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HomeMy WebLinkAbout0545 SCUDDER AVE - SCHOOLHOUSE POND CONDOS - 287-019-003 j GENERAL NOTE _ S .. FEES: GENERAL: .::-: . 1 Contractor shall obtain and pay for all permits ,fees , li 1 . it consteuction and procedures P censes, : roya l t i`es and taxes , spa -•.. ..• ••- ll. meet the. -requirement of r wired for. construction and q the Massachusetts, state building occupancy. - odej the local jurisdiction -of j .. the and any CODES: other applicable urisdictions.2. :. =: PP j All -materials and items shall be 1 . Contractor shall p erform all instakled or apltgd. ,.as per the work. and provide all materials o anufactures . instructions direc- ® MID) r in compliance with ail apple- tions and recommendations anc� cable codes -and ' jurisdiction • as er the best ractice of the in lud n0� - • P P C i g the. latest issue trade. - -of- The 'Ftassachu§etts Stato 3. ny. reference to "Contractor" in Building 'Code and anv- requir hese drawings and notes shall re- ments of the er to the .contractor, his employees, Contractor shall perrorm all is sub-contractors or their .-sub- work and- install or apply all subcontractors, his suppliers and items and materials a e - - .., � per man ny other individuals or companies ufacturer's instructions and re nder contract to •him for this pro- commendations and as- per practi C (Omc) (Dm ect as the case ma a 1 .Y PP Y of the trades4. ontractor shall provide all nec- ssar . labor,material,e ui ment. TE - .Y q P MPORARY SERVICES. it m e s t a e ools and e v s n s r su r i ioP squired to perform and •complete• the 1 : Contractor' shale' provide, insta work as w n b he I shown or intended y t and. pay. for.. an and ail tem- . _ drawings. porary services as required for ._ . . _ . . • construction including w . ... g ater SA EY: - electricity - and. .telephone,and,. heat. ' 1 . o ntractor shall carry out pro isions of"The Manual of Accident STORAGE: = QD Prevention In Construction" , pub- lished by The Associated General :1 . Temporary, storage 'of "materials _ a , ontractors of Amerfca ,Inc. and n debr is�is 'and .excess materials other safety precautions as re- shall be allowed on the ro- quired by any applicable jurisdictions ect site, only•. ] my in' a location Isa6fety including OSHA,and manufacturer ` s • previouslya roved bPP y owner recommendations for equipment !tools• or materials. Also see;., OSHA- TEMPORARY SANITARY FAC ILITIES: Safety and Health Standards 2207 (29 CFR 1926 1910 r latest edition as / r� 1 . Contractor shall provide tern- �a licable. pP • • •- sanitary -facilities in con- f ormity with all state and to SHORING' SHEETING AND BRACING: cal laws • SCAFOLD : 1 . !Contractor shall, provide, install ING - a - ; and remove and pay for any sheets . 1 . •Con.tr•actor shall pro•vide,erect shoring and bracing as required and dismantle an and all inter• b n ortions. of the construction Y ' Y a Y P . . _ process. for and exterior scafolding and staging as,.required for constr- uction and incompliance w' r 2. ontractor shall .c. eckoveref P with -, nd coordinate all measurements , ail applecable laws,ordinances • 537 549 SCUD ER AVENUE HYAWN SPORT P& ASSACH,. USETTS imerisions ' and re ort an discre- codes -safety rules ( including CHAT Am REA p Y OSHA) and other applicable • ancies directly to the Architect .:. PP jur- immediatel isdictions . Y .. STREET . . 9 ? NORTH . L ET S H U S BUILD! MAN. FIRE RATING FOR CARPET SCHEDULE HYANNISMASSAG NG GODE CLA �!F! CLASSIFICATIONS CATlON • O A 1. G 257 75 i. MSS � E •GROUP: " _ -2 M ULT 1 �' 1 L 2. �sT,41�I-!•�D.L• Lam.; Gt.Ass :'4 " o To '2 5 F LA,M� EIS t> CONSTRUCTION - TYPE: �,� ALLOWED. _ . . -o �MIX>1N� W1 i1 FIR RATINGS F R P NT SCHEDULE �-1T E 1 GS O , AI . L&HJM spran S.Ha srTY FftL XCEPTIONS: GaTldNl �e.7� -�a�To� , Nor ! o0 ,. N>0 Cmf" 50�f'2 ALLOWAF5L �I�I�vi�~T G �� up rLoo Vl.M Sao ��� zoo IN F� � �U� uN�r � � f� To AvroMI&TV �iFPPK[*F% E RATINGS FfRE�ESISTANC 41 20 �� IIJ �a�NT now OF STRUCTURAL ELEMENTS , ..�. I . J --- !mod I`�UtI.I�LNL }.{�iGv�} � � i A :A,FCT 1 AC c� A . i o . C9 , +trc � � t�c'F � � -7 5© C H h Sa-b,''7 AU_XV\t/AM L I N 61t�AeiP r� `Td AUTomils ' 11 - i�%I oM CI 1 44 - DIM �YS M . N , 9 .. T I e2jA 1,�,-rl ol� I� f ' L�LLoW - � _ . . � I N4��a S� i �o �, . -�• ID 2v0. - ARCHITECTS ENGINEERS � '� 20 0� 5,�, OF • J.}aRIZONT�L. � 5Ep14lc�•~CIv�•1 ACTUAL: I N 2 �Tof��� .`• . : • 1.406 AMAIN STREET' N� is� , (mcc* r I r vxr . E � MASSACHUSETTSST N HA • DATE: - F. p yir 4A W o s ONE o -- HEAW DUTY H-20 COVER N/F ROBERT ANDERSON' WEST MAIN SCHOOL HOUSE POND O DRILL 1"� HOLES IN COVER -� A DB 3798 PG 45 GOOk, D IL`(2;DRAIN' PROP.H-20 i&G"S 5 2 X 2' GRATE (TYP.) RO RAISE BERM TO 12"X4" M p �/ \V SEE PAVEMENT CROSS SECTION 6 -r .c 4" LOAM AND SEED COMPACT BACKFILL IN 6" AT BASIN MIRAFI 140N SO/ y - t ALL DISTURBED AREAS LIFTS (TYP. ALL DRAINAGE) FABRIC OVER PC -' - j MIRAFI 140N FABRIC OVER H-20 DRILL (2) 1 +s 0 ERLAf 2 90 �.. 3" MIN. PEASTONE PRECAST SOLID H-20` :'. r; HOLES 3" PEASTONE OVER PIPE 12"0 SLOTTED H-20 H-20 SLOTTED H-20 RISERS 12 � HOPE ' PRECAST 12"0 HDPE' DRILL (2) 1"0 CORRUGATED HOPE PIPE , ADS N-12 OR E0, /-'M TAR ALL COMPONENT , SMITH RISER AS RED. N0LE5 / (TYP.) ADS N-12 OR EQUAL _..�� �� �� ., � ., •h .»• r.-:, rr.a•:.•ra..-:�•ra+*t�ti' tt•+ r.•:: rr'."t..yf,, w�•syy,a,. �`� :;7•-..ta+r"ft�;•►;.+v.r,..• n7....t,w'f•. ."t"'Y:"• } '{ •`' .75"^1.5" DOUBLE y 2.0' TYP.) G.? . . ' :. ( .•;: COMPACTED E6" LIFTSREM ANYONE PROPOSED 3, ;.':.: 3 3 C.B. TRAP UNSUITABLE PROPOSED ::: 0 :: .' „ C.B. TRAP 12"0 HDPE PIPE =:` :' H-2 12 as HQpp PIPE ELBOW �. SOIL H-20 .. ELBw ENCOUNTERED i� n 1000 GALLON P co S Qf� 12"�H-20 CP 1000 GALLON 2% MIN. LOCUS (IF ANY) : .::" •' r. LEACHPIT FOR LEACHPIT 2' ,,: , .; 6'0X6'-8" SHOREY . , . . PROPOSED 1000 GALLON E PRECAST r 5' MIN; "' 6'OX6'•-8" SHOREY :; 1000 GALLON PRECAST HYANNIS HARBOR LP1000H-20 OR EQUAL H-20 CATCH BASIN �- AROUND LP100OH-20 OR EQUAL VING STONE : :• : : H^20 CATCH BASIN OX6'-8" SHOREY SOLID /' \.1. ,Ft OW-8" SHOREY SOLID TRENCH CROSS SECTION ) REPLACE W/ ;: :,'.• ;.: BASIN H-20 OR EQUAL NTS I •. CLEAN SAND • ' '• BASIN H-2 OR E UA 8 S 0 Q L c ., ::.:....:............... .... _.........:.:........,... SECTIONAL PLATE /. ..................... 6 WASHED STONE UNDERNEA H ::' SECTIONAL PL,4.TE WASHED $TONE UNDERNEA H 3'X2' LEACHING TRENCH STRUCTURE, COMPACTED L0C(�('+� j C'I STRUCTURE, COMPACTED BETWEEN STRUCTURES ............................................................ V � MAP 3/4 - 1 1/2 ........................I................................. SEE TRENCH CROSS SECTION 4 MIN AROUND PIT � �- _✓ 4' MIN AROUND PIT 7 ` SCALE 1 - 2083 WASHED STONE (TYP,) W E I t,_.AN Z"WING: RF-1 FLOODZONE: C AND B �Oj AP OVERLAY ZONE (9/1/1998 REV,1 MAP) FLOODZONE DIGITIZED FROM FEMA'MAP D R A I N A S TI O .ASSESSORS MAP 287 PCLS 19-1,19-2.19-3 \ �� ��......,�.".....,..QE. - ..C.��O �.. . .. "' MIN LOT A (PARCELS ARE TO BE UTILIZED ��. 'L NOT TO SCALE N/F FRANK C. & JOAN M. ROLEE / O AREA: 43,560 SF t`� DRAINAGE CALCULATIONS: AS ONE LOT) FRONTAGE: 20' O � <� DB 4567 PG 313 SE`BACKS: 30' FRONT 30.2 PROVIDED �' PR OSED RETA411NG WALL "� ' - /, RATIONAL METHOD: 20 YR. STORM 15' SIDE 15.2' PROVIDED DES N BY OTHERS -_" �t /' _ / DAi: AREA WEST OF CL BUILDING 15' REAR 15.3' PROVIDED PROVIDE GUARDRAIL_DN-T(3P t N� /, - ' w _-- ,NE( PAVE/BLDG: 9920 SF CN=0.95 TO MASS-�C F 9 LAWN AREA: 9920 SF CN=0,40 1 74 9 11 7=0.69 COMBINED LOT AREAS -- �� / T.O. . -15.5 OF , ^r ,� COMPOSITE CN _ - �'V �0 1 iJPLAND, 56,5y0 SF (1,30 AC. „-.- � Y 0• ((9920}(, 0)+( 12 )(• 5))/2 6 • ) �w F WA lr:-�-\ \` �,, _,_- t y ��r,� ,/ / �.' Q=CIA 0.69(4.O1N/HR)(21167/43560)(448.8)(1/.5)=1207 Sr: REf7. WETLAND: 41,800 SF (0.96 AC. � N7 � r` COMBINED L�1 AR�;/1.3. USE (2) 6' X 6' LEACHPITS WITH 4' STONE AND 50' OF 3'X2' TRENCH WtOE 7.0. t 6.fl TOTAL AREA: 98.390 5F (2,26 AC. �- 15 y_ .".,.. _, t ro O,A �. UPLAND: 56,590 SF 1.30 AC.t) , , / TOTAL LEACHING AREA PROVIDED - 1236 SF .---" O.W. 21.0_ - ' $ 5 WETLAND: 41,800 SF (0.96 AC.t) f �/ DA2: REAR DRYWELLS / = �� � � � , - BLDG AREA 35$0 SF ' PLAN REF. PB 501 PG 90 �g -,__ � - TOTAL AREA: 98 390 SF 2.26 AC;t . DB 7747 PG 193 #2 ( ) \ Q=CIA = 0.95(5.0)(3580/43560)(448.8)(1/.5)- 350 SF REQ. ~ -- PAVED 11DE RiGI i ? 1 O / / USE (2) 6 X 4 DRYWELLS WITH 2 STONE _ 408 5F Area = 14,242 s .fk \ T. 1.0 w r LOT 1 0.33 Acres Q LOT 2 Area - 6,648 sq.ft /- - SYMBOLS KEY ENG. P.SULLIVAN ' r`•? `, � �OPp._�D .1.{p) 0.15 Acres /' 00 "pVC ,� �, t �� N F JOH MO Z `. Q / / BAXTER & NYE A 6 , / OG i P / COORDINATE GAS HOOKUP - "r AREA D IT , BASEMENT FLOOR EL 16.5 `;� \ BK 221 G 6 #3 LOT 3 UPLAND. 35,700 SFt �g /' �lr ' - {TYP.) r%� `• WETLAND: 41,800 SFt P P ,/ CATCH BASIN EXCV. AL FULLER AALTO / BOH: NANCY LEIT�ER WITH GAS COMPANY 1 .0 INV. 16.1 �` r \ , O 4 / Q SERVICE TO REAR OF UNITS t I ryry �� o v* 77,500 SFt �`' / 4 I , PROPO5 D a UNI 1 \ t a,y ` BORDERING / p � PAT P-6330 87 o t / 6"1NV. 20.64 . �. VEGETATED �' Q #2 PAVEMENT \ 6 X 6 PITS S) o O� P 4 PROPOSED L.IGHTPOLE 0 EASEMENT 0 WAY TO B£ - ( r 6.0 ,� TLAND DELINEATION REMOVE X IN PAVEMENT AN / I` GRANTED T TH T o 1 , W/ 4- TONE N '� O , ` E GD �O <15' HIGH 2-24 LOAM & SUBSOIL 0 E d b �, a . O PAVED 4 BY HAMErn CONSULTING �, / / 24-120" CLEAN MEDIUM SAND \ 1 ro ro 1 _.. �. - SCALE DRAINAG STRUCTURES A.ND REVEGETATE.• b '� OVER LOCU •TO BE ry :. / 6 0_v t� to - ' o `. T BE REMOVED PER PLANTING PLAN BY BILL LEWIS ON FILE ,P ��\ / SOIL OBSERVATION PIT DEFINED 3Y HE AS BUILT CUR \ \ PROP. LAWN 70 , t _ Q O ' 0 AND 4.5' F THEIR EAST FOR C 1 ;- CL NOUT ` , WIT THE CONSERVATION COMMISSION ,\ 3'S i c� / TH18 THE FUTURE"SI WALK. 4,5 t \-' AREA ACC SSIBLE B� 1 15• ;� i �0 / q� PROPOSED CONTOUR D l 1788 SFt �Ny , „ p 4• ti / 71 0 \ � THRU ECK 1ry �' IN ERT 8 CMP ,� p �.}-"-- ENG. CAROL YOUNG, PE ENG DANIEI OJALA SE o O 1 3.0 \ 0• DGE _ � ¢4, O / LEACHING ENCH (TYP.) UNIT rG q . ; POLE SAWCUT EXISTING 4' \ � � � �jr� � DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING 2nd fir F / ---71 EXISTING CONTOUR BOH: PAUL LANDER V T 1 to . ( ) -� ,I - (REMOVE) BENCHMA K / V. A MEN AND INSTAL O 3g 1 �,�� 0 .- - / - EXCV.: SCOTT CONDINHO EXCV.: REID ELLIS (UNIT 1 1st fir) 6• ,, �g.5 ~ _" ` RIM OF C ER ¢O �`0 PROPOSED„GRANITE �, � � . F CURING 6 REVEAL t i� \ - �� ELEV. 2 .t t' �` / `� P# P-7587 ---� DATE: 4•-t 7-90 DATE: 11-15-01 SET 5 OFF TRAVEL LANE i .\ __ - L , 0S� / W / v f , _ -' ' REMOV PAVIN ' 1 PROPOSED DRYWELL IPIT 0-12 TOP & SUBSOIL 0--6"„A LS 10YR3/2 AS SHOWN (TYP.) D Y w _- p r -,. TIN O� ►�5 / / w / 12"-168' MEDIUM/COARSE SAND 6-40 B LS 10YR6/6 \ \ t __- <-= SEE Ph4 G �o� �, _ - w \. 40•-156 C1 MED. SAND REMO E EXIST. BASIN a1� "� ' _ - - a ✓ PLAN, \ y , p �. / DRAINA E \_� �.Bt Cv GARAGE _ `'� -~ _ > tc� - ,' �� �\ / /�' ` 2.5Y7/4 ___�_ �J y�UNIT 3 & 8 N o . .I EASEME TO BE GRANTED i TO TH TOWN AFTER - \ o N SLAB EL, 2_3 5_ 1st fir w �. .7 F4 / 70.7 EXISTING SPOT ELEVATION 1N5 LA ION OF - t =-''� WAGE PIPE ) (2nd fir) �91 ,/ I. -r-___�-_._._ - 11NG nRA v' 11 iv r / TH 1 A TH 16 TH 2 I POS DRAINAGE \ :_- EX\S P0E5 , 70.6 PROPOSED SPOT ELEVATION EL. 25.5 EL. 25.0 EL. 22.0 j NEW 10 O GAL SOLID •, �,, \g.5 0 / B /B f PROPOSED PROPOSED T.F. � � PO � ,� / B EL. 24.0 EL. 18.7 MPR BASIN CURB INLET \ �, CB2 F&G ELEV. m 2 .-4.,"'� R f\ / , EL. 23.5 I W�/ � 0 E RG• MATCH EXIST. GRADE i 23.0 E' WP\ C<`\ \.• / J TOP PERC M �>tftN. INN.S 18.1 p R cie c` '. �4; 6 REVEAL GRANITE CURB AT 24 TOP P£RC ' PROPOSED. LEACHPIT / 12"� 9• � �\ � 1, _ -..._._._. � <2MIN/IN AT " H N 1 - / WHERE SPECIFIED 20 G1 <2MIN/IN. 60 HDP _ 0. _ . e , SEE DETAIL RIM 2�.3 �., y ----_ _ � �----_� � � ..--- �t <i MiN iN. _ �,., . `---._ r MIN. ,0 . .. � -•�-•-=-..,_...._� _��.•.._._l_„_,_,_..._....r. i / ELSE �. / ( INN. S 17.3 , AT 29, --> G , N -� - 3" 1" TOPCOAT MASS DPW r" j J , r g1 12 X +a� \\\\Tu �... / CCBERM TYPE I1 rtv' 2� o o - __!-,. h / / 2 BINDER BENCHMARK w , rn "✓y 5_ RIA _ _ �`b o, , EL. 13.5 A.00 '� 1 OAK cn •-.....-._.._� �_ _ /n /' y EL. 11.0 EL. 9.0 HYDRANT T8#45 r 5 h r, �� o --- - ELEV. 25,64' O 3• a ' --=--- - - / /' 0000000000°og000000000 NO WATER ENCOUNTERED x UNIT 5 - �: ,/ / .' 12" PROCESSED GRAVEL N NOTES- GARAGE s 1.� 3' _ �`_. GENERAL E R A L . , o \ SLAB EL'. 23.5 .� MDPW M1.03.1 NIB. ROLLER COMPACTED 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 15 _� , o h� 5 -. p REMOVE TOP & S B501L COMPACT SUBBASE AA OLIDBA5IN �.-, / APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CBt 4 ` ►' --- i� 6' 2000 PSI CONC. AGAINST CURB CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE \ \ INN. 9.4 22• _' - i g ` � � (1-$8$-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIP NT IN THE CONSTRUCTION AREA FORVERIFICATION FLOCATIONS. §WALE G r o - EOU E C E O 0 x PAVEMENT CR .�ECTI�N N r, �� CUST _ ' '�'�► '"� ""`�`-------__._ �- � ...,.,,�.�,,.,,,��.,�,�„�,�.�.. ,., ..., .,�..,. 2. ALL. CONSTRUCTION MATERIALS, COMPONENTS, AND .METHODS EMPLOYED ON THIS UNIT 6 _ ,� NOT TO SCALE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS U'6 X LPIT ° 't ./ AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD W 2' STO - ,`♦ 'SF SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. E. , FILL OLD E SPOOL r. � ! 3. VERTICAL DATUM 1S NGVD29. 6.0 / m l / 0 0 0 0 0 '�.•., �I.+It _�.20 _i',' ,/ 4 P WATER AVAILABLE. p rn \ 1 PPYE 1 xl F o > / MUNICIPAL WA E IS i 5�1 1 _( , v 1 G O 9• �o� o < R P T `' \ I 2Ai o°o"� 00°0 �`nw�1{ / /- 5. DESIGN LOADING F0 ALL PRECAST UNITS �r 0 � •2• O x 6 ,� E5 N LO EC TO BE AASHTO-H2O. + O 1 0 UNIT 7 yr OP �5 i , ' PARKING CALCULATIONS: 6. THIS PLAN 15 FOR PROPOSED WORK ONLY AND NOT TO 1� 6 0 L3 p i PiC,>L • 22'0 / `'� .' 8 DWELLING UNITS 1.5/D.U. O M14,11t ..- / ( ) = 12 SPACES BE USED FOR LOT LINE STAKING. 1 VISITOR/10 SPACES - 1.2 SPACES 7, NOTE. ALL EXISTING BUILDINGS AND UTILITIES TO BE REMOVED. OBTAIN PERMITS AS REQ, ?s� vX 0 1_3 ?': O� Z I / ? 8. ALL STORM DRAINAGE TO BE KEPT ON SITE. \ R \ I a, d' a �, Z / ? ,/ TRAP ROCK AfvRON (200 S.F. 6 DEPTH) TOTAL. 13.2 SPACES REQUIRED L S E FEN ED 1 \ 6+ O p c _ 13 SPACES PROVIDED LOCATION FUNDERGROUNDTI I IAPPROXIMATE \ �\, M 1 1 �cn, P ? ', 22• �, INV.118.5 \ - 9. LOC 0 UTILITIES TIES 5 ` \ F&G a�� CONTRACTOR TO NOTIFY DIGSAFE: EXIa7. 1 / ( i' 10, 4 LOAM AND SEED ALL DISTURBED AREAS EROSION POLE \ X \ 24. 1 1� PR(�P 05E1U SA 6 `°, B ' - �P V 1 ACHING IBED "� P� - CONTROL NETTING STAPLED ON ALL SLOPES > 10%, E 3'X2' TRENCFI r INV. 17.9 35'�68 1 O �.C• -- - ` 11. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. r - 68.0' 12. ALL SEPTIC PIPING 4"oSGH-40 PVC UNLESS NOTED. 6"0 BUILDING SEWER'\ TH 1 A \ `I ` 1 It 6 1� 6 1�\ C2 ,a iz600 GA�M-'20 LEACH PITS ( ) 1ATE WIT -4 STONE SEE DETAILS VENT (15.241) 13. COMPONENTS NOT TO BE BACKFIlLEO OR CONCEALED WITHOUT \ \ 1, 0 �� 1 \,O5T1 f /,.' �S INSPECTION ..... t� r 1 VALVE `- -^` BY BOARD OF HEALTH AND PERMISSION OBTAINED \ p Cl SEPTIC \ 1 6 1` 1, ,-- - '. _'.. FROM BOARD OF HEALTH. �S .--- _ - vdP G\ RESERVE �i3`a 1 1 --' C .WALL .. , „�_ _-_._._- -7xk w,.: QNE \ "0 1 AREA 1 1 , .-r 26 "} .._ ._ _._.r - , ' �• .� ..._ 0 � \ N� � � �. ,,,• 9 � BROKEN � •,• f o 1 MIRAFI 700X FABRIC.:OVER. STONE \� d\ 2400 SF 1 - �. _. co i _ �\�✓ \� 2 CU.FT. CONC. -b -- I 3"PEASTONE -'._..__ THRUSTBLOCS AT ALL ANGLES i, ,. cO .�, ..------------.. --- ----- � -- (TYP.) 16 o D-BOX cri _-__.4'�SCH4Q•„PVC AT 0;005-_--- _ "� ;n ;'o'°a°S' °;mac"°o°\ y 29 TITLE 5 ORIFICES, 15.251 8 I '00000000 60:00000000 SITE PLAN F ,..•' I' AGM£ 9-HOLE 1 Q ( ) r00090000 0000000000 R Y �.i' r/' H-20 OR 1 (6 � r00000p00 0,0'.000 p0 � i y D i EQUAL - - -- ---- - . _ _ - _. _ « _ ,000000,, 0000000 000 NEW 100 GAL SOLID H-20 0, 18"0 SO ID- - 0 HD ROP W\0� PIP £ 1 _ o '" ._ ., \S �, o\R 10 OF 537, 543 & 549 SCUDDER AVENUE \ G - __7 RAiI E PIPE S%� FIRST 2 L 1- .;O ,__. »..._ .. «...._.._ , ..._- I 12" TOTAL`_OF 1.5" STONE BASIN W CURB INLET � ---•---�___ __ _ �__ _-__------- DOUBLE' WASHED ONLY I SET DOUSL F&G 0.2 BELOW ? 4 oLE 5 PV EXIST, PAV ENT GRADE 9 TITLE 5 ORIFICESIN- "PROPOSED DR 'C $EMENT T@-TO N �_ __. LINES 6' O.C. ENGINEER T4 INSPECT HYANNISPORT INV.'S OUT 18.6 4'S LEACHING BED PLAN VIEW_ 1„ = 20' (2.5' FROM EDGES) CROSS SECTION OF BED { TOP TRUCT 6.5 NOT TO SCALE y -,, --' ALARM ON SEPARATE CIRCUIT CONNECT ENDS OF (BARNSTABLE ) , 1vlA PROP SED GRANITE _ -,_ 24"0 CAST IRON H2O COVERS AT GRADE (TYP,) FROM PUMPS;TITLE V SPECS. PIPES WITH SOLID R IN N -O \ LABELED "SEWER" PROVIDE CONTROL PANEL 1N BLDG. 4 SCH40 PVC AND VENT (15.241) PREPARED FOR CU G (END) v� L D-Box W COVER � � TO ALLOW PUMPS:TO ALTERNATE / - WATER TEST FOR LEVEL T.F. EL 24.00 GATE VALVE CHA THAM RL�'AL PR O PFR T Y LTD. %7. APRON 4" PERF. SCH-40 PVC PIPES AT 0.005 PITCH SEE 310CMR 3' MAX: 20.66 TOP PEASTONE 174 MAX. 20.3 TOP 1.0 15,231 2 INN m 6"DSCH40 PVC K 1 LEACHING FIE 68 X 31 20 0 f SC'ECS. BAC %MIN. s�t.00� o�ptA _ _ _ _ ._ .- , _ w _. ..- _. - _. 19.41 20 0 20 40 6 Fe pt�cN vG _.. _. ._ 0 et 4 PVC 4 PVC 0 P E w 20.64 18.9 u' "50NA Rq t\N t1NN. 20.42' 18.65 PROP 18.36 r-_ NgpO T E 18.61 10 TEE z �Rf� E SET BOTTOM of STONE SCALE: 1 = 20 DATE: DECEMBER 18, 2000 AT ELEVATION INDICATED '1 STZ 18.31 O-< 18.06 20 71 ON INLET :75, urr 5O8-3s2-454t REVISED. $ 22 02 (DECKS, STAIRS, ADD L TESTHOLE) SEPTIC DESIGN: SEPTIC TANK. PER 310 CMR 15.223 TWO TANKS REQ. PROP ST� a �Pi .. . . 10 TEE N _.. _ lax 5os 3sz-ssao FAMILY DWELLING, MULTIPLE: 110 GPD/BEDROOM 1ST TANK: `"60*200%=3520 GAL. REQ USE 4000 GAL H-20 S/1 4 A r 10 TEE 2000 -i N Y _ (BELOW IN v.) 000 GAL, H 20 PRO X m 16 BEDROOMS X 110 GPD = 1760 GPD 2ND TANK. 1760 100%-- GAL REQ. USE 2000 GAL. H-20 S/T 19" TEE- GAL.H-20 m� " " LEVEL 1ST 2' INV. 20.54' DOSING CHAMBER: 1760 GAL RESERVE: USE 2500 GA H-20 S T ACME PRECAST PUM c� ALARM+ ALTERNATE PUMP 4N 4 AB01+E PUMP ON 1 / W/ GAS BAFFLE 14 TEE " 1H QF NO GARBAGE DISPOSALS ALLOWED LEACHING: 1760/0.74=2379 SF REQ, USE A 68'X 35 LEACHING BED= 2380SF OR EQUAL .25 WEEP HOLE 1540 GAL RESERVE VOLUME Of ..,, W/ GAS BAFFLE CHB =3.11' down cape engineering, Inc. �� MAS CAPACITY = 2380 (0.74 GPD/SF) 1761 GPD > 1760 GPD O.K. _ ` ,: - •, ,. ,.,, V CH CK VALVE TYP. �,*� � ,,�tAl' �C - _.. 2500 MP ON ram„ Qr ARNE y� � A�tNIE N. ACME PRECAST PUMP OJALJI l -r AL.H 20 OR EQUAL WORKING R NGE 0.78 CIVIL ENGINEERS 5 CIVIL PUMP h'Fi;' : :. "��. v+ HEKH'I.5 SIZED-FOR-AC-ME LAND' SURVEYORS 30792 • SEWAGE PUMPS: 2 REQ.. 6.5'X12'X THIGH OUTSIDE DIM, 4 6348 �04 SEPTIC 1 1 \ A I MYERS 3WHV 1.5 HP 5 IMP. 1. 6 TANK, VERIFY FLOAT SWITCH eTE OIL " ST N A 70 GPM 0 25 TDH OR EQUAL6 O E_BSE COMPACT FILL BETWEEN TANKS SETTINGS WITH ENGINEER IF 939 malri St. yarmouth, ma 0267598-277 NOT TO SCALE FR�JIE JALA, �aN� UNDER (TYP,) OTHER SIZE TANK UTILIZED. i a i I i _. ... Y I , ' x _ 7'y �--5f•i-lNl�I.�� a .: ,�iN��i!_._PL.-'t �-��r�t�J1�"7�'L`/' z fu� r Nh E , �f•�^ to I ,$ ' �' AT z �-- } 1 I r rm i € I 07� �M I ` T i 1 _ -r _ re v . - .. ;"W:�Caw�...wA�.►�.___ • 1 ' tom. I'ITG4 ......... 1'4,:-7aN� I Z ROT- Lf p(TGH 41UFC7LQ _I_' y« - _.- .. _. 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T91 761 439 0900 A PAN. 3'a/ 4�a ai4a ►' F � «••-. --•• --• --- -- .NOTE:' SHINGLE CAPS INSTALLED W!1.712 TERMINATE RIDGE VENT 6•FROM GABLE ROOF END AND IY FROM TRANSITION FROM RIDGE TO PITCHED SHINGLE FASTE�Sw/OVERALlFASTENER ROCF SECTION OOVER END OF RIDGE WITH SHINGLE RIDGE CAPS I I EX7ENOE0 10'INSIDE ENO OF RIDGEvENT. PIIVIDE' TO PROVIDE ADHESION FOR --� ,WATERPROOFING MEMBPANEBELOW ALL NGLE PoDGE GAPS. OVER.YING CAP. ROOF CEMENT WITHO T EXPOSED .....L. \ L FASTENERS: • IS POUND ASPHALT - FELT - UNDERLAYMEtVT .. - _.. I `l *L lYy- EXTENDED 12" j I VENT SET IN BEAD OF SEALANT CONTINUEOU RIDGE 2 COURSES Of .._I � �/ OVER WATERPROOFING MEMBRANE �• — -- — —'^ '—' —"" WATERPROOFING W!G ENO LAPS � MEA�QRANE NT RUNUP CENTER OF VALLEY - �,�„y.��-_�„•c2.. '''"i1 �. I jf ( 5 z F •t '`T /� ` F �r�sr y a•Vkd �,� _ WA ���•� ., �"�W+add?kb* rc 4�nK.� ��� �';\ a,„ ,T�' - __ ._ —� � ' 4:.-',*,,Ix •s r i ..A a� �` ..,' aa.d• ��i1 � - x+ W.l��x .Y��'.t >t+':F H wta•bMF�I'»t+,y :.,?t;: e� wrt 2�r ` r , w=, '4"w�, ,nrc'wl".-x`���� �a ar,++: .,�1�t;c�,+w�aeh ,.u;, ,e-':. �"�.- � \ s"Ix'r,z�3' •�. I � r,4 ��; ' �>°� . a �`c� 'r"„�" i � m-si Y� �� '. �rrjd ^a.�r,•�.� ,,. e r -Tb _... '' 4:Y t,S? z J ��'� -.�'r�^.. a k . .+ t SHINGLES 12• at _.,... _- BEYOND CENTER OF.VALLEY ;`a. TRIM 1"OFF FOP i� y� ( CORNER OF CUT ,i;' s. w c•:i rpyn SHINGLES d SEAL sf '.'bc d" '� `� 6 - W/MASTIC• arz I � ` i '� \ �.�``k .�,w,;' X•tl S v I .. >o , CUT EXISTING ROOF SEtiEATHWG ASREOU E TOPROVIDE CONTINUOUS ` \ y Y am it tl Ncs Al \ 2 FASTENERS AT � CUT SHINGLES 2^ I • � _ , ENO OF VALLEY SHINGLES CENTER OF \ 18-WATEPPROOFING M3. VALLEY ME RANEAlONG86TH i - _ .TOP OF FELT YMENT SAES OF RIDGE ERLX•1A0OVER /J 1 'r ALL UNDERLAY W-.WATRPROOFING MEMBRANE AND \L L_t�... --- .F---'...4..+ • - __. _...._. - - OCffAGE OF ECUIRED EVEN( 1 I SHNGLESSHA EETSIMMED AS R TO P _. r F _f� Wt 'Tit 7=M I _ .... _ — : ' NOTE: CUT SHINGLES AS.' I NECESSARYTO PIT-AROUND I '' _ +� It I \� 711 NEOPRENE BOOT WY / • SET TOP of 800 1 ,� A,, �•, FLANGE AROUND VENT •,,, _ VENT PIPE (� T _ - PIPE WRHOUT �� . /- I 'FlSHMOUTHS OR VOID5 - " V . £WXTENOSHhIGIESOV�RTCPOF WATERPROOFING WATEF7PR � � .- � .0 / v" RAKE TRIM BEYOND FACEOF , AT D SAVE LOG.TICNS .. MEMBRANE EXTENDED .. . ,£r OOFiNG ' i FA EXTENDS ONTO HTH INSTALLED ONTO WALL SURFACE ILJ^ _ - - W CO CE Vd7H THE'- . IdEIoBRANE { BEYOND FASCIA.II. 7 ABOVE TOP OFDPoPEDGE. ro i CH BUILDING ? ! CODE. li tip 'WOOODECK^ 1 € I — {� n .. xr:. .r%, -. 7s°.. r - ,< �7 . ,, ' ^ � ` - � .�'. :•s,a '� „ 7 aa7u. r' �`9 �b +:�+� i,Ub+. Ft COURSE OFFII L PST id f <fis $ '.. _;e +,.dlem �+'�a:.. '.Y •,fit,.. r: :!s °�"-T; t a� SHINGLES • �, z a " `•.A 3. r -.. � *�..,. ., ,, ... 13ti.• �_'. : n;7 �: .`,5�r� Vie. „ '�; „ ,-. °:° ,, : - "": �:..r r • L _ .,n`+• FF2s.,, `.� I / ,r.Y- 'f ' ti f"',�r i.�'':. a - Ell f- .. ADHERE Ep �, I , '` „ ,-, ,• ;; .r:� ; ;- >s� _�_'� �� 'L r,.. .s. _ . . •. :rs:, SHINGLES a z+xa , `C: - `Ld .ySP,. .ai6, 9 drx r '4ntx ` :V ,ug ' .;." t4n". ,-!r TO ': .._�{`II. 4 METAL Q �k'3k� '•'� r �.�� � �: FLASH NG BASE /� —T' s •r / I r ,>:.. rn.' t :: t' i 4 WITH .' ': / _... - ----...._. • - . ,� r, ;- + .. ,, ;�.: � '3>,. �. .,,�' :r-t ,.,.a,,�r 1�._ , $:•.,,, . 'L',T a... .: •b`w,zire SEALANT :. .__— � ( ,. S' .. �,,: v, ":.,,. •. ' ,2� ' ..5;. S. aR •r �"` -.kvs .•:.r:.r-. // SE 7 BOTi M E IG EOFRASHING BASE IN BE OF SEALANT C, :, s qq \ 1 ,_.__ ti n- d" ,a. ..y t-; �. r'1''tso- ?;1-.�.•- "�a",i` w. ` .. ✓✓✓ s .ti.., �,. a.T:: '�rx. �§� ���. v.. t''t,, s�•�.�,;-•:.7"` '-r 4� ��ti u 'cur d#d'�"L:°. ,{,l 1 � ,.. � - __..-.. .. I - �j. .� ,r,•� '-' ..xis;. � .. � •,.yry,.r. y., .�->i x, -d# ,. •^ ,( - � H ( uv, ir" -•-',.a g" �w � /� s` s ri 31 ✓' `3 a �, ;yY, � r`s r LAP WA OVER THE OFWGMEMBRAN 5 f •,_ _ T STARTER COURSE BELOW .' OVERTHE76POFSRINGLE / RRSTCOURSEOFFULL *" .r• . W URSE BELOW VENT RPE f I / I I SHINGLES I t� METALDPoPEOGEATALL �/° i i i SAVE LCCAT70taS _. . _:�JyI'141i�1 _. �� i f ' NOTE: � / FELT UNDEFCAYMENTSHALLBEi.APPED 12.OVER THE SIDES AND TOPS L._.� 1` OF WATERPROOFING MEMBRANE. �7}�•N s-�•c�,. - .. BEHIND GU IA , �- �� ii 7 -••AEXTENDEDO O FASCIA FLASHING • --.. ...._ I - : TIER F METAL COILS OCK BEH ND DRIP °5; NEW 5 SEAMLESS - EDGE d BEHIND BACK FLANGE OF Y�" \ , � '1 : - ALtA-AWUMGUTTER ii - -�` /i Vdf FLAT BACK FLANGE GUTTER .-... I dBAR HANC•ERS16'O,C . PITCH ED TO • ... .. �._.. (_rJ�.ry ...... ... .... r.._ / 1 AS p 1-�/ Lj _ ( -- - DOWNSPOUTS i� BACKSEALBETWEEN \ EXIST WOOD FASCIA GUTTER AND COL STOCK n LL_" _...-..-..L—�— • PROVIDE BEAD OF SEALANT 6"ALU14NUM GUTTER BELOW FIRST HFNGGLL.E3Q/RSE "_' �-,_— .—"-__. I .:•-. IFLASHINGBELOWLASTSTEPFLASH LEAD F SHEATHING AND OVER FASCIA TRIM _ GE 00 .WRAPPE AROUND _.A LA 4— IS POUND ASPHALT FELT UNDERLAYMENT •`� BEHIND NEW SIDING MATERIALS WITH 4^LAPS, j36' WATERPROOFING MEMBRANE /% I RUN UNDERLAYMENT OVERSTEP FLASHINGS. ( II ( LOCATIONS, WATERPROOFING EXTENDED D OVER R RAKENE ALL RAKE `,. NOTE: / / .. ��,1 4. � _......_...— / iIi11 (\'�,IJIIi{I TONS.EXTENDED OV B3 RAKE®GE OVER TO?OF ; EXTENDED 78'VP WAIL _ t'j -- FASCIA.TRIM BEYOND FACE Of LOCO j> W AT ALL LAVE LOCATIONS, MEMBRANE /' /f .. - __- I ' I • - .. �" _ } EXTENWDEDOOR O.FASCIAINSTALLED' DANCE vA H i MA-SSACHUSETT STATE BUILDING . • i / - I _ I /� .ASPHALT f WOE. ( SHINGLES WATERPROOFING MEMBRANE I u. 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' T�;y :.,;,` "�"`,,,a -<':� � � ..-' �✓ �;a. .. -•-----""_! r LONGER THAN S GLEE TO I BETWEEN E EN FLAS I HEAD lAP _ a � ^T= ••br ", i i �� ,.� ,.., _ •, '� ��� t,; '.1 EXTENOR.ASHINGa z •r�+.- •. BEIWEENFLASHWGS. � _. _._. I_. `��' BEH ND SIDI NG A1� -'-",.` i ....__._..Y'T' I _-____. "#', :C,,; .3 'i } •,«i e, t - - WOOD ..._.-.. ', •."�v,3IF4r'��auy,: .C-. , ,.•"�"` {.' ' 4'OVER 70PCOURSE \\ I -s \ .. �• ` • h ;$'� r'""�.aM.q+reaw,• `�"q` •r nt�:�++;,.,, ' - -, OF SHINGLES .. ' #'i.tilten^+- 3 `\ .� •* i \ '1 TggTARTER COURSE BELOW FlRSTCOURSEOFFU_L _ , , ES ;,» s , ?� _ �, 1 , 'i_''.`. a. :V. t �... -:1'•.- -.._......_.._. - _' _. .. - _. T / \MET ,x a ..�.,h't4,"`fit •. ... .,,.r+' 4.. t � +` ,y- i �, ., g5.�, o .. _ ___.._. L'I' . - ..:7...^'�.:-. c er.;�'• __. .. 'T+ ' �•s+ y ... . �. _ _.___-'___._. -._-. / ___--' __- ALL FLAKE LOCATIONS � . � SAVE LCCA71Qt4SA WOOD DECK ham...--� EXISTING WOOD PAS 1 , I • EGA: � W /F t •..R '� '�' r�': -''... 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'� -gip � � t� � t� $-•� X�-a o,{��c�A: •{ � _. ...1:7QQ1 F� �-��t'a S.�t. .e__... : O CAN G. j. cct —, ------ 4+— -- — — — — — — — _ —— — -�-►- , Its , 1e,tJ . , U t : do I _r7 't!Q ; �ufd�QT�Cc _ _. . . 0 1 G � - 4 1.1TI�: . I� , _ �. twI t _ It,4,L,* -, i f, U uo, b 01111W r i ' • , TU w4u:. ' � tom.:.... .• —v Z;__. � : �.; � � �'IT C{} _. 10 _ l N t r t k � r ! ►��.x�, .::: t :a: " .W ' �_ — _ � d I_ nm IT : : • : t , l a �F _:. Vl, �X GN_c; Gt f= tN _.. _ , I � �, vulw. ..._.._.. : U N I I o , c.oNT : c'o1.1G• . ttNf>Qt io N ., _ _ � _ —. •. ( _..L�e�'1.1t_'(' '?A_.K...{-tJ�.:GDNG';_�'t"�(r � � i ��-:bi�T-2i7'.'_�2:;1�?'_`Gff�"G��i Il.� _ 1 t+ i t 4 — O 1 I I _ A-6 ,t t� y I _ ._._�._ _ __ _ ___ _ __._ _._ _ _ _ _ 1_ G ., e 01 — ._S. Lot� , T�C..:...._ _ � R �k76�-�fi`YP { cp WU 2 x + Gt�gr✓t,t M. p 2 t _. 5�� Gtr 1+� Lp�N G• . out :A ?T 4% �•—.: ..._ s`�� ., � _ ;31-cz�l_:.___. roKN�azS - - - ME;�l� :. ��� �� 01 --oAdnive 12. (� 12 f.0U�1�lZ . UN11"S NN�rGv�d/ i .. __I. $ t7K 1 P:::LF 1T6tf , �- B. ~C_ cb..-c..__.. .. SKY i,-114.j fic JL 4 �,t�t,►M.,-_.cowl ..SN I N.G�1:rt,s_- I. �y `� G4 G . — ._ 4— _ � .�._(fir-'�.zav r� nitxX�.. .� __. �a. ► t� � P �. _ice. a 6., _TfP ►'� - 2 r r I MOW h— .rlT �0N1" . l*IG.... _�' S1.4f3 ... _, J t {t •.i• Ii 1 tl _.... _ I,,.:... !I_. .. _ .. .. _ ! - IL _ . '. . I - t?l _ k .. Abe 1 i ,. _ ' �,° dap, � Av�l✓. _ . 5�L4YA-0 ow SAL , I��, —� <7 __ G,Q t: /� =I-d G.iat..� /� —I C SG( la✓ _ �� ( - rcuN h, k1/A 1:1-�-- : • - cat:. _ — -- — _ -_ - — __.._ _.. _ _. PROJECT: V RE 1StONS• •=. D NO. DESCRIPTION RATE — ' C tl PETER F DI • ATE: -j SCHOOL-HQ SE POND WNDOMINIUM ASS6ciATES,INC, SCi)DDER AKENIJE le HYANNiSPORT,M s• ,CAI . ARCHITECTS-ENGINEERS 'CHATHAM REAL pROPERTIESPINC i N STREET DW'G NO. 106 MA 297,MORIN STREET;; , krANNtS#MASSACNUSSTTs_ S T O N E N A M,M A S S A C H U S E T T S 02180 sT t S � i s ' TEL. 701 l3r, 0900 PAX. 781 43S 5940 / - - ------- --. --- ..------- _ _ --- _ _ —._ _.----- - ---- ___ _ .° . - - _ - . _ _ _ _ .. .. 17i'�cvlt _ .,____.__._______ __,______._.-__ .____-__-,___ ._,___ ..- _.__,-. _._____ _ _.,__. „ ____ .._____. -.--__ _______ _ -_______ ___ I el.,�__ 2!! �-4" -i 0,!_4"- _ E -!�"-...._,., _ I t- -- it I It , ,, STD. HOOK .-- - __ __ ___ _ __--.---. _ ____=-E�L_!-`�_- ______._._.___�..,___'L 4� =__T_ __ __ _ ._ !e .rL. 1 S 4 G 112t +� -- (14 MIN.) . :.,.'Z '2ttx��'_.I 1, . (typical) ,( Lr ,/�'`�y', �_r 1 , r fir. ........ p 1-2 d I d . y� yn� I,d,�', � ufiO/�Q d p v. d � I .' . .. 10_.._ fir ' o."'l-I'I-," Z .. - �121 � i 'fo, , lam,. :fit":_.,:... '� ICo r. ap: olcizot-1 w a : _j HORIZONTALS .. I : t o i4 -- -- - _ - - ��-._...-._.-_ . „! r I N _ _ _. _-,.__ . --._-- __.. _ BARS I I--- -- _ - --i , __ - _-� -. __.1Wo I' o -- t - cn . _ -- E TO I ' i 1 p' . 1 _ _ WAT n r- I i t ere required)t, � I I (where I . : /. __ .:L,-L-,­­ - rp,H -GQ+ C / _4 _ , d ____.__.... :.. �:J 1. �I.. . I _a , I 4 IN __... _ T1 r CONY l _ _ o T F L,N, *Z- 11N�1' i I -ob»�'Ala"ii.=2 -----�--- KEY i _- , _.- �rP-Ik1 'T �' I ► \ . 3 lb�_ I I I -- i ! I # - _Ifp,.., _ i1. 0#4 4 . _rl,� u ` `: + _i I ! ! I iI AT INTERSECTIONS : _ ' i + -t 1- I F .d LoNG: _.1rI TA -- - F >+ o I 2 t - 2" 1 1 t9 i �. , ,_ _-_.. I .i ,, . , , , 'La t :T,o, � � ; ,00 j C' v -- _-- I _.,.l htN _.1 !� i i C=ta,' __:,, 12t. -.1 I 1! I I t 1i3 a 1! t t1 y e , J L, 'G!,5--____ I 1,• i i c s _ t. �: ,1-5 it -3 I L ►7- - ...Ll__to i 1 1 o !_epr_ [[ M __.. % _,- - CLASS B SPLICE 5 1 .....-A _,. i ., ,. _.. . ._ ^,Q 1. I ; _ _ - 1 --- - t - .4 1 .ilz a � �t�+IE2, > . I 1 i ,+ fi i r. -}_ _ .._ri_. � r_..:, , - __ . i o ,_ + G4Nat ( . .. i L t , _. _. ,. - I 4 D i al' I i _Ppp I I I - I I I E;a, . : I I t- -t I `VA m __. _ S5 __ _ _ 7_1 _ 7'. .. . _ _ 44 i , _ 4 1 1. 1- _ 4 t _ o jai_ I ° "_ i I ,� i. .4 1 p ° d 6001>< 14 I _1---�@ - , I 'L>a 1 i - << d I a _-...CONY17.Qtr k.f o '' -4 I a i _ I iUa t'-2 l - �. mil- 4 I - _I:.: i L I .­01L ! t i- i lot , �20. _-._,-__,__ ___ . �t;.. I - �9 1 ► .. l I -, �3 l T I©,, _-.._Ct 1�iG,-_.F G _ __. 1 " i - ,, _._ :.+__ --+ Tw. ., = ,:o,f `/ _ , .r rt a aiJ rZ-�,!S I tc? t -E i I „o ,- I ? l __ . , ,t f - Tole_1 ( 1 ar z:� -r' , 1 t I ; i -�`G'YF1,4 $e�_ _ >o ,`k __ -r -1 - - �&4, ,L, (D - - - I I � I --- 1 .F l r .:_ :._ 4'. _..._� i ap I __ act 1 „ - N -+ _ I �l r I i �r I 'F . __ �i i t t i� 3 __ .. 11 _ 2 i -�-$- -Bi _ I I t =M:l ( ' j -1 AT CONSTRUCTION JOINTS I tt;N.- l I ._. moo- :. a _ 11 -:. nQ ( U I t�'n i __ ,!. # M i 1 __, ).n_ _ i i . . -—._ , , r _I. :- I l 1 -V i '-5" io� I.�,_3!� __ _.4,13l-5 w i O-3. t t S + IDV3' I IOC-3' + - v�_a" 1 _ _ �` I I - -i _. __ __- ---_ _ , _I I I �4 ] .,e-1�.-.. [/-.i--- -=Li.:fij�(J (y r I..� lb I i L I :__ _y- T d._ ? 4 ( e(. �,_. t 1...._:. . �' r _...I m 11 tQ ?,,_&. _ _-S_..... Ito- i - i I t _ __ CLASS �� � � 6 SPLICE . .i i I I i I � I I l I o ,F i I i - - , t- - - -- - - :� - - ---- - -___ I----- i _ _. _ --- a _.. - � . t t ,- . t } i f _T,o, ,_ . I - A, I I �I: xv :r -�+.. A ( i . if `I -r -r _ . I it _ _ _ ,,,�,� - SIN �� 1 a f It v I. I,:2q,00 -'+ t ,.,. If I. - I ,- 2 1 -+_- _. _.I-._ I T �--- r C 0 I'VGA 1, i i H , I _ I — - , .. r �N �Ld�T �V I I . , ` .... _ , 11 I I J. 4 _crNG� I I 12 I I I I 1. - - - _ _ - i _._._. 1. _ - _ a- � - 0 ! I # . __2 1 , . = , I- -8.1 � I I..­I- �.3 • % - -- I _ l . -�-- 4- p 7 5 ; r _ — _ .. _ .... _./ CJ ad _ �. � _ 7�4,i -t 1 I I - --- - I I - - I J [ ° .. 4 _- _ 1 v = _ _1�Gp__N I ,�, 'G2 t_ l !► ib�- ''I I � In° Iar�3" � 13'-S'' ( I rS -- — — � . , l"I. a _ _.__,. _ i _ _��1;►1 "f ., _-I _ — o I „ ^ del= :1 00 _..__ .n. _ .L� I ._., I_.. a i _ _ - �- ' It HORIZONTAL_.._ -* i �- i I-IOR m.- _ -._ _ I -- • d I I �I---_. I ; i 1 °i r d --R— - r ,O� ,o ,- v BARS »' M^-F"..!!� 1,, i1 11 'i -���a�V i l t�"i !t I �. .{_ .-'et - i 1 - ...%� . r - 5 i ,�10 1 ,_ i -� 1 13 i ...-f+ . I r- - N 1 u ! a �q y p y • I a `j -h sf. _ t4 r--l " I I _i' 11 .I ! -1. e., _ 1' fi.. zi, ' I.b.t. (� 1Qd _ < •--- _- xlp - . . _ ,G; .VI, o� I I, __J . �� -, , - I ` p lei - - - - ►. -� I --- _ __.. 1-- o T`y't7, . , I _ _ __ 1­1- - _ _ \�i I t 1 fy6 _ — a_ e 000 I " -Z.-j- ,,� �; ,% I �,i I I i _ CORNERS .. - --- I� 1 �. AT COR 1 t -'--- .. ....._. - .___ ... . . i I :-i__ N / * II co:�/TAII,le , ,.... I-el I � --4- r i1. ( i I I � I I- I i --, - I S B SPLICE ___ - CLAS t ,. _ry!14 i I I i ; I �nl I i I I _, .,�. ._. .._,. ._a_ .. ,_. ,_. ,.,.,.., ... - - . — - 1. ), I . . i i ,om ! 1� u �o _ - v t I tz1 .pC >r5. 12: O i . ` I I v . q-;z�" � ,�. _f. I ,�,,1�L4.0 u , ,. .a _! ,! I _ . rfj�,�_a!t ( - .. • -2 '-!p"i ,, „ I 1 . r , _. _ _._ ' ,.. �, - • I. d , L. --- �_u. .._ _ i - I x,;.. I I __ - ° _ ,. __. 1 I I � N ° A1/ rorlr shall conform ,to tfi latest Common aree�i�th of-Massacfivaetts. Staia I i (. a i I � . I _G t ui/dn 'ode. ( . 1 �o�t i l d UjA.1r XC41.\1L�-r'L 9 I ( XCa VG;,T1612 HORIZONTAL I i 1 0 N�' Ito MATCHING U . .... . . .. ... � HING ,i „ BARS ' i I I I I s O Alt feaelnd7trcans shoi rest on ;o d ecrltn (min, Cap.ucrty. - ?:.T/sflr-. .., o I 0 (, - eat - _ _ I I B RS Where: re�stiny err fill,�such filly•mdt&Ho1.&.compaction mothod shall bar' os � i i I I O _ 1 ~�° l I �1. ` y a, AROUND OPENINGS AND AT a roYed ifs rr'M b �the En Incas: Nctif . thQ :Etr sneer ;f lesser co acit - I �; I _ a n a er-icxl rs tJnau befa s. rraceedn with tl�s xark. . . Y i I I I ( I _ _ DISCONTINUOUS ENDS HORIZ OR VERTICAL P 9 1' --.- .. , . I I 1 . , " I i _ y1� I ,.. I a I ' 'o'� �Of? 1 I I I . 3, A// 'concrete",rork 'shall conform rn the latest I CI BuI/dincd, Code Regrr�r-ements` for ,T �2 ao I I . I 1 t I , 1 1 1 1 - . u 0. 1 S`I~ UG`�`U(P ,�. N C��� G'a f i i StruCltX e?l Concre teR (ACl , 'l8l vnd ihe�r Comrnonarealth of-Massachusetts StQte . . i i I ---eoNT,20-.x t o=,_ I _ . ..... _..- f3 /din soda. In Cosa of .conf/ct. the State. 8u�ld�n ...Cade.shall vv�srn. ��..Vhi",_Islfm"L- -ta�Nc. raw - } i I -�oNc,_F -c1 J ,___ _ I 1 111 y �. II t • i I `�,�9/l. car erltr w4a4 shall cvnform._,to- the •lateest ALMA standards vimNo conc:reste. shez/1._be !Deer/ an f"ro�en round;ar laced r'hen the re eraturel " I I L___ -_ _- — --c ____1 I P 9 p . . I _ -de FeesI0_._�.:xo _ I _ . ___-� _ - - -_--I Fb � 2,600 psi (12"•deep. beams) d E r 1.9..x 10`6`psi (or,LVL 's. P ` .1. { i GQi�.. ,. . d 44► 1 i T I--------- --- .I 4, Concree;e shall ficrve o rrrinimum Cam essive siren th of 3 000' si i �'$ do s. • • , ., ,...._,_._..._. _ p' g P . __ _,_._. _ .�..� % R_ _AH /a, ,Cooperrate with ul/ other trades d refer to Architee'i'ure�1/, Mechanical car Rec;+ri, al Ci out •under co/uinn base- dates and under other bear-fn plates shall be. -non-shri4, ____ _. .. _ ---- - `� r_Z__;_1_P__` P 9 drCyWinys for` the installotion of sl&# ieas, inserts, chases etc. 'nOA--motollc grout. erith d minimum ce rre�ssiiee -strength ,of 5.000;psi a J ;days - , ... , . 1. AtiL _P ����i .C7'' . 104 10HOT t - r 1 _ . , _... . <� The Controctor��sholl verify c�// erxisting s~on bons and .d6es+nsions. in the f ald,and ,' The .buildua >Iral�lsretornin earth hove begin !deer ned bused on •latsrtti support �;1- ' i ' �,1� ► ,� 9 ,y -- . _, '22-v_ _._.._.--__ . . ,_ . . ,1 . shall notify the Enym+cer of any d�sCrerPancy tSexfare proceeding with t. aa'e�V'1C. from the co. /o.1e 'd flocu slclbbtsl oncr� frcvnrn . _ _. . tA, ! ' -' - '2 0 - - - _ ' - 1 ,. _. .Z- _ _._ ,, „ a. - .µ t R_ (� I1'iMl�t�l"f ;it Illto ' ' . . 9 .... , . 2_ . 'X2_ d k.i D rL-lo X2 (� I 0 ,, _'w_-2 X-..'�_ I o ,_ _... _ _ ___ __ , __._ _ .. I N I!, !! I!_ ,t _ _ __._. i. !,a I% . h. , . . __e1_0 . �O0TI N 4 I- l b - 3 __-S.,G' t ,._ °G, 'Z 0 ..__ ..� ._. 1� ' Z" _.._ a' _r>w- l,_, F C L,. _ v t!M-: . 'G !1, 7"be Contractcar since/!provide sal nacessa- shoring ,& bracly � •unti/'dl/ structural G NG,r_ ovT`i M lv f ,� ,g �` Slcbsi shax hover ,i 'steel trowel•fnrshI. unless otherr se -noted. � - • : .. . }�_- _ ._ _ "_e_h,Hr G.-1' 7_ r v�� :work is com�ste .. , - . �I-. 60,5 I_' 7, Robrars shall conform to A57"M e515,c& .305. Fy:- 60,UDC! psi, Nrelded arise- fabric =� -� I _ � � :_�e 11�--Tzn+t..tpta S 't,_l'cN.c.) • 001_ � - 1 0"A G,4 sh 1 c,a ©rm to A S TM 1e5. _ . � o - a� of --- ,._ _ N _ __ ._, _ I� 1 T . . - = Y ... r , M .A is• •.,' All structure' steel work shall conform to the latest A/SC standards user __t___t____1 I � I ASTM A-36 for,:all rolled shapes, A$TM A-.53' -. Grade Lt for a//:ste •. pi a •colums, ,ASTM-A-32S bolts ASTMM A-3t?7.Gtnchor bcnits arefds m;rde b cr Ce:'r'ti ied . foonw � ­ f=C0 T-T H-,&welder which corforv_ to the.,r.91y��. DV Appel one sheep• goat tro id mh . , dr thr,'clm&sat paint (Tnemec 1009 groX >o'�' or- eque�} Touch uf' �i'C`; ;'t - - � . r _ ' �" o barer oreos rncludny braJts nuts and *e/ds�after erectra� 1�___,_F0 --1 1f_,'�& ` _�__� r�_U_1". '� _ . . RE Y1' NS . . % PR0.1fGfi: - - , , : ,. - flA 1FR=0UND-41�M., NO. flESCiPTiON; _ Eft ti..,�, ..�,•. '' . r.. t_ I "� �. , 3 SSE PQD Ctfi> C�C} tl N[UM A , . 0 _ -_ _ .__.- INC _ .. ,, , .. , S,�T .Sara �UQE�ER n► _ 1. _ _ . � ,� . .: .. _ S. �EN�iE f 5` Y T A , • 1 . , 1 , . N Aa�aNtaSPOR ,aNIKSI CFaUSETTS R - , h :, , [�tlTECTS, EN.GtNEER ,�, . . tilt . sa; 1. W Gi: N., . CNATHAM. RE :: I , A a AL POPERi#ESiiNC. >E>�r . .. 2♦7 NORTH STREET . . . , , -: Y H ANNiS AS HUS YTS .. T ST , ,M sxc 1. &, I 'I" , >tiKASSkCHU ; T, fI 180 .. � I _ .1 . S IEI.. s t f. < ` i i # `. p Q e>+ N = T •., .. ,.. :, 3 f Si SS t0 _ . % .., > . ., . _, ... ,. 7A iclocloccZ300c"? 4513 -4A ev CM-3 -46 04 7 � ( IbKI& F-7 'to Ulf�4 lull. 4— WK(O it I W joluo IV El 1 40 ID vt ---------- DATE: ROJECT:p REVISIONS: -SCRIPTION 0. -PETER F DIMEO _DE DATE E PON ' -COND' OMINIUM2 ASSOCIATES 'INC SCHOOCHOUS D M 537-549 SCUDDER AVENUE A L�(��qw�/ ✓P.E. NO. H YANNISPdRTA ASS ACHUSETTS 'ARCHITECTS-ENGINEERS ow"G; CONSULTING ENGINEERIN6 SERVICES 106 MAIN STREET Im mr -1244 MLUCHlNl@ATTBl.-00M.'.­ CHATHAM REAL P 6 LAFAYETTE -TERRACE..-CHELMSFORD; MA 0 1824 - TELIFAX:.<9 78)251 - qOPERTIES,INC 1659 -97 NORTH STREET: 2 -STONEHAM,MASSACHUSETTS .02 18,0 )iYANNIS,MASSACHUSETTS --- - -- TSQ TEL. 741 43 6 0900 NAL FAX. 781 436 �5 9 4 0 4- totALIV I • I ® i 1R0 150 7"0 r , so �Lqlll 1107 107 G��0 !� . 0 it �� ® (© IA 4O G�ti 1 560 O o {7f �j-o ® Oslo 476 M ass 1?S 115 O M - 8" �SD : I w 14YI � IQ SO I 1=-GB 7B So 0 " O dd •v r) Ii5 to O So i i ®.5o r=-$e LAYOUT 51 Nt t To a4ir4 p! lrnP) I i o0 nuc t io a t�Y Q 10� F� I s� @\ club 7 i v+Yeljr SrM+tit. 70 2 —- 41 mQ Im - s o 175 7 - � Z 0 O' O lhflipwl. 3oD J ® 1Q 1d+CL too 1tis � 200 i I v C:::) c Q _ (7 1 Q a 75 O® Q ®�O p �. � Q p V s25 3LS .: Do � ioo � • r�. I � cw 1 � i - 1 vox X&� SZS � i I(r Q O.O I 4 � 7&,6oa r---- OL - t�50 Sp PLENuM ® i1YL 1 �. I + F + FT) + O I I ®200 _- I Q ® O — i ®56 ®Zoe =z - L_� I ? ® ---- t----r i � -- iso ,oo ®tin �,xlz,�2y� ifxi,as i I ®i1�i 12S EH ® - ---- _ ,___1 ��zs •- , pROJECTs REVISIONS; DATE: (p • I i fo - NO.. :DESCRIPTION DATE PETER F- DIMEO MARK P. L UCH/N/, P.E. SCHOOL HOUSE, POND<CONDOMINIUM of .ES,INC.ASSOCIAT 537-549 SCdDDEA gVENUE � CONSUL-TING -ENG�NEERiNG SERVICES :: - 5 LAFAYETTE TERRACE, CHELMSFORD, MA 01824 TEL/FAX: (978) 251-1244 •'MLUCHINI ATT I. HYANNISPORT MA�SACHUSV_TTS - e coM _ _ �o� ARK , O E C N DW G. NO. E iE 1NC -:: ARCHITECTS-ENGINEERS . CHATHAM REAL ;PROP. ITT S>, 1-06 MAIN STREET � y w 207 NORTH STRiET l HYANNIS ASSACHUSETTS '. ? ETTS 021.80 Y STONEHAM,MASSACHUS Tee 761 439 0900 s FAX.-741 433 5940 ' - at.ENG\ _ I } HEATING VENTII.A _..._ - TINliA1�TD A'fitX�ND�+>IIhTt i 1. Multiple complete system of central heating and cooling equipment to serve the facility including vertical D. Insulathon.-- SPECAPICKMAI and horizontal gas-fired separated combustion condensing furnaces with split system cooling Dods air cooted condensing units,refrigerant piping,combustion air and flue ' ' and associated controls, 1. For fresh air ductwork and plenums and/or supply dndvwork exposed in mechanical spaces,use 1-1/2" i L GENERAL accessories and appurtenances. thick rigid'd board fib � gt e%jass insulation system with factory FRK jacket. • ? 2. Dedicated restroom exhaust systems)utilizing`�.lights' . . For can rk -use 2"thick flexible blanket fiberglass insulation system 2 coaled fresh air and supply dudwo 3. Condensate pinups(equal to Little Giant),auxiliary condensate dram pans(for attic mounted units)and with facto lied " A The work covered consists of famishing all labor and materials necessary to install,complete and ready for factory applied vapor barrier facing with 2 flange condensate piping to suitable indirect waste or to grade. 6. For retain air ductwork, " .continuous operation,the heating,ventilating and air conditioning(HVAC)systems,apparatus and equipment rk,use 1'/s flexible blanket fiberglass insulation system with factory applied vapor for the new School House Pond Condominium at Scudder Avenue,Hyaunispoit;MA 4. All necessary testing,adjusting,and balancing,performed by an independent balancing contractor. barrier facing with 2"flange- 5 All required coord'mahon with other trades. 7. Install 1"acoustical duct lining for the first ten feet on supply and return sides of furnace units. Dud sizes Shop drawings of all specified fixtures,equipment and apparatus shallbe submitted toindicated are inside clear dimensions.the Engineer for • approval. 8. All r ' IIL RELATED WORK adhesive Brant equivalent mnaflex.insulated with closed cdl foam insulation,with self seating I strip g A t Codes: All equipment and materials famished under the HVAC Sub-Contract and labor and testing perform 9. �Pa insulation thickness shall be as follows:ed - • herein shall be in complete accordance with the Massachusetts State Budding Code,the Town of Hyannis A The following equipment items and work shall be the responsibility of others: applicable insurance regulations and other applicable requirements governing such work. 1. S mow&and Pat PIPE SIZE 3/4"-2" Reid Brant .. 1 2. Temporary Water and Toilet Facilities. 8 P'P'n8 It Permits: Any and all permits required for installation of any materials shall be obtained as part of the work of Condensate pvmg 1/2 the Specification including all fees or expenses incurred. 3. Temporary Power and Lighting. 4. Excavation and Backfill. E. Hangers and Supports I X Instructions: During the assembly and installation of all HVAC systems,the Owner/Developer's operating 5. Concrete and Masonry Supports. � personnel shall be'instructed regarding its operation and maintenance. A one-day instruction period shall be 6. Flashing and Caulking. 1. All piping and ductvwrk shall be properly supported from the building structure in accordance with Local 7. Finish Painting. provided after completion of r 'ect. Operation and maintenance manuals shall be required. Codes and P P of OP8• -Pl g. industry standards. Hangers for insulated piping shall be oversized and famished with a ishcet .. . saddle to allow a insulation p through uncut. ' metal sa w the titian to ass ugh X Guarantee: All materials and equipment furnished and installed shall be guaranteed m writing for(1.)year 9. Fire Protection. ; - from the date_of acceptance of the building by the Owner/Developer. : 10. Electrical Power and wiring. F. Exhaust Fans Q Record Drawings: The HVAC Subcontractor shall maintain at the job,at all times,a complete and separate 1. Fans shall be selected for energy efficiency and noise control. Furnish and install fen-light for each IV MATERIALS and INSTALLATION set of blackline prints of the HVAC Drawings of his trade an which he shall mark clearly,neatly,accurately bathroom. Fan-lights"be as manufactured by NaTone,Model 11S 100LF(Full or Master baths)or and promptly as the work progresses. MyLv reproductible"As-Buidts"shall be Punished by the HVAC IS8OLF(Half baths),or approved equivalent by Broaa Insta116"exhaust duct from each fan light to wall Contractor at tie job completion. A. Pipe cap(first floor bathmoms/lavatDdes),or roof jack(27d floor bathrooms)lavatodes)in location acceptable to Architect. I H Inspection: All work shall be subject to the inspection of the Ownez/Develolher,ttie Architect and such other 1. Capper Piping for general use shall be Type L. inspectors having jurisdiction. A properly executed certificate of inspection"be provided. 2. Dryer exhaust boosters(Alternate 1)shall be equal to Kanalflakt DBK4XL with integral pressure svhtcb, B. Fittings and Connections wired to run when dryer runs. Terminate dryer exhaust ducts with wall caps at rear of building. L Tests: The HVAC Subcontractors shall perform all tests at the completion of the work and the results Coordinate locations with Ardhited- furnished to the OwnedDeveloper and Architect in writing. 1. Copper pipe sweat fittings and connections shall be joined with 95/5 solder. Refrigerantpiping shall i be joined using brazed joints: G Gas-Fired Furnaces L Upon completion of all work,the HVAC Contractor shall furnish,in duplicate,certificate of inspections from all inspectors and authorities I thorities having jurisdiction,notarized letters from the manufacturers stating that C. Ductwork I. Furnaces shall be sealed combustion condensing type,equivalent to Trine as scheduled,with field authorized factory engineers have inspected and tested the installation of their respective systems and found mounted cased evaporator coils. Install horizontal units using vibration isolators to revert transmission of I . . P II same to be in peri'ex t operating condition. 1. All ductwork shall conform to the latest SMACNA low pressure ductwork standard,leakage loss C. vhbratiohs to building structure. Install 2"deep 2. Duct gauges corresponding to the greatest dimension of the dud shall be as follows: auxiliary drain pains under each horizontal snit including ++ evaporator cod,with micro float switch wired to shut down unit if oveflow is imminent. Install and I •erg • ( )nate combustion air and flue Piping �(b ) i IC . SCOPE MAXIIVIUM WIDTH GALVANIZED STEEL of nelme attic mounted units per manufacturer sir emeuts.(basement mounted units or above roof to rear � I . Up THRU 127 26 GA 2. Install famace-mounted or dud mounted DIX cooling coils per manufacturer's instructions. Extend A. The work of this Section consists of all labor,materials and equipment r to rovide all HVAC 13"THRU 30" 24 GA re&i erant in to condensing units as required. Provide coil condensate drainage in to grade. equip required p w+ork, g piping n'S eq a8 piping not specifically described in other trades complete,in place,as shown on the Drawings,specified herein and as necessary for a proper installation. Exception: tea feet of supply and retain ductwork on either side of units shall be 22 gauge, H. Condensing Units acoustically linedL I r B. The extent of the HVAC work shall include but not be limited to the following: 1. Condensing units shall be Trine as scheduled. Minimum SEER shall be 11.0. Install on concrete equipment pads provided by the general Contractor. Coordinate for size and locatiom F1DaBLE CONNECTION (TYP.) RUN REFRIGERANT LINES rcHUT--OFF VALVE (TYP.) AS HIGH IN MECHANICAL ROOM AS POSSIBLE f HEATINGIAIR CONDITIONING EQUIPMENT SCHEDULE `.f L S SYSTEM NO. MFR. MODEL NO. ELEC COOLING COIL COND. UNIT EEC REMARKS 1A TRANE TUX0400024 115/1/60 TXCO25 TTN024 208/1/60 NOTE 1 REGISTER AND DIFFUSER SCHEDULE AIR FLOW FILTER DRYER (Based on Hart g Cooley) • 18 ' TRANE TUX0400024 115/1/60 TXCO25 TTNO24 208/1/60 NOTE 1 SIGHT GLASS TYPE SIZE DESCRIPTION TRAP 1C TRANE TUX0600036 115/1/60 TXH031 TTN024 208/1/60 NOTE 1. NOTE 2 1 6x14 Model 411 Floor Diffuser 2 6x12 Model 411 Floor Diffuser Di 411 Flo or oor Diffuser 2 TRANE TUX040CO24 115/1/60 TXH025 TTN024 208/1/60 NOTE 1. NOTE 2 3 4x12 Model , s 4 2/x12 Model 411 Floor Diffuser 3 TRANE TUX040CO24 115/1/60 TXCO25 TTN024 208/1/60 NOTE 1 5 12x12 A5030B 3-way Ceiling Diffuser 6 10x10 A5030B 3-way Ceiling Diffuser 7 US A5030B 3-way Ceiling Diffuser 4A TRANE IUX0400024 115/1/60 TXCO25 TIN024 208/1/60 NOTE 1 8 8x8 A5020B 2-way Ceiling Diffuser 9 8x8 - A5010B 1-way Ceiling Diffuser SLEEVE THRU WALL 48 TRANE 7UXO4OCO24 115/1/60 7X11025 TTNO24 208/l/60 NOTE 1. NOTE 2 10 6X6 A5010B 1-way Ceiling Diffuser , 11 10x10 A5050B 2-w ay Comer Ceiling Diffuser 5A TRME TUX040CO24 115/1/60 TXCO25 TTN024 208/1/60 NOTE 1 12 US A505013 2-way Comer Ceiling Diffuser 13 12x12 A5040B 4-way Ceiling Diffuser 5B TRANE lUX0400024 115/1/60 TXH025 TTN024 208/1/60 NOTE 1, NOTE 2 14 8x8 A5040B 4-way Ceiling Diffuser 15 12X6 Type HV Double Deflection Grille 6A TRANE NX0400O24 115/1 16 2%x14 Model 420 Toe Space Grille/60 TXCO25 TTN024 208/1/60 NOTE 1 17 2Ox2O Type RH45 Return Air Grille ' 18 16x16 Type RH45 Return Air Grille FLE)aBIE CONNECTION 58 TRANE TUX040CO24 115/1/60 TXH025 TTN024 208/1/60 NOTE 1. NOTE 2 19 14x14 Type RH45 Return Air Grille (TYPICAL) > 20 . 14x8 Type RH45 Return Air Grille SIGHT GLASS 7A TRME TUX040CO24 115/l/60 TXCO25 TTNO24 ` 208/1/60 NOTE 1 21 10x10 Type RH45 Return Air Grille PROVIDE VIBRATION ISOLATORS • 7B TRANE TUX0600036 115/l/60 TXH031 TTN024 208/1/60 NOTE 1. NOTE 2 UNDERNEATH UNITS. 8 TRANE TUX0400024 115/1/60 TXH025 TTNO24 208/1/60 NOTE 1. NOTE 2 NOTE 1. PROVIDE PVC COMB. AIR AND FLUE PIPING. REFRIG. PIPING PER MFR'S REQ'TS. TYPICAL PICAL REFR'GEIRAN 1 SCHEME NOTE 2. PROVIDE HORIZONTAL FILTER KIT PER MFR'S REQUIREMENTS. .fit .. 1 _..__ , NO SCRIPTION .. DA,7 - .. p T! .. 11A v�1la r•� • ....- - MARK UCAyIN - • O _ _ _ `t Ct MA _ .. : . . . E.1 =�� (fit T S'��t :,. (r • CONSU TIN ENGINEERING SERVICES 3 u4b�a V K � •' 1. ,. �... . ...�,. ..... ....•.: Ii1TEET3 ENGINEERS' A.6 AFAY Jl NtSPOR1� ... L ETTE TERRACE, CH�LMSFORD, MA 01824 TEVFAx. (978) 251-I244 MLUCHINI@ATT I - - ••r v �{ .'s• •f• D k .. LcSTREET •409 w MAIN ST AE ET N A '�n OR 7 4 0 E �M M O H A l A SACHU ET.•I Y T V O� A E T!$ yi liiA �iC >•r�- =ntr 5 l '7 - P 1� t� 1 s� Of0 G 0 L i sir o A e • r... ..via--....v�..-... i i t • I I ev Y tt I fl LE�E _ Wp -5 r V1 M , f I f ND •. wl 13,L SYMBOL 4- - DESCRIPTION o � - i _ , �. WALL BRACKET FLUORESCENT FIXTURE 2 X4 on) dtS . . , --} , FLUORESCENT FIXTURE 1 X4 _ h - �. FLUORESCENT FIXTURE 2 K2 c12 L4 i 4 -A I � -��_ ,ram r-� �.-�� o v 1- -- �'L 7 �-�o � ' , I, _ �, __-- CEILING LIGHT. !7 - - ---- EMERGENCY.BATTERY UN .120Y,.RED LIGHT RECESSED ABOVE DOORWAY �5 EXIT LIGHT I 1 � . . A • DOUBLE FACE EXIT U T S SINGLE POLE SWITCH T -- WA :. .WIT • :. � - ��-��-�- �J—�� S3 THREE Y SWITCH , 4 S4 - FOUR WAY 'SNATCH SP SWITCH AND PILOT 1 _ / — — — — �_ THERMAL SNITCH 208V, io :RECEPTACLES r _ _.. I DUPLEX OUTLET... . DUPLEX CONVENIENCE OUTLET Iu1TD: ABOVE COUNTERS I b W l OFI I i FAULT RECEPTACLE -1L GROUND L - - - - i ' - � OUBLE DUPLEX CONI�NIENCE OU TLET D nW - WEATHERPROOFVp GF) RECEPTACLE �I �� c23 L 4 � i � - � ' dc - �- ,. CLOCK OUTLET : S. :( —._.._._._ � FLOOR SOX • PNA2 DATA TY { y • I ' � . . . JUNCTION BO . d1 � e � -C _ ' 'FUSED DISCONNECT SWITCH 1 4Kr I C2, � ' 1 _ � ,. MOTOR _ �7,1kJ• 1 S OKIT TIME CLOCK v. C C --=------ w •� I�GHTiNG PANEL f , I h � , _ _ a POWER PANEL _- • 241�4• —_ � t 1 -- ATA fo � P TELEPHONE / D 4 - - ! HOMERUN TO PANELBOARD ; c c0i �-- — , CON CEALID HARING METER 1 GROUNDING PER N.E.C.) T 4 CONDUIT STUBBED ABOVE CEILING r _:. TV TELEVISION OUTLE . 3/ _ r co i wp — Vv�lw &4 0 • I a � 9 : - - 5 REVISIONS. DATE. _ - ---- _._ -- PROJECT_ _ - w a DESCRIPTION 11TE �. - : NO. D M EO , W CONDOMINIUM#�O C3MlNlUM a ASSOCIATES - ES 1NC _ - �' 331 S49 SCUDDER:AYE U MASSA' HU TT.S , _ CHARD IIYANNISPORT � Si: RCHITECT N ERS . . . S ENG1 E. ca . � :.DING 10 6 M CRO MAIN STREET �.HdTHA REAL �R P.E#;TIES91NC _ _ M _ Al.. Q. - _ No.24_82- T _ 7_ RTM#iTREE A9 .1lO _ . _ _ _ • .o T N - S O EHAM aIAA A HUSETTS .0218.0 , - SS C , NYANNIS,l1A33ACNUlETT$;' : Tel.. �e 4 0, P,t - _ � ae o90 - J _ ��x. Tee sas _ - - eas I - - - -- --- __tea --- -- I _ , i i I - -Uh -#RAT-- 211fi l , v a - . I c23,Lt wl' C13 .L2 `"'P ClS,�S -------------- 3g I c ,t2 i C�-,L.1 • Ndl �1.8 NM C 1 L.1 w C MIL - K ----- -- kS- c 22,t.! C' La c 1$1L2 'tt , c 22,L 11 L2 —_ . 5 c25 >-1 - 3 ' N^J 7 L2 1 , , i Gi5 C. L'j. 161 _ _ ON T0 c10,L2 G c35,Lt k bN a ff, C mitts 4 c 7 CC, L.$ �16�12 Gq�tB �� 4i c 2� , �LI I c/ ; Ll I, li 4 -N►'T 2 -- J� 1, PROJECT; REVISIONS: _ DATE: {��Qg:Ox -I - � L---L 1 !/V.. - - _ NO_. DESCRIPTION .. DATE �� � PETER F DIMEO'SCHOOLHOUSE POND CONDOMINIUM -T - Z --- SSOCIAT ��` S37-049_SCUDDER AVENUE - ES,iNC. � y HYANNISPORT*ASSACHUSLTTS ARCHITECTS-ENGINEERS g t E. DWG. . CHATHAM AEAJ PRO.PERTIES,INC. �06 MAIN STREET CROWELL NO lsf NORTH$TAftET. _ No.24287 rir�raasAi�ssAcmisErts, . _ _ _: S T 0 N E H A M M A S'S A C H U S E T T S O 2 8 0 : ,o TEL. 78/ 438 0900 F�1 ; Tat 38 $940 ' FAX. ! 39�0 ; - - - 1 � 54 Wp L 3 g - - y ctg L4vie - wp 3 s w Alt 0 5 20 L4 - +� 1 15 I1 �TJ i I t � -r4 _ C3'V,Lf ---- C5LA. i ACE ,i i G17� L 4 t- r —� .. 5 6 q r-�--tj�rl `175 -- 5 !6 REViSiONS: - DATE: i - — — — - PROJECT: - DESC.RIRTION DATE PETER D�MEO FiOF ----- -- --- _ t H U S E°:POND CONDOMINIUM ;M C_N®O. �: S U s ASSOCIATES,iNC. s. --- 11 S37=649 SCUDDERYENUE - : tf; r�► NisPORT�assNcHusTTs ARCHITECTS—ENGINEERS U , N E. �� �, D y . can 'W�'Lt 106 MAIN STREET No.Dg2E2 w G NO CHATHAM REAL PRO-P.i`ATI IES�ANC 29i IiMi i STNFETN E H H U T T S 02180 9p f YANNIS MAssACNUSErrf $T O A M,#A A S S A C S E ,�S' � `�`pNAL VG TEL. 781 sae 0900 _ PAX. 741 438 394o I — --! — -- ---- — � — -- - -1" Gi` 11j .�-- - - Vr ' ..tic r _,� i O _ _ 1- —� i : t2? LA - 7�_l 71 -- - :.gip �► ;. I O L �. ; _- } D c� L I - c3Z70 4'-_ .c2o I2 his L-b. ro Age wr j oo I C"jL+4 hr 5 E$41L1 c2111,t 1 i QN s a 1N b y I - t_ t 4pL r - - _ • +-——� i do ; L • I � � d }--- S t - _- C7149L ��1•�- - — ----- ---- — I L— — — — - CAI -- -- --- - - - - - zzozl ��� {� a— : RE WSJONS. .PROJECTS oAY�No. �EscN�PrioN- - PATER f DIME O ._ _ - � N SCHOOL HOUSE ND CO OWNI M � � ASSOCIATES = 40 ClDbEA•AYENUEi - o ►�F.. - o y � L s+�t�►trNis�o�T�t�►ss� aus�t s ARCHITECTS -ENGINEERS . �CHaRt� � _ - 0 - U : `� E DWG. w. _ — -- -- - - - ------ - 106 MAIN STREET caow��� - - -�t�A�"t�A11� �EA� RO.P.ERTlES�NC.-- _. _ - .. ;. - � 82 +Nti1lTN s?MEET _ #A ,o _ �+v_�wwastnssar�usET*s - STONEHA�. AS$ACHUSETTS ,2-180 uv �. r? > eL. asa sas o•oo NA1N _ s .r1l, _ --I i I w I � - qv • N Wp c20,L.t W C15,L3 C 14 ti .. w • : �V L7 fn - 1 G181_1 c19,Lt i C14,Lt _7r 53 • I i I; ?1 Ll i- I' � G2T ! _ sz. r< ' • coo c ,L31 I 1 3 C y , C t — -- - C t I : I . I • i _ — G LI Glb)L1 i CI ,1- I � �� I G LI � - I • CIO 1-1 Cj)Lt ELECTRICAL NOTES: 1 ALI, I WO. K . SHALL CONFORM TO THE PROVISIONS OF THE • _ . , , R h I LATEST EDITION THE nA + !NATYONAL BUILDING _CODE, ,. - - I �£L£CTRICAL CODE AND LOCAL FIRE PROTECTION CODES_. , - h 2. ELECTRICAL. CONTRACTOR SHALL REFER TO THE,.PLUTtBInG AND MECHANICAL — -- — — — — iDRAWINGS' FOR ADDITIONAL ELECTRICAL •WORK - 1 3. ALL FIXTURES SHALL BE SUPPORTED FROM THE_.BULLDIN.G- STRUCTURE 1 G z tt :INDEPENDENT OF SUSPENDED �CEILI`NGS . i W _ - .. w c • v - w . �. ► -- - - _ _ p _CO-_ �:� �- -� I � _ — — -,EL'EC•TRICAL .CONTRACTOR SHALL COORDINATE TRANSFORMER_LOCATION Oil LI _ T F_ rt WITH OWNER . COOVDIHATE ALL WORK WITH THE PLUMBING AND H -A.C - 5 CONTRACTORS . 6. tFIRE ALARM SYSTEM AS REQUIRED -BY- LOCAL FIRE DEPARTMENT ; ALL WIRING -AS PER MANOFACTURER. . w 7 . ELECTRICAL CONTRACTOR SHALL COMPLY WITH ;ALL RULES AND , REGULATION SET FORTH BY THE ARCHITECTURAL BARRIES BOARD .,FOR THE HANICAPPED IN HANDICAPPED TOILETS _ Jr� 8. ALL TRADES WORK SHILL .BE. COORDINATED WITH 'EACH .OTHER, :AND THE GENERAL CONTRACTOR BEFORE BEGINNING WORK, :W1E12E ORDIN'AT•ION IS NOT PROPERLY MAINfiAINED AND `CHANGES ARE C:p - REQUIRED., THE OWNERA:ND THE .ARCHITECT' SHALL DETERMINE— r THE -RESPONSIBILITY AND THE RESPECTIVE TRADE' SHALL MAKE JIE..::CHANGE• •(•S-)...AT :HIS: OWiJ EXPENSE: i 9 ;.ALL [JOR K `SHALL 'BE :DONE. TO MEET :THE REQUIREMENTS: OF: ALL . i G0 VERNING' AUTHORITIES .AS THEY APPLY'TO THE" WORK . Z4IHERE ;DI:SCREPANCIES APPEAR THE CONTRA.CTOR .SHALL_BRING THE MATTER TO THE ARCHITECT'S ATTENTION BEFORE SUBMITTING 'BID PROPOSAL. NO EXTRAS WIZL BE ALLOWED BECAUSE OF 'FAILURE OF THE CONTRACTOR TO INCLUDED COSTS OF CHANGES. .RFQU.IRED-- IN HIS BID PROPOSAL,. .0. ON COMPLETfON OF WORK, SUBMIT TO THE OWNER A WRITTIrN,_GUARANTI E • LL .WOP.KMAniSHI P MAT'ERI ALS . E(�Ui PMENT AND :F I V i tTP.ES COVERING A IN THIS PROJECT . GUARANTEE PERIOD SHALL,, B.E:,_FOR ONE FURNISHED >a T.l�E ,., RE CONTRACT WORK B YEAR. FR-0ri 'DATE OF ACCEPTANCE OF ,HE ENTI ,. .. ....., OWNER . REVISIONS. - PROJECT, DATE:NO. DESCRIPTION- 'DATE ��--��_ , ._ - _ ,; . � - --- - PETER F D1ME0 _ --- -- _ SCHOOL HOUSE BOND +Ct3ND - ,. o --- Q� � _ . :• 0 OM1N1l1M - ASSOCIATES,lNC. -- 537.t640 SCUDDER AVENUE _ HYANNISPORT MASSACHUSI:TTS _ IC A! i . .ARCHITECTS ENGINEERS - t � �! _ Ow G. NO. 10 6 MAIN T CRO WI:Z�L-HAT�tA - -- .: _ STREET _ !F - M REAL PRO.PERTIESsINC N 0.�428,pt 3Y7?IORTM iTl{EET MVANM$.VA33ACtMETT9 STONEHAIM,MASSACHUSETTS 021-80 9a acV, TEL. 761'438 0900 aNAC. N . FAX. 781 438 sago _ -77 i - PANSERVICE .. . ELBOARD. SERVI CE MAINS , .. -:LUG SIZES I MARK L PANELBOARD SERVICE MAINS LUG SIZE LOC. MTG. VOLTS PHASE WIRE LOC. CAP. BRKR. MLO MAINS NEUT. E.G. S PANELBOARD SERVICE MAINS LUG SIZES PANELBOARD SERVICE MAINS LUG SIZES L1 KIT R 120/240 1. 3 BOT 200 200 3/ MARK LOC. MTG. VOLTS PHASE WIRE LOC. CAP. BRKR. MLO MAINS NEUT. E.G. MARK LOC. MTG. VOLTS PHASE WIRE LOC. CAP. '0 3/0 6 A . BRKR. MLO MAINS NEUT. E.G. i MARK LOC. MTG. VOLTS PHASE WIRE LOC. CAP. BRKR. MLO MAINS NEUT. E.G. L2 KIT R 120/240 1 3 SOT 200 150 1/0 1/0 6 BREAKER AMPS WIRE SIZE L4 KIT R 120/240 1 3 BOT 200 150 - 1/0 6/0 6. L8 KIT R 120/240 1 3 BOT 1200 125 - 1 1 6 CKT. BREAKER AMPS WIRE SIZE NO. POLES FRAME AMP. DESCRIPTION KW CONDU CKT• BREAKER AMPS WIRE SIZE BREAKER AMPS WIRE SIZE TRIP A 0 B 0 C 0 CIRCUIT E.G. pp. AMP. DESCRIPTION KW CONDUI CKT. CKT. POLES FRAME TRIP - A 0 B 0 C 0 CIRCUIT E.G. NO. POLES FRAME AMP. DESCRIPTION KW CONDUI AMP. DESCRIPTION KW CONDUI 1 2 45 Ran a 8.0 33.3 33.3 - 8 : 10 TRIP A 0 B 0 C 0 CIRCUIT E.G. NO. POLES FRAME TRIP A 0 B 0 C 0 . CIRCUIT E.G. 1 2 45 ` Range 8.0 33.3 33.3 - 8 '10 - 2 2 20 Dishwasher 1.5 6.3 6.3 - 12 12 1 2 45 Range .8.0 33.3 33.3 8 10 1 2 45 Range 8.0 33.3 33.3 - 8 10 3 1 20 Disposal .9 7.5 2 2 20 Dishwasher 1.5 6.3 6.3 - 12 12 2 2 20 Dishwasher 1.5 6.3 6.3 12 12 2 2 20 Di 1.5 '6.3 6.3 - 12 12 - 12 12 g 1 20 Disposal .9 7.5 _ _ 12 `12 ;, Dishwasher 4 2 30 D er 5.7 23.7 23.7 - 10 12 3 1 20 Disposal 9 7.5 - 12 12 3 1 20 Disposal .9 7.5 - - 12 12 4 2 30 Dryer 5.7 23.7 ` 23.7 - 10 12 4 2 30 Dryer 5.7 23.7- 23.7 10 12 4 2 30 Dryer 5.7 23.7 23.7 10 12 5 1 ^0 Washer 1.5 12.5 12 12 6 1 20 5 1 20 Washer 1.5 - 12.5 - 12 12 5 1 20 Washer 1.5 - 12.5 - 12 12 5 1 20 Washer 1.5 - 12.5 - 12 12 Rece tacles 1.5 ''°"�12.5 ^ • - B 1 20 Rece tacles 1.5 12.5 - - 6 1 20 Receptacles 1.5 12.5 - j 6 1 20 Receptacles 1.5 12.5 " --'- 7 1 20 1.5 - `12.5 _ « _ = 8 1 20 .5 4.2 w 7 1 2p 1.5 - 12.5 _ ^ ^ ; 7 1 20 1.5 - 12.5 w « 8 1 PO w 1.5 12.5 - - 8 1 20 5 4.2 " ^ - _ _ _ _ 8 1 20 .5 4.2. « « 9 1 20 w .5 - 4.2 - w w 9 1 20 .7 5.8 « w _ _ 10 1 ?.0 - 9 1 20 .5 4.2 « « 1.0 8.3 _ " 10 1 20 7 5.8 w w 4.2 10 1 20 .5 4.2 - - ' I 10 1 20 .5 '42 " 12 1 20 " 20 5 4.2 - ! 11 1. 20 1.3 - 10.8 _ w w 11 1 20 5 4.2 _ « 5 4.2 - ^ ^ • 13 1 92 1 20 w .5 4.2 _ _ w w j 20 " -5 4.2 _ w w 12 1 20 .9 7.5 _ 12 1 20 " 9 7.5 _ « 13 1 20 5 4.2 _ _ w _ _ w w i w - 4.2 14 1 `p « _ 1i4 1 20 9 7.5 - - 14 1 20 w « w " w 15 1 2t�. 5 4.. 5 4.2 14 1 20 5 4 z 5,g _ 13 1 20 5 4.2 13 1 20' 5 2 - - 10.0 _ « « 15 1 �3 5 - 4.2 _ w « 15 1 20 -5 - 4.2 _, _• w I 15 1 20 Lighting .9 7.5 - 115 1 20 Lighting >: .3 -2 - - 5 :, , 4.2 5 4.2 16 1 20 .4 3.3 _ 18 1 _. �0 w " .7 5.8 " .5 4.2 w 17 1 20 5 - 4.2 _ « " 17 1 20 .3 - 2.5 - 19 1 2n ^ ? 0-� 8? _ • 98 1 10 3 2.5 - _ 1 • • w 18 3 1 _ 2; .4 - 3.3" _ • w -19 ^ 1 20 5 4.2 18 2 20 Condenser 2.5 10.4 10.4 10 10 _ 1 20 .7 - 5.8 _ 19 2 20 Furnace .8 4.0 4.0 - 12 12 20 10 4 3.3 i - 20 2 20 Condenser 2.5 10.4 10.4 10 10 20 1 20 .7 5.8 ^ 21 1 20 .5 4.2 _ ^ .. - - 2f 2 20 ` FL,race 8 4.0 4.0 - 12 12 21 1 20 5 - 4.2 " ^2 1 LO .7 5.8 _ « - _ 23 1 {� , " 22 ? 20 Fum ce 8 4:0 4.0 - 12 12 L'dJ w w w 22 1 4 _ 20 _Li hti _ 18 .3 n .6 5.0 � 24 1 '3 • • « 23 1 " i _ 20 _.7 _5.8 3.3 25 1 _2 w « 24 ^ _ w w 1 2_ 0.7 5.8 .5 4.2 25 1 20 .8 - 6.6 w w 26 1 20 .7 5.8 ^ 27 1 20 6 5.0 - _ _ 28 1 20 1.2 10.0 _ 27 2 20 Condensers 2.5 10.4 10.4 - 10 10 29 1 20 28 2 20 2.5 10.4 10.4 - 10 10 !" 7 5.€ - 30 1 20 1.2 10.0 _ « 29 2 20 Furnace 8 4.0 4.0 - 12 12 31 2 :0 Condenser 2.5 10.4 10.4 - 10 10 30 2 20 .8 4.0 4.0 - 12 12 31 32 2 20 2.5 10.4 10.4 - 10 10 33 2 20 32 " 2.6 1L1.4 10.4 - 10 10 34 2 20 Furnace .8 4.0 4.0 - 12 12 33 35 2 20 34 " .8 4.0 4.0 - 12 92 36 95 37 26 I - 38 37 j 39 38 40 39 41 40 42 ! 41 42 1 - I I TOTAL 46.0 200.7 185.0 - � TOTAL 32.0 136.7 132.6 - - v I I : TOTAL 29A 121.1 125.3 TOTAL 39.0 161.4 166.2 - _ r PANELBOARD SERVICE MAINS LUG SIZES PANELBOARD, SERVICE MAINS LUG SIZES MARK LOB. MTG. VOLTS PHASE WIRE LOC. CAP. BRKR. MLO MAINS NEUT. E.G. MARK LOC. MTG. VOLTS PHASE WIRE LOC. CAP. BRKR. MLO MAINS NEUT. F_.G. -dl. OL R 120/240 1 3 BOT 100 - - i00 3 3 8 �, - _._._ _ N®p EI.Rm a 120/208 3' 4 BQT 1000 1000 - 12-500 500 2/0 -- �1 :- - -- L.�j:__- _ � hG BREAKER AMPS WIRE SIZE BREAKER AMPS WIRE SIZE CKT. AMP. DESCRIPTION KW CONDUI NO. POLES FRAME TRIP A 0 B 0 C 0 CIRCUIT E.G. CKT. POLES FRAME AMP. DESCRIPTION KW CONDUI NO. TRIP A 0 B 0 CO CIRCUIT E.G. I 1 1 20 Lighting0.3 2.5 - - 12 12 1 2 100 PanelOL 14.7 55.6 66.4 - 3 8 2 1 20 1.2 - 10.0 - ^ 2 2 200 L1 46.0 - 200.7 185.0 3/0 6 3 2 150 L2 32.0 136.7 - 132.6 1/0 6 = 2�. ; '2C��2 �50 �� 1500 2 F' � l rjD l -l � 1'ZS 4 1 ;, • _ f 0.4 - 3.3 - 4 2 150., L3 39.0 161.4 166.2 - 1/0 6 _ 5 1 20 0.4 3.3 - ^ w 6 1 i 20 5 2 150 L4 39.0 - 161.4 166.2 1/0 6 y w 1.0 - 8.3 7 1 ?rr 0.6 5.0 6 2 150 L5 39.0 161.4 - 166.2 1/0 6 8 1 4` L0 1.0 8.3 _ « w -� i i 50 : L6 -_ 39.0 161.4 166.2 - 1/0 6 �_ ' ( 1r0 L7 '9 161.4 166.2 1/0 6 --.. - --- _ 125 L8 29.4 121.1 - 125.3 1 6 1 70 1 20 to - `' y - l � �� -.- ?3 20 Recnntnr,IPS 0.7 A 5.�i w 11 12 1 l➢.7 ( 5.8 • « Is,Yj,/�yr 13 � r' _ 1� 6.7 - i.8 " • -- �, ��;s i.0 L.3 16 -1 15 R f_1 r i 8.6 - I x _ la i W-T 419 7.. w i___ 21 I 23 L4 �7 29 o ® � so 9 31 30 _ 32 - 00 33 �- 34 33 --- 35 , 36 _ � 38 - : 39 38 -- -- _- r9 40 41 42 41 AL �4./ 55.6 66.4 - TOTAL - 317.1 797.6 922.3 941.5 • ,- - - - _ _ - PROdECT. - . - 2 • Q REVISIONS. - T' - _ �TI l l O. DESCHIP TIOy GATE - - _ . PETER al . - _ F MEO DA a� SCHOOL_C OL HOUSE POND CONDOMINIUM - j z- = ASSOCIATES, SIB OF _-�._-- E3T-940 SCUDDER AVENUE y , - � - S,�NC HYANNISP RT IASSACHUtiETTS c!s Q a - - S ARD rn ARCHITECTS �ENG�NEER 4 NAi'N ESTREET. - F30W _ DW G. AM R .AI PROPERTWSANC.. _ - 106 IlafAt�l LL - 297#MTN STOEET .. _ _ Co.2d . r�wwat�s=ACMvserTs TONEHAM MASSACHUSETTS 02-t80 - :S �. O k� 2- sz . I OVAL EN 4 _ CD FAX. 741 4» i s40 _ , L I I I I - -- I I I i , 17 I I Q-7 I �� W W — �h'\/ ' - 1 — 4900 _ - L �ce _ 17 i y • y Clip ] , . f4 c rW __� f,__4 w� t • z �- 3�4{!W .� . a _V r -.... � 1► t , s . { i • I PLUMBING NOTES - , TLatLBE . Ik_ ( 1 PERFORMED SH ':LL BE INACCORDANCF WITH THE PLl11IN:� I�T�S: ; .r g, , I WORK TO BE.. _PERFORM A. vne .i Ni COMMONWEALTH H C S A ' M ONWEALT OF MASSA HU ETTS FUEL AS AND PLUMBING CODES 1 ,LM - .. 'r+.vnnm Tc MAG ATIV TVT__ T .'�, --ALA UlpPMPMT.1H0'T` WATER HEAT- III f •=- c�I`� t✓-i - .}� -• _ «-ANC EAR--��-PItOViij£,. 1� '� r NS AND LOCATIONS SHALL BE �NG F TTI GS 'VALVES,HANGERS, � � � I� ONLY . THEY ARE NOT DIMENSIONS ERS,L'IPI , N -'='�- -- - ' -_-_ 2 . LL DRAWINGS ARE A GENERAL SCHEMATIC 0 VERIFIED WITH THE ARCHITECTURAL AND PLATES,VAC$UM.BREAKERS, _. £ OF DIRECTION. OR EVER ! 'STRUCTURAL DRAWINGS,HVAC AND ELEC= WASTE AND STROM FfTrTINGS'.AND ALL f I -EANT . TO SHOW EVE RY FITTING , CHANGE . yA N Y :TRiCAI: DRAWINGS.AND IN THE FLELD. pI,UMBING SPECIALTIES REQUIRED FOR A > - = I , _. , ARRANGE AND 'PAY FOR ALL PERMITS, FEES COMPLETE AND OPERATIONAL SYSTEM OF ITUAT ON AND IN.SPECTION$.r.. ` ,PLUMBING AS SHOWN AND IMPLIED ON THIS �. INSPECT THE SITE AND OBTAIN FROM THE DRAWING. IiT �'.- 7V1s`_ -} 3 . LL FIXTURE WASTE AND :TRAPS AS PER 248 CMR 2 1�5 ( 2 ) (a ) TABLE. 014NER -BEFORE BEGINNING WORK A COM-. ii'_ NO WORK SHALL BE CONCEALED UNTIL �7y� G F CONTRACT DOCUMENTS 'TO TESTED AND APPROVED. - —Vi_ TF- ' PER 248 CMR 2 . 08 ( 2 ) (a ) THROUGH P,L,ETE SET b FULLY.UNDERSTAND THE COMPLETE SCOPE 12. WHERE REQUIRED• HOT"AND -COLD WATER _ 4 • LL CLEANOUTS AND LOCATIONS AS -'OF THE PROPOSED WORK.. NO EXTRAS WILL CONNECTIONS TO FIXTURES AND -EQUIP- 01`fi�/aLV . 08 ( 2 ) ( >n.) BE 'PAID.TO' THIS CONTRACTOR `BECAUSE MENT SHALL CONTAIN A SHUT-OFF VALVE _ ` OF HIS FAILURE....TO DO S0. AND AIR CUSHION,.12 DIAMETERS LONG. �: -- -•,M�`N� ARRANGE''PLUMBING SCHEDUL}? TO COINCIDE 13. WATER PIPING'BURIED SHALL BE TYPE K 5 . LL VENTS T,HRU THE ROOF AS PEP. 24$ CMR 2 . 16 _(4 ) (a ) THROUGH ' WITH GENERAL CONTRACTORS SCHEDULE -WITH. SILVER SOLDER -FITTINGS 'AND 2 . 16 . ( 5 ) ( f) • . AkD MAINTAIN SCHEDULE.TO MEET GEN- ABOVE GRADE SHALL BE TYPE L WITH 95- ERAL Z.ONTRACTORS' COMPLETION DATE'.' jL50LDER'FITTINGS: _ - -�•{�� 1� 6, ALL $RANCHI�S AND BUILDING DRAIN ..SIZES.. AS -PER; 246 CMR 2 . 1.5' ( 3 ) c,. Ai.L EQUIPMENT.MATERIALS,AND FIXTURES ' ., GAS PIPING SHALL BE. .SCH.40;: - SMALL BE AS SPECIFIED. ALL CHANGES STEEL WITH MALLEABLE IRON FITTINGS I(a-) A D./OR SUBSTITUTLON. SHALL BE .PERMIT- AND AEPROVED.•TYPE GAS::VALVES. f _ £D ONLY WITH THE WRITTEN APPROVAL -- _ - . F OM THE E GIiJEE);t -0R THE OWNER. PING SYSTEMS SHALL BE TESTED Y . ;ALL SIZES OF VENTS , :v�kNT STACKS', BRANCHS ETC-;. SHALL BE DETERMINE I� !J 1 sl• ALL PIPING Y 29$ CMR 2 .d6 ( i2 ) (a ) TABLE G. A.L'Ci�T°PING,PATCfjING 'AND FINISHING AND. APPROVED PER STATE CODES. TESTS ALL EXCAVATION-AND BACKFILLING SHALL TO EE FRRFORMED IN THE PR'ESCENCE OF ` B£ DONE BY THE GENERAL CONTRACTOR_ OWN RS. AGENT: i THE $, LL TRAP DISTANCES FROM VENTS AS PER . 248 CMR 16 (11 ) (a.) 15. THE CONTRACTOR SHALL-.SUBMIT ,SHOP 7. LL TRADES WORK SHALL BE COORDINATED DRAWINGS OF ALL EQUIPMENT, FIXTURES ABLE . ' ° . ITH EACH OTHE�t 'AND THE GENERAL CON- IS -PRO- j _ •w RACTOR BEFORE BEGINNING WORK. WHERE AND MATERIALS TO BE USED IN .TH. JECT BEFORE BEGINNING WORK, AND ALL IEEE 24$ C.MR 2 13 ( 1 )' ('L) FOR 248 AMR 2 . 13 SPECIAL WASTE ) '.BEFORE. OORDINATION IS NOT PROPERLY MAIN- SUBMITTALS APPROVED -BEFORE ORDERING 9 • I`' •A.INED AND CHANGES ARE REQUIRED, THE ,INSTALLATIOIJ OF. AN.Y 'SP.ECIAL WASTE SYSTEM . WNER AND THE ARCHITECT SHALL DETER- ; INE THE RESPONSIBILITY AND THE RE- ; PECTIVE TRADE :SHALL. MAKE THE CHANGE , S) AT HIS OWN EXPENSE. a. I;L -1409--K SHALL `8E DONE TO .MEET THE EQUIREMENTS OF ALL GOVERNING AUTHOR- TES45:,,THEY::'.APPLY.'I'O THE WORK.. I I•SCREPANCIES APPEAR THE CONTRACTOR HALL BRING THE MATTER TO ENGINEERS ' - TTENTIAN BEFORE ST3BMITTING .BID PRO= ' OSAL. NO.'EXTRAS .WILL BE ALLOWED BE- AUSE OF 'FAILURE -OF THE CONTRACTOR O INCLUDED COSTS OF CHANGES REQUIRED • i N HIS :BID PROPOSAL. 9. N COMPLETION OF WORK SUBMIT TO THE WNER A :WRITTEN GUARANTEE COVERING LL WORKMANSHIP,MATERIALS EQUIPMENT ND.. FIXTURES fURNI�HED' IN THIS PRO- ECT. GUARANTEE PERIOD SHALL BE FOR NE •:YEAR FROM DATE OF ACCEPTANCE OF HE `£NTIRE CONTRACT .WORK BY THE OWN- R. ---- -- - - -- - ------- ------ GATE r P JECT- u . REVISIONS. NO. DESCRIPTION. DATE PETER F 'DIMEO ®F 3 f POND CONDOMINIUM SCHOOL THOUS O r _•. ASSOCIATES INC. . _ - 53 - 4t1 8CUDOER AYEHI! • ASSOCIATES,INC. - TMASSACHUSETTS ;- ARCHITECTS-ENGINEERS -� �, O• ; -- - HYANNISPOR , E D W G. N : : . JELL 106 MAIN STREET C®�24282 CHA�'HAM flEAJL PRO,PEATIESsINC - ;. . N � 2Y1 NORTH STREET 2 ArANNIS AASSACHU!ETTf _ STONEHAM,MASSACHUSETTS 0 180 1 °SII�i�AI � TEL. 781 438 0900 F FAX. 781 438 5940 t a . 1JfFII . N Imo`oN ice" V YU �G -� (� - V � H { .5 P 5 , _ a r i i 1: , n f O T- 1 i I v r r I l 7 ; I P - i I , - 1 'vV1k'I'IG ► a 5 � Z � .211V 2 � Liv 3 0 1 O _ � P 95 G 26IT14� h \ I �a _=_ �� I t � 1 O 1 PI t r i !!I, --- - 41 t? P_3 0 _�.3 n2 yC -- I , I _ E Pi Ll NK fl ► . ,�1 P IZ hi_ � _ _ -- _. , y f i, �-- �tN I T --- 4L -1� , , _1_ - � ALL. DEAL _ 41.1 _hCNN N CGj i i NET ! I v z_�� 1. - , -L- -- • j , r - . _: - --- -- --- 1!kx r , . ,ALL FIXTURE WASTE AND TRAPS AS PER 248 CMR 2.15 (2) (a) TABLE. - P3 I - AL,A L CLEANOUTS AND LOCATIONS AS PER 248 CMR 2.08 (2) ($.),,. THROUGH _ Y b — _ VENTS T ALL THRL THE ROOF AS PER 248 2 016 4 CMR O (a) THROUGH TI , i 2.16 5 f t _ r i tz , s� r — I - ---' ;Fi T— L BRANCHES P BUILDING SST _ � AND DING DRAIN SIZES AS PER 248 CMR 2e15 (3) a (a) �F RII i LL SIZES OF VENTS VENT STACKS, BRANCHS ETC. SHALL BE DETERMINED ; —J — r--- PY 248 ZMR 2.16 (12) (a) TABLE._ PISr s V (2. - ALL TRAP DISTANCES FROM VENTS AS PER 248 CMR 2.16 (11) ($) b P_ I TABLE. , , —I �.r� ••-- SEE 248 CMR 2.13 (1) (b) FOR 248 CMR 2.13 SPECIAL TASTE) ...BEFORE t I �/, - ,__ NSTALLATION OF :ANY SP. -I WASTE SY �'Etu. ; P- - I r , P j a 1 I i I - /_ _R - -t P OJECT. : REVISIONS: , 1� R DATE J _ N.O. DESC IPT10 < R N DATE _ � .. PETER F �31 .� - ., M EO - _ "CONDOMINIUM �. _ : a� s s vooEa eNu . _ ASSOCIATES,I C. NYAyNiSPOtT,YA3SACHUSYTS . y - w c ARCcr) - - - DW HiTECTS ENGINEERS -� eliA F . ��iAM AEA . PR{)-P.E#�.T�ES ANC _ ._ . p.. - t06 MAIN STAr �f_� 3 {tORTN STREET EET_ •, , - � s 82 _ -NNIS.MA?lACHYfET7i s _ TUNEHAJIA MA ACHUSETT:S .02 180. ftL . '78i a 000 7=1� 41 01 1-7 1-4 L7 oz qr 14 __j F1 fl 74 all Otv 41 14 ItOL 4VA IV o 1' .. 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