOW I -• \ l ' ' i - ---- I : I � I r. I , . I 4 r . 1 i r C) YELL. ✓ I _. -1 _ I E "-- — 2 \ - - -- - -- _ _ ._ ----- - - - - — 5E,010r I A-A.VF ICAL NF-aT D IN CaR f y _lz'xla" j I t0 ' __ 3Jr I RSI I j I �,� Pi1MP Ui\IITD�T(AIL 36"Y24'FRESH AIR _ NP 1 N� P ( N t I FMP P ` No SCALE. 1IJTAKE LOUVER - % �pTL 1 1 X14 C�2, - - : .. : • Ili -I--. -. _.._. .. ._...� -_ �... �- __ ._- �-,. �--+-` -+ , -_._— J"`t' e � i � - i " [Svxt2 28 x 14 ;i,L-J.- _._�' = , 'USEb F Fef..AIF 1 ::- -D- D t- L -D -f D n -- �714 X Z'Pi DN. TO FLI/^� ��T�_4I -.5 L 9 I 1 I.i I+ 't loo --- I J HP _.. _ I Ll 4 _i = _1� L' _ L _ ►- J - :s._' 1 - yr L - - 11 )I p. I I.L... .. W 3?y..i. 6t. ?.i II C7 t C2 - i r + L Z 13 A.,-... d.'. li 12X3 U r nl O N -/a RR2. 2 ABO 6 Z6-,14- I (' I I L .,i-1 I r2 T __ —-- ______ 'I�. _ iI N I/ ----p. - p. el - '-%T4 - P vl IZ'ic24" EXH.'LOUVER, ' RLN DU GT\\O RK ,�_ J i ,i I ,,) 4 .. � /'-`•'� IN SOFFIT.- , i ----- �--\ -. 'L�:�. T •D 1�4 LO!SD. PIP��S-ROP DN 7 i I Ll r A I i Fo�R pRiIEJT MACH. Fol EXACT I I �� \ % ., IN \\/AU- FTZOM MMN FL.' I i I 25h /2 G. I I # --- G$ _ - _ - tl - 4GASlCIN of QF E>_ { SOFFIT 4YG Q p2 ,_. �L. _ I , .. # � I : �----� _. ____ _ -�,�: � ----e= __.. '_`_.�::.„== ,, - _ , �, _ _ _ . � __j ___ „ I I AMS StJ l`�o"i�. F+��. INAIAUSTIfALLY U1_lED-. I ) l 4 �- 2 I ----- R� 6, - it DRA\\iUC� A-5. I I I��= - __ ��.. iJMtDlF1E.R.__ ' ._.__ . __. '. 5.5 Lt, HKR CApACiT ( i _ Sp -t31 d I += , t— — — - C� i —' — _ — — , — (5a-5 G.00 DW6 M I , AT cipmuocq .. ; it : , I. s., _ �T•. •„�2, %,. 1 r'^ -i'1 + _, /' '_,• sGiDN.i I I i_ -•_. � u I 1 (�, r r , ' � I, I, \ .) ; I ��. .: .a --r.,-' I . `µ: t --• f I I � /z AP 3 Iii R T 1 + _ . � -... - 'ir -•- ��`�4 j r u _—. i {. it l Iii � ' /'-��� - �- j — �: _ �,( II f t'Noi�G. \Y. �. FZ•. .I U �. / :II 4 g- � I r/ k9 V- --el I lill,I 8 6 �: - __ 1 1 1 I i5TU5 o N II �i - E 4 I z� :! P T i P- ., . L , . 4� € I I , I I q - �! � � I -\, 1 ; ' 5,0 � r,. «7 '`�I 0 -l.: i•\.*Y.'� I �T � .+ ...-'f I _r T � . 8x6 ; -: - .-�.....- _ .'� .> - I I j IVLI `-- -- _i ._...�.-_ I L1 i ?-T'h- _ i `. I ,% 0 _ PROVIDE DU ¢. I MOUNTED AIR .' c IrZ L I �''I 17tACTORS FOR I- - v Ito ! i i 2” I - �I' L w I !�'- i r .� I EA. SIDE\VA,LLl 1 �D L=pb_- R G SUP. I . CTYPAFOW, S _-- /I j i Z/z ( (R Izo II I1AID N NP I HP .— STAB ITo NPS'fikro I - (2) D Y61,j ( RY lJ 4L 0 , I I 1 i i i I ly2 j �N/G:wAO;R S�R.t)P. GOEJDtNSATE PtN1NGI 0 RUN /4 O/C NATER 5 F Did- ®EEO\V SLAB- ___0U -- f (-CO KI LDT2lklF1 PIPING D 6P DN.11''tN i 1. _`�".� rI Cc� 4{^j - 1 (i— - ALLblAY ass rHP. CORNER OI' H 2%2; T' ; I I it \VAlLL AND RUNS TO Dkt YELL. -. -71I � l 3/ 4Nk\v,5 i II i' -l� i 13/4 f \-.I- d- I{ r - ' 3- OW -- 4 i I ' I � I I I„CONDENSAT�_'DR./k1N �IPINCj I ( ---- I RiSE, UP TO (�KgUIJO FL. GEiLIi (C . FO 4 1 I---- R CONTINUA 100 SEE FIR51- FL. PLAN, 1 ; - i j cAFJDCnISAT_ PUMP LOCAT'EO IN SPADE UNDER STA 1r .,.'. LANDINGI• '_MiiG c. I I _ GROUND FLOOR PLAN .\� J/IT/n �M(1 C.A. CRpWLEY ENGINEER�lG INC. CONSULTNG .ENGINEERS MIDDLEBORO. MASS. �tt0 OP . ' 'gO�THOMAS it MATT r� r vl � P •6iQpgAt�±S Contractor to verify all dimensions in field before' beginning construction or, ordering materials. Do Not Scale Drawings. 24'r G EErJNEcN PiooD H�CW Su P. THROAT 5176: 12x1$ 1q HICW. gET a - J CAP• 2'oxz6`. O At C 13 R O 2 t ` V i �''`•, NOD slt[:�2A>< 4X4 � N( I2'xl8 i If' MIN i" y uNlou(1YP) F 6 I D I I _� BALL \ALVE I I _, f P oo CkJ H� i �' \ i i I , ��I• is I l" � P-TIZ,4P LASYIItIGICOtJtJ % CAII�'SY CJ 6 �- - -_ ------------------ --f- =� I� —, -�� r- t — fz I tt rLASIAINC SYG.0 I MAtJIJFAG�IJIZO� CONN. GOND. DRAIN TO GONp. D241N SYSTEM UNDER $LAS u. D.+ j Iir� SLoPIn1Cl Foo =, �: 1✓ I i�EA('FJMP PIPItJC� N_JAIL�DO��/0 f�D) t i t ER 2 II,, y Tj2A �51(IoN TO ROOF I IoOD NP1 [s�: 12 '-- �coNN�c(IorJ SIz� �o scALE I �D II 1ConID.DRAIrIPIPE -/4 �- -� ---� �IEp •� ,�; t s` 4 I I i / DP-oPPo\vrl. I � J. - c 9�M11 , G � D RAN 8%. Ex � _ T T I IN Aff 16 I COND. DRAIN PIPtf ll \ AUTO. AI LI _ �1 n 111 1 UP FROM SIKOUNO FL i VENT(jYR O �c til �x6 - 'I, � Ioze EXH,Dde-T RJrd i+ Ili -I 8x 6 1 M'� I IN Ai11C. I �� BALD VALVE IIS UNION (TYP� -- - t2 4'M N. Tl YP.) - IrJ I r- - ALL v O 1 51D6� L6 DRAlt,.off VALdI 6Fr _ --;.-� II1.} SQA SP\vATt>jz Ttc�Nj� C1 ,© _ RAP 4 -JF SACO 51D -, P T �? }I�z COIJD, DRAIN PIPW(\ DN• - H/Gw.SUP. RF LIOxB------ 17t'--�OUTSIDE OF \vALL TO \VINDO\V _}' 1`,l I I, \VELI_ AT 6KOUND FL. t�VEL, --H/C W. RET. CONN. cowl-- ,� 3/. I' t_,�..� I' - DRAIN TO - �I' 4 [ ,I KOOF EYHA JST HOOD DETAIL CANIS, DRAIN NEAT Pltr'IP I�IrJ DETAIL(IJ FE -D) SYSTEM. P P 11 i L {t5 Ox8 JP 1HRJ t IO SCALE Roor• foPYOPCAP l NO SCALE NP-_-----\d/i- It Cf Ho'cAi ZE'I � .. I It 1 ,) I 'moi I D 11 0'r Cy 1 /0 12.1 1 /FP !i , ii t +' .-,'*3"`�", � I i Co �DEt�SA PIPING R111J it I I >; GPb ND PLoo� 314 COIL rjC, T ICAL) : �• r Y / f I \v ----_-_ � ;,—__.. 'r l , ,_�, ., .: �) .n. • I 1 ice,:• 4 �...G)• 1. i i-'' (p, -C„ ; I i , ;�J"_��i"_� , l�'-�1 ' . i - �'•C�'- 1, � "i'' _ � —�� FFr ;.� / I CotJD. DRAIn) PI P(, DROP DJ. 3 /4 p HP NP INP H ! HP N 1, n L Ii, - • IIT t ' JI I�S A v D7 ro D p __- _ — —1 —a L� ( corJD.n rC —, INEERWG INC. ---�' —� —=• j: .-- 6F IDxlo � 1 � I 1�4 � , I ,3� { � � � - ---I � 'i 111, ; — a I C.A. CROV4fLEY ENG %- _ t I F1p� nn!• �, _ [ I -- . _ j CONSULTING- ENGINEERS _ D(JC1VoRK IN , k }� , Ir 1' -"' r MI jI 10 xa� BI I I y' I Ir`' 1: MIDDLEBORO. MASS. to f$ A I C: I / ", r �= s Np I S \ l( D o- Z°x6 IrT- f 12x12 uP fNi'O.1ZOoF /. _ I10ROIPCAP, \Y/f2h18 (i�OA{SIZb _ ; IliIi I� 8K6 �lOIb FLEX.UJcfI, �9.t11 a 1 ora T S; to Yrj f r -4) .— I2 f loxlo ON i s I i_ r Ay Ito, A I�. ... _.^ :, , - ._--._.� I I i 'I I ..,. �j�l��'� !z nG �t I a � —_.. _ .--__l_... -•- ' -- -- _ .I -7 /"'� � .� -� � I � •s. t/ I€�,1 I — �� , p ET a 1 so -1 S� I' ( I x6 cXJc7 RJrJ f 1 sr 1 - 225, I I I t �.1 I l D— •- ___- -- - I --' o�a1 16XGXs(y(tE(t �l� iI I I 12 I I L ; -� - -- t % G� - -- -- IIP ) r - —yI,-} J_c.o t't r ' L 'S' t U.0 L>.+1 i J i. t_t= � � i ,:' 0 1. a -r ti?. 1 I D ro I r' j, -'• I. :]�i -.-_I - ' i i � Ik i' '-. L,. { I'CoN�. DFAIR DId. - - " i I, NP It 9- --, HP X11 �; DI !1.;4��gi I --b1� �I i � Id.S� c, G 9 APMS (aotJG, Hob -2 D �[x _, I I ! I_ I_.✓_ \-- j (S q 1� t_ �- --- I �` /_ 1 5 fit HJM1o1FIER.GAPACifr L._ 1 d i 5.5 LA/HP-.(SU4SFPz- -�^'-� p t -1 { x — / - eNiHls:.\4 ( I_c lrl(, �1 HP ;II HP I Int, --- (2J L R> T. Ddr-T E6 _ j j r 11F4pjJ i 4 I I 1 sic lorl8 60r�1N15ANc 6K5 of 1: T NP I �^ ;,� 9 I IrI ( / �(2)(0� SJPPLYD'l1G � ; \ �..��, 3 " : - - �D -` I T - 1DAM : N TO& FPcE � -- _ Q O M 4 #,T--= I_.:. -.I I �/ �i L4(4)MEjA� 1 I I r i2E8><lo 9--_ $. E -Z. SX6JP�. ( tile. -'Ifs --- ','.iI I I 1 Iox4"EX FI DUCT` !IIOX4 DUGTDN. I itj ,11 AiRg.MOD.VgooZ I E IS 5C2)��-P LY D I 120' DN. I'!!' NN l RUN IN AiTiG, it 10 SoKGIT,VENT, I' Contractor to verify all dimensions i �' f-v-�.175GCM1✓I�N) cb` , i fL�X18Le i. l 1 w _ 1 �,, I � i III _`4 in field before beginning construction (SE.D r,.M I FOFIMIA!I �•� ' , c : ; or ordering materials. _ r�{A _ I9oo Il (!!I Do Not Scale Drawings.HUMroI ItiR I/2 DFAI(`ftoM 74C SOP? ;_ D LYD l o Corm. D f o-19 5T5-- :_ Revisions: .. JIT SEG1 I P 'wlo SGALP.'I �r 2C01J1D.DFAIN' 1 �. - I �-DN. �.� � � t. ' +'II } t. , I I I i I, � r p `•, xm ,;%i$ c -.—a-.!iiI13,4 ' •, . I _I I ' 10 Ca v __ �< a (_ � I I .i I. z•. ,., , � : �•• I t C3 C r :. b • _ � , �(_ � ') - iII ,.. -.� � �. �--,--•�'—. - 1 I , t I ,:�a. ... >. ..� ... ,, �. ;� _ [il NISN F, 1t45fA11 AM5{Ro1lc MoD. 1 1 .� J D 1 \Y11 1 SHD�yo. 4p_y I,r - I I Q 2H MI IfE T —� F o HAV cA AGI o 5.5 LS/r1 :M ISTJR 4 - SHALL A P F i2 _ L. I o d . Nrn >; VAT -AAL -2600V, f�N � ATT i � —�— � . l � ' _ ---- --- ----= 111; Cj Ii i I,!, L - _ „ _—✓ / ..�.� ,�- t k .; � � Al M i 1 f�1RriUN $ INSfALL'(rIt;FMoS1 TSH D STAB - { ! IIiI a ; 1 ISD - D AIr- PIPL AS SNOro/A1,JN' oM5 125 G31. N� M -5A SHALL 12 h° io F °T I ISI, ,_ � �pDoRN: - B� sr j AT x s'r � HDMiosfA AT 50 . P11PrIIsN _I - t I I i Yarmouth Yown_Hall._ - ILISTALL A1� fLA\V >_ F -A L _ � -'-- _. _ —___ - - - -- oPF.RAit oNLY \ HF,N f`'�,1 _ 5 oPF.R P Yarmouth,M ssachusetts: NdMIDFIs sNAL ioToPERAi� \vNf rJ 14 T PofP 001fS AFF -'IW c0ou0c, mom. JIJ ABOVE poJ1JD 5 0 6 A E A ZOSV l &OHZ. R . n+ t tPy - —_ -- ---, --- A)M D P P f 1 t PN. Looz c>;1u1�c,(TYr> _ _ i_. I iCl: --' _._. _ _ ! __.__ _ - — -- -- — __ _------ --- = _ - --- --- �.. --- :_HVAC.:.MAIN FLOOR PLAN, y MAIN FLOOR PLAN Date: 11 ZO 5 DoJob No: x= I -o o�Z Dwn.. : 1 IM Scale: j 3,x10 �,� D fIQ��SMOK6 tGr3olI DAMPY.{�. Accrs� t/C.vvHAit mop U` $TP.G 10K t I'CoN�. DFAIR DId. - - " i I, NP It 9- --, HP X11 �; DI !1.;4��gi I --b1� �I i � Id.S� c, G 9 APMS (aotJG, Hob -2 D �[x _, I I ! I_ I_.✓_ \-- j (S q 1� t_ �- --- I �` /_ 1 5 fit HJM1o1FIER.GAPACifr L._ 1 d i 5.5 LA/HP-.(SU4SFPz- -�^'-� p t -1 { x — / - eNiHls:.\4 ( I_c lrl(, �1 HP ;II HP I Int, --- (2J L R> T. Ddr-T E6 _ j j r 11F4pjJ i 4 I I 1 sic lorl8 60r�1N15ANc 6K5 of 1: T NP I �^ ;,� 9 I IrI ( / �(2)(0� SJPPLYD'l1G � ; \ �..��, 3 " : - - �D -` I T - 1DAM : N TO& FPcE � -- _ Q O M 4 #,T--= I_.:. -.I I �/ �i L4(4)MEjA� 1 I I r i2E8><lo 9--_ $. E -Z. SX6JP�. ( tile. -'Ifs --- ','.iI I I 1 Iox4"EX FI DUCT` !IIOX4 DUGTDN. I itj ,11 AiRg.MOD.VgooZ I E IS 5C2)��-P LY D I 120' DN. I'!!' NN l RUN IN AiTiG, it 10 SoKGIT,VENT, I' Contractor to verify all dimensions i �' f-v-�.175GCM1✓I�N) cb` , i fL�X18Le i. l 1 w _ 1 �,, I � i III _`4 in field before beginning construction (SE.D r,.M I FOFIMIA!I �•� ' , c : ; or ordering materials. _ r�{A _ I9oo Il (!!I Do Not Scale Drawings.HUMroI ItiR I/2 DFAI(`ftoM 74C SOP? ;_ D LYD l o Corm. D f o-19 5T5-- :_ Revisions: .. JIT SEG1 I P 'wlo SGALP.'I �r 2C01J1D.DFAIN' 1 �. - I �-DN. �.� � � t. ' +'II } t. , I I I i I, � r p `•, xm ,;%i$ c -.—a-.!iiI13,4 ' •, . I _I I ' 10 Ca v __ �< a (_ � I I .i I. z•. ,., , � : �•• I t C3 C r :. b • _ � , �(_ � ') - iII ,.. -.� � �. �--,--•�'—. - 1 I , t I ,:�a. ... >. ..� ... ,, �. ;� _ [il NISN F, 1t45fA11 AM5{Ro1lc MoD. 1 1 .� J D 1 \Y11 1 SHD�yo. 4p_y I,r - I I Q 2H MI IfE T —� F o HAV cA AGI o 5.5 LS/r1 :M ISTJR 4 - SHALL A P F i2 _ L. I o d . Nrn >; VAT -AAL -2600V, f�N � ATT i � —�— � . l � ' _ ---- --- ----= 111; Cj Ii i I,!, L - _ „ _—✓ / ..�.� ,�- t k .; � � Al M i 1 f�1RriUN $ INSfALL'(rIt;FMoS1 TSH D STAB - { ! IIiI a ; 1 ISD - D AIr- PIPL AS SNOro/A1,JN' oM5 125 G31. N� M -5A SHALL 12 h° io F °T I ISI, ,_ � �pDoRN: - B� sr j AT x s'r � HDMiosfA AT 50 . P11PrIIsN _I - t I I i Yarmouth Yown_Hall._ - ILISTALL A1� fLA\V >_ F -A L _ � -'-- _. _ —___ - - - -- oPF.RAit oNLY \ HF,N f`'�,1 _ 5 oPF.R P Yarmouth,M ssachusetts: NdMIDFIs sNAL ioToPERAi� \vNf rJ 14 T PofP 001fS AFF -'IW c0ou0c, mom. JIJ ABOVE poJ1JD 5 0 6 A E A ZOSV l &OHZ. R . n+ t tPy - —_ -- ---, --- A)M D P P f 1 t PN. Looz c>;1u1�c,(TYr> _ _ i_. I iCl: --' _._. _ _ ! __.__ _ - — -- -- — __ _------ --- = _ - --- --- �.. --- :_HVAC.:.MAIN FLOOR PLAN, y MAIN FLOOR PLAN Date: 11 ZO 5 DoJob No: x= I -o o�Z Dwn.. : 1 IM Scale: j I COOLER AT GFADE. Oo>`I c. PAD BY C-1. G I3� and 3sip� / � 40 C-rAL,. t;;KFNO5161,1 TAN IK. Hf 5t.w,5 11 R 10UI C�Lnv✓ftrr.�� MAKI;-UP I I .\1/ rJ � / BP T C. Ue f t_ vµwK B�.Loiv�rq�A�PI= 5 +1/L Ww' T�) PT BASED ON SINGER - 1�E�6u�cE KEu F F 2' t IPE (i FuGf`' \ I L � I � J EVAPORATIVE COOLER SCHEDULE a TE I M NO, MODEL N' NO G ~t A1T• 4 t+'tE ):,<..y "' i_I ,P• r LV6, w,\.c'{ -E .ry :.; L„ ^. 3 0,= W . T DUAL FAN MO OR '-'WF MTR i4P I HZ -, , i-il_�,A�•sKS r GFM RPM HP V PH _ 0 25 ER -2 + 12H lox 6 1 (oU EF -2 135Q-5-4 a TOILE 425 ,o -Z5 EC -I JW 55A 150 Sb 103 91 76 Iqo FI 1 ZOr3 HEAT PUMP.SCHEDULE Go 40 SUKIP HE.NTER 413 .0.25 ID50 1/4 FUEL. OIL STOrLA,E TAN�IZ'-O.6XNAU57 KEG 15TEK : ``�-, .�. ,• UNIT I07EL NOM• O.A. EXT SP• CON k.) W/il COOLI^dG 90 EDC -�7°EWE LAT HT. HEATiNG(70°F'"Eh� NT.AC35 ELEC}'i. X50 REfWRKS THERMOSTAT HVAC DETAILS&SCHEDULES.. Na. v0. cfi't CF�i oil�Q GPM YD.f'G EWT'F L`� °F KW -f°JT iv. P:T 1�HR• EW T eF LWT'F KW P4DH MBH V PM';N"L `: Oc. PE2 TANK flAt.lUi-.'ZGr. UCi f�25 FlcGOM[ND.� of �. Ca.0 G ZIJ6RAL CONTRACTDK H P-1 230 - M -i - 4 1.53 4.5 91 103 .95 G. 2 q.8 73 _ - C. 5._- _..1.10 I0.3 G-5 205-1 . 1 STORAGE TANK.DETA FUEL OIL IL � E.C.- ELECTFi4CAl. CONTRACTOh C-5 _- SD M-2 - 3 R k9 . I _ _ r - ,. _ ---- uucT wl I So�rsl, Ir su>_l, t ,y . A'S Nott= 0 IZ �A GRAv�t ti , NUL J ,. - JA K Pr,�wp.L 3;n. SD 3: HP -2 WM-q0 C-5 300 - 2.0 q+9 v E Sb- 4 .83 8.0 li-I c. •�' C l IN D FF _ CD E L G UScR .1 e _ Town all .�- armouth o H _._� v. i? flI CKFI Lt. \VITfi 'Y �- e 4 0.87 10.5 7,3 t easED ON M6T,nL.4tR'E i HP3 3co0 - Z.�o 4.3 1.2- 10.7 15_Z . - : IIS 1.34 1q.4 Gi:B . . __ _:.. _ . ,•_ - GSI HP -4 WM-15 420 - 3.3 . 5.3 1.9t3.lo 20.7 I.gCo IG 5 12.5 J C 5_ HP5 c 51Q 540 - 4.1 G.5 1.83 16.8 23.q 2.0G 23.5 ICo.4 HP-(, LHP/9 Z7Do 750 24,1 9.5 9"13 CIB-6 17-6-.Z_ 10,5 IZ3.0 67.4 ZOPI-3i HF -7 FV -Z60- Soo - 6.0 16.0 2,-7 26:0 35.0 !I 3.09 30-0 (9"4 ZU8-3� HP_s VP -too 350 - 2.3 16.0 1.19 `i.9 13.G 73 (,5 1.21 II.2 7.-o7 7ob-1- I COOLER AT GFADE. Oo>`I c. PAD BY C-1. G I3� and 3sip� / � 40 C-rAL,. t;;KFNO5161,1 TAN IK. Hf 5t.w,5 11 R 10UI C�Lnv✓ftrr.�� MAKI;-UP I I .\1/ rJ � / BP T C. Ue f t_ vµwK B�.Loiv�rq�A�PI= 5 +1/L Ww' T�) PT BASED ON SINGER - 1�E�6u�cE KEu F F 2' t IPE (i FuGf`' \ I L � I � J EVAPORATIVE COOLER SCHEDULE a TE I M NO, MODEL N' NO G ~t A1T• 4 t+'tE ):,<..y "' i_I ,P• r LV6, w,\.c'{ -E .ry :.; L„ ^. 3 0,= W . T DUAL FAN MO OR '-'WF MTR i4P ELI CT rtCAL HZ -, , i-il_�,A�•sKS r GFM RPM HP V PH _ 0 25 ER -2 + 12H lox 6 1 (oU EF -2 135Q-5-4 a TOILE 425 ,o -Z5 EC -I JW 55A 150 Sb 103 91 76 Iqo FI 1 ZOr3 3 Go 40 SUKIP HE.NTER 413 .0.25 ID50 1/4 FUEL. OIL STOrLA,E TAN�IZ'-O.6XNAU57 KEG 15TEK : ``�-, .�. ,• SECOND EF -4 _ 5P-17 CEIUQf - IZ00 1 6A5ED nN RECOL7D EXHAUST REGISTER SCHEDULE Ir EmSIZE i. TYPE MAX. MAX.MCODC REMh2kS RPM NP V P. HZ R=i 1A'•,tI4: ER_I RN ) b x4 t=`Ec2�MECH IZ(wM 160 0 25 ER -2 + 12H lox 6 1 (oU EF -2 135Q-5-4 a TOILE 425 ,o -Z5 2' BHf,%INUN(x S^ VPALVE C -r4-) rD G5}+U7'' I DKfk11v /%f F vhiwt-1 Cf{PIGAL,) f I I EXHAUST FAN SCHEDULE ITEM NO. MODEL TYPE �t1:,. CFM `'R N. RPM NP V PH HZ R=i 1A'•,tI4: EF - I 5SQ-7-9 INLINI= t=`Ec2�MECH IZ(wM 160 0 25 1135 1/4 120 1 (oU EF -2 135Q-5-4 a TOILE 425 ,o -Z5 1282 '114 SUPPLY., P-2 SCHEDULE LP -3008 150 EF --S BS -8-4�T Yu » T6ILET Y, -:E -9-0K 3CO .0.25 ID50 1/4 FUEL. OIL STOrLA,E TAN�IZ'-O.6XNAU57 KEG 15TEK : ``�-, .�. ,• EF -4 _ 5P-17 CEIUQf 155 0�1 Z-5 1550 X50 '� THERMOSTAT HVAC DETAILS&SCHEDULES.. -. .,. NO.. L.:DEFLEC.T. ,4L.O\� ;..,. - :E '.... �ENCll9 j ,Jx \ I -I �u EMr'�hk I>>_.. : N:C'. :R S r... - I_. i9sT MUYI =A lg TAt:iK OI= TAN .,, t. ^TWIG .:`k-1 SIDE oF.TANtc I 6Y G•G• IK1(,,µRE ulriz.! RE1Nr0E'.CtNG REUti�xMC:UTS54ALL . - ,. l _ . ©ND,.. StDt OF. CXGA�lIaTION. -... ExGAvgTtoN,aY C� G, `: Oc. PE2 TANK flAt.lUi-.'ZGr. UCi f�25 FlcGOM[ND.� of �. Ca.0 G ZIJ6RAL CONTRACTDK 510-i M -i - 4 9 x 9 GHFx rC 1'itLUJ{F�- GDNY F ; i� VAW E -PAD P! 4,4-61-'P} \\\ U P cy - r- �-_-;_ P I � HYDrOJIC p1fIt-1(; DEJAIL' Z srArl�gy 36)ICcombd5f10N 60 tLl'. C,N AI U)JVV-a 00 5CALE 51 4 - INE415T.\VINDOwoF�ENIN6..fl`OVIP,-IZ'DEEf COMMErdcINfT wIrNIN I� Of c�Iurlc-s EoN� * C: A. CROWLEY ENGINEERING INC.PL�OUM �OK''ExPAlsoJ 14K N OrT VALVE(IY) CONSULTING ENGINEERS nyep EECHINCa._ n 5 q" -- CoMMENlcloct wiNiN lfcf fl c(r MIDDLEBORO.kIASS r-XI� rr 5T. cCi��MN Y I _ _ _ - _ Ae • ^ ,�, I,-, LEGEND BASED ON GREEN HECK n' 1 1 � ' THOMAS� I301l.EjZ t O H/CWS- HLAT ING/CON DENR. w.r;Cr, Sj _ti MATT Hi MODULES . - -HT J ,s Vgt s _I/C"e✓F:-- HEATINCs%CONDEN�Oe{ Wh,t^I� ...._ �z Icy PUMP SCHEDULE LTEM 7] v SER ICE GHFx rC 1'itLUJ{F�- GDNY F ; i� VAW E -PAD P! 4,4-61-'P} \\\ U P cy - r- �-_-;_ P I � HYDrOJIC p1fIt-1(; DEJAIL' Z srArl�gy 36)ICcombd5f10N 60 tLl'. C,N AI U)JVV-a 00 5CALE 51 4 - INE415T.\VINDOwoF�ENIN6..fl`OVIP,-IZ'DEEf COMMErdcINfT wIrNIN I� Of c�Iurlc-s EoN� * C: A. CROWLEY ENGINEERING INC.PL�OUM �OK''ExPAlsoJ 14K N OrT VALVE(IY) CONSULTING ENGINEERS nyep EECHINCa._ n 5 q" -- CoMMENlcloct wiNiN lfcf fl c(r MIDDLEBORO.kIASS r-XI� rr 5T. cCi��MN Y I _ _ _ - _ Ae • ^ ,�, I,-, LEGEND BASED ON GREEN HECK n' 1 1 � ' THOMAS� I301l.EjZ t O H/CWS- HLAT ING/CON DENR. w.r;Cr, Sj _ti MATT Hi MODULES . - -HT J ,s Vgt s _I/C"e✓F:-- HEATINCs%CONDEN�Oe{ Wh,t^I� ...._ �z Icy PUMP SCHEDULE LTEM MooF_L- v SER ICE HFATNG GPM T. j HP RPM V PH HZ ftENAte1rS ISxIZ P I END - LP -3006 150 33 5,0, 1750 7_()83' GO HCTIVC- VESTIgu Ibfo 5•6Z 300 SUPPLY., P-2 SCHEDULE LP -3008 150 33 5.0 1750 2O3 3 Coo Si AN ID - 8 Y FUEL. OIL STOrLA,E TAN�IZ'-O.6XNAU57 KEG 15TEK : ``�-, .�. ,• T EM DWESTIC HOT _ - -- D HEA" z Ji :' t I`r t.: 1�%; � •_ 1,,. ;r�� �.'i t °b/�aiL WATEfz HEATER 5cw.. 5� R '(0 WAP. BY F.C. coOLER E C-1 ---0 rlf - '/L ft1EL 01L SUPPLY4 T v fe TO fjE~L JAN " FL1�L OIL GAJG,E Ord WALL 5-A8ov6 f"OF PIPE STU3•UP 4' H/C• W. SUPPLY 5" II/C W. �I-_ GATE VALVE OILS OOM A LAN r RETURNI TO HF LOOP BALL. 5CALP, -1-0 CONTROL 'Y'ALVL: ---req---- U6LD DO�JIJ'ST2AP5 TU RNE'�UGKLES T'fPE'"w"1vltTFJZrCgHT t iL4 130X SET irJ 1. iii x PHASED ON TACO` AND-AUGNO25 •r-S'RCCUI:� _6 5 f GoNGRGTE B -f G• 3" Ft -L. W t IE• �- --i /I 'ALAN C I vG vALV fAN4 MAMUI-AGTUP_6r- .R. UEL O11_ C3UAG11 E Nc 2" IN " GONDUIf. ;it FUELOII f2ETURN LINE' EXTcNO TO E30tLE2 CJ/>M \�L4LL• ter- CHECK YALvE fo POILER ROOM. Z VENT•LINE,EVyq:LJD MZUILrDING STRAiNEl1 r -o Xk60WG LTEM MooF_L- v SER ICE HFATNG REMARKS t ' S I PHA B, , AR 5 KFM K RR -I DWESTIC HOT _ - -- D HEA" z Ji :' t I`r t.: 1�%; � •_ 1,,. ;r�� �.'i t °b/�aiL WATEfz HEATER 5cw.. 5� R '(0 WAP. BY F.C. coOLER E C-1 ---0 rlf - '/L ft1EL 01L SUPPLY4 T v fe TO fjE~L JAN " FL1�L OIL GAJG,E Ord WALL 5-A8ov6 f"OF PIPE STU3•UP 4' H/C• W. SUPPLY 5" II/C W. �I-_ GATE VALVE OILS OOM A LAN r RETURNI TO HF LOOP BALL. 5CALP, -1-0 CONTROL 'Y'ALVL: ---req---- U6LD DO�JIJ'ST2AP5 TU RNE'�UGKLES T'fPE'"w"1vltTFJZrCgHT t iL4 130X SET irJ 1. iii x PHASED ON TACO` AND-AUGNO25 •r-S'RCCUI:� _6 5 f GoNGRGTE B -f G• 3" Ft -L. W t IE• �- --i /I 'ALAN C I vG vALV fAN4 MAMUI-AGTUP_6r- .R. UEL O11_ C3UAG11 E Nc 2" IN " GONDUIf. ;it FUELOII f2ETURN LINE' EXTcNO TO E30tLE2 CJ/>M \�L4LL• ter- CHECK YALvE fo POILER ROOM. Z VENT•LINE,EVyq:LJD MZUILrDING STRAiNEl1 r -o Xk60WG RETURN REGISTER SCHEDULE ITEM MODEL SIZE NECK NO. W x H SIZE RR -2 36x24 r LTEM MooF_L- v SER ICE HFATNG REMARKS qp LT E VG AU S I PHA B, , AR 5 KFM K RR -I -'A'�' LN ISxIZ Kw _. - PC PLQr%{C-,:INC CONTIRACI`OK r LTEM MooF_L- v SER ICE HFATNG GEM qp LT E VG AU S I PHA B, , iI I �v ITHR ISEU F E LOI oUPPLIUE �dALLE G > RDE Cont ract or to ver t fY mens ons, n s V'tNT Ch. --1LL- ALA? -M. 1. �cUV�t a VALVE EOILER ROOM! To in field before beconstructioninnin or ordering materials.Got_ M( C. IEfMETI=i� -Do Not Scale brawtngs. II ;e PR65 UfRL 6A W,7E l t UNION _ Revisions: VO U.`'iE L � v - D Dr"•1"t Ei� �: � r; - JFD 1 IFtE DA YEtt BASED ON 4HF_TALAARE ts>E_ C K ON t=CTION F'S E , x nr CABINET UNIT HeATI✓R SCHEDULE LTEM MooF_L- v SER ICE HFATNG GEM qp LT E VG AU S I PHA B, -ERTZ- H AR 5 KFM K No. NO. Kw _. - PC PLQr%{C-,:INC CONTIRACI`OK V G�1N .I 1 D34E6o3 _ VESTIgu Ibfo 5•6Z 300 R t SE n� nCNY� NE =C`oo ::o `' e•o �'o. o..,''. d' :- I I CO CLEAN 0 T ..Yarm uth,Massachusetts U _. - PC PLQr%{C-,:INC CONTIRACI`OK P f a 4 20oO: GAL- I3E2c Ls�5Z'.' v vc D u DLR 'Cut v oR ► .i. � -- ----- --- - - SUPPLY., DIFFUSSER SCHEDULE r.1eTotL>u AMr��R FUEL. OIL STOrLA,E TAN�IZ'-O.6XNAU57 KEG 15TEK : ``�-, .�. ,• T EM SIZE INET. t-tA�c ti _ _ HOLE �IHENs�oNs ALLC •t FZF_IW ;0TZCCO WNGRFTE HOW DOWIJ PAD _ �5 AND ,. '� THERMOSTAT HVAC DETAILS&SCHEDULES.. -. .,. NO.. L.:DEFLEC.T. ,4L.O\� ;..,. - :E '.... �ENCll9 j ,Jx \ I -I �u EMr'�hk I>>_.. : N:C'. :R S r... - I_. i9sT MUYI =A lg TAt:iK OI= TAN .,, t. ^TWIG .:`k-1 SIDE oF.TANtc I 6Y G•G• IK1(,,µRE ulriz.! RE1Nr0E'.CtNG REUti�xMC:UTS54ALL . - ,. l _ . ©ND,.. StDt OF. CXGA�lIaTION. -... ExGAvgTtoN,aY C� G, `: Oc. PE2 TANK flAt.lUi-.'ZGr. UCi f�25 FlcGOM[ND.� of �. Ca.0 G ZIJ6RAL CONTRACTDK 510-i M -i - 4 9 x 9 Date. l: JobNai 85 RR RETURN 10KF I e I . 1 STORAGE TANK.DETA FUEL OIL IL � E.C.- ELECTFi4CAl. CONTRACTOh Scale: yg �_ I `-o" OF own: SD M-2 - 3 R k9 . I _ _ r - ,. _ ---- uucT wl I So�rsl, Ir su>_l, t ,y . A'S Nott= 0 IZ �A GRAv�t ti , NUL J ,. - JA K Pr,�wp.L 3;n. SD 3: 4000 -VS ZZ '. 3$x, ©. Nl)NIOISrAT v E Sb- 4 �� tt xCo c. •�' C l IN D FF _ CD E L G UScR .1 e _ Town all .�- armouth o H _._� v. i? flI CKFI Lt. \VITfi 'Y �- e 4 SE n� nCNY� NE =C`oo ::o `' e•o �'o. o..,''. d' :- Pia uv L ;� CO CLEAN 0 T ..Yarm uth,Massachusetts U _. - PC PLQr%{C-,:INC CONTIRACI`OK -- ----- --- - - SUPPLY., DIFFUSSER SCHEDULE r.1eTotL>u AMr��R T EM SIZE INET. t-tA�c ti _ _ HOLE �IHENs�oNs ALLC •t FZF_IW ;0TZCCO WNGRFTE HOW DOWIJ PAD _ �5 AND ,. '� THERMOSTAT HVAC DETAILS&SCHEDULES.. -. .,. NO.. L.:DEFLEC.T. ,4L.O\� ;..,. - :E '.... �ENCll9 j ,Jx \ I -I �u EMr'�hk I>>_.. : N:C'. :R S r... - I_. i9sT MUYI =A lg TAt:iK OI= TAN .,, t. ^TWIG .:`k-1 SIDE oF.TANtc I 6Y G•G• IK1(,,µRE ulriz.! RE1Nr0E'.CtNG REUti�xMC:UTS54ALL . - ,. l _ . ©ND,.. StDt OF. CXGA�lIaTION. -... ExGAvgTtoN,aY C� G, `: Oc. PE2 TANK flAt.lUi-.'ZGr. UCi f�25 FlcGOM[ND.� of �. Ca.0 G ZIJ6RAL CONTRACTDK 510-i M -i - 4 9 x 9 Date. l: JobNai 85 I . 1 STORAGE TANK.DETA FUEL OIL IL � E.C.- ELECTFi4CAl. CONTRACTOh Scale: yg �_ I `-o" OF own: SD M-2 - 3 R k9 . I _ _ r - ,. _ ---- uucT wl I So�rsl, Ir su>_l, t ,y . A'S Nott= 0 o , sc,>L>= SD 3: 4000 -VS ZZ '. 3$x, ©. Nl)NIOISrAT v Sb- 4 _ , o2 V46 tt xCo 3 t easED ON M6T,nL.4tR'E i . - : IIS i h ( . . __ _:.. _ . ,•_ - - 5jcIS-r Z" WATar- TO 3E AF3Ar I�tilEb �^PP5DOJ TIDE I�TERIoR 'GI DE of TI -IG FSAuuD, WAt� Srrr IJTlLxrIFr6 G•�'1 •TS�GTOfL SYMP _ LIS7 Gov 'I �� we>~-rr! a F/ IN DIP-rGTI otii of --- Hw NoT wATG� I a�s,wN �IVSs; 1alaps , WA+. -L- IaYGna ITS -L._ 'T P TP,&p - ----- ''IWC � NOT ufAT6{Z F_'TI:P�I 7 I I/Z�GYJ p? S w SOIL aK_=•�NASrt:(naOlr-- Gam ) Ac hPxwC-lwyGFruI J 1 -- S W Zol L o� Wcr.Tc_ CP.,rr1_PN le;r.-ADG) @G A'j G�iilf-I�t J 3/G"cW MAKF:-I.IP TO - ' - - " - 5 ? , - -- �/ V F_�I T PI PI �i ARPP� /P 2/�DQ GoN�1"r�r J�v/ 4 S TO Er�IST. t p�ILF w/Wn'r-fs r } e cMovi: F --l4 rQDr-� v� + ;P I 3/4 cW To WH C - G ) m�1T, e -op JJailolJ // ---_= v SENT �IPIIJ�CR1GIovJ EDF _ of D 3GG I�Fw w W 12�11>c.� eX 15T. �I L- .PIA• i"IA+�C- P: ItJAGT N E : P—� I /Z"H*1 Lill, D Gq 7 J GoI JT �, Co IJTIZ?G"fo IIIle_wIJP �1 C?ol oe RaWIl FFE FINISH ELG�lAriol.l GIL MP IJT. - V ; LEU(T,rN SA �N/p'P'� _ � —O UP ztSf� o� jrP Nvvc NFoTiIJh,VEtJTILA71> ls,,Al�GoJDITIo�II J GoL1J�T NEW %Z'1 ZUJ APl7 . �VPP Z"oc L.`: - �- rr-G LGbK_ldea RDvJU V N r9 40.'� Goy �- t— I N vG1=T EL EVA rIOJ ) N IoW -TO ��+ST. -� �` ! F-5 f PG, PILIMr3 J/a GoNTlacTo IN P�o1�-r�R RrraM I --F _ - �`�' /4" Gt.CAIIG�IJT P -I PL�IM�3Iti1C� GIxTUeG IJUM� 1 �f\3- ' i _.. a}`--- ..__ ---�'— PCU... YPL�E "7�(P• "7YPIG4l_ Gc�l.11il I101 c�QPUMP u{JDF�- <ilI-1 F-, PI.�M!' = c� I 3/4' cvl. r'lai�E-LIP -ral�J, , I/Z I-!a•�w CP --�F-- GN�GK Va.IrVE vTP- vE+J-f TI-J�'t1 Root SMf4LL �� L.i IGLL P�AGI� G '- D,o.v ' MoDfa1_. I --lo. 3>IZImo, � � i w�IsaaT{oIJ vawE � 3/4" , �' Caa•ie. vaW(: Sr sP�IIJK-��R- �uToMoTIGAeMeFLC--Y- rYP;: PIPs DOV, DRf`I{J-crP vt�LVF 5o s �xx aP�o2 QUIGIL r10LIIJT FITTI+IbI - \ j IIJsIJLATIOIJ, PPE PiTGHGp o I/IZ -NP, -Tr., 'ro HVAC p2p.yV ItJrnS , GF -I FG �•' vG.l- V ! �!"J wo2ac- 11J THIS AP -EA- . I � i, Gvr.IIJEGT SQ�ITA2j `''GQ r�IST, ��; 1'-0" -fol LET zatati k paovlDaGAPO� I Z' G I . -TIS-161 I� GWr 3 Fve T G IIJ F2+1 SEwAb j WAI LWAY I /2 W JAG I 4L EJ ECTvrL 10 iJEW ADriITIo J IZcG�FATIOnI _: I IIF�cls-i, w.oTE.p_ �I7z, 74-> 2�MAltl • Go Is C�/vT0� �I�W I -W127- GIPLULATo _ 3/g1 NW2 PIPIQ(T, }- � � �a°• rvlJutz-r To t;wST,' 3/4"Gw E.D AT / , APPEaI,S � rl I APP2obe I NL6'T' o I i u. L Gd T J/ GG' `,' _. _..__T. I�E'N ��'°�I` '�' j IC: • I I\ I_� i _ �`' ';,_,- _ 7! A 6 �T G t. VAULT G}4 ST- !o" SPyll� TO PPE Pl I j.. vN -rFfG e_y_7a)24l�1' mil DE� "TNG F�JE-{�T10N WALL I , EK -IST. AL.APM Ga••IEG� vaw��>���.G, PIP1uGt r - I,CaI , 3/4' H W , Z GW _ I f 1-4 ro �ulsT. SErwIGGci v?ut.T AT THIS AP°�oyGIMA7E I,vGaTwN•aG .� ' � !�P,L`le,n1NIU(q of NEW CAti1$r2UGT101.I 3�'wu,d --i' - _ PE�^11i�i�PWl.i!?ilat-Is P�UII.DItJ(a +'J1;0T. Buli.fil�.ks! t�P'i, t / � g�It,D11.{� DE�'i• Ek1<q. DF�T. CU/�, DP.F'T, vAuuT ,I____ �� �MavPp ",G24 G12ri h7.L G31, F• G, :. = IZ•"7$ I 314" 6W LIP 627 6211 Ta'� - /z" cW NAkE-uP 70 E•LGyATlO� 'rnlG%t.l FP�NI �______.-. HUhiIIP IFI EIL cr71JTIIJ IJA.Tla1,1 ZiTE Pt,c.� P�PaPf 2 �Y G�'G l ' GO �/ Gly SLLTn I �J 3Y HV G cotJ EY N I. I ! TRac oz. T GoR ueW ADDITIo� P2itJ7 eM. __ 4ov UP 39,14 $UIIJ)1,, 2"S�r4. 1 1,14 DE�r. r, S �\ I-IEARINI,� V G"o3 V 1 Z Gi UPtAD�) ( l.oWOr- HaU-WAY Cz>4"s UP Go.I�, d I5P 5 HAL STAI ie- PT-4 - PL4 .PI I2Pc�IuLJJ (yTl L -I' - U. I "S f0 -f • I co t , Llys j3NGG Gt`: �oWMAPLDfD'TIGTLIYG.S�1 P�si Nti•1A1 , I 1 r 2 Ac Z WA i�-Z Sr1>_uIG DP J 640 -. . it -4-161. pr PT, GN/q, DEPT. LO✓.1�"il I" a p-�-�--� '� � PLJP�EIc �?WA6F_ EJF.GTv1'-'i C3q 6,37 G,3G 435. G� Z WOTGfz. DSI P I — 1K Py�.�a�IJ 2d`E2 Tp �"i'FyL % 1 - P-1 NGW !c'ALAPM � VALVE + „SUP ..'VIS P -D G; &7 z _ E.JE.GTo� PUMP P Amt= -ro . F 2oV I A • _` _. _ Z„ IDS • R � !, G'Si PP;Lr�.PUH? - SWIa/�rGIJ pLJ-- VALVE. w/ GG y/1� VF= Itil IJSR�TIOJ ❑ / GaiZE vAa�G _EVoTo� PIT "DISc�I� {ar Gov�� f 4" �u f La 71 -r -GW ITG{) STI r�5 ( GotJ{IFZT rlEw o"SP Z" WA7 Saz,/V_E • 4' EJ�ToR- v 1 I, �L1Sc+ltap�g -ro Eu s'(. AT TH15 A?PRa,�rMaTE 1 La's'TIo11. NIf��! y�ATE� ALa2M GL41 1 q" vFJ1T PI PL- sP$ AG -r j Lo oTIoJ TO f TEP-r111JED .I J THE FIr��• (fzEMOTE At A2M +i P:La0FL PLaey Fol- 40QT ' z" MAIdi� AL's REG2�D.� _ I 1 P2 -v DlxFlc z�E -TO (a21a� Z'/z"x41 I F I � col.JiJEG?o.- WaTW- j Mo7oR- , Z w 2- FIgEP1�L ASS RwSI l _ i GAPS s:EMp�+� Aly ESQ-ISTItJ(.i i U aU iJD �� ��e ��•� 4 IIJLE ' _ Pi PINGt MaD1� 11JX�•G"T IVB 13Y -rHE � i� t (ZLI-IGrlAT{or.l 2CMv,,,oto� / I I' � �STAUDFSY PUMP �YIST. FIStTIJk'i.�i I `,NICgtJ W4"1E'1- Al��h'1 -ro zr__MAtrJ PUMP S-roP IzO �\ `1 \ 7 J se�-I IakIAL VIEW u - - DE: T&► L_ _ �XJPL.Gu SSW/ E ELIacrozS C.A. CROWLEY ENGINEERING INC. CONSULTING ENGINEERS - MIDDLEBORO. MASS. Contractor to verify all dimensions in field before beginning construction' or ordering materials. Do Not Scale Drawings. Yarmouth Town Hall Yarmouth, Massachusetts PLUMBING GROUND FLOOR Date: I I _ Zo Job Not= l C. - Scale: i/$'. I' -p" Dwn: riIr- tZ P-1 I � I I S -r i Ll 61 -TO I L, r` ':1 3' � 2OoN15 TO �MAI� - CTI v $ x.121 rJ (a / Gow15Tfw GTI oI 1 ASSESo2s I.1EN5 SP PI PI To CLIZ, GO J -f I Q IJ Ail OIJ I/z" Nw DtJ I%a.' GW aLAeM e--IeGIL V -,-LVE Com” Cf?�SEO/K� Aq JAST/s7 � yG-iG �'OL. WALL ee Ikwe.G"j iJeV4 ' I H W 4 To �FF ----1 �Y 3Y4" IGu�i Z/z'K Z/z u 4 -� �IRFc P=oA2•fME�1T ii op -w ALL g?i�QZ E><IST, FLF,G. GIi2GUl-AiO�, m��EcT �" wdt�o NTEI� s &rvj-rl & j3' -rD�1 F-� SUST. , e r--Lo4 R-4, PL -4 -Ll jrslTr-- 11TIL.ITY DWl.S. e W121We SPIZ IIJ �L�L PI 'IIJ�� �I-I>;f�IATiG NEW PI F_I I`I&._.47 L. r� - _._ __ _,_ : ', I i -, :_ I/2"G�IJ Dt' `,•1 ., IJ.T. s.� VVH� GI•I -r 1!� r2 1 Pct 6A -J+EE•fS oG to 1-11L vii-1YL 4'-(c WIDTHS t.r3Fa.1FdTH I-4 e L; La.-T1c;, c>.iEg- Du.- SP211J� U Z PIPILI� J VAu�-T - SPZIUYIEz F�1p11J _. I -I cw PIPIJG,-TOIlr1T SMS. D�T�L 4 Ile"I'-0` •SS�� coJLccToZ - 10 1 3/4° v�JL-r I 3/ 4' W H _. PuF�Ir W l sj (.1 of r1Ew eoo-q J 1a1 - vALAL-T ��11Nh FsD. ` PloIJ1111Jlo F-5 [> GojFFr-e-G-IG✓r PLA' _. Rff EPTIo l 4%'\l UP GoMP1TE� GOMPJtaC= PLAI�I.11i,f lq ice. . cN LAtiIG� PJ3l_I6 L.oP}'>`{ ?�nF.1FJ tJll RiD.' fig, - - I PtJR>UG 14ALL - ---- Y -- 4V D� - 2 I'/zw%v I if - - 7Nc �lEw a.DDi-rloF.1 suALL _. 'M,7�L1�1 �lo�L 1• ... C i V AG 2J�1 3GIWyJ 3E Go ✓IF'LELY ��P2ILL>�FD.Co Z. S D� VIS¢ U JolrJ-)•�s 1F..1 AT"'IG.SPAS t}1' V DP I 4 s MEQ P- —t l 1/2"Gvl MAKS-UP'fd I STvR. FSuYr�1N�vIAWGE�a;aGa11tT1'KfoI1JGJAr���AI I N om�'—� -- F-1S(SIF'•3P-Z �f " Aft I gJKt7IoJ I�ITPd10Ip), 1 SYL F,cTI' FuJ / � R EfA „ L ct�G K 7�ra/> — I — :0p, ?up n, �T '�l�cvJ f'�F1l,l� �3/q^GW DP VAJ VT PAIz'TIN! PL -AO ou THIS DWCq, T ❑ ❑ - o✓ q❑ _ PIPE SIZE TO FIXTURE SCHEDULE SHOCK FIXTURE P.NO. S/W VENT CW HW HoU�lcn wncLrx,�( 1 4" z.' I I — �In�IDIGon uL! AL P•Z Z'1 21' TI 5030 -1ALJpIcAP GojJ 'Tl t_iOP LAV. /'Z-' I/Z" 1700-30101700-400 HA,[DL-AVA'fo2`r P 4 1'/IzI'/2" I/Z" 117- /z SHOCK ABSORBER SCHEDULE SYMBOL A B C D E JOSAM 75001 75002 75003 75004 75005 SMITH 5005 5010 5020 5030 5040 Z U R N 700-100 1700-200 1700-30101700-400 1700-50 C. A. CROWLEY ENGINEERING INC. CONSULTJNG ENGINEERS MIDDLEBORO. MASS. Contractor to verify all dimensions in field before beginning construction or ordering materials. Do Not Scale Drawings.' Yarmouth Town Hall Yarmouth, Massachusetts PLUMBING :FIRST FLOOR Date. I_?l._„G, Jo6No: Scale: p,5 IJGTED Dwn: I�♦Z P-2 ME. N+= -281S -D 6^ CHANNEL STEEL PAINTEO S' FINrSH ' UrzAOE•' 2' IN;ceM,eNT'. : ` 1} :. -,: •' .,.. -. " •• .. „< . , �,:,...�, :• I . :; '• ,. ? L I" '- ` f ` 4. a _ ,;., .' ,: ! , : - '•,� t - ., •; '-' I = ' `: -' • ' p ,•'• ,;- :. #.:.,' d : � } 1:1-11•..` :, +:. z .:: t ` :>r ' - : -. ,; �-'- ,... k a I., ' > . ,. u 'el,. -. t ,', - ,r I 1, • . ...." ' .:'. ® ” .. ; . ; �... • :.. "- <;_ - - -. _ ;.PRovIDE ouTLET ' BELOW COMMUNfGAT(ON SYBTEM.. 4"SQ• X2°DP..our-a 8OX 6 RAfSEO COVER PSUSHEDHOLc. EXTEND A 3//416: FROM BOX TO CEILING.. AV1TY ABOYC OR "RESPECTI VC- FLOOR.. TERM. IN AN .' _ -: .SYMBOLS ElUSH1NG: - : .. x.. 'x D U H OXwrT 2 2 c. FOR TYPES) 1111 it - - tl - PROVIDE A !o G 2 P FLUSH B H OUTLE S WITH FIXTURES REFER': TO FIXTURE SCHEDULE TERMINATE IN AN INSULATING 8U5HING. LIGHT T ,- ,, D' UP I G A.F,F, Si O 2 .CEILING SURFACE' OR SUSPENDED TYPE FIXTURE, "SI" INDrCATES FIXTURE TYPE � NunfERAt INDICATES T : .. - RE � BRANCh{ CIRCUIT /h7 PANELBOARD TO WH ICH OUTLET SHALL 8E W(RC ® CEILING RcCE55ED FIXTURE TYPE,' .-0a WALL MOUNTED FIXTURE TYPEy"c7" INDICATES SWITCH CONTROL, INDICATES SIZE AND POSIT/Os4 OF'RECES5ED1 CEILING SURFACE OR WALL MOUNTED FLUDRESCE:NT ILLUMINATED E%1T ..SIGN. •-® ® FIxTtLRE •OUTLET OR'ADDITIONAL OUTLET WIRED TO EMERGENCY. 0(S7RI5LI7ION SYSTEM,' -.•-® CEILING RECESSED ,FIXTURES DfRECT10 AL TYPE.. .. e 12 V, D. C. EMERGENCY BATTERY UN/T. EMERGENCY LIGHTING SYSTF'MS, INC.) MODEL 725 C . SERIES WITH i ® ( X06 WATT CAPACITY AT 71/a HR5 _ + " o UNLE NOTCD OTHERWISE -REFER TO I TOGGLE. SWITCHES (tet MoUN„cD uP 4 O ASO�E FINISHED FLo R 55 CONSIDERED EQUAL NtANUFACTURER� r- ELECTRICAL SPECIFICATIONS. FOR CONS O a SINGLE POLE- LETTER INDICATES SWITCH CONTROLLED OUTLET, BRYANT.CATALOG No, q9 !. - _ Z. DOUBLE POLE -5R -4902. _ • �' � 3 THREE WAY-BRYANT #4903, .. A #4 0! PLR12o, $P 5wITCH wl? 7NIEGRAL PILOT LIGHT,' SAY NT 9 TE GANGED .SWITCHES MouNTED "ON coMMON SWITCH PLA , - . . I - _ Vii. ,. RACEWAYS .AND WIRING , LLI-1•S HOME RUN To PANELBOARD "LLI' CIRCUITS l 2� PARALLEL D/AGOtJAL LINES INDICATE NUMBeR OF.. PH I „ EE LE RfCAL SPEG'S, _GROUNDING. AND NEUTRAL CONDUCTORS, (5 E GT 11 E82- o M G .NG LIGHTING UNIT "EB2” C/RCfJ(T 't 1. - •,�„_HOMERUNT E ER E Y i /tl1JU\IL/L FLEX(SLE'CCNDU(T. _ V GoNDUf7 TURNfN6 LJP, - - - a CONDUIT TURNING DOWN. _REI -I NORMAL POWER L/RCUIT TO COIL AREA, PROTECTION RELA`1 JN A, P• R, CAB/NE.i. -MIN, 30 BELOW FINISH, :'... --•� HC'NfERLJN To -TIME SwITGH'F I-. -: .. - -, -, - o i C R(CAL l'- '' V IN H D FLOOR 'UNLESS NOTED OTHERWISE REFER T LE T CONV2NfENCE QUTLETS (�' UP G ABOVE F /S E O CON lOER D -QUAL MANUFACTURER. SPEC/F(CAT/ONS F R 5 E Q .. c®2 DUPLEX-BRYANT X5252, NUMERAL. INDICATES BRANCH CIRCUIT 7N .PANEL TO WH/GH OUTLET SHALL BE ALL MO NTED. WfRED, FLUSHW u �C DUPLEX MOUNTED' ASOVE.COUNTER, F DUPLEX MOUNTED UP 4'-O' ABOVE FINISHED FLOOR.: - c@ i` M -BYAARD NT 2, #35BOLL F 'DUPLEX -20 4MP GROUND FAULT TYPE BRYANT GFR52FT. (/F INDICATES MOUNTED UP 4'-0” A8D E, 1 " - F U WALL MOUNTED, FINISHED FLOOR L 5H ) GUL R GOvER. HUBBELL CAT't5-3GS0 2OA-(25Vi DUPLEX OUTLET 2P -3W PROVIDED WITH A HLIBBELL RECTAN A PROVIDE OUTLET r3oX To ACCOMODATE.. COYER, . - _ - - I - •. 111,1 ^. 1,111. .. .. .. -'. .. - 1111. 1111,,. .. ,:, ) , � :.. _., •. •'.-' - V V.HE V LE : 1 XTU R E -: IN5ULAT{NG DATA: OUTLET- TERMrNAL' BOX : EXTENDED "ABOVE CEILING AND :.DATAOUTLET�FLUSH WALL. -M FUTURE DATA OUTLET. _ _ - _ :- ,- - _: : CONDITIONS ._.._::FIXTURES SHALL BE FURNfSHED&INSTALLED COMPLETE W/A LL ACCESSORIES 70 MEET CONDI 0 LAMPS F.IXT, � G ER GAT. NO. :REMARKS MOUNTING T PE MANVFQ TUR - NO. TYPE Y - - CEILING SURFACE 1 ? EGf DEYINE : Ul3 !20 SR-NLI_ CEILING,SURFACE ,, t fSTr v EG2 DEVINE, UB r20 5 :CEtLING -SURFACE _, - -, I.. "Ze /2 2v EG3 DEVINE UB-f2O-SR-WLR- _ F.. WALL SURFACE S' 2 HR-90OZ ENI EMERG, LTG, SYSTEM ROQ 2 /2V L A EM>:.. RD -J -- WALL. SURFACE 8-0 7 HR -9002 EW?_ EMERG.... LTG.,SYST Q A :_ .. • _ -1 -KSH w (JLRAVtOLET _FILTER.. LENS} SURFACE,CFlE1NG, 2 F40WW FCI, CROUSE HINDS J2445 4 i T tJRPACE COVE LTG, _: 2:. F-40WW FCZ COLUMBIA FS -140-96-M4-120 SURFACE cove LTG.:..... ..... '-2 F33n ww FES COLUMBIA- �/ j SURFACE COVE LTG. I F4OWw FC -4 COLUMBIA FS-14o-M4-IZOY -r -M -IZOY SURFACE C04& LTG. .. 1 •. -50T12 WWRS FC5 COLUMBIA. _. ' ::. FS 50 q 5 URFAGE CEILING ': 2,:.: �gawWJU/6. FCZv COLUMBIA - 9644 -g3-222U-120 ,.. _. - ,.. ln114 -52'Z22U-t2 f 2 . F•4owwJu G Fc7 coLUMBrA, - SURFACE... 2FL NG I - = E ARCH. DING. FOR MOUNTING SURFACE- CEILING 2 F•gOWW FCB LITE.CONTROL :: SDlcGN4SR$ PBSS" SE E .:CEILING -.... -: 2 F•gOWW ;�. Fr -9, -LITE'CONTROL SDG6 N24R5-PS5S SEE 'ARCH, DWG, :FOR.. MOUNTINIG SURFACE CEILING SUSPENDED 2 F40wW FSi GIBSo N R4Z-Z40-t20V MTC: HGT; 8'_p„AFF 2... Wawwu(6 FRf COLUMBIA 4 544 6-4 3-222 I RECESSED CEILING ESS - ww F LITE CONTROL- B5N2GR5-5jxAct20,_ ,_ 1111 WALL -.SLOT -2_: F30T12 � R3 WALL SLOT .... .: f-.. F4OWW.. FRS{. 'LITE CONTROU ,- ', ,. ,., ,. •.:. -.: _ , . _ w. -(05O Z(B-120V - WALL 'MT6. HGT. AS 2 PLTi w-Tf FWt LTTE CONTROL T N0 N RS-FSS-C.wM-(20V. DIRECTED BY ARCH.,' FW2 LITE :CONTROL,. 66 14 F50Tr 5 Fw3 LITE CONTROL - wD6GN2ro-RS-PBS CwM-r20v. • F3 1f2J - .:: 1, 11 1, ., ,:. -PB 5-.Cww-(20V 4 F307I2 FW -q L/TE CONTROL _ f loCoN4(e RS q F40ww FwS LITE CONTROL wIDGGN48-R5-PB S -CwN- 120V 2 .: F40WW FW(c LI7 E'CONTROL° WD6GN24-R5-PB S-CWN-r2 OY - ,,,, ,, _ _. - CEfL(NG,:RECESSE MARCO HR3f54z0 KP ' , .•.. .... :. 11,1:1 - WALL, MTG HGT. AS i -' LU50 D MWf MARCO.... ��. _ HN277001 WA -,, :DtRECTED'..BY-.ARCHe -'- .. -1 5 -Zoo -C -FSA -24 -DCN, POLE 1 LUISO MED ,:PI STERNER Ex -20A- f0-3 5 ;POLE 'ME -P2.:, STERNER Ex -20A -Z8-5-15 5-ZO8-C-FSA-24-:OCN. LUS0D P9 S ERNEZO=C ! L C OLIO 02011!4 (92 CEILING --RECESSED I' 75R50 F R/ MARCO F CEILING RECESSED I - rDOA 99 RZ MARCO--. D3o3727/KP •-••/ DESK TYPE TELEPHONE OUTLET -FLUSH WALL MOUNTED � UP !'-6 " ABOYE FINISHED FLOOR. AN INDIVIDUAL HOM2RUN .FROM OUTLET To TELEPHONE EQUIPMENT MOUNTlN6 .BOARD. ' f -N WALL TYPE TELEPHONE OUTLET wtTH FLDOR gOX. PEDESTAL MOUNTED TELEPHONE 'OUTLET WITH FLooR BOX, TELEPHONE EQUIPMENT MOUNTING BOARD RD - 48 "W X 96" H x'3/-`" DEEP PLYWOOD. FIXTURE ''SCHEDULE NOTES 4. ALL'.FLUORE5CENT FIXTURES AND EXfT SfGNS SHALL BE WIRED FOR 120VOLT OPERATION UNLESS NOTED OTHERWISE. - " ING- ACCESSOR/ES `OF ALL RECESSED LIGHT FIXTURES X U E RIMS AND MOUNT PE f R T HE TY OF F T 2: T SHALLBE COMPATIBLE WITH THE TYPE. OF GEILfNG CONSTRUCTION 11,4WHICH THEY ARE TO 8G MOUNTED. ' •' 4 '•:iL 5 ` PENDED FIXTURES SHALL BE FURNISHED AND INSTALLED • COMPLETE WITH -TUBULAR. S7CCL SETS - h 3, : AL U5 .AND ALIGNER TYPE CANOPIES AS MANUFACTOR2'D. BY THE RE51`EC7'IVE FIXTURE MANUFACTURER .... NOTED,,-OTHE UNLE85 RWrSE, -.. -. . VI FIRE ALARM SYSTEM : r ---- ------ --- -- - --:I = - " D WGS. AND MAKE FIELD MEASUREMENT TO. ASSURE. WALL TO WALL FIT AND RE SE REFER: To ARCH, o LOTTERO &:MASON ASSOC. INC.' ®. FIXTURE LENGTH5 ACCORDINGLY. 5 95 5MOKE AND HEAT DETECTOR -CEILING _ MOUNTED (PHOTO -ELECTRIC TYPE, ELECTRICAL ENGINEERS -.- GOOORDINATE._,MOUNTINL9 .HEIGHT WITH WANG INSTALLERS. p .• `O MANUAL PULL STATION -WALL MOUNTED E UP 4 -p ABOVE FLOOR, _ -�D. -8"ABov6 FINISHED FLOOR OR As 132 LINCOLN STREET -� SPEAKER I LIGHT SIGNAL DEV/CE FLUSH WALL mousi P G _ BOSTON; MASS. 02111 ` GENERA L NOTES : RECTED 6Y THE ARCHITECT, Wr O 5M0 E DETECTOR PHOTO -ELECTRIC TYPE MOUNTED IN HVAC DUCT, 517-423TT36T Cr• _ _ -'..(: ALL-:EXtSTtNG. ELECTRICAL EQUfPMENT 5HALL'.8E MAINTAINED UNLESS NOTED,OTHER SE R eV5 K ( _ [ UNTIL RENOVA7fON WORK ` r5 STARTED, . N ON DWGS. BF THERMAL DETECTOR j CEILING MTDr�_ FIXED RATE OF RISE,. • -_ EN OUTSIDE. Or- RENOVATED AREA WHICH 15 NOT SHOW - } ALL EXIST INC 64U{PM T FlR ALARM CONTROL PANEL; Revesions: ''- 5HALL:.BE MAINTAINED. UNLESS NOTED ,OIHERW1'SE, E L TR IS FOUND TO BE N WHIG f5 TO BE :MAINTAINED S F - ` o TAM GR WfTGH FURNISHED -AND INSTALLED. BY .OTHERS :. .>I"•' I �•• 1 " -� 3. (F ANY EXISTl1JG_ELECTRIGAL" EGrUfPME T H N O P 5 THE ELEc; SUBCONTR, SHALL REWIRE EQuIPME T OPeRATIYE DUE TO THIS CONTRACT, t .IN )t WIRED 8Y ELECTRICAL CONTRACTORS, O T 15 THE INTENT OF THIS, CONTRACT THAT Q FLOW SWfTGH J R PLACE IT IN :GOOD 'OPERATIONAL ORDER. f { .---. F : IN - - _ - A N HED, SHALL $E" -'LE T A ALL STING ELECTRICAL : EQUIPMENT TO BE M I TAI 5 A - A _.EXI 'I FA RE=�YA7T'H AIYNUKC/RT0:2 - '. " " COMPLETELY OPERAT(ONAL MODE, Cl G IT NUMBERS _ - ETHE ACTUALLY SHOWN OR .REQUIRED 8Y R U -. 4, ALL:NEW GONDUIT:Fr.WIRE� WH R -- O 8Xt5TING WAl-LS.. ABOVE HUNG CEILING. ', .. ... 'SHALL::BE INSTALLED CONCEALED IN AND( R �-: • I • I 11 .. _.. ... MISCELLANEOUS. - - ':• S, REf=ER TO ARC ITECTURAL.'DRAWlNG FOR . �CIRCUIT BREAKER TYPE PANELSDARD NORMAL OR EMERGENCY. - ED • - .: '. _ . � DISCONNECT SWfTCH FU5 3 DfSCONNECT SWITCH -UNFUSED, ,. 'YARMOUTH TOWN HALL; ,3 MOTOR oUTLE-r. - UNCI N OX WITH BLANK COVERPL-ATE, 'Yarmouth Massachusetts <_ ,, .. , O o BOY, • _�: i � � � � ' • �� � INCANDESCENT DIMMER SWITCH: -FLUSH WALL "MOUNTED � UP4'-0'r ABOVE FINISHED FLOOR. LUTRON- �INCANDES E D �,.. NOYA MODEL ",N-1000 OR.EQUAL, - ELECTRICAL, MANUAL MOTOR STARTER LESS THERMAL ELEMENT, SYMBOL UST - FURNISHED BY OTHERS. INSTALLED AND WIRED BY ELECTRICAL x -(� Mo OR CONTROL FUR HED ti fes: SLS// SCHEDULE '�-IJt�C�NTR/LCTbR,:."F=W r 4,K OF k4 - :. 1 V C .4- #-IF4. QIP L_ TYPE VVITFH MANLlfLL OVE3f=RII�E S MOUNT Ed �1 t Date: E o ✓obNo: Z aQ 4'y r I b R S. a FRED �m i IN NEMA' S. f=1J�i .�LtRE..�uP S -� 4 ABOt/1 l=1NIS6-f1=P F=L C7 A AL ,a. 'Scale: ONS - Dwrs: p E. N INf�ICAT�G. (81Mf1_Af4 TC> TaRK TIf-lE Ga I ILEO SEEFzIE S OR APF Ft VE sg LOTTt RO _ t - - No. 0854 - EcG?LuAL_ zaA, IZOM SFS` -T UIJ' FE S NOT�p OTH1=fes o 1111 . ,. • vim. _ � ,. _ _ Fw8 Pw8 1 Fw8 'i FC4, uc? �2 Ua : 'Lia. U u I I LJ eZ LJ .� I eZ H � Lc - u� u� u� U� OPcr �yj LJ LLr (cG LLI-!e C LLI-P C LLI-6 C 'fib LL2.-g LLZ-� LLZ-� LLZ-� LL Z10 LL2•-10� LLS -10 LLZ LLZ-10 LL2-I LLZS11 LLZ-11 L�-Z-11 LLQ -11 Ll -z -i l LL Z-11 ®Z pETEC T�.Q 2}� PIQ� �74(V1- - 5®Z I ` S i P�� F3Y H✓�C SUBCo�1772- 95 i seZ i I i, sez ❑a ❑a ❑a ❑a ❑ � � ❑a ❑ ❑ �zs s 3z LLI-Ea LLI-ro LLI-!� .LLI-� ' LLQ - LLZ-9 -� LLZ-� a LLZ LL2-10 L.�2-la a ❑ a ❑ ❑ ❑ ®Z ❑ ❑ i..� I G 03 -� Gkf, ,, b b LLZ-ID LLZ-IoAZ L�-Z10 LI>Z- I LL 11 -.- LLZ-11 LL�i l LL.>9-(1 LLZ-/! S f e I �b ez ❑ Contractor to verify all dimensions F 4 .. - .l L-8 LLZ-$ ❑a ❑a 8r ❑� ❑a _: - _-- -- Cz Mwt._ ------ -- - =---. ; in field before beginning construction -._ Fc2 FCz Fc3 : FG 3 FCZ / _�.._'_-._ .— -- -.. LLI-6 LLI-6o : LL I"6. LLI-�', EWo : -'—_ CS FGS I ..� 1 j FC'� LL -Z X21 f , r 4LZ-B Fc2 GG2 Fc2—�/ or ordering materials._ 5. ..Fc2 II I. � Cot 5®Z r I LLQ -7 1 _.... ❑ ❑ ❑ ❑ ? LL2-2o I ez c�or • s82 sea Ewz'��% 9 I --l' • 3 GZ PCZ FGz Fc2 I LQH L, -S LLZ-£3 Lf L, -8 cW2 ELECTRIC ",HEATING EQUIPMENT SCHEDULE SEE OTE UNIT - TYPE WATTS STUH VOLTAGE LENGTH CAT NO. REMARKS _IiLLjp .3e,HB44 - Z�ZSO 767 z=3lo,� B?�VB� �t-ooa ZoBgz�� BB4L7S0 � ', — � '. -_.• i jj s �. _. L � �... i� Fe _ ❑ ❑ ❑ ❑ _ i. <: _. 5.. . rr`.\... I 1.❑.: I..., ❑ - -to _I LL -iSt-i8 Fw¢ Fw5 x. 6-t-2-�a Cr_z-19 .�...___.... a 1..LZ- LL. Z-17 t_I_z-17 ' LLZ 27 - - _—i f� •_ FG____ : #e-•sem-*s-c6:_zA i,. j• ! � � �e :i _ ;. ._ ....,=- _ �, —_.� _._..�.—._. i 5®4 :'i tC2 �>' ,y, - � .i i Rw�- . i -. . ... '; i 5 _ . 5 '. ._. _ - - --- F4'_.a� - A • „ , : . , _-. � � _ �� � vJ2 � N 1 I . i ': i .. r, _. p - ____— t � 5�� ,•. �5�4 -. ': � b�'x--T-�-"-- .... �. .+. ? {j�'�"{'J'-�-,-r-.—�`y , s jyp �'qj , �-``�� ..:-. '::; ... i � I K Q/ � •-�- -�- — '3'i3 'V 3-- - - _ c..0 e7F'.— i FCTJ 7'... I >: r ...� 1 � � _ ;_F:...In 3 - _ .ta' CuS�e � �11-i� /�:-�=_ .�=,1�_,�.. _._ i - _ il.�-_ ! +'_s - t Y Contractor to verify all dimensions in field before beginning construction or ordering materials. - Do Not Scale Drawings. �(9Zt- j5 w _ i CIRCUIT -SCHEDULE F SCHEDULE SEE OT FOR NO. FEEDER ON WIRE zzw �¢ M?: a5 s¢ r f 4 BREAKERS 076 OTAL g,� 3P ae. flJR "NO. eKR POLE ae. �ti Contractor to verify all dimensions in field before beginning construction or ordering materials. - Do Not Scale Drawings. �(9Zt- j5 i CIRCUIT -SCHEDULE PANELBOARD SCHEDULE SEE OT FOR NO. FEEDER ON WIRE zzw �¢ M?: a5 s¢ r f PANE 'CIRCUIT BREAKERS 076 OTAL g,� 3P ae. flJR "NO. eKR POLE ae. �ti 3P MAIN 1,2,3 f 5E 5CHEDU E . ®®®EQUIPMENT t00 2 SE •SCHEDUL PPI 2Z 4Z ro _'T E3 2 z - B - SE 'SCHEDUL - F -PI /9 4Z B ! - 7 4 SE SCHEDUL PANEL PPI i2b/268V,30,4W. S SE SCHEDUL LLQ 28 30 2Co 2 JOO . Seq 5CHEDULf 10® - ■®®®® ! ®■e■■■■■e■ 7 . SE SCHEDUL - PPZA 2( 4,z -!7 MOM WINEUM" ' SEJ SCHEDULEoPSB 29 3Ce 23 5 / MIN®®�®er�ue�■ a■®�� � o®®■®ee® ems® 1010001901 ®®o®®®�■®e■rte® ■■euia�■ ®®�®®®eves®��.�:�-�,. ■■s■t■ ®■mese.®ese®e� e■e■e■ F#3eies®®®®e8®■ ®■■■ ■er■®S®■®■■1■■® e■ae■ ®®©e�e�®®epee ® ee.e�■ee ®■®I�MENNE■ MIN■■■M■■ ■®®■®■■®■a®i v®o®mss®®®e _ !A®. 1MIN■M■■ - ■ ■■■■EN - �e■1■■I■■■■■e■ �® -®®®�®®��® _ ■■mom ®® ■eine(■ fmm=- e■®r ■e� --- --- ®st'ee HUMMINIMIMINIMMON MEN ■■■■ee ®®�■®®®®® .u■■ ■e■® ®®eee�®®®®ee e® e■ei■■ MEMNON Contractor to verify all dimensions in field before beginning construction or ordering materials. - Do Not Scale Drawings. �(9Zt- j5 i PANELBOARD SCHEDULE SEE OT FOR NO. FEEDER ON WIRE zzw �¢ M?: a5 s¢ r f PANE 'CIRCUIT BREAKERS 076 OTAL g,� 3P ae. flJR "NO. eKR POLE ae. �ti 3P MAIN 1,2,3 f 5E 5CHEDU E . LL 1-, ".J!o E3Z ! t00 2 SE •SCHEDUL PPI 2Z 4Z ro _'T E3 2 z - B - SE 'SCHEDUL - F -PI /9 4Z B ! - 7 4 SE SCHEDUL F'PIB 51. 8!e z7 S SE SCHEDUL LLQ 28 30 2Co 2 JOO . Seq 5CHEDULf 171 ! 7 . SE SCHEDUL - PPZA 2( 4,z -!7 4 g ' SEJ SCHEDULEoPSB 29 3Ce 23 5 / Joo Contractor to verify all dimensions in field before beginning construction or ordering materials. - Do Not Scale Drawings. �(9Zt- j5 i Contractor to verify all dimensions in field before beginning construction or ordering materials. - Do Not Scale Drawings. �(9Zt- j5 i I ._ s: ,. i „ t •., r v rpa�yy♦�yY ' ` `� '3 ,4rF'�' s YARMOUTH TOWN HALL =Y armouth`Massachasetts ROOF FRAMING PLAN OF N4s ;� HCiB `yam Dau: 20, 85 Job No:moi 1 Go S. A Scale: A S S N OVJ 11 _ - � 7Xvtr: . r.. 'L1M/3 � o � ANDERSON ENGlNEERNG 764 Plain Street MARSHFIELD, MA 02050 h t — Revisions: -1-777777777— 1pekv,e ai k�; �k�'77 �P `s it 3�5 k k t z �• �Y �i ��� ��s I r, t f K .. 0 !3 P (♦QJ 3 - ._ s: ,. i „ t •., r v rpa�yy♦�yY ' ` `� '3 ,4rF'�' s YARMOUTH TOWN HALL =Y armouth`Massachasetts ROOF FRAMING PLAN OF N4s ;� HCiB `yam Dau: 20, 85 Job No:moi 1 Go S. A Scale: A S S N OVJ 11 _ - � 7Xvtr: . r.. 'L1M/3 � o � ANDERSON ENGlNEERNG 764 Plain Street MARSHFIELD, MA 02050 h t — Revisions: -1-777777777— 1pekv,e ai k�; �k�'77 �P `s it 3�5 k k t z �• �Y �i ��� ��s I r, t ._ s: ,. i „ t •., r v rpa�yy♦�yY ' ` `� '3 ,4rF'�' s YARMOUTH TOWN HALL =Y armouth`Massachasetts ROOF FRAMING PLAN OF N4s ;� HCiB `yam Dau: 20, 85 Job No:moi 1 Go S. A Scale: A S S N OVJ 11 _ - � 7Xvtr: . r.. 'L1M/3 � o � ANDERSON ENGlNEERNG 764 Plain Street MARSHFIELD, MA 02050 h t 5-ZxiZ I i I r TYP LIUTEL- e GALE , 3-Z��Z�i�-IIK�B THOU BOL'( 4 iZ,�e StA4�+ER CZ "A- . FUD) PQ4vID� 6° BEAKWG� ' EA. CLIP, VF L1 ur�,t. SAV E sc'm-E , t°=,' -o" i `6E?- VQUC(: POOZ I P 2ct.• �EQLIIQgMt:FJ'iS J d-#(rM)s 4' RPIM(:H510H5ETc % _FD ; FLoOr At eEQ'D - -- �VAJIQf4 of VAULT POLO2 SP G 40 SGaL,6. TSU S15 4 • 1,5 E.ro. L -4 -J -1-5F- tJ. 3•Z�to—�•. 01,01) And.'aa . •res atoll Ldstten.r..All'-ek,. f"s;ltafezenea>Spanifitit£aest. i' tb�rtb[1 Ld�€dr aad zeattionatza a,•:y ,a.< to tie U61Ae-ited. i�' $� *� The design .and fabziession eriteria of all wood trusaas shall meet with Fi 1\ ZT 3 Z Co "Hat'£ottel .Deni `n S 'erificatioaa for Stress -Grade number and its Fasten Dihiaasiened' Grar£a' riof 'e`ae 3ciiYa iirdteati' a`IE'°t!liaabera''god" g 8 8 r. plataa„ KUtit� ing” by National Tbrest-Pro'daats Asaociatioa (lastest rev£sion):"Timber conffguratiots. ,":,::. Cons�ruc"mn Standarils. Anerfcan'Lastitute'of Limber Construction b,, Hanbiii► sas`arrrc!'ieA idsttect di(a� Y {latest revision); and "Design 9pecificntionsk,for Light Ketal Platt"Con- g netted .food 3zusses'". by" tret$s Ylate In (latest revision) Che same S. 'baslgn Crf"tirttia - j• b 1A as if those' and ail their references sere met out in full ' TRUSSES & SECTION ' H6 L Joie pAu46rt Top chord n r -. W pitf`x 1 herei l l •n..; ROOF 3. All Tiui v "deiltn shop. diawi.n-gs shall :beat the none, :seal and registrd`tion P nnmbet:o a sttnetbral engineer,,,lUessed to prattico in the state of Has- But Cb6rd ,.'DL sf P '»athnsetts�:;.Tbit e.rit3Catien ahsll •be'suppLled •bj the truss fabzicator ". T.1 .� .20'psf, middle ;bats ; Aare: II- o- 5 JobNo: or 'by the.`.plate nsuufacturer, 10 .pef.`-end baxs- Scalei- e tr 'data ahall be included on -the sho drawings: Ah .hrlbn>�i:::_;.:pw.;: �E G �� 2 L The.foll wi g p 8 - Di a: es' n: and taliraatibn':,d*,. �. a'.. �. �. : " •. �. - •. .. , •. < • s:,. h r 5.. Handliag -'a'nd i`ia sseta`sball: einfdsst ere LYuss' lata tb tftut$ 'Ift g0ANN b. Hstal,:dot4nAttots;- gaagt; .s#se .ef .plate, locatiatt and name of steno ;. Sandiin aeod;E eetin iTaed 3rrcprke;..,Cemm tar ' Rdaoaimend#LionaT et' hcA�e.i -s-o r„z taetm,V*v,- ; ,;': ,.. j ',copy if,;r iclb•;rhelf .ba p.rttvidedr d'tYiir`;Qeiierai :Cad SEweCotrbyand Trus so e:nmber graditrg of all truss '*8 llanufactutmr-& w I R `6E?- VQUC(: POOZ I P 2ct.• �EQLIIQgMt:FJ'iS J d-#(rM)s 4' RPIM(:H510H5ETc % _FD ; FLoOr At eEQ'D - -- �VAJIQf4 of VAULT POLO2 SP G 40 SGaL,6. TSU S15 4 • 1,5 E.ro. L -4 -J -1-5F- tJ. 3•Z�to—�•. 01,01) And.'aa . •res atoll Ldstten.r..All'-ek,. f"s;ltafezenea>Spanifitit£aest. i' tb�rtb[1 Ld�€dr aad zeattionatza a,•:y ,a.< to tie U61Ae-ited. i�' $� *� The design .and fabziession eriteria of all wood trusaas shall meet with Fi 1\ ZT 3 Z Co "Hat'£ottel .Deni `n S 'erificatioaa for Stress -Grade number and its Fasten Dihiaasiened' Grar£a' riof 'e`ae 3ciiYa iirdteati' a`IE'°t!liaabera''god" g 8 8 r. plataa„ KUtit� ing” by National Tbrest-Pro'daats Asaociatioa (lastest rev£sion):"Timber conffguratiots. ,":,::. Cons�ruc"mn Standarils. Anerfcan'Lastitute'of Limber Construction b,, Hanbiii► sas`arrrc!'ieA idsttect di(a� Y {latest revision); and "Design 9pecificntionsk,for Light Ketal Platt"Con- g netted .food 3zusses'". by" tret$s Ylate In (latest revision) Che same S. 'baslgn Crf"tirttia - j• b 1A as if those' and ail their references sere met out in full ' TRUSSES & SECTION ' H6 L Joie pAu46rt Top chord n r -. W pitf`x 1 herei l l •n..; ROOF 3. All Tiui v "deiltn shop. diawi.n-gs shall :beat the none, :seal and registrd`tion P nnmbet:o a sttnetbral engineer,,,lUessed to prattico in the state of Has- But Cb6rd ,.'DL sf P '»athnsetts�:;.Tbit e.rit3Catien ahsll •be'suppLled •bj the truss fabzicator ". T.1 .� .20'psf, middle ;bats ; Aare: II- o- 5 JobNo: or 'by the.`.plate nsuufacturer, 10 .pef.`-end baxs- Scalei- e tr 'data ahall be included on -the sho drawings: Ah .hrlbn>�i:::_;.:pw.;: �E G �� 2 L The.foll wi g p 8 - Di a: es' n: and taliraatibn':,d*,. �. a'.. �. �. : " •. �. - •. .. , •. < • s:,. h r 5.. Handliag -'a'nd i`ia sseta`sball: einfdsst ere LYuss' lata tb tftut$ 'Ift g0ANN b. Hstal,:dot4nAttots;- gaagt; .s#se .ef .plate, locatiatt and name of steno ;. Sandiin aeod;E eetin iTaed 3rrcprke;..,Cemm tar ' Rdaoaimend#LionaT et' hcA�e.i -s-o r„z taetm,V*v,- ; ,;': ,.. j ',copy if,;r iclb•;rhelf .ba p.rttvidedr d'tYiir`;Qeiierai :Cad SEweCotrbyand Trus so e:nmber graditrg of all truss '*8 llanufactutmr-& w I R .. �waen.y&�,geae��ta+ra..4v�wtuarxraavtxrnrsx+mcxfs'tnssowNnsAs+ cR�ss .5RI06jIHlc, To Bj- I V4" A I %i" K 1/60 CI -IA W t4 r= S 130L�'ED AT cE.hl7Ci�S. .,.r"y.•y".-,r♦.-,av u. ew.a .sv-a•-^'+�^ .• n, ..0+._..r�rv_v�µ p-� -w�.:Mw1..ra+�:..,.:�.a.,-...,,•w�.untirnar.�. wMn�.�._ru..iY,•.u•-.,ru n...� _. _. .__._. . ._. n. ...... ' 2',( 12` oIG r�.c. rRu-wcRD RA 'j 2%K 14 FLAT WAYS s! Horta TA ;j ! g,rcl<IuG 2 a ^.c TRU }. GOPPER FLASi441Cy RAFT MR -- - _ n, 1,-- -.. (i. MEARINC ON 2"x (." AIAi LFq � 2u 2"a G` N.IIIe I 3/8 Dn17-'i_0 O.C. ST.�4GCREr?! tG•.... y .I2 VF 58 2 ACOU£T. - "K �•-sl•O O.C. \(-i 1 2 TILE �'2"x tt'I.IAILER r 1 �,j r ji Q I`i 3 - I2"n.c. _ C ALAS jER -C - - I" A 3" Fu R R I E 4 ' N A tJ Vd `R Ey- 2q°e).C.� \ LPiI{ — J F. r -FACE OR O, Z L. it P -•RICK , jRU�s> RA r` -TER-, Q co, IL 1 �� ° j "'• 2"A G"CAI{Tla• pLAr� r 'I/2'FIf5ERC,IA1 .k `' �.43ogo,caSTA� GfBR6D � �"" I ` S CA T 1= 3/4 i �- It TIL 17 B ;4 oa 3s -- -- PLgsTsR 1 i Q Ohl Rock LAjH I ! 4x4., GON tIN• 23/a'ras 1 I ��OL� Rocs( IATHBIocKIr1G 1/2 P '� tit S 7 I I y x 8 FRIES , �� C �•o"ro,c. — — — Me7Al ; I r METAL •\ ! CLIP ! cnul47ERSK,,) \ -�._" ScLly ME AL V ra�lT CORWFI 8E: Ab • PLASTER '.( ,.PLAS7Ek- 111CAULk111G r rACF QF- ON FON WIRE GA�LKrNG LRIC'K VEtJEEF, I�I st I A D 1 3 2"t 12r 1 LItITEI 15 TED _id _ �%�J7 , VEhIEER 126M7A�,dIP— WITH 3/8'4Gt.l, n " - Goppc2 FtAsw( - -AutKINC{ cAulKl�14� METAL pJA5T• s1AT> SL BRICK I I 1 CLIP t'x3' I �> TOO2� ._ SILL FURPON'q I j , I i-� E n D 1 I I1 i m B i i 1 i I 1 2•'tx 4" oA 1104E u t n z 1 I i 1"K 3.FuAL` at Low ” Tr -2 N . S A n l tt ff -04 W4E, Q �.�• _ l•- �tAUi.Kla4 ;� , mn I 9 1 1 CAULKit4 META `� I a 1A C) . otl j t cll T ME ALIATu =- -...._-- � P+R1C6( r j 3yz tAtL;: T I- L L i I ! j I 5, DEtoW r II 14 ALCOR coRt•IEiR BE AD•% ,✓... ..I. t 1 j '�/�"�� COPPER ,I i I j I JA B � � 2',cCs7unS FLASI•jINC R 1 r � i I i , E -n s4- R' r Ecus 2=10" 0. . ; 1 ; N PLAST l C,A L a 3" - I'- �p I I ! u I S L ' cA l K N�_ r [ )I M4TALCLIP PICf 1 EV `n 1 �] DOW DET' I �A SOV -1 OFF)CF. BUILDING 11-i r �:c _, � r s�LL ,Y, FtRS� ��OC�R F{�i`MIfJG PtAQ q Y 1 .. �waen.y&�,geae��ta+ra..4v�wtuarxraavtxrnrsx+mcxfs'tnssowNnsAs+ cR�ss .5RI06jIHlc, To Bj- I V4" A I %i" K 1/60 CI -IA W t4 r= S 130L�'ED AT cE.hl7Ci�S. .,.r"y.•y".-,r♦.-,av u. ew.a .sv-a•-^'+�^ .• n, ..0+._..r�rv_v�µ p-� -w�.:Mw1..ra+�:..,.:�.a.,-...,,•w�.untirnar.�. wMn�.�._ru..iY,•.u•-.,ru n...� _. _. .__._. . ._. n. ...... ' 2',( 12` oIG r�.c. rRu-wcRD RA 'j 2%K 14 FLAT WAYS s! Horta TA ;j ! g,rcl<IuG 2 a ^.c TRU }. GOPPER FLASi441Cy RAFT MR -- - _ n, 1,-- -.. (i. MEARINC ON 2"x (." AIAi LFq � 2u 2"a G` N.IIIe I 3/8 Dn17-'i_0 O.C. ST.�4GCREr?! tG•.... y .I2 VF 58 2 ACOU£T. - "K �•-sl•O O.C. \(-i 1 2 TILE �'2"x tt'I.IAILER r 1 �,j r ji Q I`i 3 - I2"n.c. _ C ALAS jER -C - - I" A 3" Fu R R I E 4 ' N A tJ Vd `R Ey- 2q°e).C.� \ LPiI{ — J F. r -FACE OR O, Z L. it P -•RICK , jRU�s> RA r` -TER-, Q co, IL 1 �� ° j "'• 2"A G"CAI{Tla• pLAr� r 'I/2'FIf5ERC,IA1 .k `' �.43ogo,caSTA� GfBR6D � �"" I ` S CA T 1= 3/4 i �- It TIL 17 B ;4 oa 3s -- -- PLgsTsR 1 i Q Ohl Rock LAjH I ! 4x4., GON tIN• 23/a'ras 1 I ��OL� Rocs( IATHBIocKIr1G 1/2 P '� tit S 7 I I y x 8 FRIES , �� C �•o"ro,c. — — — Me7Al ; I r METAL •\ ! CLIP ! cnul47ERSK,,) \ -�._" ScLly ME AL V ra�lT CORWFI 8E: Ab • PLASTER '.( ,.PLAS7Ek- 111CAULk111G r rACF QF- ON FON WIRE GA�LKrNG LRIC'K VEtJEEF, I�I st I A D 1 3 2"t 12r 1 LItITEI 15 TED _id _ �%�J7 , VEhIEER 126M7A�,dIP— WITH 3/8'4Gt.l, n " - Goppc2 FtAsw( - -AutKINC{ cAulKl�14� METAL pJA5T• s1AT> SL BRICK I I 1 CLIP t'x3' I �> TOO2� ._ SILL FURPON'q I j , I i-� E n D 1 I I1 i m B i i 1 i I 1 2•'tx 4" oA 1104E u t n z 1 I i 1"K 3.FuAL` at Low ” Tr -2 N . S A n l tt ff -04 W4E, Q �.�• _ l•- �tAUi.Kla4 ;� , mn I 9 1 1 CAULKit4 META `� I a 1A C) . otl j t cll T ME ALIATu =- -...._-- � P+R1C6( r j 3yz tAtL;: T I- L L i I ! j I 5, DEtoW r II 14 ALCOR coRt•IEiR BE AD•% ,✓... ..I. t 1 j '�/�"�� COPPER ,I i I j I JA B � � 2',cCs7unS FLASI•jINC R 1 r � i I i , E -n s4- R' r Ecus 2=10" 0. . ; 1 ; N PLAST l C,A L a 3" - I'- �p I I ! u I S L ' cA l K N�_ r [ )I M4TALCLIP PICf 1 EV `n 1 �] DOW DET' I �A SOV -1 OFF)CF. BUILDING 11-i r �:c _, � r s�LL ,Y, FtRS� ��OC�R F{�i`MIfJG PtAQ t� tts, .. �waen.y&�,geae��ta+ra..4v�wtuarxraavtxrnrsx+mcxfs'tnssowNnsAs+ cR�ss .5RI06jIHlc, To Bj- I V4" A I %i" K 1/60 CI -IA W t4 r= S 130L�'ED AT cE.hl7Ci�S. .,.r"y.•y".-,r♦.-,av u. ew.a .sv-a•-^'+�^ .• n, ..0+._..r�rv_v�µ p-� -w�.:Mw1..ra+�:..,.:�.a.,-...,,•w�.untirnar.�. wMn�.�._ru..iY,•.u•-.,ru n...� _. _. .__._. . ._. n. ...... ' 2',( 12` oIG r�.c. rRu-wcRD RA 'j 2%K 14 FLAT WAYS s! Horta TA ;j ! g,rcl<IuG 2 a ^.c TRU }. GOPPER FLASi441Cy RAFT MR -- - _ n, 1,-- -.. (i. MEARINC ON 2"x (." AIAi LFq � 2u 2"a G` N.IIIe I 3/8 Dn17-'i_0 O.C. ST.�4GCREr?! tG•.... y .I2 VF 58 2 ACOU£T. - "K �•-sl•O O.C. \(-i 1 2 TILE �'2"x tt'I.IAILER r 1 �,j r ji Q I`i 3 - I2"n.c. _ C ALAS jER -C - - I" A 3" Fu R R I E 4 ' N A tJ Vd `R Ey- 2q°e).C.� \ LPiI{ — J F. r -FACE OR O, Z L. it P -•RICK , jRU�s> RA r` -TER-, Q co, IL 1 �� ° j "'• 2"A G"CAI{Tla• pLAr� r 'I/2'FIf5ERC,IA1 .k `' �.43ogo,caSTA� GfBR6D � �"" I ` S CA T 1= 3/4 i �- It TIL 17 B ;4 oa 3s -- -- PLgsTsR 1 i Q Ohl Rock LAjH I ! 4x4., GON tIN• 23/a'ras 1 I ��OL� Rocs( IATHBIocKIr1G 1/2 P '� tit S 7 I I y x 8 FRIES , �� C �•o"ro,c. — — — Me7Al ; I r METAL •\ ! CLIP ! cnul47ERSK,,) \ -�._" ScLly ME AL V ra�lT CORWFI 8E: Ab • PLASTER '.( ,.PLAS7Ek- 111CAULk111G r rACF QF- ON FON WIRE GA�LKrNG LRIC'K VEtJEEF, I�I st I A D 1 3 2"t 12r 1 LItITEI 15 TED _id _ �%�J7 , VEhIEER 126M7A�,dIP— WITH 3/8'4Gt.l, n " - Goppc2 FtAsw( - -AutKINC{ cAulKl�14� METAL pJA5T• s1AT> SL BRICK I I 1 CLIP t'x3' I �> TOO2� ._ SILL FURPON'q I j , I i-� E n D 1 I I1 i m B i i 1 i I 1 2•'tx 4" oA 1104E u t n z 1 I i 1"K 3.FuAL` at Low ” Tr -2 N . S A n l tt ff -04 W4E, Q �.�• _ l•- �tAUi.Kla4 ;� , mn I 9 1 1 CAULKit4 META `� I a 1A C) . otl j t cll T ME ALIATu =- -...._-- � P+R1C6( r j 3yz tAtL;: T I- L L i I ! j I 5, DEtoW r II 14 ALCOR coRt•IEiR BE AD•% ,✓... ..I. t 1 j '�/�"�� COPPER ,I i I j I JA B � � 2',cCs7unS FLASI•jINC R 1 r � i I i , E -n s4- R' r Ecus 2=10" 0. . ; 1 ; N PLAST l C,A L a 3" - I'- �p I I ! u I S L ' cA l K N�_ r [ )I M4TALCLIP PICf 1 EV `n 1 �] DOW DET' I �A SOV -1 OFF)CF. BUILDING 11-i r �:c _, � r s�LL ,Y, FtRS� ��OC�R F{�i`MIfJG PtAQ UN DE R r Q•2,`,.a12", GRG`cot. L•G-CnL rAARCM. 2"{ r2" Ut1p�R .2ss KROOF tRA 1�� �' LA NNt3, TOWN AK N Q-1AOV CUT FI T. A 'T r MAS S• �; �� TypICA`L B/�SEMENL �= _ _. 'Alr. 1�/ tf `j�'i�1 S Dal y/_���. 1, YY I � DO V`� DE TA j. _ I E -ALL DIMENSIOPS Must Sf +' '' +, Dn 't r'� I"� ; :0`i NOT , a 1.. W.: W+_.----- `1 NO ✓�� I HrAtJ, �r_, .. >.I;••„=�`,r.tit ,(. i•r E; VERIFIED BY CONTRACTOR AT DIJILDING r'li'!.K'U dY' ✓ _ - 1 tts, P45R, u c n T p�{ID +DI�G.l lfl c�i A !D• Ei i. i. ' V N c a6 i I�1 I I 10 t D; T x 1n D lA w { J � I I iii '" i 2Y'A FN E DeR 1 { I N 2"A $� R 6 E b' �RA i2 Y' CSS .O? C. 2 LA L LY 112 N'14 1 $8 3 2"x 12. i 3.2".'12" i2 9 to , : 4�/2: .. 12.Yi'5E ,+%z" YAC TRussro LL 'f rt AFT9;.R`-:2'A-p:;~ UN DE R r Q•2,`,.a12", GRG`cot. L•G-CnL rAARCM. 2"{ r2" Ut1p�R .2ss KROOF tRA 1�� �' LA NNt3, TOWN AK N Q-1AOV CUT FI T. A 'T r MAS S• �; �� TypICA`L B/�SEMENL �= _ _. 'Alr. 1�/ tf `j�'i�1 S Dal y/_���. 1, YY I � DO V`� DE TA j. _ I E -ALL DIMENSIOPS Must Sf +' '' +, Dn 't r'� I"� ; :0`i NOT , a 1.. W.: W+_.----- `1 NO ✓�� I HrAtJ, �r_, .. >.I;••„=�`,r.tit ,(. i•r E; VERIFIED BY CONTRACTOR AT DIJILDING r'li'!.K'U dY' ✓ _ - 1 , ,,r 4- lad }. 4. 2Y�• . t �. �a` - l '� - • J. ct..uc.• IL 41 ,i. •.t.-2h"¢a•q.. •w. �j �'�:. ar-a.,, 5%z;N � ,% T/ed Ra1Ser AV _TrvDse•Pt'�eR ars Zr�. `''/ �.-,;`.bipc. h+I rl r,S•... _ - �� .. \ wpn \� :+'P. ', \ .�. �� :.4"JI A'• Ca u'i�Or a. _.�_- __.._�. � i� -/%/ f L•'•r -'r: N Pfl9[r .. - ! -'__- SY+.'4 T•Gc� 8to'wid['<on+In• \. - ; ` � ^ -¢toaa.lr. �•�`_ a.x'h^5, e, �. caiWa)J. .. \A /"".P` .a \I'T4+loc�,tr>yj c_4o�a'GoJe Meld 7 i'>.• AQ''• 't" G'Gw++er _ e :.L0.'f i4` SGored F,becs�a5> Fulbplcne A'YG'wd. 6u+ _ _A -?,•'f0^_ re. t : �.:_' z z. -ase �•:, Ear 8o7rdJ�?' Marinr _ - _-'�_'."'� E�r�. ,m.,..��._•=aras...'�'-.'ems• - �•� i _ t_ Gey (..'tile ' �� t I t - �, •• � :: , 2' w_,4e)2 .Cove"bb ld �-. ? l`I 3" r+r arp ln� ta'n•c,./ _ / 1 � - 2A"PJ eri A+oN' :. Z 2 e e ['G-b'XG'," Ylaie.. -y,_ yc.. Ib p, .. - - _ .. ,�4,-1a-A sti••F., t. ypl: ne f;btr..ei" [Ile J - �:.'e1:. 1..A 8. Fria se 1 / ,d jI •r - _ i a �- _X L[n4 1 • : - I : ,Je er ai ,a'J rl _. ( Fri[iC-r ; L_-Me49t Corner bead ' ri I Rocti la+4,dpt as+ar. z 4 Ce Mold D 'Y Ylas,;•ur. � c?n �SriiY,Yen r ;� rj,ir space y r t -i 0 .ri Y i'r_'314e•I .basin ' tt i d 1 riGZ[r l.. rom ccrn r wrCh -, d.. I ;Or' /kr bh Oai•h ,..n _ �J tet 5r;ca,' Siii j _ - ,, F 3k I i .I /•apkal+ 'TSIe •__. I I m � ... sa.:1 T- F!•.61 tGfe ie{piny , w A`:Qub b. dr. bass it • - yy.. stab it �$/® yL 6.6 CaJ1. 4 rk. f ''..�L"q 4alv.ana}wr L• Gose - t 6 , .,. r.•:r "`,_.i it bat+7:8 P e c• �_ =c_- �- -__.__ �-':.�..__.-_.zr zr____._._. _...._._r_.>. �"- -"a, - . }. e 1 a+d". "{' .tip sd',,. c. ,.SbJet s+G.•M Bt ta'e• . ¢ }. J o s s is a il.s ::.s.a •c+.a.. rfa oa. Capper 1 L_. t 14D2.tofp•ar Y .9 ash in,6.:. �\"---. - in.. rade: 1Q: 9F 25*. t0. 15 15k _ i2o6bar basa '� 4 ,.r - - � a a - .. � As hal+•Fila ,:c„ ,.�. r-: "' `� - -' � .. '- , R-abbal Ftnuh :' te.� ltla•Goha To n .}lask•on Gyp. to+h r Prl 6' r' \ ;? #h 13'•o•G• • t � b �.:' i p-, ayS.'i me+r[ar,a GB ,�I. fin.".5r.de '2- •+- - - ,,. ,• , � t � , Brick 1lanacr r ', ' .I a cop tan+ire eX+• dn.walls a -. - % - {JF da ta"o•c..bo�h W ac;,, Lr}h , cernr txad , ;. , iniertor face en+trc •I r� � n, µ t erra4•• dn• wens • ;.-:. . , ... -'�" -3yz .� Lall 5: �-. :' I ,A'I. : i�44o c' $aa 'Li e1 0.4• i .. . -. .a Y _ -'' • .1?ei1}S �'•4�0.4 '." 9+; / S r ♦ � tit 1{ i X11 3 C: CD IV (. r: b'h.^4 $`Y'/4 L I ., 1' i/a• W a•:t, ere bedew 1., rO L R' •,•• enrnrr Lead '-�\CmFper" 1'IasF.. c+ver L .^� a . _ � 2"wd•Can♦ 1 Fl/_ G„11I«.�Y L. n,nc t}, P1asICr en .. • / p1 Vr �- r ...:. r•- _ `4 per �"1.♦ A• Apa. ]lrtp , I ti i` M_1 Trc Fra•n;nu Anchor.�2 per Jeiti S?Ytn tGr�)^.j• .y/ ___-.-__ - .. _ - - - r t' -10c k:. pato _. e - ✓ C uPPrr S. , %. ` _ _ "'t_.- -. .1 _ _y__�}, .�t•._ o, r• 4.•� ,I aP.h.4 c n Iv. .. - r•,It:Flash: _ d - m . .... .. _ - .. } ."' - , .:=1•A Z, .a raP;aina� 'c+ O 4 _ _ _ _ _ F _ L 4`,Y arf•cr .r,.., am e } ,.':I '$4"f Z4".✓Cbr6d :PiberSl v,Ea - . Tar pater •l. n. J - a r ,i min+ ', o' irr. mesh .. _ - In•ka -'°u'/s I:'!t'Jt y+'G f. ;.1 I - �`_F V1•pgi ine'-C Ci4 Tile' -- - 'Car P pe /•_.OVa cmne. Slab ,X6.. d w ,L/^ zX4. een+ / _ ,.r' a .. _ ., r f �- :'.:. 7_.. .,:.. _.... �_.,.. :_�.,. _�-._.'^--.-. __ ._ 1 See Lin+sl"ObL ,. • - r e rs Fld.{. an T "`_^a_•�--..---r_�:_ _ . • .. -" X1?, Os 'iSl ; ,}Ply r�ar C ` . ;' �"' _.ti GSl (� , ;.n '[; . _.. -___.------..._- _.�...-_-._ _:. _.-- - -' ,_ .., :.. � •-' " - - V - _ 4ca -t' - Gar'ner btu - - -- - --- - _-- l..•..d." . r2 n• ,%',� b J .: ,,. .: .. Go Con::n• 20. X,i- CrA+c •, 1. 1'. ,•.� - 't' �` ♦e1. SsJls.... .A: - I - I', 'r" r •cvOeo so L,.. . ..ba7 )(3-a X,.o pG ,d��✓S - - J^ -._.1. _. , I :. r�r jot;,i- • J%,:'.. 3''C4k _ Ys. __.1_. �{ �{ -_- _ s,; - .. �<. 'yu'�G � Reds eon•+tn..in �+ti., ,ps."� 6•' o•.a• Y�o+h was - �"¢ods/ e•n+t n.'yn fjS : i /: {-��._ ' _.• � 74�4� -_ e --"'-Al,,":, -�.._- .✓.1`1 - bza. ,: I...,: I .. -_ .. ill _ („vu vier 2n di '. ` l _ - - .. A. K. £. 1_1.: .TH_QL:1 :: LJNr-It D'9 MT.� - caitsing : -Fin I FJ^ �� { .I ,-y.l•�r{" ,' _ _-._...� li - - L7 �ric4•r be ynnl u - ..,lei. C _ _,�� ' gra. ,.. ,., .. '•.' .� r J l��i. - - �i'��.UII .. ..+i t.>Ced i . , ter_• .. • _ � p . :. � - ' I ,� . _ IT*44 7 o v /t.�o1, m Trues %,y` 1 ( \ I ll ", .a. ,' .o. .rc :is .wY4}i ,N 'I4.,I1 y G I _ ; t _ n von o� rsn dte �' 4�• .,CY'ne.4 ..%[ \^^i 1'•:'J t 1 I � /• • l _ a c c�� • ,, � , _ o•c•'.a1 cr•a, me et s +P^•: Y ,; •'• ' I s I . -... _ }-' Land;n ' �.---'-•, � ,... ..e .: ,'-•�I.g ts.a^+ 34" Q•s. � _ :° i�l O -. ' ;' : � I; _ ,. d ( +� _ I f 3: L lio no: roJ+:`:. it Jam ra n t.++. t. '�A r{t Dowels, I i. \: .... .. a ', inavta4,ei vavA+:: r. 1 e • o• .,..tk--.---_-_+i._- a , .. it .I. : -.".. : .. . -...._ .....! '� _„lfl -'` -7 T- aw:r'-..:d.ni 1 , t r. +l•,�.6ho.c: �a +• aGd c :. - - t. a. .dmoC.. �'•--v _ .. d t 'a. Itr _ .v a,r 0. C. i AVissi er wails P c• f :•:. S V - V..-. m o r . I '+ O W-rQ , - V , r>.I r, .. t�I a I c Gem ac�w,:.xr�Y.1." „10H EA- �NTQ. .' - [ E r V 6 i. ro I r . � 1 ro , v far" r }. v'. - ,l.+li. V �1 S�cTa�rJ 1 ! _ .': ::. .. '',. = 1. t 0.. ! _.-✓ C'.7i@], ir'=}•a=1=Q" ailY vredGe Fee •li _ ,-... .... : . .. .. ' ' , I •. , m. -. ... _ .. ': .;3ai.4. Ands - . "� /J- /. J k U • s2 rk;od c rat-iI d�. •t t Z / / n l C� 2@� Alum. F •, - ,. '`.; .f+•• •R•s4l;aer''. i'apsC o- .; I 1f E Q,T•'..`, E.G:�f"•' •T 4-4 SZU r __ � 4" 2ubb:r X { •. ,;,• l ,,., . , :.. -. .:' ,. '-V.:',. -. _. _. .,. 7 r /'. -Az tial+ � - 1 { VAULT- >:. r' :.: j.• :,:.� �i'ad,p.QvdsolYY, -1tJL tOne:Toprsati h1 o.J:asle n 48asr:blab._ - - .- t.. „:. y, , _ em. oL on air. $. .. .: y. t .. ,. a.. ,. _ .. ,. T.•'s .t ;. .: C„^'.+ -jam - A J • p l• *A q' yT.•X0'�"L f , , p,:' :..' r .. .. .. :..,. r!Mr1:., :• - _ ieJ a �• S Z %' f'- �`•'� '� Ti'"E� L :� 'C�s` !da L-1 it 3 � Slratyh'i Itta�' � .,.. � '++1-� 1l , ` =Yz"�' Lally --_-t,--�.,>< Cnrr..nt P%AIL +er �, i�aYAlurn. Faoia L11 mel al 1a-44, ;o W ire m Inti F'n• Grz'Lr fl•99•s6 V / :i l 8"X4"XY2" base �•�-f--.r• ._ Y Z- Ya• ¢ X 1'•O" anchor AcNa I fl r •0 9 n .. 1 - � h �i• / f x t E ,. - •, - ...- ,. .,.,,: .• - .. •.:- : ,' r '. __ :_._, _..___ .. WOOD FRAM k � ::^ •wl . • � .�.' ' F. _--_-_-_ _ _ - - a• �. - ALL �><T�i�•1o>� YJAus SFIAtt: BE OF ba�eD w ' / t •••� a • ",; ,,�' : ,.W .':. j: ',-..,� y; L'•g• - 1 - >J CATHED Dl/•.GaUNAa. t. COVE•REp IJ`It3� 1 ^� ,L\ cj �` E. 1' C _ Go>,sjrSucYto x __. f T,�, i �- ► - - I 1 A TOWN OFFICE- 5UlLD$ G sll ET NO, for itic T 0 W YARMOt�-rH l 5ou-TH A,QNt0JTIJ, NiAS� --- -- ----- WA TER ;r. GA = IV E: Y' . DATE, __.l�'I`_ _ H _ r •w DRAWNHY: L, �� JOB A R C hi 1 r 'N0Nti'A1vNIS CH'C C D. BY: ✓ Vo c;