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HomeMy WebLinkAbout286 Station Ave school plan 1u NO. DATE ISSUE GENERALCR P-1 P_2 - P-1A TOILET 1P x z' tV I .?1 AREA-D - - AREA-C'' - OD- �E i . 6"O.D.DN I) I _. I1}I; v ` GENERALCR ,i } el i.,, x i 1/2" CW DN. � 2"W&V. 1/2" HWR DN. , 3/4" HW ON i I1 /2"0 3/4" o c ,T 1 APi- C216 5 1, 4" RWL UP (RD-1)(1,802 SF) $I r 4 O D UP (1,802 SF)L ' £ T i , 1 I - y - S STAIR CI 5 6 9 FILE LE B C2 iG E.,,,.,...... 1/2 "HWR DN. 3/4" HW DN. 21,W&V 1/2' CW DN. ,K^ S -- m _ i e - _....._... n .._._. ...,... .._-.... g �._.. .�_... , t 1 -- __ ..."k 6 O.D. DN. .. ARE' 0 . _.__,,..,.,,.::.,m ..,..,",...-. . _. ::...,,:._,.,.m_,.; _.W.�._W 7 -`-„•a I I `I AREA-B t r, I CORRIDOR , 3i ;• , } I � �I SECOND FLOOR AREA C PLUMBING PLAN 1/8" = 1'-0" t i EXPANSION JOINTS, TYP. ^3,m (1200 MBH) CORRIDOR C234 4" COMB. AIR & VENT UP. TERMINATE ON ROOF W/ CONCENTRIC FITTING TYP. 2 Ik W AREA-D low AREA-O ''2s` oD___ �_ I, I J T .._!li / j 3 . I �. y� _ i_ _.- L 2/2" C V „ , I� V RWL _ t 2" W & V W ..— L 4„D...., -- — _- CORRIDOR ( 3/4" HW DN a 4 _ _.� C200 J 1 t I 1/2 HWR DN 4" V DN. ��_ 3' GAS UP.B:: IIRWL DN. „_, '' O 2 598 MBH , 6---na ,:; , .. :. I.. ,..3/4" HW 4„ RWL U . (1,80 )(1 802 SF) T , ro (, ) , r 1 CW DN. - P. (1,802 SF) `•. P-2A 'qqa ( 7 STAIR C2 P-2A TOILET € P P-68 1 # 2A,= I e ST-C2- I C232 m j I� P-1A I ,r }�t1(,ISLEt-t`ARNINGI O ,.. s ':.. P•1A 1 I l RE46INGSTOR �• s- „C236 I IS TO ( I � m A •- ; 3/4"o Vo ,,.,, C? Z.:z:. s e j I�a CORRIR 1 114"a a "• 4 M CzoO 3/4 m G — — " G 1/2"o f 1!2 o �--- � — —U— — — „0 - If DOr 5 � IWR ON. ,. OD 0 t@ IW ON. -5A 3/4" CW I P- 2„0 W DN. P-10 0' 4"0 6 e ' 1/2" HWR DN_ 1/2" HWR ON - I I 3/4" HW ON. N 3/4" HW DN. a ...«. �,....' I 2" W & V ,802 SF) N m 1/ CW DN. -- 4" RWL UP (RD-1 )(1,802 SF)-'� Ill 1/2" CW DN. F) - 1 1 4' O D. UP (1,802 SF) i �I - 1/2" HW (P-10) r 0. RWL UP (RD-i)(1,802 SF) :-. Y k ">- . 4' O.D. UP (1,802 SF) GENERAL CR I.I II :R CORRIDOR I I (3,198 MBH) (0 a i i GENERALCR i I ( 1/2' Cw (P-12) 1 ( 1 1 i I ,I I t f �:6"O,D.DN, " , s _a wa c_: _..._- --.i a - -Mill n Iq i -1 v AREA-C t :„,ru5s � ;.: a,r: �✓. •,::... te:s�, .,,. _< ._ "% , Wit# d - -, �r .. -,:tea irGtl✓- C RR DOR j:)�, F B208 v1 i"191 r rf t C'L:z l t i C� LyV-�aujC44' 3 D Y PLAN PERKINS— EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical' GARCIA GALUS KA, D eSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71oil DRAWING TITLE: SECOND FLOOR - AREA C PLUMBING PLAN SCALE: 1/8" = 1'-0" Pwl A 3C 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 i"'A L AL - --- ---- ---- ----- p "p- . . ..... . . .... .. H M 'Pal L_J 6" 0.1), DN. 6" O.D. ON. _7 6" O.D. DN. -�7 1j" i0l 3 ILj IJ L_kf-" 7. 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W IE fl RWL— � rz�_L SPED TOILE�T 5 SF) 600 MBH 11" RWL ON HWR 0' 3/4" HW ON I STAIR D2-2 N, 4" RWL UP (RD-1)(1,857 SF) 4" O.D. UR (1,857 SF) 7 riii I - -, 1A P-2A D23) i ------ W & v� �O FLEXIBLE LEARNING 0 P-6A P-2A IDF 7 FLEXIB E�JNWG OC WORK J WRKSTOR FLEXIBIE LEARNING I! ECTRIdAL T -6A� SPED TOILET SOC 1/2:'CW ON. P �` s j 1 � / i SPED TOI� D225 Et, EMERG E WON j -OR A _F2271 LEC PTAIR01 01, 1/2" HWR D� P-2A V TOILET 0 9 600 MBH 1/2'HWR ON. W ON. HW R ON. P-1A r H 1 1/2-0 WD A -------- ------------ - - i ; - � 1"/2:: P-1 A Ne AS U - 1, 2 "i"'31 P. 3/4' H �­J L,­l_ AF1 il"' W ON. I 112"o 1 112"o -j'i &V 3/4"o Zen C 1/2" DN: 2" W (3,9 1/2" HWR ON. 1/2" HWR ON. HWR ON. 3/4" HW ON. -1/2" HWR ON. -34'HW DN.- 1,V' HW ON. - - - — - - 2" W & V, 1/2" HWR ON. 3/4" HW ON. 1/2" HWR D 02 �lt 2"W&V 2" W & V 3/4" CW ON. 2 /24:: HW ON. 1/2" HWR ON ------- J/ --y?" CW ON _RWL . .. ..... CW ON. . . . ... . ....... % - HW ON. RWL�- &'3/4' 3/4"o i �RwL­4 1 3/4"o 1/2" CW ON. 1/2" CW ON. 1/2" CW ON, mc___ =4_ v -5A 12 VV&v. D2297 j: 'P_ P.5 :77 5 1/2" CW ON i � 7 1 1 I-L, , 7 f il/2" CW ON. P-5AJ P-5� FQ-1 P A— 77 4" RWL UP (RD-1)(1,857 SF)_ 1/2" HWR ON. 1 7 �77 7- T/FHVR_6N7 I E-2 4" O.D. UP. (1,857 SF) ILL], P-3A P-3 R 3/4" HW ON. TS H.B. 1/2" CW ON, P-5 W! 4" PWL UP (RD-1)�1,857 SF) 12 T 14" RWL UP (RD-1)(1,857 S 2"W & V "o 4" O.D. UP. �1,857 SF) 4" OM, UP, (1,857 SF) 2"o 4" RWL UP (RD-1)(1,857 SF)� 2' 3"o 2" 4" O.D. UP. (1,857 SF) 4" RWL UP (RD-1)(1,857 SF) 41'O.D.UP.(1,857SF) SPED BE H L -V CIENCE CR f 2-io �4' RW UP (RD 1)(1857 Sf 1/2" CW ON. __T� I p_j� p H.B. CR GENEIALCR 1/2"CW ON. S D203 V'O.D. UP. 1,857 SF) F , -, , : I 1 (1200 MBH) GENERAL CR 2" W & V. D20 _1; 2" W & V SCIENCE CR P-1A 3/4" HW ON. 3/4" HW ON. 0,207 J 0? �OD _A 1/2" HWR ON 1/2" HWR ON. TOILET -3110 D . ...... .. 112" CW N. 2"W&V P D230 1/2" HWR ON. J L__� _3 FD-1 HW ON. 3/4" 1/2" HWR ON 3 L-A LJI CORRIDOR L4 3/4!'HW ON. W & 1/2" CW ON. `2 2"o D235 F rEi 2" W & V. 1/21, CY V6 3/4" HW ON. 0 1121, CW ON, 1/2" HWR ON. P OD T 2" W & v P-1 P_ 1/2" CW ON. 3/4:: HHW ON. "2 W 1/2" CW ON i 2" W & V 3/4" HW ON. lip 1/; —OD OD 2" &V 2" HWR ON. R ON 1/2" HW (P-10) 1/2" HWR DN.:!�_ 7- IL -9 D 'I--- --7- 4;;�� 112 UVVUN.__jf -- ----- �2_ 2"W&V- A— F�- Aj 'DA T 3/4 6" O.D. ON. "11-1 HW ON �'H �`,l 74", F ON. j,.,j,,,�2'HWR ON. EXPANSION JOINT (TYP.) 6" O.D. ON. CORRIDOR _j L_J C224 P71 i Eli D D3 1,012) "DI ------ T', MAKER SPACE' A � N�11 D 8 7 8 F C'Up. T I. ta- P-5A 6" RWL UP (RD-1)(1,950 SF) Y O.D� UP. (1,950 SF) SECOND FLOOR AREA D PLUMBING PLAN 1/8" = V-131" a Aej- All SEAL PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T, +1 617 449 4000 F, +1 617 449 4049 I Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Promect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: COW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 0 1801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 0 1741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 0 1776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR - AREA D PLUMBING PLAN SCALE: 1/8" = V-0" Pul A 3D 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 NO. DATE ISSUE NOTE: MANTAIN 25'-0" MIN BETWEEN PLUMBING VENTS & AIR INTAKES RD-1 RD-t RD-1 RD-1 SF) SF) i 1857SF _ 1857SF _ t 857 SF (1,857 SF _O (1,857 ..___. (1,857. 4 OD-1 _ O OD 1 OD-,857 - y� OD-1 OD-t O SF -_ r (1,857 SF) O OD-1 7,8571 < p ,«-..,.,.....,............e,...„:.a...a,.a...a.,.>.<,,..w.,.,.�...:.._....�.....e.....,W.._ .,.... ..,:,;...:.�,.. y,. ..».:.a. .. .:: .........,.m,..:.;.,.� -' (1 SF) .. ....:,.....:,..":.,.._�..., (1,857 ) (1,857 SF) i ,,.,,.....,...m ,_� »,.«,.,..,...,...M.. .-._.....»,s,^.:�.»,...,,,.....+...........m....,,.,.w:.....:..u,,........,. ...,...:., ....., (1,857 SF) t^.,.9....,.. I - -- - -- .,._..,. 3° GAS DN. ys 600 MBH 600 MBH ;.. € a I i 1 lj J.a RTU V 2 I�B. ,}TLLr a O. t �' Li — w_. — -- - 3/4"CW DN.., 3/4"CW DN. I I _.. —.. RD-t _—..-.. L. .. -..._. _._-. _.__ — RD.1 ........:,..-,,,_ ._. . �. .... _..._., __. _._ ___. -.... _. _. _.... _..- _-_.___ _._.---_-__._ _«,� _RD-1 . RD-1 _. _.. _..O RD 1 -..... _. -(1,857SF) t_ -- -- - _1_- --- --1 ..._: (1,857 SF) '': (1,857SF) ---.._. i (1,857SF) 1857SF) (, " OD-1 -- -- -- —' - - __ _. OD-1-- (1,857 SF) ' OD-1 O OD-1 OD-1 1 857 8 s Q (, � 187S 5 , (1,857 SF) D-1 Q Q_ 1,857 SF (1,857 SF) (1,857 SF) _ ,., ,. � �,,..� r ._*. .%t.. hr..:. ,.r. ,r, ,. ,. r., ..,... <..,%;2, : ,,,,., Y.. s.,. .,,, �,..., ,,.�.,.)..: i>.x „ >�; ._�+:lf! ,. r,:. .'ti -.t✓ k S /1 ROOF AREA D PLUMBING PLAN 1/8" = 1'-0" �D Y PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS•YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill CT 06067 Mechanical / Electrical GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No:71011 DRAWING TITLE: ROOF -AREA D PLUMBING PLAN E O SCALE: 1/8„ = 1'4" Pw1m14D 1 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 NO. DATE REVISION 2 02/12/2021 Addendum 2 AED ELECTRICAL SITE NOTES: I EP 80 0� 1. DO NOT RUN ANY UNDERGROUND RACEWAYS WITHIN PLANTING 1 Q� 50 �p I AREAS OR LEACHING FIELDS OR WITHIN THE PLAYING FIELDS. -> --- -- Q ME ` REFER TO DRAWINGS FOR LOCATIONS. COORDINATE ROUTING tt WITH LANDSCAPE ARCHITECT. JSL2+a 2. REFER TO CIVIL DRAWINGS FOR EXACT ROUTING OF UTILITIES. 10 rCT4 Wpq or 10 WP O SL2 '�-y�, REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATION OF'SITE' 10 cG FIXTURES. r� L U: J 1 SL2 11 2 • 3. G SHALL BE 2#8&#1 C MINIMUM UNLESS SHOWN hJ ALL SITE WIRING 0G 1" __ _ OTHERWISE. ' \ 4. ALL EXTERIOR LIGHTING TO BE PROGRAMMED FOR PHOTOCELL SL2 r Wp C12 SL4' 2 \ 2 "ON", TIMED "OFF" AND DIMMED LEVELS (VIA 0-10V SIGNAL). ♦ ♦ 10 SL4 11 9 \i EP18-80 Y PROVIDE INDIVIDUAL CONTROL FOR EACH CIRCUIT. COORDINATE ♦ t?} ♦ /- r 11' PROGRAMMING WITH OWNER. (REFER TO ALCS ONE -LINE DIAGRAM 0-1— WPI ` 1 &SPECIFICATIONS). ♦♦ // C10 5. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF r ♦ ♦ ! PB t 4 f♦ i 180, \ 8 53 EXTERIOR WALL MOUNTED LIGHTING. ♦ SL4 a C16 S\L4 PYZ 7. PROVIDE VE I7YSO"x12 D GROUND MOUNTLL SITE ELECTRICS WHEN OE PULL BOXLONGER (QUAZITE SL2 11WF 64 W PC1730BA12 WITH COVER #PC1730CA17 OR SAME BY CARBON, - - - - - I HIGHLINE, STRONGWELL OR EQUAL. RUN ALL SITE LIGHTING VIA /10 SC♦ 1 __ _ --< ; I PULL BOX. ALSO PROVIDE (1) 1"SPARE WITH PULL LINE BETWEEN Cg: 2 y,', i' = a t i PULL BOX AND NEAREST ELECTRIC ROOM. LABEL @EACH END. .� -. _I_ _ PEDESTRIAN POLE. REFER TO ; , ;.y;. - Q / WP 'WP C4t3 x _ _ _ lJ T 8. PROVIDE LIGHTNING PROTECTION SYSTEM FOR COVERAGE OF 30OKW ATURAL GAS GENERATOR.- [ SL4 ♦ - / w ., ; ,✓ DETAki LDFtCREITE PAD BY SITE CONTRACTOR. ♦' Q Q' SL4 ! I �,91 g a '`. ` ENTIRE FACILITY. i 11 _ , "> r, SL4 _ ! 9. REFER TO DETAILS. '� 0 04 PROVIDE 12"x12"x12"D GROUND MOUNTED PULL BOX (QUAZITE 1 1A EP1A•64 ' `` / ;' a / SL4 w->,, #PC1212BG12 WITH #PC1212HG00 COVER OR SAME BY CARBON, / i' I : ems."- - I`. r ©'•,`.. + 9 E-0.05 E-0.05 i / 9 SL2 HIGHLINE, STRONGWELL, OR EQUAL) AT ALL POLES WITH THREE ��' 1 i NERATOR DUCT BANK ,, SL4y ♦ ( ♦ 11 ! " R F 1" CONDUITS APPROACHING BASE TO ALLOW FOR \' l . 9 PAIRS 0 CO U S PB REFER TO DETAIL'; \ - SL4 SINGLE PAIR TO ENTER BASE. CONCRETE BOLLARD BY 6 SL4 q !Wp ,jQ� SITE CONTRACTOR P. 10 E-0.04 -. 11 I V WP 9 �� / PB P 10. PROVIDE 24'k3V40"D GROUND MOUNTED DIVIDED PULL BOX 1 ) 8.4 �' / SL4 ! REFER TO DETAIL 18 " 7 1-112" C TO PB#6 „ ` ' (QUAZITE #PC24366G30 WITH #PC1212HG00 COVER OR SAME BY 4 --� / C20 CARBON, HIGHLINE, STRONGWELL OR EQUAL) AT ALL POLES WITH C22 SL4 " 0� i n. " 0.04 �!� Wp C 4 P 11 ♦ ! ` j THREE PAIRS OF 1"CONDUITS APPROACHING BASE TO ALLOW FOR ♦ PB WP / Q i 2 4r t� rv, SINGLE PAIR TO ENTER BASE. € W #4 1{3 �' EP1 B-84 11. GENERATOR EMISSIONS EXHAUST SHALL MAINTAIN 25 FEET °C' LP1A11 ♦ W' ! SLi , ♦ `° C4 1 > ` . CLEARANCE FROM ANY OPERABLE WINDOWS OR INTAKE UTILITY COMPANY TRANSFORMER. ► / 11 i 36 84 / fl h E WP SL4 PB .,-,� p LOUVERS. COMPLY WITH ALL FEDERAL EPA AND STATE DEP TRANSFORMER PAD BY SITE 11 C47 WP a; >.._, F= C39 > @ REQUIREMENTS. l y.. CONTRACTOR. REFER TO DETAILS. K _,,- 4 ♦ _ 91 ^ . SL2 / !,; `r ` APPROXIMATE LOCATION OF _,- ?I j E-0.05 E 0.05 B u ,, y 9 / ( B (D b MAIN ELECTRIC ROOM VIA PB#L, } ,. >s WP / { !:% ! SL2 1 ;; ' . Y ✓ `' 2 l U10` APPROXIMATE LOCATION OF ` ;aa C7 \ EMERGENCY ELECTRIC ROOM I> SO 9 �,Iy ,' T: 1, ; l --. APPROXIMATE LOCATION OF `�-: :,WR p ''° � !� SITE WIRING LEGEND: X SL4 J ' VIA PB#2 SL4 . '.; , 1 1" 24"BELOW GRADE SECONDARY DUCT BANK i ., t .; p 4' t�s` / , ! 1 298, #8G, C, 11 � p ,- � MDF ROOM, LOCATED ON 2ND� � � "" O REFER TO DETAIL:. 2 !l; ✓ 0° FLOOR C46 LP1B-9 #2 (�••¢' t � ,: �\ 4#8, 2#SG,1"C, 24" BELOW GRADE E-0.04 l�j / :' CZ3 WP _ . g �.�j,..1 114"C.P{SR / A PULL BOX FOR FUTURE AED a s ` I C6 \ SPORTS LIGHTING (TYR) � PO 'C`FQR P=POWER 3 .� LP1A-10 j! l EP 360I { �� C5 ! /p PB J I l !_ (1) 2„C BACK TO q ! VIA PB#3 /I 1 MM C24 1 1 N C25 / - - WP • MDF ROOM SL11' PB .p� 9 ! / / 1-1/4" C TO PB#6 SL s `/1 �- f 1.172 CTO / , U IONS/// 1. 10 SL4 I `-----_ ---_ ---__) _ 1,* gg 11 WP 11b / _ \�� l AED 2 PB#6 C1 / (2) 3' C FOR FUTURE SPORTS 38 A { ��WP ^;,,,. / LIGHTING BACK TO MAIN SL2 � �- � � � ` � � I EP 82 60 C/P f' \ , _ '*.1 !/ / JA PB�'`� ,ti/ ELECTRIC ROOM LP1 •7 rEPIR �� C40WP� ♦ PB 1114CFORPOWFh hb '`;,`' /f4.` - yy 1 1/2"C FOR ,"„ `ti jr, ! I AED / SL4 11 WP \ `ay ! \ SL1+ MM / 1r COMMUNICATIONS., LPlA2,-7!J C26 q, k_ / �' 11 \ J ,,, ",w A@ EP3601 VIAPB#3 !»! VIAP2 P J! (1).T'CTOPB#6FORPOWER >,.. ,. d° - WP 2 VIA PB#1 LP1A2-2 X 1 ` \ "JB 7F ': MM A IONS. >„ :'/C41 MM L1 EP1A$2 Y1 ! _ / _ - ! > ,, (1) 2 C TO P # Qft GO UI Its T,1 SL4 1 1C P4.PS SL6 / 1 SL7- / L3 SL6 l Wp 1 7 �i #8 PB 1\ -- -- �:. SPS,.."'`„ C45 ` 2`yF / \V � �.�-� •��.�,- PB #6-. CIP'! j/, EP1B-84 & ( [�] / 1 SL9 ?<s! 2 2 ! .7 . ` 2 3"C STUBBED. -- �G., �, SL4 / O N,ALUMINUMDIVIDEDPULLBOX, �- / a 2 PB yy C !Q t / fORFUTURE PB #7 1 I 1-1/4C SL3 %1 /C A \ PROVIDED' BYOTHERS (TYP;} ,.. WP #1 SL4 SPORTS LIGHTING { / I 62 Q Q WP ✓ / :"1. C4 2 v v CIP COMMUNICATIONS/POWBR POWE Z.- WP' �' 1 pip L2 :% SG2� v / °.,,.9 , ! 180, S SL1 1-12 C FOR `. �® • 7 �i-114CF(7RRe0WER l/lPV 2 [ L 1 C26Ld C3 WP COMMUNICATIONS ! 7 •1 _ C37 ✓ / / SL1 7-1/2 C FOR / ! LP1A2.3 - ♦ 1♦ 2� WP` _ �� zs �.�.. "' ! /. P 3 SL SL3, A �COMMUNICATIONS,j / PB ! 7 / ,'� VIA PEW �� 1-1/2"CTOPB#6(r� ! / ! / �• SLR a / $L2 Q 5 SL1 = r _ _ _ SL1 7 , C36 SLP ! VIA PB#2 / !!' ! ti 3 2 !/ ! 4 SL3 \\ 2 !/ ! !/ C34 PB73 2 - --�♦ LP-11311— EP1A-58 WP NEW PRIMARY MANHOLE CY / EP1B-73 1 1, SL1 DETAIL: PB TYPICALLY REFER TO SO ©`3 1 i / _ PB // ! 2 LP1 SL4,. \ C / 7. E-0.04 SL3 4 L3 1:%f // �© / i ;' \ SL2 VIA PB TOPB#2 v((/ \ 58 WP 4 SL3 3 ♦♦ 62 14 // / SL1 // 2 5 I PTZ' / ,} SL1 PARKING LOT LIGHT POLE. ♦♦�. ��� ': C33}! // / 5/} ai / �{ REFER TO DETAIL. ; g / \ SL3 C� J MP1A210,12&/© 04 vvv �C- 2 f / 4 \ �.� MP1A2-14,16 /, / SL4/ 3 \ a 4 SO LP1A2 4 (2) 40A/2P /:> //.1 SO \ MP1A2-9II& „' cLECTRIC L/VEHICLECHARGING / 2 MP1A2-1315 SL3 !'' / STATIOR ITH(2) PROTECTIVE / - F l SL2 2 4OAl2P ! BOLLSfi . (TYP.) REFER TO DETA&: ' 1 ' / O -0.04 1 / 5 SO ? V VIA PB#1 ! ! ,a,' , ;/ SLT MP1A2-2,48 ,7 C30 " ' \ MP1A2-6,8 ! !/ / ! Q / � \ SL1 A (. 58 WP (2) 40A 2P '" 5 b (j SL2 MP1A2.1,3 & j!/! � %! I.� �P 2 7 � 5� � U \SL3 MP1A2-5 7 SL4 = ! ! �/ ��,;. 2 82W PO \ 4#4,#6G IN (1) TC, ' !! / / ©� A\ A.. SL3rS�/ SL2 'f 5; \ SL2 \ VIA PB#1 7 2 NEW SITE LIGHT POLE WITH f LP1A2.1 /%// l SL1 C32 r-^�-- PAL OR FERTODETAIL: ETAI (E_ % ! 1 SL4 CAMERA ETED L SEC G ANK REFER \ 2 ! I VIA PB#1 36V W3 (TYPICAL) TOIDARiDUCB ©�\WP LP1A2-2 \� C31 58 1 ! �^ / 2 V, I SLI A. A TYPICALLYREPER '-I l 1 " � � .c! 1 � � _ °SL2 / SL2 ! ,{ SL2 7 EXISTING UTILITY POLE. REFER TO DETAIL 2 5S� u7 TC TO E-0.04 I / PULL B NEW U' RFFFR i 1 r4 r�.�l r1 SEE NOTE 10 PROVIDE VC PROVIDE 3/4' C FOR DA y FOR POWER Z Ud SL2 `~ _` LLI w co /, o w -1 O SL2/ O 5 2 J U U) W J, t� 0 =" GARCIA GALUSKA DESOUSA CONSULTING ENGINEERS INC. 375 Faunce Corner Road - Suite D, Dartmouth, MA 02747 - 1258 508-998-5700 FAX 508-998-0883 E - MAIL info@g -g -d. com SEAL �D !Y PLAN PERKINS EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F, +1 617 449 4049 Owner. DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Corner Road North Dartmouth, MA 02747 Plumbing J Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: ELECTRICAL SITE PLAN SCALE: As indicated EmOnO3 CONFORMED ISSUE APRIL 1, 2021 NO, DATE REVISION 2 02/1212021 Addendum 2 3 02/16/2021 Addednum 3 GENERAL LIGHTING NOTES: W (V.5) V L5 ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. 'bl 2. WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, L8�) I EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL PLANS, S $ SENSORS, POWER PACKS, RELAYS, AND OTHER AUXILIARY DEVICES, WIRING AND CONDUIT OR MC CABLE IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A ,A. a, COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. ,,A �d RC2 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/THHN t -T- N& SL5 i U INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. gLPIA4 (R 2\,( P 6�(U.5) (T5� �S.3\ R O\(10 S t4G Fly, I u— EEZILh 4. UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE SL5......... ... . ..... _T1 ....... .. ... PLA14t-ju. SPECIFICALLY SERVING THAT STAIR OR ELEVATOR, i SL5 . ........ ...... . . 5 METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. RC2 r, I i .111, .1 J­ WiRINGII`AFC)�_'. PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING b K24 . ... .... AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. LP`!A�8— SL5 1 SLS al) P I" I - 'T 4 L_" - 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO 14 ILS8 11�1 ­ l, , (24 R [ANCE WITH THE j - q_ T ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED INCOMPL (A2) ­4 X LpV8 imm", MANUFACTURERS RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL if D0 SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. LS8 E.C. SHALL PROVIDE THE SENSOR VENDORS) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS A Fqji OF EACH SPACE. I -7 TO LIGHTING AT 10 if 4 IG9ITNG`N - -- -f, - i - - i LS lBb _LPIA_1$ LK22, A3 LOFT ABOVE - - - - ----- 8. INDIRECT AND DIRECTIINDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM RC21 LN44 RS CLEARANCE 18" FROM THE CEILING TO TOP OF EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION JW SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE LK2Z-,-- music 4�, qc�_ REFER TO UE� 4 k_ 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-1 OV DIMMING DRIVER(S) OR LIGHT ENGINE(S) AS REQUIRED FOR LED 6A, 19a _1 t 1�, 1, LPIAm7 INSTALLATIONS. 6 ELABOVEFOR SPECIFIED TO BE CONTROLLED VIA A 0-10V SIGNAL FROM THE ALCS, DAYLIGHT HARVESTING PHOTOSENSORS, 18b SOURCES RC2 NA NG LrVA f i -OJB L : I - 'T, I ADDITIO LAYOf It A F LK21 THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS UR4 19a � 1 ."­L - - �! LK22- 10. REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM (ALCS) -TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR LP`lA,,'9 LS4 PVB c___ 7�40 L LK22 1 Ac DETAILED LIGHTING CONTROL REQUIREMENTS, io PV8 2� GARCIA GALUSKA DESOUSA JW 11. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF N LK24 STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED J8 11C CONSULTING ENGINEERS INC. ---------- FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TEST. 375 Faunce Corner Road - Suite D, Dartmouth, MA OZ747 - 1258 I id 508 - 998 - 5700 FAX 508 - 998 0883 E - MAIL Wo@g - g - d. com JB oil Pw_ -7 Mgt, LK22 R 6a" .-A r-N A`% LK22 KEYED LIGHTING NOTE R% Z 3", 1 i � m - ELPIA JW K22- 09b oil Q41 '4 LP4 S Q TO LIGHTING AT IR LK22 (D TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2/E-0.02A FOR ADDITIONAL INFORMATION L LIJV4 IPVB 91) U(22i REGARDING SENSOR/SWITCH OPERATIONAL MODESAS WELLAS ANY TIME SCHEDULE CONSTRAINTS rA LOFT ABOVE tA Z LK22 ...... b _PV8 LK2 - INCLUDED AS A BASIS FOR THE DESIGN I TYP�CAL CLASSROOM SWITCH OPERATION REFER TO DETAIL 31E-0.02A FOR ADDITIONAL NFORMATION. TYP CAL MASTER SWITCH STATION REFER TO DETAIL 4/E-0.02A FOR ADDITIONAL INFORMATION. 7 TOUGH SCREEN OPERATION STATION FOR CONTROL OF CAFETERIA REFER TO DETAIL 5/E-0.02A FOR 71 7b� LK22 _9b !'b4' Wq - ------ LK22 allb" ADDITIONAL INFORMATION. -0.02A FOR ADDITIONAL L INFORMATION. TYPICAL OFFICE/CONFERENCE ROOM OPERATION REFER TO DETAIL 6/E N 9b al4b-a SL5 L7771 o TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 7/E-0.02A FOR ADDITIONAL INFORMATION. Ail ELPT-5 LR4 LPV4 MM ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRCUITED TO PANEL TUP1N'CIRCUlT 18". > L REMOTE MOUNTED TRANSFORMER -_J ABOVE NEARBY ACCSESIBLF-, V8 VIA EMERGENCY LIG 4 r i LS 'fir, , , ­ e-, TRANSFER SWITCH LP 2� i 7a % CEILING. LPV8 2 _T IL b F=-- -1. 49310 kb, ELI Q., q- 26 2 j V LPIA-6— ILIA -- IL X7 IL 3 /C ­1 CA r�, t LS' L T D "=� _ i --i _AA 44 3%, 4-J& _j L L: L ­71-4- L ff; _1r �R4 ! 1 - i W EVTL Q1, < j L !A- 6b cn� 990 Lill a %1L�V LSL ITIONAL LI TING Ut TH R IL L - , �r I i I b A) I of � 11 , -, - m­ J. _3E _jE_ �F_ _j 2 12h SEAL R V 7 NIUSIC 'V­ IL ILO g _1�', 5 rig PITORIUM --- ------- 'j:' OA7 % %Z, L 7 L C Ji. LS D L L 'I 1�17:-j, " LR4 Q WNW" R�2 e A 413 r77_ -h c-, J h AXIMUNI HUGHT 3YM HI ­ 4— 1 ­$/" IUM ROOF DECK MAIN ROOF Ah, +54 - (U 6)iU 5) (T. ]SIC WING ROQF­jL iL SECOND.FLOOR ('p�, 4"t - 6 18� �V , FIRST F1 OOR -1, 1- STACKED STAIRCASE B1 SECTION SCALE: 1/4" = V-0" ------ ----- T H I j- �__l ral ILI (A8 —Z E, A9 _3 I'M_ IL Ft 1 ic�- 6:_r�k_ _1111 - . - -------- - j A! 4- �;A IL (A 1 Z- _4� Al 31, - 3 _� UPPER SEATING LIGHTING PLAN �11 SCALE: 1/8" = V-0" (S.4)(S I (R2� T-3 REMOTE MOUNTED TRA VIA EMERGENCY LIGHTING ABOVE NEARBKACC$E� TRANSFER SWITCH 5ic,CEIUNG-%i-- J EX =zz -A-11- �4-2_ K VNI_ L�L�_f� --- A, CA IL L --u-JA IL P �N " \ �� 70z-lz-, Y PLAN PERKINS EASTMAN 20 Ashburton Place, Floor 8 Boston MA 02108 T. 11 6�17 449 4000 F. 1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owners Proiect Manager. PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree , MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 0 1801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE MCGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01 833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultaft RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No� 71011 DRAWING TITLE: FIRST FLOOR PLAN PART A - LIGHTING SCALE: As indicated Eml A I A CONFORMED ISSUE APRIL 1, 2021 NO. DATE REVISION 3 02/16/2021 Addednum 3 GENERAL LIGHTING NOTES: 1. EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. 2. WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, g RELAYS, AND OTHER AUXILIARY DEVICES, WIRING AND CONDUIT OR MC CABLE IS SHOWN ON d i % T OF THESE DOCUMENTS THAT A SENSORS, POWER PACKS, DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT NTS - _ 3 COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED.MINIMUM #12 AWG SIZE, HWN H N - _ - E 98% CONDUCTIVITY, COPPER ZE, T /T H HALL 8 — UNLESS OTHERWISE NOTED. ALL BRANCH CIRCUIT CONDUCTORS --- INSULATION, 600 VOLTS RATED 4. UTILITIES SHALL NOT PENETRATE STAIR N LOSURE ELEVATOR HAFTS AND MACHINE ROOMS EXCEP T WHERES SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. K SHALL BE FOR SUPPORT FANYLI LIGHTING FIXTURES RELECTRICALEQUIPMENT. 5. METAL ROOF DECKS SH NOT TAPPED 0 SU 0 0 G G U S O _ .,.., �...,. � ............... �=- SUPPLEMENTAL SUPPORT FITTINGS T ATTACHED T BUILDING F MIN _ _.. ,_ , ..,. _. _ -,_ . ,_ PROVIDE UNISTRUT OR OTHER SU CEMENT L SU 0 7 GS O BE A C ED O BU LD G RA G ,.} ,- . ,., � ... .... .... ... ...,,_ . ,,._ _......,.: _.............._,._ , ;:..._. _,, � , „��` AS REQUIRED FOR SUPPORT Of ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. t...... .. .. _.... _.... .. _,........ ' ,........ ,: .... _ . { _.-- COMPONENTS BE _,. ,:. _.._..... . ........_ ..., _..., .... ....,.: , . .,._:. � I _ 6 ALL EXPOSED CONDUITS RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR C MPONEN S SHALL B PAINTED TO {�MATCH SURROUN IN FINISH WITH EQUAL TYPE PR DUCT S .._ • s ._ -,_ , . t 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE _ . t.... REFEEZTO S E T,E 1 1C F R - _. ..r SL " _.. c . at.... ....._...., ...... _.. ... _ ,.. ... - _. _,.._ _.. .. _..__.-. �.-•-Y-�..�: , , , . . , - ... ,. ..._ . , - _ _� _, .. � � MANUFACTURER'S RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL _,.... .. ,..-...... _v _..... r LIGHTING LAYO N T`HtS AR , Eta ,... _....... _.,.-... _... _,.. _._.___ .. ...... ............. .........._..- ..._...� _ , _- ___............... _ .,,--.., - � . --- HAS BE FULLY COORDINATED WITH THE WORK OTHER T FOR FINAL REVIEW AN APPROVAL. -- �. SENSORS WHICH S BEEN FU C00 WO OF 0 E TRADES 0 N EW D �:' ._.._-. - , . _ -„ { E.C. SHALL PROVIDE THE SENSORVENDORS WITH ALL INFORMATION REQUIRED TOFULLY NDERSTANpTHE CONDITIONS I...._.., ..,. } ..., .. __. _. ,..... r� - ....,... .... .,..s_.--_. EACH SPACE. _}.. � .............. .-�. _. ... L - � i�a °:_' ; __ - "'.��. � � - � �.r 8. INDIRECT AND DIRECTIINDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM _r ...... ,. .. � r -_ _,, �.- __ .SLS a ,:� ,, _,. «� _...., ......:..,. ... , .. ,,,. , ... � � _ -.-: _ sue. ,----------,--.------ /l/(,{•/Jv//per/y CLEARANCE 18 FROM THE CEILING TO TOP Of EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION ..� ._ __ , m �,_ �_ ` � �,} ^� �' V ���� � SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE -� g,3 INSTALLATIONS ... _.max, c,:..w0- _.„ ... ---._ _. ., _, _ . ,„ z __._--.._ ¢i 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVER(S) OR LIGHT ENGINE(S) AS REQUIRED FOR LED - a . .._. � , t _ E 5 � . , , ,_ .. -. ..►_- _ ., _ : - �_�:�,,_ ��� ". _....... � : � ; _._ _-__ �------- !, ,I SOURCES SPECIFIED TO BE CONTROLLED VIA A 0.10V SIGNAL FROM THE ALCS, DAYLIGHT WARVESTING PHOTOSENSORS, , }Jaw -_: s„ -_ � THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS -- �- ..:: _-_- 1 E TYPICAL ONE LINE M AND SPECIFICATIONS FOR ` � �� � 0. REFER TO LIGHTING CONTROL SYSTEM {ALCS) -TY E DIAGRAM" FICATIONS _- DETAILED LIGHTING CONTROL REQUIREMENTS. x,� , �' - ' ;r .____._.; _ ,w�:_.� Gk y�' / 1 !, - / 'y !� 11. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 {MINIMUM) AND BE CONSTRUCTED OF AR IA AL US KA ( STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED ES�U`�A t i 1,. r- R == I1� % CONSULTING ENGINEERS INC. .•�' f�� i % ��� i" FINISHES SHALL HAVE PASSEDAMINIMUM5,000HOURSALTSPRAYTEST. \^^' i - :: i — 375 Faunce Corner Road -Suite D, Dartmouth, MA 02747 - 1258 d� • .T 2 �. - : !I { { - 508-998-5700 FAX 508-998-0883 E-MAILirdo@9-g-d.com T KEYED LIGHTING NOTES Q 9�� 4 - - _ , t§ - - - _. — i ( . ' , _r .r .. . , e,9-. � 1. .. ,.� ,. . ,7 ,- ., cY. .*> —, :.. ! y _ .:.� ,. : ti. •, , ! f. r r} . 4 , J,._l.. M':� Q TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2JE-0.02A FOR ADDITIONAL INFORMATION , , A,,, �� ;, .REGARDING SENSOR/SWITCH OPERATIONAL MODES AS WELL AS ANY TIME SCHEDULE CONSTRAINTS 1 _ ---- ---- _ _ k - -: f - INCLUDED AS A BASIS FOR THE DESIGN ----,------ S ,„ x„:. .�...; - ,F.. . ,...., - .. e I r o. ' ,°% I ._-, LS8 -. RCt __..-__._._______ 9 -&. TYPICAL CLASSROOM SWITCH OPERATION REFER TO DETAIL 3 E•0.02A FOR ADDITIONAL INFORMATION. t. .„ . fc . �1Ue �'' ' -_-- __- __ . � �. MATTA4,rtEESE COURiYARO � � \, o,.. - �. . r . , . , � TYPICAL MASTER SWITCH STATION REFER TO DETAIL 41E-0.02A FOR ADDITIONAL INFORMATION. CRT-9 �, � _---� -- t I €1: '=�4� t.t.-..-,,.. �;, _ ! �� LYE E 1t1b . ;. .., ; ' u.- i �,::-; F NF R N R P T I ADDITIONAL �' � 10 A• � r- , "� � ,1' � - <' - . - - TYPICAL OF ICE/C0 E E CE OOM 0 ERATION REFER 0 DETA L 6!E•0.02A FOR ADDIT ON L , d _ ; ,, NOR S TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 7/E-0.02A FOR ADDITIONAL INFORMATION. .- :° <'. ;,: =t-:' - . :.:- .-;", Ob „ „ , „ ---- --t ---- ) g x, . k (6� ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRCUITED TO PANEL ELP1B CIRCUIT 25 . . -..+.. 10a I) LS2 ... 10b t.r ;. ; RCi.r"Mi - 14 a _ - i,'-. LS8 _ ELP1&IO' , b - • I y pg zHa ;,iT _-�PS�•�--- :. � {/ t � �--- -i------ -.:1 : .. ;_.i.:s2,,n�: ELP1E a- Z? \ , ) i ' $Lb I I n, �lISM _ I � 4` i I I _l �- - I- 1 I , I I a,b,c,dnm' RSA B 7 _-_-. _,.. _ _ _ I T i _ I a,b0 ', d , a' I 1�7 LV4, LSV4 LSV4 a a �p LV4 8a (� �V4 la �:9 LSV4 8a a I 8a 8d 8a`i i LV4 7 - LV4 8a`I abe Ltj', V Sa LV � LV2 8ai A -1✓ LL!! i• - I t i 0 7 (4) SEAL D C a� KEY PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 - Boston, MA 02108 T. +1 617 449 4000.' F. +1 617 449 4049 Owner. DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor .!l Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN . r 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: ,x R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 w:y PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FIRST FLOOR PLAN - PART B - LIGHTING SCALE: As indicated EmlollB CONFORMED ISSUE APRIL 1, 2021 T' "T j LPI 3a LP LP8 LP8 to Wkf-'Z�' LP8 LP8 li LP8 fl, 8 J L 7, r i LP8 LP8 LOB LP8 RR k DIMMING DIMMING DIM ---- -- ZONE#2 26NE #2 J " -, _­­�_ - - - -1 -- - -------- F, ZONE #2 ZONE#2� DIMMING DIMMING MING .11"IMING ZONE #2 7a 7b 5b 3 1 Sa 6a 7 a 7c 5b u- 66 �i U50 58 66 L�4 CC- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - 7 LP8 LP8 LP8 LP8 LP8 _`W LP'8 LPS LP8 ------ 9t 1, o LP8 ��r9i LP'8i' LPI LP8 LP8 pp" 8-,IENQE GR _7 [bq :"3b F­q�R] LP8 LP8 jit, DIMMING U LP8 DIMMING, DIMMING DIMMING t L �DIMMING- ZONE#1 ZONE#f 4Vvr-#I, 7d LWS ZONE #f 77 ZONE#1 ZONE #1 RC1 Gil 0 o ELPIC-3 E 4 J� 1C 7c 60 7a 7b S mij 1, b 5b 5C LR8 3a 6d 6b 7i RCI lip d [L RC1 --_­RG1 J UC 8 b A6 L �j tfLu L UG J J_C_ ue F 0j Pin.t '77777 7, /2 7 2 LR 14 A. 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Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FIRST FLOOR PLAN - PART C - LIGHTING SCALE: As indicated Ew1n11C CONFORMED ISSUE APRIL 1, 2021 NO. 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WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, SENSORS, POWER PACKS, RELAYS, AND OTHER AUXILIARY DEVICES. WIRING AND CONDUIT OR MC CABLE IS SHOWN ON - . ,_ DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A . 11 - D COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. ) V� 3. C ,_ L qvt it--,j ,� sr AP ,�, , I 34ILL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWNITHHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 4. UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. I 1 5. METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO MATCH SURROUNDING FINISH WITH EQUAL TYPE PRODUCTS). 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. E.C. SHALL PROVIDE THE SENSOR VENDOR(S) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS OF EACH SPACE. 8. INDIRECT AND DIRECTIINDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM CLEARANCE 18" FROM THE CEILING TO TOP OF EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE INSTALLATIONS, 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVER(S) OR LIGHT ENGINE(S) AS REQUIRED FOR LED SOURCES SPECIFIED TO BE CONTROLLED VIA A 0-1 OV SIGNAL FROM THE ALOS, DAYLIGHT HARVESTING PHOTOSENSORS, THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS 10. REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM (ALCS) - TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR DETAILED LIGHTING CONTROL REQUIREMENTS. 11, ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF STAINLESS STEEL ANDIOR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION, PAINTED FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TEST. KEYED LIGHTING NOTES Q: 2 TYPE URSATO WRAP DOWN WALL TTYP. OF ALL LOCATIONS SHOWN CONFIRM ALL LENGTHS WITH ARCHITECTURAL ELEVATIONS. TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2/E-0.02A FOR ADDITIONAL INFORMATION REGARDING SENSOR/SWITCH OPERATIONAL MODES AS WELL AS ANY TIME SCHEDULE CONSTRAINTS INCLUDED AS A BASIS FOR THE DESIGN ITYP�CAL CLASSROOM SWITCH OPERATION REFER TO DETAIL 31E-0.02A FOR ADDITIONAL INFORMATION. TYP CAL MASTER SWITCH STATION REFER TO DETAIL 41E-0.02A FOR ADDITIONAL INFORMATION. TYPICAL OFFICE/CONFERENCE ROOM OPERATION REFER TO DETAIL 6/E-0.02A FOR ADDITIONAL INFORMATION. TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 7/E-0.02A FOR ADDITIONAL INFORMATION. ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRGUITED TO PANEL "EUPID" CIRCUIT7'. - , , 1� 9 Z2�, 1 �m - 7 - . � V11 , - A GARCIA GALUSKA DESOUSA CONSULTING ENGINEERS INC. 375 Faunce Corner Road - Suite D, Dartmouth, MA 02747-1258 508-998-5700 FAX 508 - 998 - 0863 E - MAIL afo@g - It � d. eom Y PLAN - PERKINS- EASTMAN 20 Ash urlon Place, Floor 8 Boston, MA 02108 T. -1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01 760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRAT" ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA G1 741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71 011 - - - DRAWING TITLE: FIRST FLOOR PLAN - PART D - LIGHTING SCALE: As indicated EalmlID � APRIL 1, 2021 1 �~1 � �) �__, I A q K1\ 1 � �—, \\ �% _ 7 ,— — ':,;: 1-- i j I """' I�7A �"___6 ) -��­�'.. 1, 41 1,i\r t} I1 11 i',i, V �� ui �`'�', � `i 1 r $1 y I1 ` t �111 I ` �I l i`�, A't, N`�INpttj ii ' yi 1� :I;N;1 i C�i, .4P 1. 11�, d, ` � \�ll I . 11 ..._,_, 1 SECOND FLOOR PLAN - PART A - AUDITORIUM / CAFETORIUM - LIGHTING -t 12 SCALE: 1/8" = T-O" AV1d (A` ; z \ AUDITORIUM WALL LIGHTING STAGE RIGHT 1.12 SCALE: 1 /8" = V-0" i 0 11. NO. DATE REVISION \, GENERAL LIGHTING NOTES: -'�, \� T 1. EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. / t 3 } ` SWITCHES, DIMMERS, " 2. WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, =' C` ' \ l \ ffN SENSORS, POWER PACKS, RELAYS, AND OTHER AUXILIARY DEVICES. WIRING AND CONDUIT OR MC CABLE IS SHOWN ON I _ _.--- }--'- 4. �� ,_ DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A ` ' �, - rt. . l COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. �..^ "'" r 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98°! CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/THHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 4, UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE t 'y, SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. { 5. METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. 1 ', PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO MATCH SURROUNDING FINISH WITH EQUAL TYPE PRODUCT(S). 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE 'r .L t MANUFACTURER'S RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL _ SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. E.C. SHALL PROVIDE THE SENSOR VENDOR(S) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS 1;'I 1. OF EACH SPACE. 8. INDIRECT AND DIRECT/INDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM ?,�,'; CLEARANCE 18" FROM THE CEILING TO TOP OF EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION LL a , . SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE F 1 t INSTALLATIONS. 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVER(S) OR LIGHT ENGINES) AS REQUIRED FOR LED �.` TO LEVEL j i SOURCES SPECIFIED TO BE CONTROLLED VIA A 0-10V SIGNAL FROM THE ALCS, DAYLIGHT HARVESTING PIOTOSENSORS, )R LIGHTING I THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS ' N THIS AREA1. 10. REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM (ALCS) -TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR - DETAILED LIGHTING CONTROL REQUIREMENTS. 11. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF GARC IA GALU SKA DESO U SA ti. `', STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED CONSULTING ENGINEERS INC. FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TEST. 375 Faunce Corner Road- Suite D, Dartmouth, MA 02747 - 1258 50e-99e-5700 FAX 508-998-0683 E-MAIL ino@g-g-d com '; KEYED LIGHTING NOTES (Q.- ''t 1Q TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2IE-0.02A FOR ADDITIONAL INFORMATION 1 REGARDING SENSORISWITCH OPERATIONAL MODES AS WELL AS ANY TIME SCHEDULE CONSTRAINTS ?.., i INCLUDED AS A BASIS FOR THE DESIGN. �-- yr` ti: ^ � , ,' , ,, g n _- ,: 1. 1 ai # E r...V NE 0 ,. P-sir s:,.....:.1 i g .r _ ,v.__. _ r GZ LPS -� ...a. ,..., "_ .�_ _L_.n.-_ .E02 a _w.. _L PCB _ L �_ L�.PC2,n. ,_„ _ _ 1. ® I ® ® ® L, � :. a _ t - �DIMMIN LPS R _ _ ,. ..-- _ _A. �,. M. 1a__1 - _: :: " - : . 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I -.._ ; : w:,.: '; a „f �-.: , q t: � _ _ ..LPSa,.., , -, .",_ ., I fi dt LPS`a a r 1 bekk :i , " k =_v ,. - .:,:, .. : 1 „r : c ate. x .6 .LPS �. ,,.,,- I «,.a,t .<~ « .,, v=, -,'p, , ,_ yV. ( 1 LPSj ! .4.<;.. ,K,. ! : .,,.:,. ,., , ., f «..: - , a r'Y.: i i 14d : I . s i ,.,, <, ,.n ,.<3, i 1 : „ye x ..a, a: s �' ,� s7 1 7r ,.;,1 t T: a 1,i t s. �, ,,. r, LPS aLt. 15d , f ,,, - -.1 :i 4 f �.,,: I I , i 1 , ky 's,.. ,, .; ,, , , t tl „ '�_. k _v, ,>;« .,:;/ % .Fr,< I a :t it t 1 LPS 1s., _,�,v,, . , �. P L F .M : ,, .1 �G2 _--{ ® � tl � '1 15c LPS i w � .: _..._.., l ® I O I 0� 0 : 1 ® , i 11 LPS 1i fit— i 1 Y 1-,b ( ,; R 1,t, 11 __ q 4, to _, t< <, I _a 1 § =.r. ..i, ffi .sa 4 ' t.,. L T.. PG1 1 }} , ,. I I LPS _,, . - _ 1 M ^_ -.> 4 i r ': } G n L j.,.$ Tr., 5a s .. . L _ t - _� 3 r: t„,-,..., s i„:. W .. _— LPS 1 i , r,,, ! ,:y.v. ' ,.,rim: & . ,.+.,'. 1 ".# 7 1 ;,, ems.,.., : , .;e., .., ....3 ,+ : @ „r..c, ) s., .:; _ 1i li 6 # I LPS 4 li=, , 1 n P r .,.,,r,. , ...... 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LPS , ,. ,.,._ K-, ,.,, r, rr. t % are w PCz : w. ..�.w.�.�.._._..:� ��-....�.,,,.-.�_:.:.-.;F� .�.�� � � .:_�,,�,wr_ t,, i Lss r. 1 1aa ' j t3d VIA EMERGENCY VIA HOUSE 0 0 ',lEs 8 101 v W , i, i a 't 1 "_ t _. _ - ww --, ...ram _n_�-. €€+t t1 z- . P5h : ,,, 6tr -, tt.y , T 9,, , �a „ .._�. ..1aRAGE ,1sa:a.v,11.,- - , � .: ..yj. ,. „,,.,�,,.�, F..... „ 6h LIGHTING TRANSFER 1G1iT1 1C s ,.., , , , 1 3 • 1 1 _,€ , ., I I t ,.k T SWITCH ^ �l: ««_,., , _.....,, t + 3 ., .e.. 'a 1,F::. -i 1 ,,_-. t, .:,». ,,._, .,: 4 1.t r€.. r,,.1 I, ::::. - <. r:.. fn„a ,b : C,.,- ! ,-wv� : tt a 5<, t F n 1.:.�: l ,. a ". p y 1 ,.. b ",. 1. m. -,., y ,. ..,. : >:;s ,a `xr �. ...:.., .1� a.^�&"i sa sy^,: ,. .F,-„wa ..."� r::�. ................ ... x-r. �...-. -`�':. 1 F«<, x_ 6 ,. i W., 12a :.. 1- «.r.. - a . , ,fir.. , , ,., ,_,.•, <, t . i t., e. , ,- _ <.: „ ,+:`v# _.,.. ::._---^-`-"..''" ,± ,: 12br. ,,-.. �, I, f',x _...«.��„«.,. _. ^I `?2.m,_. �..-� : 1.., .,� ) tx.-.,� -,t_., ..... ...�,t..a_H._.-,-- 1 , r, .. � « _ti-.ems: �`,>yn�;<_�rz5�5'-'� --- - -�-- -.r.,. -,-.-.__._ ...t_..,. :.�'�'T .---,...._ ... .�..:�:,..--^""...�-�-r^".�"' - .... .. � "'11 :1�1 _„ ROOF DECK_ Icy - 8 318" MAIN ROOF � +54'-1033W°-' WING ROOF _,- +50' - 0 318" ^ND FLOOR ,^ 41' - 6 3/8° i 1RST FLOOR r tea 3/s3' 1., C 11 REFER TO SHEET E-1.12A FOR LIGHTING AYOUTS IN THIS ARE/ ­.�:., .. �......�.d:.1 I I ­ �. .. I �. I ��.11.1 1%,.: "I I I.." I I-- .. %_Iq.� ... ::,......%.:."I: - .... .. ... � ....... I'�,,�,.�,.� - I %�� � I .... . .. - ­ - � _; _ SEAL � :Y PLAN PERKINS - EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS•YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville; MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327E Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR PLAN - PART A LIGHTING SCALE: As indicated Eml A 2A CONFORMED ISSUE APRIL 1, 2021 1 NO. DATE REVISION i �-­­ GENERAL LIGHTING NOTES: I � � � I 1\ i I I I I ; 11 ------� H- �f i I i i I I i I - LA S, i i I I � I � -"- ­ - 1 . EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL P N � � i � � I � I I i i i� I )� I � I� ­ -4---- "�f'�4�� ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. . i � : k i � � f ; � I - - t --- I i I I I � i ----- '� , / i i : � i � � J1, --- -, ­ -� � , I I � I I --- � - 2, WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, �, I; i � I I 11 I I ; � I ----- -- i 1, � --- -- --- lj�Rj C " SENSORS, POWER PACKS, RELAYS, AND OTHER AUXILIARY DEVICES. WIRING AND CONDUIT OR MC CABLE IS SHOWN ON I I k . � 1 1 i --- - I I I i � . 1 GN - � � -- 1 --- ­-, � 'Al INE - i ilep ww� / � i . 1101 - --- -­ I 'AA'Tc� V,� fow DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A � � I I � � --� I --- 000600 I I I I � I � ', � -�- I------- i ­­-- �- il I togowl - R" COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. I - I � I ------,, I - I I � , I I --k - ­,Ru - Vm : "It �/ � i � i i I I , � t ­­ -- 1 ,,------- � *00' --,% NE I . � � ­ 11 I !A, I Q, I I i � t I -- � ---! ,ago ovilile, 1 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/7HHN , � il 1; I I t I I I , a /,- � , / I \-- wc,il, � I I � ....... ;� I I �-:A � , � ... -.1'..­­ ­­w I - ­ .1 -, ,�, , - ­­ :',':t­ -�,:tl'.': 1. .. ..,.,.., 1':.­.1F",:" , ... , -- I � --��-" ol� ,­ -__,,,­----� 5 i­ ­0 V,5A / I INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. Z4.'- 1:.�::,:­:, . I ... I.- .......... t." .. �,, ..:::: ... � - 11 "."�.:�::::,,:::-,'�.,.":..!.:�:�::::::��: :*.::,.��;,'�,:,�,�:�,�-::.�..'� J - �z��:�� � 01 - - , , , -i;� - , , .. '' ­­ , ­ ­­ * 1,�.., - � -� -I,a- - ,,, �- - I I I ic-2Z � , � � ..... ­­­­­.��- ­1 ­­­ � ...'11­1111 ..... . I �, - - , , ­.w.� -.: :,:::" . _:il�`�� ... :".�...i:,��.­ .� - i�ri 771-'. ,,,I L GOP � 4. UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE , - �4-.`.Ii-' � , --.I...'. '� .... , .. ....... ... :::,I­:� ..... t.].:�t­,:�:��:.,::-� � :�,.,!:..��,�..:::::.:�,,��":,:,:::-.,::.",::�,�:�:,�,�:::: t:: ..... �K ��- ::,�*:'::'�:::!,..,:::].::,::..�-:::.����% ­ �,:.: ..... �4�it - J� M- i*� Wel-W ,,c2' / I ..... . ., �;e,�-w,,­ ... � ...... ­­%,..V1-­­ ... ., � 0004- .�.� ... �.,-,%!",,I�.:�"Z".,.::,�:.�-��:.�.. � .1, 4� ­�� .,i,:�:.:�:.� ........ :.!, if�-­,-,,�: � �� :Il I ,::::":: :. 2­�. ,:::: i:�=::: ,­: ... �-IL tl­q ...... t- - ... -.1.-I.111-1-1.1. I -it, - � j- � ­ - � .. ut. ­ .� 'i .... 1.1'.. ­.� ....... I.- - -.:::",�.- " .­�ii­- - 11 ...... . ....... � . 111-11 - - I 1-1.1-I.-Itmo4 ..... ; .... I ....... .. � ..... .... "..;::::::::,�",:::�.,::�.:::!:��:�,�,�.,::�::��'�� .................... .. ­,�­­. I ... - . ..... ip� . .............. � .. ... ­ .- '.'� " ­­.i, i..­ - , , - - i '....", . ...... � ...... ., ................ i­..��:,W­11`1` - -,:..: .... .:­�-,4�,:­��',',�,� *�­ , :::'­:,:: ,,�::�, I ;��7:� - ------ rg�A*�� - : ... ........ . ­ - ... ...... ,��6 .��,,���,.-.-�'.��-,-,�,'.,��,�,�.�,�..":�: ..... �,�l.."%-"����.�,��.,�.%.�l,.:...-,..,.,..'I ..... - ... ; -,..-�..-...�'-"'��p.7...,�-..,��:-:,7-,��:� -,, , ,:­: .� ..'�­.­.'�' .­�...'...%­ . , , %�� ­­- , :� . , ... .rJ71;. - � -­�.'-' . .......... - -� ... ,,I., , -­-� ---�.�-- �� a , ­­. ­.i� ..... � - ­ 1111 -- ,� �* I I � --- �� ........ � ... ­.t� .............. . o ic,12o��,��-:-:: 1.1p: 13m..::r: ....... � ,.�.�.-,�� .... ! .... *�-, � , ,-.,-,.I ­.'­ - ... ­­­ ...... , .... ­­ .... . - , , * ", ... I 11-11 I—- .. ......... ­.. .. I ;­ , " � � - - SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. . . I I � I I... I � � I , . � ... � ..... ­­­ ­­�.­i�'. 1­-,:,%­ ­ - , 't �, ­ - ­q.��­.­�� .:: ... .... � , ­t ........ ��. - ­­­ .... W � . - �, � � � � ';t�.-.,, ,, ­�,� .... �,­ - ..,...::� � , , e:- I ,,�,�",;�-;�,�.:��--,'�.-���-:"?": ,­ ..... ­­� --::-'I::: ,, :.� ­�,;-­, :i�: .' , ­­� . � I ­­ saw � =��, , � " �q,:� - , ... .. ��­. �.". ­ - ... l�, - -A-1-1-- ........ - , - � 09k ��zV, �:­;*.� , . , ,: .. , 5, METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. '. '. �,-,­- , - �, ..�­, "�:::::",.:]� :!'t---, ,­­:-:�,' .. � � t �.. -- j �,,,;,.. �' .-, � ........... A. ;mi� ... lt-7- .. . ... , �,.",­., � ��,,­'�":.. :. :: ;­­�,�.�iff: ,,..:­:,:: ... t�.- , , ,� , - ­b, ­., -,.� ., � � ­ Now - \ I �-­- ) , I ­ , � � - � 'i­ � : -, : `�: -�.'� � ff:::*`I .::: ":�: , ­ , � �.7 : .."!, ','� ... ". - ,:, -..��._,,�,�.:�-��,��-,--,'.,�,�IM'---z���,,--, .." , , , .... �. `�� , - ." '� :: �, . -� 1. . .�­�;�� .. '... .. ­.�, .,-.�. '.... ­ ­�� ­­.. ­ . � ,.".." � ,­:�-Ix, ,�,i� .�� ��:,. � ­ � .... ...... . �:,,:-*, ,1� I ...... ... . � .......... � ... -, ­ ­ tli �"'-:?':-. "": .�".�, � � I - I I I �, :1 "­��",:�..". � . , ..... .�. 'i f -L��xW4�V I � �, �, , , , . f�: -,:: �..:� ? . , ­!,:. :ip:q: Y: pq , I ­� ., ,:, ."�� , ­ ,000 40100 60I / - - ---- -- � .­,t,�,�j,, .7� �. .. I � . . - �­ .� , , �.,... :..""... 11.1z. ­,� ­� � .... 1, ­4�� � - �'11�. ,.. - : :: - � 1�, -id ­i � ", i:: . ..... ��:!.# I I 4 ... - - I ­�,-.-�-�­.,U:,il �!4­�,;. , 4­ . "� V'. -­�, ": � , .:.�­­t- , - , - :t ,,': ­� ... :,:� .... �, y ,, - , ,� I , ...­ I . , - ... - - I . ��'.."�.� ..... � ­­ . ... ........ 111- ­.1­­.­­­­1�­.­1, � , Cz U,�i - ---1­i,:--­ - � 1��...­.'�'. ", ,� �, ...... �'. I � ��'. I ... , - � � .. ....... - ­­ - ­ ­:­"..:­i:­­ .. ...... ­­ ­­ .. .... ­­'­­­­ -­­­ ­­ ... � , . PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING �' - �­H,:,.�.,,.­ %:.� � - -. - , - I ": , . , I � ....... ­�', ­ ... � ..� -4 I I -,�--,�:,�": ��_:,-Z� � ,� ­. , ; .. ...... , . .. - .. ...... ., ­ ­.. ­­. �. t -- 11 .. - - �- ��a�-,-��,il,i:--,�i,�,-,�� �,,�­­ .. .... ­­. .I�­`k.. ...... I �:­ ­.�,,.i,,��..:'�'.+ . ....... �,v ­­ ­:7��;,;� i - . . � ........ .. :­­�, �, . ­ ... . ... ­'....�,­­ - ­-, '�:�:�ir=:,T� - -�,�­­ .... � ...... � -:1-i'­ :­­ - ... X. �.­..4 ... ,�-- �.-z ... �..­, � -- , ­- ­, �­.,.,�,­4ii��--. ,vm lwli­`O,,� , 9) il,� " I � � ���-.�l--'���ll,�",.:��..,!.%'. - -- � 1- ,,��,:� - 9, ­-*,��.&,-'.'I, -,�:, - - - � " ,�. �--­-.,.�, -io ---,,, ­. - - - -- �­�:::::::.*,: " � , , ­ . , ." ::� .%­�� ..... � ...... . . ­ .­ 90,110 400 ,--; -11 I ! � . , - , , ki�, I " -1"-�'�,�,���1;1-��",'-,P.�;.,�,,.-.,�.. i�- -14 tow 7 �, , 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO a­'.:,:.�.:!::�:� :-::.!,::.. T.� , ­.,�­­ , , � . . ��,,� �',.:::::::::.l, 11 -, '61 , AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. . ,.. : E::o:t::��:,,,�'�: :�:",��::�::::,�:::::::.::*�.:�.",::. �..,'�­]`,.��:.,.:�: ,� .. ,­L. " . '. , 0 SHEET E 1.12 . ", , . - ; (I '-­­� .��---�, .: .:: �, It- 4i, ­,': ..... , � .... � ....... - ­­­­ ...... ­4 ��-�y.� , R LIGH C ,.",:k�'. 1\ I ��­, �� v -., �,1: 5. ­1 I .......'. ,.:: , , ­:. �i1t . . ........ ­1 . . ..... . , ... .- A.-. � .,w�,.".,.:"r,..I"t..'�-��t.�.��.�,.-, :': - :��Z,­`::,� - ­ .... 4 .... � ", � , 1, - `�'i:-,"�--,*�,�- '�`,o'y;,'��- ,- � 4 - 1%, --�i- - ` -� .... j ..... q ,la �­.-..� I ."... ` ` , '-�'�'-;��;��t��ii::�:�:�,- -.�--. I ..... ­,­­­ ....... ­.- -Y l'..., , ­ , " - , � ... t.,.... ..:�::�4i W�i­':] FO O­­ ­.;:."­�. - - � �c. ,,,,�,­ /I � I -:,� ,,, , . .,:��ne ii. M �4 .::.Z11.l::Q 11-­W. , ­K , �,­�. ­ :::: -,-I-,------- � MATCH SURROUNDING FINISH WITH EQUAL TYPE PRODUCT(S). 'T -,� ..." . � "..".­­ .... ­..." - � ....... ­­-­ ' ' - I � -1-11 .... � -11. - I ­, ---- - ; , , . � � . I . . - � . . . . . . . . I - � I . . . . . T� t , 11 �tio,,, . . .� ­ , � . . . . . . . . . , 7 , '. ---- � . . . . . . ­ i. � ��� �.� . . . I . . . I �! ,, , , .1, . . . - . I'- 11 . . . I . . . I 11, � . . . . . . . � . � - � . -;, , ��-,-.� . �., , ��,'��­ ` ­ . ::,. I -: : . . t I o­j­-­.�. -, � . . . � , . I � ,;,�*�­­-; -1, -1� , I : : x : � ,t. ­ � - ' �: ��,:, -� . -­ , , � lz . - �­ - �, l;-�.­'.' IN TI , I I - - , > I -:-,..­.i ... � ..... � ..... U 11,11, ,�I."..-.:...��,��,.����'..."...,.'I � 1 ,,,�l"�'.,'���t,:���,,,'."�-.�..�-,.I = I -.-- ­ I � ".''. - :; tl: - - - � ,c18) ,­ I.. ­-t-11-15 ....... 1-1. I , � : ... .�I..�.:,�;.­­­.tll .... ; ­�,.�1111'.­�M .... ... �­�� - -- I 4- ..... � ... � .... .. � ...... 1, ­,: ­­.­­ " - . I --"- - I .1. ­­­� 11, - 11 -- i -.�..-ii;­,. ­­�.­­ .. .... .0. . ........ � ...... -P.-.-t ..... ; - ..... . ... � ... � .I.�.:.­p .... ­t -, , ., 1�:',`.I� -�, `-, �i:�'.,-. "M !:;"I2 1�- � MANUFACTURERS RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE, ED, SHALL PROVIDE A CEILING PLAN LOCATING ALL � ­11 1. - ­ . :. ­ X - , , 11 ­ " . ­ . ­... �. .. � g�� M =- - - --- ",- -;�: ,;::.*.! ': ...... I.: ... ... ii,� .;��­l� � :­.......14.11­ .... : .: ,.: �: � �. 1., - , 1.­­­1. V i I � ti��,�-,:� :. 6, .. ....... . �� ­ ­ I 11, :-A... 000 ,,.To fisw I'� i 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE ,�i�� :�-t;�-;�-,;��-��, ­ * 4 "..': � �:. , 'i�. .. �j�­', ,�­�� --.. � - '�: 1.1­1 ........ . I .17�7"... PEP::�� 11 '11-­-, . ...... , . � ... � , . 1 �7g :�.�:��: ,, �. .'t,:::::�:'. : . .'l. �, � ., .: � *;*;­ - n�-� - R - � - ........... � . %�,�.-�­,'��­��Z.�.­--� � ­ ,. , , " - " � '­ - �,­­ - , I i ­1 , ­i, - - �­;�­'�-'­=­ . . . - - ,-� ­-� INTEGIRAIED RADIAN' PANEL AND : ... �. ­­ ­­V­� .... - ­ ". .M �­,, ­,­­ 0 A , � � �, .� .­:� ,.� ­ �:..i­:�:­:­..'�:!:, .:::::I::: ..", - � .... .. i­­ , ` "i- i5 Vt., ... tow, goo tai;0,1011* 1 .... .. , zo­` ­1&1;.y4'---�,.y.'­ �� I � ... ': : : ��:::: :,, : r, , .... ­ I-P..". I �111 I SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. ­­ I I , t .. " . ­. . .11­ ­ ..t­­ ..... . ­1 ... � ...... . - . -.11 ... I.. ..,. ',�,.,'�...�,;i� , . - - ­---­-­-- 0� MW 000 . � .:, i:.:z. , , .. .., �. ,`Fq - ­q­­ -��,.� � ,,5.`,.i: 1. `=-", . '. ��..:.:.,.... 'i�:��" .... � ... �.. :.x ., , - - � ,, '� LIGHTSHE LVES BELOW (SHOVON'AS - � : �, :, oz­,:, � / 3�' , , , , , � . - R� '.." ��K -, .. .......... � ....... � . ,..'�.",�'....,... 11 awss, ",­-, I I I E.C, SHALL PROVIDE THE SENSOR VENDOR(S) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS .: �.% ,�ff,�:�� ,. , , : : , - "� '�'ii.��:,.-�'�, -,�­ - - -- ­- saw �, " I _ I I � .;,:: " ­:'� �`,,::,� , :: , :.",,'�,",`, .- � , .�.',;:: �:`. �i ",:: ,2 ,ff,�, ,'�",-,. `- � - , ��,.�-.--����i�,,�,W..,.,:�,,���,,-�� iu:,�,'� l:��:,::��`,�,e�.:--,� - - --- . , � - -- �g, �..., I ­­­­., ....... : " ... ­ - --- , I ­ . ­­ . i �1'11�11.,.:"��..,...'11 aw doff* I � ---- --­­---- ­ /DASHED LINE) IN SOUTH FACING OF EACH SPACE. 11.1.1,.......;. .­,;�,�.­.i.... I.. ,��%,�­­. ... � - � - ­ I '­ ............. � ... �-.'� ­�:`, , ":,-:,"�. ';.,Z::::",�:'�,�- .� I i �, � ....... z:.: ti,.", i -1.", ­1. ��- ... . f 1\\ I—- ­.1-7.== l," CLASSROOMS ONLY (23 0000,19) .. .. . ...... L .3 ,:,�..2�,,-,,, - .�',�-�-.,.--.'.�.'..,�,,-�,�",�,,.�� �- , - � , ..:,:::�, , .. ­��.­.,­­­ 'I. :�,­::�,.,."�!� �,��-�­`:v`�,��.��'.,' - ­ - 'Cl -, , I �� .. - -1 , 4�) -- --- ,-I � i­ ­­ ....... ­­ , � #� dow H, � - - -1 , -�:tI � , �Iitl�-�,` li­­ - , F4aw ­ - -1000 , I -= -- 8. INDIRECT AND DIRECTIINDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM !.:I - -.',­�­ - .. - .-�5 -��j ., , i - ll - - � ". . " , --- -1 - I am-8, *RY ic13) ,, ,� I I I ­:: il��:­,,­�:7 - ". .. -.1... 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I 1. a�E�­ � I R8 - -1 Ii, � I I INSTALLATIONS. � I:�,,.�,.l::. � I I �,,: I �9� ,ego awo I P ­ -- ---- ­ ­­- , , * ... � , I ­ `� I, ,�c 1 2`1 ==M = I I 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVERSI OR LIGHT ENI AS REQUIRED FOR LED ­ - " � - - - ) :� 72�:,,­ ", - , 19I -- -- I 11. . , r...-� � " - i ", / - - -- 72t -----, .i��:� , I.i �r 11 "I'll - , � 1�� � . . . . . . . . . . . ­�:.,.i. , ��,'� � - ,,�.� . � . . . :, 1. '-I.%:- , . . , 11 --- - '01M "arm , IN 1�� , /, it -.1, '­A­�,.i .. - " - - � _ &� SOURCES SPECIFIED TO BE CONTROLLED VIA A 0-10V SIGNAL FROM THE ALCS, DAYLIGHT HARVESTING PHOTOSENSORS, I.. - --. .111.�'. .. � _ ____ I'll, �­­­ . �, ..... ­ I_--- - - - - �.;��. I... ­:--:�:,.�,��:�,:��: ..-a,.: ...... I ­­­­ i,j ". -- ,. I- . - --- � 00-0 7----� - - - , I ... I—- " -­ - -­­ 11 THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS ­­­ .... -:"­;,, LA KElk ....., . � ,�, , - - , I I,: -.,,,�.,�:�-­­., -1 I ; '00,000 t 7 �� 11 ­­=­' - � , ­ - - ---- ­=,---�---v� --� , I I ,pow ��­ " I � I .------------- I �­,/ 10. REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM ALCS) - TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR i I— ��: - � � i I—— ... ­­­­ -- - ---- I �, -�;;ai­ � I e-9 � I 1 j DETAILED LIGHTING CONTROL REQUIREMENTS. I - , --- -- , � , OWOOO , I, " . --- - -- - -, ,��-,,%f ­2 I I I - _-_-_-� ... =--=:: I I � Wif .. - -­ ­ --- I,- I/ I ­ � - ----- -- --- : I 1. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF - , --- , - - -­ ---------),-- -- I ­ -- - -, E jil il ---­ - -- - 1/1 1� i I ---- I---- ­­­­­ I � ­ I -4�11I . I- Z�l i -�l, � iL I STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED ­ - I - , � : -----------f-------- -� -- I 11 - - -- - 1�� i I ­­---­­-1-­-­-- ­ . --:-�;­­= � 1 M , 8 � ; 1 � FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TEST, i - =-­ � C, i - ----' '--- I I � . -,-----,, +­-------- I , 1, i ;RlY- =-'.Ii , , � i awo 000 � I ­­ - 1 / i � � 000 I 1 ­­-j- � 1­1 � I - t , "", . � - -- I xW ... - � 1 ��- ! 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I , � - ; ---------­­--- - � ...-. - f H I ---- - -- -- ---- 7 1 ,­-------�� , � - - -,--- -, -1 I I I ­­ - ------�­: .8" JRx­­­­,---­­-, =-­­ -- ------- � --- - � j 1d: I 11 , P, - , 1, "I Q 11 TYR CAL MASTER SWITCH STATION REFER TO DETAIL 41E-0.02A FOR ADDITIONAL INFORMATION. WI----- -- ----, J� '�­ --�� 11, : ­ ­ 4 ; � �, 777=7M : I '(D � I TOUCH SCREEN OPERATION STATION FOR CONTROL OF CAFETERIA REFER TO DETAIL 5/E-0.02A FOR = �� -- 1^ A ----.-, - --,--- - A I i § - ­ ­ , - -I----- - --- li , It" -- :--- - - I I � � -= =�: - ­.- - , � I -- -- -: IV /2\ - --- ­­­- 'i ; 9 I o. ­­ � D � -- � ------- - i ADDITIONAL INFORMATION. -- -=-=- -­ � - 1! - � I : i Q TYPICAL OFFICEICONFERENCE ROOM OPERATION REFER TO DETAIL 61E-0.02A FOR ADDITIONAL :Z­, -- ---- i I �::I=--- 11 1 I ul 2 uj I - , I � INFORMATION. = I �w -­­­ --- it, ­` -1� � : 11 I � - - ----- Z­­ - -- I ------ -- � �­i I I i, � ---_---- =--I----------- f TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 71E-0.02A FOR ADDITIONAL INFORMATION. I— - , I I ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRCUITED TO PANEL "ELPIT CIRCUIT "27". 0 ­­­:-­�­ � = I I �---t7 ---- --- 1, �, --y � I ,- : 11-1 ­ - - ­­ - - ­­ I , 8 U I - - - 1"j, i I I./ 'I i -, ­ ­ -- --- -- i t� !;E ­­---­­ - I ; - - - 7 ! 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I ; � ' 4A,1�1), :�N14 Al�, �6 A24) I i B 1B,\j- -P � 820" (B 2 1 " I `/1 /� ,-\, , - , , \1 ­1 I (8 2 2.'� � 'Ma, ,( i� 4W, I , \­ I/ , I �\ ) `� c � --, ,�2�) "\---,--/ ,,,__,/ \�­ �, , \ , _71,­­/ 1­­11 11'1�-, _ 117 \�----/ � ,�--­, ---'<-­,� ----/ ,�­�/ � ----/ -­­ - I . . . , )- I & ,-, , - 1�--- I ati, ( � 11115 1 1 - <� 1 �4 7 1 7 , d ua. - -- 1-1= , ­­ 1­ --- ­ �� = - �= F-­ r�`t� ­5 z , � I �-- z I � ;� :-: 1 ,- �Z, S, ­� 11 � - 4.� ­11" I ,F� - I -- - - ­ �,- - � I - . �E7 GARCIA GALLISKA DESOUSA CONSULTING ENGINEERS INC. 375 Faunce Corner Road � Suite D, Dartmouth, MA 02747-1258 508 - 998 - 5700 FAX 508 - 998 - 08113 E - MAIL idf.@g - g - d, no. " �A 0i 1,14- if�p in 10 vv�R��� SEAL D C �1411 'in""' - - ­f, -,­Z -A"ARE"', A ­1 1`1��", -�-`1413i 14", , ,a V 5,"�'. `� I " ­� "I � 11 ­ - KEY PLAN PERKINS EASTMAN 20 Ashburton Platim, Floor 8 Boston , MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01 760 Landscape: TRAVERSE LANDSCAPE 1 50 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO, 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MIA 02747 Plumbing I Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01 801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: RI SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01 776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: S N 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR PLAN - PART B - LIGHTING SCALE: As indicated EmlI.12B CONFORMED ISSUE APRIL 1, 2021 -„�.,..•..�.�.._�.a--+�-�, .,,,fir _ ;� �a F,. NO. DATE REVISION 2 02/1212021 Addendum 2 GENERAL LIGHTING NOTES: 3 02/16/2021 Addednum 3 1. EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. 2. WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, SENSORS, POWER PACKS, RELAYS, AND OTHER AUXILIARY DEVICES, WIRING AND CONDUIT OR MC CABLE IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/THHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 4. UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. 5. METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO MATCH SURROUNDING FINISH WITH EQUAL TYPE PRODUCT(S). 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. E.C. SHALL PROVIDE THE SENSOR VENDOR(S) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS OF EACH SPACE. 8. INDIRECT AND DIRECT/INDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM CLEARANCE IT FROM THE CEILING TO TOP OF EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE INSTALLATIONS. 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVER(S) OR LIGHT ENGINE(S) AS REQUIRED FOR LED e SOURCES SPECIFIED TO BE CONTROLLED VIA A 0-10V SIGNAL FROM THE ALCS, DAYLIGHT HARVESTING PHOTOSENSORS, _ .__ 1 ,... THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS - e, 2b - . 1 Z�,• -_\ = - 10. REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM (ALCS) -TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR K _ TA LIGHTING CONTROL REQUIREMENTS. I ,t DETAILED LIG TI G CON 0 REQU MEN S r LRg " g V J } , g l-_ 11. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF , + yy LP12 Q ` . _.. r ; GARCIA GALUSKA DESOUSA \ / ' " t ° " t i + 7b STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED J e ' 1 CONSULTING ENGINEERS INC. I 5 LP ~ FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TESL 375 Faunce Corner Road - Suite D, Dartmouth, MA 02747 -1258 508-998-5700 FAX 508-998-0883 E - MAIL info@g -g -d. com 4 I 8bj t' KEYED LIGHTING NOTES O �V TYPE LRSA TO WRAP DOWN WALL 3' TYP. OF r zi ALL LOCATIONS SHOWN CONFIRM ALL LENGTHS WITH ARCHITECTURAL ELEVATIONS, l i Q I _ _ ,. � , : � �, .. ®TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2/E-0.02A FOR ADDITIONAL INFORMATION REGARDING SENSOR/SWITCH �� I � (R t _- �� � I; � I I � � Lp12 � » � I o,, i OPERATIONAL MODES AS WELL AS ANY TIME SCHEDULE CONSTRAINTS INCLUDED AS A BASIS FOR THE DESIGN . k II .._ - y\ i.7 � � / `,.pif , # 1.- ,., � � § � I I z riy F, . << t'° d/ ,b,C, _ .r! TYPICAL CLASSROOM SWITCH OPERATION REFER TO DETAIL 3/E-0.02A FOR ADDITIONAL INFORMATION. �., LP12 TYPICAL MASTER SWITCH STATION REFER TO DETAIL 4/E-0.02A FOR ADDITIONAL INFORMATION. ' +�; - - + +; , x_ `ti_.-'� I.• ,t Ili `K I TYPICAL OFFICE/CONFERENCE ROOM OPERATION REFER TO DETAIL 6/E-0.02A FOR ADDITIONAL INFORMATION. - RS L TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 7/E-0.02A FOR ADDITIONAL INFORMATION. ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRCUITED TO PANEL "ELP2C" CIRCUIT "4" -1 129 SCALE: 1/8" = 1'-0" SEAL A B a� KEY PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 3317 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owners Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR PLAN - PART C - LIGHTING SCALE: As indicated Eml A 2C CONFORMED ISSUE APRIL 1, 2021 rg� � INTEGRATED RADIAN 1/ N t 5 '4 LIGHTS ELVES BELOW � N AS ___—�--- DASHED LINE) IN SOUTN G CLASSROOMS ONLY (23_0000.19) 1 SECOND FLOOF 1. 12P SCALE: 1/8" = V-0" ell N boo (2 eave- 'es 0i �n _ a GENERAL LIGHTING NOTES: 1. EXACT LOCATIONS OF ALL FIXTURES AND DEVICES SHALL BE FULLY COORDINATED WITH ARCHITECTURAL PLANS, ELEVATIONS, SECTIONS AND THE WORK OF OTHER TRADES PRIOR TO ROUGH -IN. 2. WIRING AND CONDUIT OR MC CABLE SHALL BE REQUIRED BETWEEN ALL LIGHTING FIXTURES, SWITCHES, DIMMERS, SENSORS, POWER PACKS; RELAYS, AND OTHER AUXILIARY DEVICES, WIRING AND CONDUIT OR MC CABLE IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT AND CONTROL WIRING SYSTEM BE INSTALLED. 3. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/THHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 4. UTILITIES SHALL NOT PENETRATE STAIR ENCLOSURES, ELEVATOR SHAFTS, AND MACHINE ROOMS EXCEPT WHERE SPECIFICALLY SERVING THAT STAIR OR ELEVATOR. 5. METAL ROOF DECKS SHALL NOT BE TAPPED FOR SUPPORT OF ANY LIGHTING FIXTURES OR ELECTRICAL EQUIPMENT. PROVIDE UNISTRUT OR OTHER SUPPLEMENTAL SUPPORT FITTINGS TO BE ATTACHED TO BUILDING STRUCTURAL FRAMING AS REQUIRED FOR SUPPORT OF ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT. 6. ALL EXPOSED CONDUITS, RACEWAYS, WIREWAYS, BOXES, FITTINGS AND SIMILAR COMPONENTS SHALL BE PAINTED TO MATCH SURROUNDING FINISH WITH EQUAL TYPE PRODUCTS). 7. ALL OCCUPANCY AND DAYLIGHT HARVESTING PHOTOSENSORS SHALL BE LOCATED IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH INDIVIDUAL SPACE. E.C. SHALL PROVIDE A CEILING PLAN LOCATING ALL SENSORS WHICH HAS BEEN FULLY COORDINATED WITH THE WORK OF OTHER TRADES FOR FINAL REVIEW AND APPROVAL. E.C. SHALL PROVIDE THE SENSOR VENDOR(S) WITH ALL INFORMATION REQUIRED TO FULLY UNDERSTAND THE CONDITIONS OF EACH SPACE. 8. INDIRECT AND DIRECT/INDIRECT FIXTURES SHALL BE SUSPENDED WITH AIRCRAFT CABLE TO PROVIDE A MINIMUM CLEARANCE 18" FROM THE CEILING TO TOP OF EACH FIXTURE. FIELD CONDITIONS REQUIRING A SHORTER SUSPENSION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO COMMENCING WITH FIXTURE INSTALLATIONS, 9. FIXTURES ON PLANS SHALL BE PROVIDED WITH 0-10V DIMMING DRIVER(S) OR LIGHT ENGINE(S) AS REQUIRED FOR LED SOURCES SPECIFIED TO BE CONTROLLED VIA A 0-10V SIGNAL FROM THE ALCS, DAYLIGHT HARVESTING PHOTOSENSORS, THEATRICAL DIMMING SYSTEM OR OTHER CONTROLS 10, REFER TO "AUTOMATED LIGHTING CONTROL SYSTEM (ALCS) - TYPICAL ONE LINE DIAGRAM" AND SPECIFICATIONS FOR DETAILED LIGHTING CONTROL REQUIREMENTS. 11. ALL EXTERIOR EQUIPMENT, FIXTURES, AND DEVICES SHALL BE RATED IP65 (MINIMUM) AND BE CONSTRUCTED OF STAINLESS STEEL AND/OR MARINE GRADE ALUMINUM SUITABLE FOR COASTAL ENVIRONMENT APPLICATION. PAINTED FINISHES SHALL HAVE PASSED A MINIMUM 5,000 HOUR SALT SPRAY TEST. KEYED LIGHTING NOTES O : 1D TYPE LRSA TO WRAP DOWN WALL T TYP. OF ALL LOCATIONS SHOWN CONFIRM ALL LENGTHS WITH ARCHITECTURAL ELEVATIONS. ® TYPICALLY REFER TO LIGHTING CONTROL MATRIX DETAIL 2/E-0.02A FOR ADDITIONAL INFORMATION REGARDING SENSOR/SWITCH OPERATIONAL MODES AS WELL AS ANY TIME SCHEDULE CONSTRAINTS INCLUDED AS A BASIS FOR THE DESIGN TYPICAL CLASSROOM SWITCH OPERATION REFER TO DETAIL 3/E-0 02A FOR ADDITIONAL INFORMATION. TYPICAL MASTER SWITCH STATION REFER TO DETAIL 4/E-0.02A FOR ADDITIONAL INFORMATION. TYPICAL OFFICE/CONFERENCE ROOM OPERATION REFER TO DETAIL 6/E-0A2A FOR ADDITIONAL INFORMATION. TYPICAL ZONE CONTROLLER OPERATION REFER TO DETAIL 7/E-0.02A FOR ADDITIONAL INFORMATION. ALL EXIT SIGNS SHOWN ON THIS PLAN TO BE CIRCUITED TO PANEL "ELP1D" CIRCUIT "9". NO. DATE REVISION 2 02/12/2021 Addendum 2 3 02/16/2021 Addednum 3 s GARCIA GALUSKA DESOUSA CONSULTING ENGINEERS INC. 375 Faunce Corner Road - Suite D, Dartmouth, MA 02747 - 1258 508-998-5700 FAX 508-998-0883 E - MAIL info@g -g -d. corn 1,�P�jH OF I,fgS,`yc DAVID M. y�N PEREIRA 40310 SEAL Y PLAN PERKINS-- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS•YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W.SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327E Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No; 71011 DRAWING TITLE: SECOND FLOOR PLAN - PART D - LIGHTING SCALE: As indicated Emlml2D CONFORMED ISSUE APRIL 1, 2021 NO. DATE REVISION GENERAL POWER NOTES: 1. COORDINATE EXACT LOCATION OF ALL DEVICES AND EQUIPMENT WITH ARCHITECT PRIOR TO INSTALLATION. 2. REFER TO MECHANICAL PLANS FOR ANY CHANGES AND FOR EXACT LOCATION OF ALL HVAC EQUIPMENT. 3. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. 4, WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. 5. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN; IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 6, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 980/o CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWNITHHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 7. REFER TO FIRE PROTECTION PLANS FOR ANY CHANGES AND FOR EXACT LOCATION OF ALL FLOW SWITCH. TAMPER SWITCH, ETC. 8. DO NOT PENETRATE STAIRS WITH ANY UTILITIES EXCEPT FOR UTILITIES SPECIFICALLY SERVING THAT STAIR. 9. WHERE CONDUITS AND/OR BOXES CANNOT BE FLUSH MOUNTED IN BUILDING PROVIDE A SYSTEM OF SURFACE METAL RACEWAYS AND BOXES IN ACCORDANCE WITH ARTICLE 386, EQUAL TO WIREMOLD FOR ALL FINISH SPACES WHERE PUBLIC HAS ACCESS, INCLUDING CORRIDORS, CLASSROOMS, OFFICES, ETC. 10. CONFIRM RATINGS & FINAL LOCATIONS OF EQUIPMENT WITH OWNER PRIOR TO ROUGHING. 11. ALL OUTLETS ON EXTERIOR WALLS WITH CASEWORK SHALL BE MOUNTED T ABOVE CASEWORK. CONFIRM HEIGHT OF CASEWORK WITH HVAC AND ARCHITECT PRIOR TO ROUGHING. 12, TYPICALLY PROVIDE GROUND FAULT INTERRUPTER TYPE RECEPTACLES WITHIN 6 FEET OF WATER YV VV ' `�+�.- �6f �� SOURCES. a_„� 13. PROVIDE ALL EMPTY CONDUITS WITH PULL -STRINGS.. 14. TYPICALLY PROVIDE (2) 4" SLEEVES OVER EACH CORRIDOR DOOR. 15. ROVIDE (2) 2" THROUGH -WALL SLEEVE ABOVE CEILING OVER THE DOORS INTO EACH ROOM LEADING FROM THE CORRIDOR FOR COMMUNICATIONS/DATA WIRING. 16. LOCATE ALL WALL TELEPHONE OUTLETS 12INCHES AWAY FROM ALL OTHER OUTLETS/DEVICES. 7. PROVIDE 2 1" SLEEVES R EACH DOOR FOR TELJDATA SECURITY AND SOUND SYSTEM WIRING. - 1 L D O S E S OVER 0 TEL/DATASHALL BEDEDICATED TO(i)OFTHE CONDUITS. CjARCIA (�'jAL.USKA DESOU�cjA 18. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL BOXES AND CONDUITS REQUIRED FOR CONSULTING ENGINEERS INC. AUDIONISUAL SYSTEMS SECTION 274100 DEVICES AS SHOWN ON AV DRAWINGS. ALLLOCATIONS 375 Faunce Corner Road -Suite D, Dartmouth, MA 02747 - 1256 OF POWER AND AN OUTLET BOXES SHALL BE COORDINATED WITH ARCHITECT PRIOR TO 508 - 998 - 5700 FAX 508 - 998- 0883 E- MAIL irrfo@g - g- d om ROUGHING. 19. E C. SHALL PROVIDE EMERGENCY BOILER & WATER HEATER SHUT-OFF MOUNTED IN STOPPER II ", COVER. INTERLOCK w/ BOILER & WATER HEATER CONTROL PANELS. MOUNT @ 72" A.F.F. TYPICAL. 20. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL BOXES AND CONDUITS REQUIRED FOR 'A Da J - / �" OF POWER ANSYSTEMS SECTION XXXXXX DEVICES A5 SHOWN IT AV DRAWINGS. ALL LOCATIONS V ROUGHING AND AN OUTLET BOXES SHALL BE COORDINATED WITH ARCHITECT PRIOR TO i , A 7 V ev EPER4I " I I , . � t 9310 y L E�6 I `I. ,. I A E-3.08 FOR GARBAGE J COMPACTOR. W 23 xrl i �� ...� MHP1A-1',3,5 S � r q , � i ' I >r ! I\, ' I r �' y WP ! j ! ! COORDINATE EXACT = <�P s WP r - 3013 MOUNTING WITH ARCH. _-- - _ y _ 4#10' __, .- � ---L _ ! I r I ' I Lf' i . � C � �. - ,� SEAL -- - - _ gR ! L EXT07� / I+ 13 µ' , 1 ram. �.__F.,-,.�. ...,....,�.,.�W � � --;-" Z` -- i� , '1 � � �; 1 - � j WP - -` - s' W i ,...� 4---,i .,. - ; : --�. _ _...----------_-i-r--�-I-----.----1 I ` i .._.._.__._ _`._.--- . -"_ . ,: 't. � �_`�-. 13 T14� r� 5�. i 'I ' 1 � ! -i: � r I �XT, 3 � - i. _ �a -` "_ t J.-.__------•--" i -�- WP Kii ,HE Cu �1 v - ', E'k'0 1' t ` J 1. PP1A•13 - s t KITCHEN �1 AF - XT1 37�� �} ,j __ T 23 APAV 1 : ' .. 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I 1 it ', PP1A2 13 , ¢ }: EP cR IF&C -- © - - i ii '':� ti --- �-- -- -- _- �1`� KEY PLAN t w t F $ _ PIA-1 i ;. n ('� 5: ISM'' ; , ! _ _ : __� , , � I _�__ I �, t, �=-;I � ��_ _ �. - a PERKINS �, . ;, �� } �, I � , � �,- -- 1 "'�1 x, . ,, v ti __� PP1A-3 }_� ,, A ; _ 1, ;____-' ----_� � - --" `- ---�` _ e - 'y t � i �� y� � FC�, � + t � UPIDNSTOP, R1Q, ENTARX!(EYE[) $wlTCH-EOE3_ r 1 r I 4` , ,: � ,- , g., 1 f ,1sa) .-� .va .. _ '' :, ,,, : � , (,, , ti : -� ;+ � -- �, EASTMAN A 4 MOTORiZEDPROJECTIONSGREPN,FURNISHEDBY _ id r -L j� _ ��`i �t A , A \ 30, r -1 ,.-: A VA . , - �"'. ;--'� :, r -b, _ t s i , ,,., yr _ }' 20 Ashburton Place, Floor 8 � �, " �' � ', (. THESS, WIRED AND INSTALLED BY E,C. - COORDINATFc. ': C, _ � � j )� 1 __ � �'' � ! . , ° , e � r'` � � - � - - �", " "- Boston, MA 02108 W _ + EXACT LOCATION WI ARCH. PRIOR TO ROUGHNN. P. A AN L (TYP. ,. S ,,! 1 - r^ "r - a a"j� _ _ --•�-- i T. +1 617 449 4000 L 1 1 __ _ � , , ,, -� _�u: 1 " I Al A _-,r - 1 617 449 4049 .. ' I '-{ _. � .,._ i ; , -. , ? -_ I ; . 1 �.. _ , ,t �-,_ - _ _ - ,'�.t � 4 ! q AN 1 it F. + v _ �, r .. , „ - _ L �1 t. 1t t i 33 - � , A � 4 � �� I �, (iFG� � F „F; U A F 12 _ , ! �8 _ 49 �` - t t �� ��� �A 14 m_ _ A109F {TYP.7N A103 ` PIA 12 A119 "- �. �.. - 1i 4 : rt,.� SAGE ANi �u i Owner: 9C6? PROJEC .OR SCREE i t -----' lr ` :1 16 T 1 t t .�,, - _ . EP1A•'1-• � �'y - --, ! j q._ AUDITORIUM) V - SUS ,=C A0 Lam- - - ff E zTV�, DENNIS-YA MOUTH REGIONAL SCHOOL DISTRICT a'P1A2-5 V T CU+ Si R v - E-3.00 _ Y WIRED BY E C. __ _: 10 1 - p A119 N u i, } { - t - Al 2A 1 A 90 2' _' -,;; FOR UNDER D LINT w F r., (:. - 296 Station Avenue 5 .• ; 5 __ 3 �0_._,- IG MC CP IG a , 1 r 4 a 1 ' V r :! South Yarmouth MA 02664 2 T-3.0 W 1 ti �, REFRIGERO A1,..., GF: '.C:. cG G _ RFD B APAV 1 ; _L : APAV-3 t © s; ( ) _ _ ( ) `� (( F , - 9m 1< _ m 11 1 ___-. ---, _ --'== MOTORIZED WINDOW SHADE CONTROL,.., - - - _ g _ __ # �- - STATION. COORDINATE EXACT LOCATIOwner's Protect Manager: 4i WITH ARCHITECT PRIOR TO ROUGH -IN PMA CONSULTANTS `7 WP`;�l f _ _-, } , - ?,l - 1 '1-_-� .: i VA - _ a ,t'�.- _ -. j r .(�� Ii(T"i) _. ----- _ia_�_.z_�_ __� ,- ," , , , , ; I c. ,,, I .. h , - � _,,�- s & =,S WP " __ 35 Braintree Hill Office Park, Suite 300 F # <-,: F r:l :.F61 _-_ -a"_' -�- 61 t, g _ Braintree, MA 02184 A109C , 1! y ri r ° - c X 1 - —t V1 IG IG - 1 >-A QAN I AN 7 d DI�CONNECTCORD,J-BOXWLEADS&LOW CIDWCONSULTANTS,INC. tJM IG ,--- 7- AN 7 4 _ VOLTAGE CABLE w! RJ45 F&I BY 6 Huron Drive a \. i P PPtAZ ? ;; it ! APAV-7�1 14-2 _ _a P T!;{t CONNECTIONS BYE.C:(TYP.) Natick, MA01760 � ID ' o `t' t y - ,. a IN GAP T��; ' ,' , _ j ,W _.+ is ,,D i a P;OF4 ® w e. Landscape: n . 1 -. } } TRAVERSE LANDSCAPE DUAL NETWORK SPUTTER II tom•. S} i 150 Chestnut Street, 4th Floor DNS) FlJRI�1_ Et7 ,G.C., , � �, J _ ,£.1NTALLEI7`& WIRED (CAT 6E)I Providence, 102903 O `L� __: _._ __� _- _ --.._ ._ . ___ _ _ -- _-_----_--- - --____ __ ____-_ _ -- - ___-- -- t . 8Y E.C. a v ! T r �� _ > j �� ,_ 2 g ,, �..�..�t Structura s7 A/ - t PP1A 2_ r- 4 4 a, ty,,, ,4q „ G S x- - - t 3° t i d „ - p T t>_ _ !� CATGE PLENUM GIRARD & CO „ 213 _- { �� ? , �._� i � �. IG BY E:G:� P. 10 Waterchase Drive #300 LIT f!; d ) I_ �-_� Rock Hill, CT 06067 . � _" �SfC ••_-, Y qq ll { n PP1A-6 r";;B ' L IG PEN P ! AF PRIUM [ii $ C ' 2 { _-- / Mechanical I Electrical: (1 > ) AN ;,;t , ` - - ,,_ �Y�i GARCIA, GALUSKA, DeSOUSA, INC. I - — - _[ j 375 Faunce Corner Road - _) L_) -"""? t - r `✓ ,,, -^" 7 � North Dartmouth, MA 02747 h' 101 I i! ----r--t ! , q - c c I ! !` I' s C L? L? Plumbing /Fire Protection: 1 ✓ f . ..2i3 _: , : ; _ YAV INTERNATIONAL TS ,_, tk 1 y ; I I s t �„, r ; .,I" Al% ! j/,yy�+j� /(/��y,�. /� ;1i /�1 AGF�, / L�-1 , ,,, : ,; -..o .:/ �.: , , , ,..,.-}r.._ _---�''' ��t-1 400W.CummingsParkDrive#4700 �^ A tea' i r \; l I 1. ) / ` , ( / 1 1 L.J , , , -J : , %✓/ t :, ( c 4... _ _ >_Y,_. a'* r ..�- ; } ..-- i ; 4 I 1 A104 l - _ r - ' �-� c5 WoburnMA 01801 i / +- p� �-i _::3- rr._ \ ti , MP1A u s 4 - Theater Consultant: g//,j�g 1 {; , I, ; r 7/-r- r, , . , ,, : �. �_� j_-- .-. �.,9 :_ 1, -, -� ,:- THEATER DESIGN ,\d i� ..;. %' ., € , d, _l -;?t �i _ + 48 Fair Street Suite C3 PP1A2-6 IG sn t =, CAFE OE3Rj:-, --- ,i 0516 \A106A6� ! 104 j ,I - IG �._ � � A104A I � i A __ � � ` Cold Spring, NY 1 (, ; '6I. - - r ! i I, GEC ;' 8 _ I , t ,= U } CPAV-5 r ! h t.. , '� Food Service: r : __'- '---_.__ �_ - I _ ._ 1. e, t : ,_:-, - 1 5 r _ 6 - I` a / C! r ` + ���U� - pw '(' / \ CRABTREE McGRATH ASSOCIATES -�._ ! _.---"'mil _ tm--1 V , 'S. s i-'_ f..:- - kr'sJ 1 q ,s \ W 7 W W s 1_ r 1 i_, 9 - (i - 161 West Main Street ! > 7 I "'--L._ `i'; '" 1 �'-- it `r-r �, Z �1. .. \ J ,t tt , i € 4.3 n Georgetown, MA 01833 ;I j, r BENS" E MUSIC ENSEMBLE \ 21 - T / r „ 1 } 5 , P 1 ;z 9 B.I� Al E1ARN ANAN (; V S txLit I% 11 PPPFiP 11 11 it - - u _. t '' ,; % POINT LINE SPACE n 9 9`r IG �- �� �w I CPAV 1 l x, a.., a 1 PP1A2, ) T 4 75 Lowell Street 13 _ , 6 1G z p x . ' 1 Carlisle, MA 01741 IG�3 1 j} `t 1 ` r I d J z a P 41, Envelope Consultant: t S PP1Ei2-21 '. © --a i, RJ KENNEY ASSOCIATES t j t D Washington Street 72 Washf gt n St e J 0� � t�� , _ a.„S -, � .: Plainville, MA 02762 v s 06a U . -GPO 8_ _ � � '. _2 -- _-_ �.� �-.. ��.;, 1, _ s , __--- 1. ,. ;; -:I "�< _� -'"f""T ; ', „ _. �--. ( �. ,:{ t ;„._._• = ._. , a , J r tx 4 1 $ - - - - - --- -- -- - -- __ - -_. _..----- -- -- ._ - ---- - - - * _ 0 #s (�gy {�, _ ,.... ___ __4'�'r�_ - _�-_ _- € ,, �1 VEgU`% }§ �, � .._ .: , /� i� _ ) t ,-.e'i; . � �-% z � .> i. If "" .-, \, ./ \, .Y ! ill, E , i _ , R- _ _. i y Y.---.._�3-,�sc.'-Y ..-�,„,^':� { ;, A409A g-,:..�.�^°^'."'�": - - ( } CPAV ,'1' -. - `` ".. v j ( 1 -' . L� \ -- _ _ s Code Consultant: FOR AV RACK g 2 CAT 6A TERMINATED AT MUSIC 271 24PORT - PP1A2-8 ,h108k; T ' 10 �P R W. SULLIVAN ENGINEERING PPtA2.12, PP1A244:: 1-114"C. FOR DATA I'! / E_ 0 -- 5 �i 1A�, - 4", = " 529 Main Street Suite 203 jj :MOW PATCH PANEL (2) CAT 6A TERMINATED AT IDF ,, 1 i ' A+ , : 4 ` ©P Boston MA 02129 A107. (TYP. IN MUSIC A106) UTILIZE UNIQUE q _ _ _BELOW SLAB (TYP.) W --- ;i ! ! -1 Ci a (m .; t,� ', CPAV-2 7 � ("' COLOR FOR LOCAL MUSIC DATA NETWORK - - - - _ -. . -.-. _....: 4 , 4 ! 411 ! ,, 2 2 ,_ I 5. .. � n . _,` , ! Q, I, _.. :.. ��EXT19� WIRING AND JACK (TYP.) 14 1' C. FOR DATA -- }� 5 AN Acoustical Consultant: _.. r BELOW SLAB ` o - -- - ---- ---- -. ..- - - - -- -- - --- -- 4 - - - - - - _ _-_ .. - _ L - --- - - Y A10 U _. CAVANA H CCI ASSOCIATES Fi � 1 -. � _ � -7 , '---�__' � GAF STORAGE - - - .'_.." UG TO ! � -�!.-/ , Ii 109An) -r y ID � rt PP1A2-28 _ �` d _ 1 . , . . " __-= __._ __- - . �,- ton Post Road l LY 10 A115 A1:o:t � a , i t :.. , "---�_ 327E Boston J) i �. : e- A109G __ , , _� � ....,...,_ _... f „ ..�,.... .. _ _ T _- t : {... ,-_, _r.. l'�-c..... � _..._r� ., Sudbury, MA01776 .,, J----------�---� r � ,�;u�n�i;a it) a Fdtir.,:,titllh 41t0 ,� _ 1r1 UH - _.. _XT, i ,' , WIRA . t .9t1�1 ,Ir:.: u, t{1d:�.+ . "' ! _._ ,� S1Y_'__ ' _. -.._ �s �.K,-- .,Nj �. h 6 5 _ 16 a � u ,,4,1 ,: 99 , ,,,, � {h t a, a �h .� 1 r , , n r, - '--_. _ - - � ._ _ , . ,. S �t ,�_ _ AN � _ ,. , ,. - .:t.,. d.��Y, �, �, dt tl,.v h....i„ i,xrFl.ul,�. wh ,4. �:�.,5.1 _D,.:b _... --_._ ,. ._..�.. - _ _ � i"o I—.,;,r<.o ... __ �oone r; � Oo `tea-- ..,.r,ti .- ,,.._..- .... ,., .... "v � ,. - - § •�` ��'. _ 1 FIRST FLOOR PLAN -PART A -AUDITORIUM/ CAFETORIUM -POWER ��� 2.11 SCALE: 1/8" = V-0„ CONFORMED ISSUE APRIL 1, 2021 Ccioil > WP (7 - N \ 011� CHANGING ROOM TOILETS - -( NO. DATE REVISION 3 02/16/2021 Addednum 3 Sm- GARCIA GALUSKA DESOUSA CONSULTING ENGINEERS INC. 375 P.— Corner Road - Suite D, Dartmouth, MA 02747 - 1258 508-998.5700 FAX 508-998-9883 E - MAIL info@g -g -d. com SEAL �D Y PLAN PERKINS -- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: COW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Corner Road North Dartmouth, MA 02747 Plumbing Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville; MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FIRST FLOOR PLAN - PART B - POWER SCALE: As indicated Em2ml 1 B 1 FIRST FLOOR PLAN - PART B - GYMNASIUM / ADMIN - POWER 2.11 SCALE: 1/8„ = 1,-0„ I CONFORMED ISSUE APRIL 1, 2021 m - - _ -_ RockyHill CT 06067 _.._ 177 , n _ G a ---- - fi -- -- � � EP o , , . ,,, .. 2 , 2 __ _ �_� �.,z. , ; i S1aJ > 2 r' ''• 1 _ --- LLV - d� cJ 1 WP _ a PRE PLC106-'- t i ,� _.-._17 15 _ 32G r-a 40 i C CIO 39 F? I t --u� Mechanical Electrical: � , t� r I -� ' �-• "` PLC 106.15 i � r,9 G _ PLCf25 N m+ C 1--- 1 j _ Li _� _ �, 03,E p s __ _ i= PHC114.1 GARCIA GALUSKA, DeSOUSA, INC. - --.: L. �./ , ", E O . o � OR „u R `, ._._r....__ ;C1011D?y \ -- ' ClY REF 12,_,. - _, . ,GF1 o- EPO / 8 f `i 375 Faunce Corner Road - R 41 D C _._ ..:„. _17 a _. 34 t 3�L_,j I 42 t e LG1u2E� T` GFC 7 = J : , w, __ PHD114 2 _ North Dartmouth, MA 02747 ,. ± . a _m 1l PLC106.13 28 PLC106.11 PLC 0 9 MPiG P1 1 �, r 114 -- k T 9 ', T ` . .. T ��HC _ Plumbing / Fire Protection: r E C•1 TO!I E PLC106.17 <�. %, E :._ _._ _.G--_ AN ICI « 1 I t�i n1 d 3 29 /�_ J, - S IENCE CR OR I �::31 2 .- >, 26, .�,,,; TO © V �, VAV INTERNATIONAL e, 3 a II C122 GF t 32� ® $0 AN'. 29 AN; 5 AN EPO 8 - AN r�, �_{ - f _a Cummings Park Drive #4700 AN , . -� - T aTOR C106 9 ; ' ! .I - -� s 0 r -- - 1 :1 (TR -s 400 W. Cum 9 --` - - --� T s - 3 CU8 I 1 AN _ . TOP (} C7, „ �FOP ® C , ®� 0 !, - 92'", 2 Woburn, MA 01801 ! C1 2A _ ; ; 2 "' CR L C123 I � _P C1. O i ' �y 5 26 r SPED CC _ h GENE _ 102 I10z 6 bsfc c S i3RAGE 37 % j q ,- I & ,„ „ 10- r102'29 911 95 PP1C-37 ' P� I TVE 02 : '! 30 Cam? PP1Ct, PR1C-30._ P,P1:G9 12 11M1D C114 PHC1149,11-+ J PLC106 10 �, -- 92 T _ _ Theater Consultant: G I V �I PLC106-1 % CR 54 PHC114-12 102 TV 02 , C141 LI,I 1 4 _' . d 102 TVE 02 , PPi 8 _-i OR NURSING R DESIGN v : m FI „ t ; GE i" '`` 1� THEATER G - � G - ---- .- 102 _�., OR IOOR K 4 PP1C d0 �--"-� PP1G39 gg ! n _ a4� PPiC- 2 . PP1G31 , 33; 1. 8: BENCH F ,-4.-..L,. <Cr<f�,� PLC106.7 �--� $. :�'-3 �;�®...�.. e t -__.. _ -- -- -?.., 2 3 1 G C 48 Farr Street, Suite C3 - CR GF ,.. ,- 34. i _ = -:_ r I 4i1 _ -- _- I G` ---i _' _P_P_ G• 3 . � , : I .-_ , ;: , �, , ' P1C- _ '' � ' PH 1 Cold Spring, NY 10516 P1 42 @, -- 1 o-, r- J t Ca42 C t- _ f -- - � w- -- � �- y -PP � '�"�`iF'�' : 1 ; �s° , , r '� I � ,,,, C 14.7 ''- i'- t ' ;N -r± r PLC 106-3-GFC. -f �� - 28 1- o.. ,,,., " 810 7 k_ a I 2 `` ° '. ; 3 - PHC114-8,10 I i 2 £� tFPLCt06-5 2 l -..1 L) 1$ 114AA t1��}} eJ CR _, l ,I Food Service: /W .,_ A :2s , ' € CR5 C, t SPED TOILE tI�Ctiq �1 WI -= ' p PLC106-4 F PLC1068 ___.,W I - P1•5 5':CRABTREE McGRATH ASSOCIATES TOILET PL 1�6 -r 1G36 PPIC-1 �, Wr,,,,@ PHC114-4,6 P2C-5IF, iRJ'1G44 FP1C43 _, , s,,-r, , a C I C114Al 14 C :a .; HC 14-3 jPHCIGF161 West Main Street Wp C121 f _ v ;^", _-r3 46 11 _- - `_,? Geor etown MA01833 -- -,,_N _ -. - 435 r J, - D 9_n._.___ # 64 : q _ 6 �:-t f 6 _t,.: 36�ff -�-_.._�_I � i ,..:! ��.... � I EPO'44, _ 44 - : d3 r , _ c7 4 c� 2 _ a I EGFE :I 1 fi II I +C, FC GF G - ; , k o• e � F Fc - roc ; —�®-• .�..__ I I I G ��E I -n � � Y ; — -- --- 4 -_� it ! �i! 1A : 51 T r C1 2 I C G10e� _ ��- _L..._ ',. - -,. __.. ._ ., :.._,_..i : :a: _._- , _ .._. U Q _ _ I i _� _._- - I (`, � ! POINT LINE SPACE 1. C 4 1 VA EXT32 s 75 Lowell Street - VA 2 4 E-3.00 PPIC-54 NOTE PENDANT STAIR C2 O NOTE PENDANT _. s Wp�P1G45 7 3.2 �.� 5 MOUNTING TYPE AT 54 ST•C2 I [ VA 1 . ,C118 12CA A MOUNTING TYPE AT 4.00 VA E ° 7 G I.E 3 4 O 54 -2 "BLADES" CEILING AREAS 4 3 Carlisle, MA 01741 27 4A _ VA c 47 r (t BLADES CEILING AREAS _ - -- I 't1 - Envelope Consultant: I � � �� T , ,C 3 -.., RJ KENNEY ASSOCIATES -----.. - _ _- ofC GF u 9 I :. i, .. .. .... ..,G12n, . 63 >. ,,,, r y 1 - _ .......: -- - --1 (� GI GFC .. ...... i ._._ - - a -- -- 92- I _..PP1G.55 s I J A,B 1 r 341I0 x - - S 1 - -- 50 t r- - - - - - -- - - --- 23 r 72 Washington Street .A.e _i 12 i- 4 _ 9 NING - 9 -- -- - --- --- 9 MP1C-23 s , TVE 4y� _.. _... 2 , ,� � ,, .p , i i : , � ADi41G STOR CU.,T S, OR A96 C 65 ------•-,- -- , ;,, I - t, _ r .::.-....:,. +: �W AN il _ , TC�T TOIuET � " .:.., I r R sPlainville, MA 02762 10 � ,- _ MP1C 19 V.. ..:....:..._"�GR....__:.-. � T ,. ; �§ EWC .-� . � � s TOIL_r 6.._..., ..... ..._......._. 1 PP1G50 -- s , : T�i_ET n W _..... V . r 5 __ i „",- 102 I GF1 q 51 � _ l00�- rye T - - - - - - i ± � E C :::: .. ........... T . � lJ0 - �" -.t` _m- �_-. , _ _ _' __ __,,: -- - --- 133 C34_ ��'+ \: VR GFI - - _..126 -T G12, - -- - fi D RPlf3 5t 6T C i -r r __., n, 1 TV H I I .a. _ , e L� r�. r � { v EXI LrA : NC, � -" ��._ _. I C1<_,,, . - r!- '1 r � l 9 n t g .._..._ . _._ _...._ . _ _ PP Code Consultant: I 4 I C! -- 2 �.,„m,1„m,„. IK ..,,e.a.. >; T -�. 'I R.W.5ULLIVAN ENGINEERING 51 3-12 <' Main Street Suite 203 � - -,- -'-� '- I I. � � ! V/# VA, ! i GYt OR i;EX 3 I 529 ' STAIR C1 r — PP1C-52 Vq V� q VA VA VA 4- 4_$ 54' UH - - ' �---r� I r ty I I 135 Boston, MA 02129 rq ST-C1 3_y y A r 52 4-11 4-10 - I - - -- T -I ; I X, 52 52 3 8 "S5' ;G1itP it C113A 4 ?15A ' 'r r: 4- 13 i'^�, 3 6 Acoustical Consultant: 1 1A C,03A �__ �� - - - �-- �--- - - - v - - - _- -- ----- -^ - _= - - - ----- -- --- - - t— - - ---- _ _ :- - - - - � 8 1 CAVANAUGH TOCCI ASSOCIATES m aVA C � I \�% Post Road �_: WP 327E Boston P t a , I Sudbury,MA01776 64 2 PHC169 W 9 C k .. a!W 17QR �V � j MP1C=30 3 30 PPfC-8 - W -.. - -I_ ' ' t�1G �1i E PP1G27 W I W PP1C64► C1, 19 RHC109 4 R1C 7, 39 t pW s W _ Sustamabrhty Consultant. PP1G19 u, ,rn W _.- r ,= x_ I, G F _ r, > 11 �. I pi r ;i i THORNTON TOMASETTI 1, 1 : EPO , -, �- 4 _ S SWITCH FAR DiS1iN1ASHER, - - i l�I 1 , „ 14 I . ffi 386 Fore Street, Suite 401 i �� PPiC ;;1 I :� I ;, I ; TYPICAL AT ALL LOCATIONS ! � J : I ._ , rJi ._ __._ CORRIDOR � f 1 1 : -- _ H - - --' _ E. - 20 Q2 i PP1C•62 T T 1 }l; Portland ME G4101 �__, 60 � ; i 2 > ; _ ; . � __ '� \ 20 23 U . t f a ram- J F C40 3 � - � �,. ;",, ' � T .. ! 't` "` 2 ,r;. - _ ', , 16 T`"3' . 2 !I� 5 T� g Aro 4 PP 20, P� AN i 1 PRiC 3 _ PAtC 0 8 AN 2 _ cI 1 1 (I ¢-� v,,, ga Be / 1 2 L PP7 4 _.,.0 1, .,, Elevator Consultant. k ! 1WM.� a 52 p t9� SE OJT, tRNERALCE: 92 TVE'92 TVE 102"l -' 3 �.,. fi3 HEALTH GFC 0 : a q ;- ` t TOP 102,11 T P p Qs Q UP".a PED R R „, 102. ! T E 102 �;r,- L CR Y KA HENNE SY GROUP 10 02, H 4 T 1a 102,.. -_ 54 C117 PP1G18t. p.1, 0ISr9 S S S I: v - 102 .,, _. 109 rm Ci1 d 1 j v P ----T Pi1dc8 G AL R C a 2 G - PP1C,: L: ; AN G R y „58 PPICo-2 14 10 Post Office Square, Suite 725 i� (,: Arr 6 r I 2 12 P$110 22 ..02 / „ 15 1 - 6 yG l 102 f , a a 10 102 1 Boston, MA 02109 r TO ¢7 Q { v _P G2 __ b___ --y s , I J P,C9 102 .: - PH 09 ' 0 J _ �- 102 -- d- T r rl - -1 - f J / ! 1� PP1:,C•25 d fi0 TOP I j-. _ i � 1: y. 2 " F ��i 6 s- v : 1" 1 r_ PROJECT TITLE: 1. OWEP2C 6 �_ - �, ,- _ s, y_. , r-- ,-r-r-1 3 6 ".' rM ; {C11�6i �, � LC,r5S� �, 16` I i _ �22 C `E�1r93.� ('"� 25 r�, C1u18. - R7C C1006, �__, _ Y R UTH 5 — _ _= I DENNIS A MO PP�C12=_�.- --'J - I t_ -`.__. C _ 1 PHCI 3 t - ( -- .. >, �----�---< , ` ---"-----t •a�' . ; ..._;--,. � , 13 �--- Ci 9:- � --, I '-� -- I * i t"I I C I i 'f' ' t� 17 ,.. ".� _ I - t I � r '-f --P' r ; - i i � Y` { i s fi 3 ——--� 2 —4-- III s — INTERMEDIATE / WP !. � 3 -�- a� �_ s, 60 L ---_ __.. I. :, l':. �-., r,.�., 2 I '-�I � .:_'" - '--------_ !. � i ----r- - -- -- - ' � t.,,� I A € _ . I 1-, � _`- --- -- -_ __ .. _-._- - , : a..� _- _ --- 'i � ------ , -r- 1 , S MIDDLE SCHOOL : , . - r - .. 6 CORRIDOR . J 1 �t 296 Station Avenue 61 3 I ( r,x,24 South Yarmouth, MA 02664 I j �} +,OORPIDOR , �C C�, C- ! ' / ' No:71011 C C 13, " I �-� PROJECT WP I; DRAWING TITLE: VK �J FIRST FLOOR PLAN — r2o / Os MATTACNEEfiE vOUP rYARQ PART C — POWER CRT=1 r' �' ��� t ���1✓' `K/�. y I % SCALE: As indicated 1 FIRST FLOOR PLAN - PART C - CLASSROOMS - POWER 2.11 SCALE: 1 /8" = 1'_00 Emll I C CONFORMED ISSUE APRIL 1, 2021 A uTi0 i 1 J t J .1 'u_ 1ul 14 4 J J q� t ROE I 2 A ,2 IT E a` _ s� T' n T 4 8 $` � c g T - _ I I I I : .ado% ar 1313 - i 0TC1. Ii1� - I 21 I PED — -- S-C—R80 _WRYOLAND GE RAWR D L NG)i,14 2GENERAL CR -—n ) 22 5 NRLO LANcalrC�.1s12 I ! i? I ' '`_-....,-.....,.....-....n. ....:,..,.z.. i--._:-_ .. .„ : I ,' ___ 9g .-_ ..-,.:.,..-.,.».......,....ems-. .___ w..:m..,-.... _ i_,a...........,,.,K.a,.,,....e,..s....., t'. _-._ ._....J,...-:e..p�:._-.J .i.,_......:..............:.i. � -.:.-.. �i2Utit�b �-- t - - _.. ...- • �®-® y _ _<:_ .c._ _ — ._.s _.. -_ _-'iif{�i3,� i I i 55 'J ; I g�g''�aa CJTAIR �I i I ) pp�� i i I 1 CC��i.�. OR ( �I 8225 �Tr1 820$ C� h C2} C3 � '- 5 (c6 7 c8 C9; iCl) C 1 C14; 11 17) icl& C 4: Cam# , 1 £{)P I�OR B225 y� I0�1 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE 1 MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No:71011 DRAWING TITLE: SECOND FLOOR PLAN - PARTC- POWER SCALE: As indicated 1 SECOND FLOOR PLAN - PART C - CLASSROOMS - POWER E=2.12C -2.12 SCALE: 1/8"=1,_0:, CONFORMED ISSUE APRIL 1, 2021 GENERAL POWER NOTES: No. DATE REVISION 1. COORDINATE EXACT LOCATION OF ALL DEVICES AND EQUIPMENT WITH ARCHITECT PRIOR TO INSTALLATION. 2. REFER TO MECHANICAL PLANS FOR ANY CHANGES AND FOR EXACT LOCATION OF ALL HVAC EQUIPMENT. 3. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. 4. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. 5. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 6. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER MINIMUM #12 AWG SIZE, THWN/THHN INSULATION, 600 VOLTS RATED UNLESS OTHERWISE NOTED. 7. REFER TO FIRE PROTECTION PLANS FOR ANY CHANGES AND FOR EXACT LOCATION OF ALL FLOW SWITCH. TAMPER SWITCH, ETC: 8. DO NOT PENETRATE STAIRS WITH ANY UTILITIES EXCEPT FOR UTILITIES SPECIFICALLY SERVING THAT STAIR. 9. WHERE CONDUITS AND/OR BOXES CANNOT BE FLUSH MOUNTED IN BUILDING PROVIDE A SYSTEM OF SURFACE METAL RACEWAYS AND BOXES IN ACCORDANCE WITH ARTICLE 386, EQUAL TO WIREMOLD FOR ALL FINISH SPACES WHERE PUBLIC HAS ACCESS, INCLUDING CORRIDORS, CLASSROOMS, OFFICES, ETC. 10. CONFIRM RATINGS & FINAL LOCATIONS OF EQUIPMENT WITH OWNER PRIOR TO ROUGHING. 11. ALL OUTLETS ON EXTERIOR WALLS WITH CASEWORK SHALL BE MOUNTED 61, ABOVE CASEWORK. CONFIRM HEIGHT OF CASEWORK WITH HVAC AND ARCHITECT PRIOR TO ROUGHING, 12. TYPICALLY PROVIDE GROUND FAULT INTERRUPTER TYPE RECEPTACLES WITHIN 6 FEET OF WATER SOURCES, 13, PROVIDE ALL EMPTY CONDUITS WITH PULL -STRINGS. 14. TYPICALLY PROVIDE (2) 4" SLEEVES OVER EACH CORRIDOR DOOR. 15. ROVIDE (2) 2" THROUGH -WALL SLEEVE ABOVE CEILING OVER THE DOORS INTO EACH ROOM LEADING FROM THE CORRIDOR FOR COMMUNICATIONSMATA WIRING. 16. LOCATE ALL WALL TELEPHONE OUTLETS 12 INCHES AWAY FROM ALL OTHER OUTLETSIDEVICES. 17. PROVIDE (2)1` SLEEVES OVER EACH DOOR FOR TEL./DATA SECURITY AND SOUND SYSTEM WIRING, TELJDATA SHALL BE DEDICATED TO (1) OF THE CONDUITS. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL BOXES AND CONDUITS REQUIRED FOR GARCIA GALUSKA DESOUSA AUDIONISUAL SYSTEMS SECTION 274100 DEVICES AS SHOWN ON AV DRAWINGS. ALL LOCATIONS CONSULTING ENGINEERS INC. OF POWER AND AN OUTLET BOXES SHALL BE COORDINATED WITH ARCHITECT PRIOR TO 375 Faunce Corner Road - Suite D, Dartmouth,, MA 02747 - 1258 ROUGHING. 508-998-5700 FAX 508-998-0883 E - MAIL info@g -g -d. oom --� ' 19, E.C. SHALL PROVIDE EMERGENCY BOILER & WATER HEATER SHUT-OFF MOUNTED IN STOPPER 11 COVER INTERLOCK W/ BOILER & WATER HEATER CONTROL PANELS. MOUNT @ 72' A.F.F. TYPICAL. ®� * � /�, C, . 20. 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IN SCIENCE CLASSROOMS; ) r 3a .a# E-3.04 d _REFER TO SHEET E 212D I I i i G 25AFOR POWER BSI i;: i A IN THIS AREA I f CRR3D ! j + ' Kit SPAS € :}31' >: 1 EFERTOS EET\ +g� I ,q �'I ----_."--- .'f-f?.. -:. - ,..?.3-.-r { =r:' - ----- -{ r !r i i 1 I,,,g ' E-2.12DFOR. x7 f j l ,J \ 1 LtJ' i�I fl _ LAYOUTS }} j sS ?. rz, SEAL PERKINS -- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F, +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Pro'Iect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil !Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, 102903 Structural: GIRARD $ CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 375 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR PLAN - PART D - POWER SCALE: As indicated Em2m I 2D CONFORMED ISSUE APRIL 1, 2021 NO. DATE ISSUE 6 0„ }2� (viYY` V1 30 Dom' �l 17 0�. �3 1 ---- __61 4 -- - - 1 14'-33/ ^ 30' 71/4^ Ili , -- - � L l4 �� '� � � � -'' l � �� •_.,.-.r...._. .. 920 - -- __- 7_t!4" GENERAL CR — �- - 3/4' i 712 "'� ", D202 _ . , rr_ _ . _ �` ---3 �—__ _ 30 • � 1/4_"--r---, - - 30 - /^ GENERAL CR--— 1 W D204 PED RESOUR I F BSPED TO - D217 STOR \ J D206 SPED SAILS o y" ` }- 4 - - 1 ' / SPEECH L.. ,. SPED TOILET B GENERAL CR —x 6 . p" D219 TOILET I D221 D222 IDF fl GENERAL CR m+ � I ` D212 D215 _ ,� 7'' rfl223 � ..,-..,.. ,.., ff o l" (IN 451 �4. .y Lip ��� �-t. �.�. � \ ;�, � �t 6 �-► Vic. � � D �-''�� 01� S Vv n t> L I /i %� M f' I 03jq„ - � �'\ _OVERALL SECOND FLOOR PLAN 21/q" Ml M_3 1 GEN RAL CR 213 - �j�REO ARC CG PCB\El T COF'T�` oN20764 / CAMBRIDGE �o MAy �Fq�l10F MP`'SPL SEAL PERKINS— EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: COW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 .Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: OVERALL SECOND FLOOR PLAN SCALE: 1/16" = V-0" REFERENCING VIEW:IIA-2.01 J C13 638) - 131 Aml n02 100% CONSTRUCTION DOCUMENTS JANUARY 19, 2021 NO. DATE ISSUE REFER TO CIVIL DRAWINGS FOR CONTINUATION 12" STORM SERVICE FIRST FLOOR AREA A UNDERSLAB PLUMBING PLAN 1 1 /8 1'-0 4" RWL UP 45 SF _ 4 :o ice- d ` . KE 55a31 ` i 2 V KE-23 51 KEKE=23 GI KE SaK 55 i KE-58( KE 5959 FCO E-82 U P 8 ' r � ._ 3 'b v � t7"�..�' i E� -ns 4. KW ART CR FCO B141 4 SEAL �D .Y PLAN PERKINS-- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. 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I � i i I � i: i I � I � i If ;Aj ji � ; _� - �zw d, V3 1 __ L,; 'r I tI---- ,.,,,,,: f I ; I '�A , ��,_ ��, i i �, i , ' �' I 1, i i � I � � ; I � � � i I : I I i I � , - : I I i I � � I ; i I � I I � i : I �Y PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T� +1 617 449 4000 F. +1 617 449 4049 Owner: DENNMYARMOUTH REGIONAL SCHOOL DISTRICT 1 296 Station Avenue I Owner's Pro'ect Manacter: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 1 Civil I Site: CDW CONSULTANTS, INC. 6 Huron Drive IC , Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO iO Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road North Dartmouth, MA 02747 Plumbing I Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01 801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 0 1 833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 0 1 741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant; THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 041 01 Elevator Consultant: SYSKA HENNESSY GROUP 1 0 Post Office Square, Suite 725 Boston, MA 02109 PROJECTTITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71 01 I DRAWING TITLE: FIRST FLOOR - A B UNDERSLAB PLUMBING PLAN SCALE: 1/8" = V-0� PmlnllB 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 - ­- ­�, ,� , I ;�, - - W � 1, "', 117 � I I . I NO. DATE ISSUE � i I i � ,4 � ! , ��i, ! i , I,-, ­ � - , D" 'i �,"5 - - ­­ -�­ ,-, V"', t t, I � � "u, I I "�Iil 1 �J-.� , I/ " -, - ­1 I 1 ­41 - - ,Q ­­-----­--­ � I ,�­,,,,' , ---' --­­------:::­- - - I �, , F �t ", '�, I - 'i -, -, , �­, �, ­ ­ � i I �1 --- . 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CORRIDOR .SFi25 N tl i 4, € 0724 - P-5A ,J.9° FIRST FLOOR AREA D UNDERSLAB PLUMBING PLAN 1/8', = 1'-0" NMI I i KEY PLAN PERKINS- 1 L I EA TM N L -� 20 Ashburton Place, Floor 8 !I li Boston, MA 0208 4 T. +i 617 449 000 {i F. +1 617 449 4049 :1 t1" Owner: j OENNIS•YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 � f{ San, �L-�" ' Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 1 Civil / Site: CDW CONSULTANTS, INC. INV. _ -2.5' _ 6 Huron Drive _ REFER TO CIVIL DRAWINGS FOR Natick, MA 01760 j CONTINUATION Landscape: � qq TRAVERSE LANDSCAPE 13 2.[ Imp 150 Chestnut Street, 4th Floor I *tfl'I6" 12' STORM Providence, RI 02903 {I R° V SERVICE '6rod%L'kJj' j fl ; Structural: _ .. _...-... _ .. GIRARD & CO 10 Watemhase Drive #300 Rocky Hill, CT 06067 i - I ; Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 dr _: i Theater Consultant: I rl THEATER DESIGN I I 48 Fair Street, Suite C3 Cold Spring, NY 10516 �gg ` Food Service: CRABTREE McGRATH ASSOCIATES 141t 161 West Main Street �L -LlJi Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES i 72 Washington Street Plainville, MA 02762 ` Dk4> i 0i5 t _ Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 I Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultaht: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No:71011 DRAWING TITLE: FIRST FLOOR - AREA D UNDERSLAB PLUMBING PLAN SCALE: 1/8" = 1'-0" PolollD 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 I I I I � � I I I I � � - - __ --,-----, - I— ___ � I __ �__� � - i - NO. 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I . -71:= i � I I i t I _ - OD I � , -.1 ­1 I �___i i - 1, __� ' I I ji� 'r B124 I r P-5A t [ �l , 1 B 1 1 1 -f-Z'k,di, � ��� , --- --�_:_i-, -- -- ­=� V --- - � -,- -1 ­ _�, L� ­,��-�- ___f� i _ -11, � , , I I �;: �k 1= ,�, ,�e I 11 i, ! I _i, I lr�i-,! " � � _ , I - --- _,_­,1_, 611 - I I � f It- 11 F-BI21 112"ol - � il i I � � ... t, ` __ 'i vp , I I- j -_ Ili I [4 I I I I I I j �, ; -- I � / ii , - ­___ I � I __�H 3/4"o - I � I I i I 11 t I �i,,, ­ �_ ________� RWL - - ______ - I i H !", " Vt --*I 3/4"o I L I I ! i I i I � - - - - _�, I - ­ i � , ' - I / "W��/i I i 2" -1 , I R I i � I[ I - I I i " �- i , 1 lil E� �3\ ; i _,� , tl , -__ I ; I 1, ­111 -�;k ii I it 1, ; � � I I I _­ c i -, � � � I I I I I I i i I i -----L,�_�,�__, - 11 I- .11 " f�[_i__j , ,�q I I i � 11, I - j _1 1 TEAM LEAbli I - .... 11 I 1� �'i , I I ,. 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I ; , �-�, , , I I � - - - ------ II �­,­__ , � . - I I � � I _1�, I � '� � - 1 1 1 � -I - --i � I ; 11 - ____ - - __ ' - __ I - -­- -, i - -,- DROP- -,� -- ----- - __ !--------- __ � - ----- - I , � 11, - XPANSION JOIN ,� ,4 ­6 � .1 11- - -7 ­' - _L�L - - � I __­ - --- - - I ; I I ABOVE FIRST FLOOR ELEVATION I (1,: : , - I - _E' T _ I .�" 11� i I 1 "_e, I _____�_ - I _,____�__ I I I F __ 1,j I , - i D I ; _111 i! i �_�11 = - I ,- : i 7 -1) I - �_i I N, --- � ___ I , i \ ; ,_ -77,"___1__D; --i- ,--,--- ,!, - _J Ty i - I ij�i I i ; __ - --- 4" RWL UP RD I - � ( 4" RWL UP i i �1 � I WA - 4" RWL UP OD-1) i I � __ I , I I i I I � TERMINATE 1'10- : 1/2" _�',_ �_ R01 - _L_ r I _ , I I `*�� - - __ __ p; - ,� - . I , I \ i 11 _ I __­ ----5t _iL: 71 , I __ I - Ell' ! - __­ D I, ,,� � I ; I i ,4 1 4" ,.: - � - I �, �­ ,� � - 7: ­- �,­ E�� il, , ­1111 I - _� �,� i I ,-�­,,, , t I __j 21 )- �__ _­�-T___ " - - - I 11 -- - --- __ ___ ___ � �,�� __ . _, _/ . I I 111 f, � i I - � I � �1�7 LLSCUPPER ` - ,� 1 1 EALTH OF1 6� 11 --- 4" RWL UP i 1�, � I J , !� J� I (A 4 : I � , i � I � 1 :�� I I � _____� i " - i V I - - - " 1 , , ; I , I I i, 4� t 5" OD DROP. : I TERMINATE 1'10-112" _� -- ­ ,� ! I - i� __ - I ­ '4ef __4 - E -- F I , f I '--- , I I ABOVE FIRST FLOOR ELEVATION I - ", -11, 11 1 ­+ - ii 1� ; I � i _____ __ _ I � _,� __ RD � ICE 1. __ ADAPTIVI�Pr= - - I I- I . I I WALL SCUPPER I - __ 1 � 41 � i I ; __ - .__ - - �.. i1i - I I 1, __ - - I-,--- I i , i TERMINATE I'li - , I : . I - __ I - - I - i! I __. ,- � __­ i S_ 11 f I __ 1� - .1 I I I - ­ '... 11 ,- � __ ___ __i1_1 ; I i- 1 _,;��,,f ! � LL" I i ! I 1 ____4____ ­ - - ��_ __ I � , -,- . --- F .1 I -1 - __ I I �, I \ I � i i 11-11 . ..... :,'_,-,��,_ ____�_ I, - - ­_ - - I 1� ABOVE FIRST FLOOR ELEVATION --.----, / 1 lt,�,i M I— 1--_ - � i I -I--- I I L�L______ �31 -, �k "I ­-, __ I I - __ 11 t � i _% I � i I I ; _____ - ,, ", � _ I I 1 'j! i i : i , � " ", 41 �,4;�T_ - : ­- _ �t i i i __1\ I � I - :-- , i�___ _� - ----I--- - __ I - 417, , , W__­­,I_ I - ­_1 ,44--_____�,�L,�,�f­ -­J�L4 ,'I;; r , �- _____­­ I _'____-� R ) � i : ! I ! ____ � ­ . I - - i I � - __ - - ­_ --- I -1 I ­+4 Li __ i I i 1 � ��, --- - ... 1;,� , __ ­ I--,' � I I i � _ ::: __ - , 7z_j,?�, " - __ ... I 1! I ,,;; I I I I N - , ___­ -, - ­ I i I , --- , I , __ I . , f __ __ ___ I I I ; - I r_ _14;�,__ - � __ - i , - - � ; I A k i 1 L 10 ___ !-- �:_-x-��_ - - - I ___ ! I I -1 I ---L :7 i __ , ", -1 i i � i I i - � I ""I I/ I I : � i I I - 11 : p, � �, ! I ii 011 1 I --,-,--- __ I i I ___ -,��, 1 1 ,,, - " I i fl� !I __ R02 I : ____ _11 - - � � i � ; t i ! 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DATE ISSUE - 3 2/18/2021 Addendum #3 8- 3IIH2021 ADDENDUM #8 41,6 ,OL-v - 5- lor,n, 5_ // Ii /,z'Z- /2,0 S'ler"i - /Z"I-516 g //,�, / z -I- ^ " ­ k,i / 1p, & , /,_ -, -, - 6 r- /V ,,,-,- j -Z/a,ii ^0 ^ CjIIIA� ; lr4,1','W, 4' 94i V7 0-- �jf 1 Y , r f�,­- V, � � I __ ­gIi"AMICAL NO, 31451 ' , I -" It SEAL � 7`�\ V PERIKINS- 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. + 1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Propect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CIDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01 760 Landscape: 150 Chestnut Street, 4th Floor Providence, Rl 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection; VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 0 1 801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 o pri 1 16 1 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 IFF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 0 1 741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: Ill SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: 386 Fore Street, Suite 401 Portland, ME 041 01 Elevator Consultant: SYSKA HENNESSY GROUP 1 0 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71 011 DRAWING TITLE: FIRST FLOOR - AREA B PLUMBING PLAN SCALE: 1/8" = V-0" Pmlml2B . 100% CONSTRUCTION DOCUMENTS . 19 JANUARY 2021 1 1 . I NO. 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I � 11 - J I � ABOVE FIRST FLOOR ELEVATION 11" I 1�1 . � r,-� FIRST FLOOR AREA C PLUMBING PLAN '�2 �1/8- = �VO- ���� YP AN PERKINS- 20 Ashburton Place, Floor 8 Boston, MA 02108 T. ,1 617 449 4000 F. + 1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Pro'e0t Manacjer: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: , VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Man Street Georgetown, MA 01 833 FF & E: POINT LINE SPACE 75 Lowell Street ar s e, 1 1 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 0 1 776 Sustainability Consultant: O 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECTTITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71 011 DRAWING TITLE: FIRST FLOOR - AREA C PLUMBING PLAN SCALE: 1/8" = I �-O' P=1 A 2C i 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 1 � � I NO. 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I ��j'� � i '' c . � ­ ; ABOVE FIRST FLOOR 11 11, ­1 - I I � I ;: " I - i 11 CORRIDOR , : I Irlzl--�--­ I l ; fi�,,.��'­ I -� - i, ­ RMCE ­'- t I !� ELEVATION Plainville, MA 02762 - `-­J�i d, :, " I ­-C,--� l ft-- ­- 141; W.", - = !` �1 1 1 36 : ; I -�! � � . - 11 I i , -�- -­R, N . C 1 X4 � : Til , , - i , , 4 11 - 19 �! -ENJ - ir , � , � ,11Z,7 ,I -- I � 14-- - , �-, li i I f=a i ­ - f- f, , l' I )� I jjj--,4 -,- "'�� �g . �� � I 112"o 11--," � i 4 !7 I � ­L "l -"­,�- ­ 7 - � ; Code Consultant: -� , , i I , �, I i,_ 7 ­­ ­,, , i � � 1A I , � ", �- - �� � t C� g � , .4i � zt��,�, , � I j; j I I , - ­11 , 7- - � - , N � ­ - "-,-;, � !, I , ­,, i - > I -1- ; NXON COURTYARD , 1� �, � � R.W. SULLIVAN ENGINEERING 17 i ; . - , .1 , --- ` , l'lj---r��::j I , , --, , 529 Main Street Suite 203 " I '�-- 1 ,4 � I � 1- ,; ,, I 7 , ; �, -,� J ,-,�,i L�­ " I � CqRRIDOR 1�-� , 'ri'l; I 1, �, � 6 -9 L, ,U� � kz, I EEE I " " 'r, I � I -J , I , � -- �� � Boston, MA 02129 j",' " ­?TT7-- 'fi MAKERSPACE J ; �i l. i T I �i I �Fj JL­i I � I �j - P-5 r - i4 � , 11 i �-, ,� I :1 . 1��jLj 11 ?� �! � ; I , � �­ � , , , : I ,,7--- - �� � , �� , , � I ;i ., , � .1 E�IKJ -, i � a�% ; , �� Acoustical Consultant: i j _ F, --t I I � , i r, -4, - 4 11 r'. i I I I I - .:1 � I _ -1 � i � T11-1 I I - � j it t i­ , :--- - � N11 4 vi"'o fro% I 1. CAVANAUGH TOCCI ASSOCIATES # 327F Boston Post Road I I Sudbury, MA 0 1 776 Sustainabillity Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 1 0 Post Office Square, Suite 725 Boston, MA 02109 1 FIRST FLOOR AREA D PLUMBING PLAN - 1/8" = V-0" PROJECT TITLE: DENNIS-YARMOUTH � /' 0". - bi INTERMEDIATE / �Vak ,R r j, MIDDLE SCHOOL 3 / ?, /-z -z- 296 Station Avenue A/,,,, s,e- /4--) D South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE! FIRST FLOOR - AREA D PLUMBING PLAN I SCALE: 1/8" = V-0" , i Pol A 2D , � I I i I I i I I I V I I 111 , ` , , - - I T �,L - i ,� r. i I 1=,i llir�,��, I 1 �4��� - 11= 0 i- , � I-, It I - , I �1111 / I I t-�it. , i=�7- 1 �� - - 1 7, �-, 11: -I I �. ,6-- � , ,� 5 "i C + 7M 1 �.- i I i I 4 P1 I I 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 f T.2 t U,1 MEDIA CENTER B203 RD-1 (V.5 (4,207 SF) yf } Al SECOND FLOOR AREA A PLUMBING rl PLAN NO. DATE ISSUE SEAL PERKINS EASTMAN 20 Ashburton Place, Floor a Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT NO:71011 DRAWING TITLE: SECOND FLOOR - AREA A PLUMBING PLAN SCALE: 1/8" = 1'-0" Pm1z13A 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 DATE ISSUE NO. 3 2/18/2021 Addendum #3 8 iil 3!1l2021 Addendum #8 — I SECOND FLOOR AREA B PLUMBING ;) PLAN — ------------ 1/8" = 1'-0" 5" OD DN. �— 5" OD DN. I w,5L As e""" s— // C f 7 Z_ #-'*� SEAL A KEY PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: COW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 296 Station Avenue South Yarmouth, MA 02664 PROJECT No:71011 DRAWING TITLE: SECOND FLOOR - AREA B PLUMBING PLAN SCALE: 1/8" = 1'-0" Pw1m13B 100% CONSTRUCTION DOCUMENTS 19 JANUARY 2021 art a3 co FOUNDATION PLAN NOTES NO. DATE ISSUE „ t L� 1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 0") UNLESS OTHERWISE NOTED AS 1 03-01-21 Addendum No. 8 (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+0' - 0"). REFER TO -------- --_ -J {� ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM. _-� 00, 2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE t _ _ j / REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL T- - -I rt DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS. L 3. REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND V�. - \ ' GENERAL NOTES. iVVI \ 4. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR \ \ ; QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, f ? It ' WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. FOUNDATION PLAN LEGEND 1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE. 2. INDICATES REINFORCED CONCRETE FOOTING, REFER TO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. F O U N D A T I O N PLAN - S T A I R W A Y 2 ; K 3, Q INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON 1.1T 1 SHEET S-2.00 FOR SIZE AND REINFORCING. 1/4" = 1'-O" J 4. SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. 0 o K.8 22'-6" REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. 87-111/8, S.2 L9 26' 1 , 18'-6 3/4" 19'-8 3/4" 7'-9 3/4" 23'-0 1/4" 33'-01, 18'-0" 6'-1 1/8" M.9 24'-01/4 1'-41/4p 1'-41/4" 2,_0, O 44' 0" T-T" 7'-111/4 N.4 10'A 1/2" 14' 0„ O 1 4,-0' 25_8„ P N.9 /� 27'-7" �,JI i \4. 33 7-0" 1'-117/8„ 91, i J 1 �ic P \� 2 Wn ,) CONCRETE STAIR r 4 \, S-2.0 r 1 V �{I,��!T �` 1 \ �e� 8, f 5-2.0 TYPICAL FROST APRON SITE WALLS 1 i4 -y I I I3 L1. 1 0)(, J 2 YS-20 6 -4„l%)..`e g�-8- " , 5 2- LOADING DOCK WA LS 1 0 3 1 rn 4 T°=-1'-3-I- B.F. -5'_0" - J- Z---- _ _ w„ ' 1 TfPICALFR DST APRON L _ f T SLA -0 T.W. _ '-9 J E B T(". CONCR L--J /� L - I ). 1, 2 SMI.R 15 52.0 C Q1 C 1 QL� r 19-11 S-2.0 5-2.0 I 2 m S 2.0 / O I T.J. -1� _ 0,� T.P. -1".':0"7.' Ou 0 1 0 3 13 2'- 1/2" I `� � ,=. T.W. y w B,. -5' W B.F. -5`--W B.F. -5 0 I S 2. r / p is S 1 ` T.S. _ -1'-3' ®s II 1 t 1 g b2 SIMILAR I � T.W.-0 -9 - i T.W. A O& ' o r 1 «,. T.W. -0'- 11" 1 0 ®. - 1 7,_0„ ✓) 1 a w B F. 8' „ Jr-4 r - s 1 - d --" �J T.P. 1' D" 7 rt $ - `;.. J - ? - B.F.-S-� --- - 6' _6j 1 , i w 5 . -0' - 11 5 8' T.P. r ; I"I z 1' - 0" T i l T.W: -0 14 5% _ L J --- 1 B.F. r _ T.P.-1 _O,L J T.W, 0' --- 1 Q D T.W /8" I�C Q , i I _ T.P. 5, 1 C 1 T. P. 1 0 r _ B. -8' _ 6 ,'_ - T.P. 1 I �' " 4 1' _ 0„1 1 _ L_ T.W. 0' 9" I (T.P.-1 _ Q (' B.F. -5' - 2' . - - 0 B.F. -5' ,. ®�, ,° ' .. 1 .' :4� 52.0 IB.F.-5'_0"I J 1� 1 -' T.P. 1 STEP SHELF DEPRESS SLAB (-7") SLAB 1- T P 1- 0" DEPRESS FOR FLOOR FIN SH8„) �``^� I ©'/ t SLAB ON GRADE T-P. -1' - 0" ' ✓ E FOR FLOOR SINKS 5 b DEPR S IONS NKS , T CONCRETE IC. B.F -5' - 0" _ � ` 5„ THICKNORMAIWEIGH 2.9 WELDED WIRE FABR f I' i 'z S Z.0 w 3 SWITH 6x6 W ELEV J EINFORCED OF SLAB ELEVATION = (° "0' 1 r _ - - -c o _ P o m ( O a , 5' 7" ) 14'-S 1/4, 7 8" 10' 8" 5'_4" 9'_8" I TO ' ` \ i "w , � 1 - - - - - - B.F. 5' 0 I ( I C 1 I - r � 9 1.:...,. 21 g 3/ 2„ L _I- J 3' 7' O� 82.0 �J 1./ifJ C 1 1 -1 . 1 $ . - t ..- a T.P. 1' - 0" 1 I `..A I ON GRADE F I 1 ----- B-L 40 B.F. 5' OJ L J 1 N I DWIREFABRIC r� _ _ ----^- --- -- ' WEIGHTCONCR ETE SLAB - - _ ' NORMAL ' In WITH 6X6-W2.9xW2.9 1 S-ZO 1 ---- -- -_ -- -- '- ----- 9 I lREI OF SLABELEVATI GREASETRAP PITS -_, ---- Q 358 ." 1 i rss 64 i S c,W F 1---VPW 1 ,-. TP 1 -p'� T.P. Ot' B.F:-5' 0° - B.F'*0" -J ( 1 x m o? 2 B F. 5' 0 ;' a ( r 1 r` r 7 1.11 f'- ------1 r r -. I 1. 1 ) 8 .-5,_4, WPO 3'0" `-J I I ¢, L-j *v j ,� , lei`*+ N I. I iL- L-J V _ 1 - - O 1 1 b5 Q •._ ' ....o I T.P. - _ p„ - - - 1 ' 'L . T.P. -1 - 1 I I w NDWALWEIG14TONCRETE SLAB ON GRADE t 1, B.F. -5 - 0" RE I F CED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC i - ,, 1 ,Q SIM. DTL. B.F. -5' - 6 1 , V - _. L- - y B. F. -5'- 6, z z 1 TOP OF SLAB ELEVATION = (-) 2' - 6° I - r 11 I t 10 ©Q _ .� r - i- 5�" )z I I-. ,. ,, • `- � � : " 171.00° 00° ..-1 1 1 , 31-.- -� 7 II TYPICAL FROST T .P. T_0, i �L72.00° B.F. 6' 44✓' - ' a0� Q - T B.F. -5, _ 011 - - ) 1 , APRON ,_93/4„ `'[. 4 0 6 r _0".`; T.P.-1'-0' L_-L aI ` ,`1 r"-_,-----.-.-..-., (" __' 1 t"L-- N �► \ - V�� J� ..1 b6 TP.100 B F. 5' 0" 10 B.F. 5' I L - I -' 1 1 t / - a ' „ I f` - Z� L F -- _---- -, _ ,+ S-2.02` I c 1 TOP OF SLAI ON GRADE ELEVATION{ 5-2.02 00 J L J CC 5, T.P. 1 0' AT LANDING = (-) 1' - 314 I a , �. �„m -. � - - - » - � U�L �J ..-"'i �' 1 1 T.P. 1' _ 0�� 6'-4' �G 3"THICKNORMAbWE ES GR,�INFORLED. �J _„��' "1 1 B.F 4'-0" 1 / %, GRADE 1, 1 1 '1 B.F.-5 -p, TO- (4C�FS �YtS t1 AT10 = O 5' - 4„ - ' - 10 1 +7" l C CRETE AB O FABRIC. ) 1 ; 1 6 w Ui �+\ ORMA ED ,� T.P� 0" I 1 � \c�• � , •--- � 5-2.0 J 1 1 0" t 4" THICK— LWE16H 2.9WE W1R NG 2 6 _ L f - _ _ ._ .- 1 J _ ((;�� B.F. -5' - 6" L WEIGHT I j 6� REINFORCED WITHO, 6g.9x CERTE T I 1 r O `' 1 1 I TE�LAB ON GRA y 1 1/ 6 FOR TOP RCHITECTURA �N 1 5-2.0 I \�' J� TYPICAL WIDE x 8" DEEP HAUNCH 12 " ' 1 5' THt DE d m i FOOTING ER BEARING WAL S i 1 ^"`..I S2.D �� CONC E W2.9xW2.9 1 1 r - WITH 6x6 70P OF SLAB REINFORC D b7 sr I _ _ _.-....-.-.-. „�.,,..- WIREFABRIC. -r, E DED ) ` a 4 0„ 4' `-' °.� ` i OFS BELEVATIONs- I ; _---------- - L _I " TOP o I I h � _� � __ oo y '' -J v I - L' I 4 a s/8 , x " _ 19'-s / ° -20'-4 7/8° J L- ,J L--J ' 1 ,, W rT.P. 1 0„ 1 TP.-T_0" C L 1 p 4 11314 �00 M OO , w B.F,-5'-0" y I - b9 _ 1 B F. -5'- 0 P. 1r- 0" .R 1 0„ 1 � ,�`, : � �O° J: / / - ' Nc�. ,, A d o r B.F. 5': 0" F -5'- __� _ - - "- „ 0" `�' co � ! B.F. -6' - 4" -' - - , 1. � ,� _ -/ „' ` 1 ., �---- - 1 6 T.S. = 1.3 i . 13' 1 7/8" 8 7 t ` \� \7/8 1 - --- } t_ -- 1 L sp O� SIM. DTL \� 1 , 1 I h. f 1 J TYPICAL S 2.0 V g" - 1 1 1 T.P. 1 0' - - rI . 1 i `�>> l 1 ® c .1 ► = B,F. s o' I I L J -2.03 i 1 1 I 0� b1z O 1� r o S.F.4'-0'1 1 - 7 r s b10 T.P 1F 0" J - - I - I _ b 5" THICK NORMAL WEIGHT CONCRETE SLAB ON GRADE I +2 o I I � �n 1 1 +11" 10 1 { D' Op 1 , q o - - n _ 12. REINFORCED W TH 6x6-W2.9xW2.9 WELDED WIRE FAB - - - - -=1 1 \ 1 1 1 �o B 1 0 6 -2.0 T.P�-511 flD b11 _ _ i • • - 4 _ _ \ SIM. DTL J - ` ` TOP SLAB ELEVATION = 0'- 0' n 8 I C? SLAB �- 1 v> r B.F. 5' 6" - - _ ! • f ., -I (- _ - -1 I ,y � ^, ..B.F..,-A - 0" _ - -I N -- T P. - _ p- �_ _ „-, .� - ,.• __----,'.-_ - N - r _ ' BE 5' 6" - - - - I. _I L�-J L JO �° I L=1 1 N rn i _ UU - •"• - i -1 b14 C B.F. 4' 0" I -1 I 01 g 2„ I ' �Q' -_ '- ' T.P. 1 0" l,__:_- r -_ _ _ ••• N r Q1 - .-, ' - \.+ , (p' N 1 -'; B.F. -5.- 2 _ -r.• B.F. -5' _ 0,� I T. 1 D" -- _ r ��• B. �. -5 - 0" - N � - ,� 4'-0" - ' - - y - "; - - . -_- _ - - - �--^__ - _-' �--__ �-. �,• _-,_,_-_.--_ ------"-" - `�- � I I- -- ; bl3 _ _----- -1 j 1 f .�P 1 _ - - -�`-` 2„ �� 2 2„ 1 8 - t 1 _---•'T'� _ 1 1 ss. T.P. l'. - 0" B F -5'-0""- - - OIL - ti 10 .L J T.P. 1 0"N T.S.=-1'-3" -, r""-1T.P.-1'-0`'��,� -� T.P, 1'_0"- B F 5 011 T. W 0 9 ,I. I B. F. 5 _0 T.P. -1' 0" 1, B.F. 5' 0:, L -' T P.. -V _ 0" --t-' r I DEPRESS SLA (-1' FOR WALK -OFF MAT , -_ _ _ _ _ '--, � � � - -- '�",-` a M 1-I � �_ _ J_ - , �'1 i✓-� I,,,I b17 T.P. 1' 0" 1 o 0 , -I L _ - �a) T.W. _ - c ----- T.P.- B. - - r "` ; ` _ _ „ � _ 1'-0° - - - - - - - - I T P 1 0' � B F 5 0" _ - o T.P. C 1 B.F. 5' 0° _ r 1-1- 1 1 I I 1 T. 1 0 _ -1 L----J �- �' - __- o.� ®w „ ." D 1Q I �r ': i'4'-.B.F,.s�!­B­­- • "` S 2.0 L -1 I I 12. b13 38' 1/2' _ = k L- -J { �� RADE T-4 1/4"-. 1' 2 1%4' S'-4 7/16" t C� T CONCRETE SLAB ON FABRIC. AL WEIGHT 9 WELDED WIR 4' THICK D \NI H 6x6-�N2. 2"1 15. � Z REI FORCED pF SLAB ELEVATION = (- I I TYPICAL FROST PRON 5-2.0 TOP y 20,_10 9/16" I 'as' -10 9/16 vA „ I I " -1 32 1'-01/21/4 K 2 , � t � 14'-7" S.1 J 43,_6„ I i 16'-8" 15'-5 3/4" I 53'-2 1/411i; L I LS -2" 19,_p„ S.5 j r--..• - S.8 27 7„ u4� OF a a MgSS4 KENNETH P. N v � ANDEr�SON �, C STRUCTURAL m q No. 49D 4- 9��qF j P A SEAL C }_ 1 PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 r _ F +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL 7CHOOL DISTRICT 296 Station Avenue ff South Yarmouth, MA 02664 1 Owner's Project Manager: -. PMA CONSULTANTS f 35 Braintree Hill Office Park, Suite'300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive 94700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327E Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FOUNDATION PLAN AREA- A f 8. T.3 T.2 N.4 8.00° U.2 ,1 SCALE: As indicated 18'-6 3/4" 19'-8 3/4" 9'-2' 95'-11 9/16" 10'-0" P 23'-9 1/2" 24'-2 1/2" W V.9 V.5 V U T.8 Q P.7 N.3 M.S Sw1x11A FOUNDATION PLAN - AREA A 1 CONSTRUCTION DOCUMENTS JANUARY 19, 2021 FOUNDATION PLAN NOTES 1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+0' - 0"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM. 2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND GENERAL NOTES. 4. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED, 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. K s R L.6 FOUNDATION PLAN LEGEND W V.9 V, V u T.8 T. T S.2 K.8 1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE. 18'-6 3/4" a'-8 3/4" 32'-2 1/4" 33'-0" 11'-0" T-O" M.3 26 11 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE L.9 ON SHEET S-2.00 FOR SIZE AND REINFORCING. 24'-0 1/4" 3 Q INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON SHEETS-2.00 FOR SIZE AND REINFORCING. M.9 NA25'-8 4. » r xF.-: SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. 5, 00 0 0 m N ZD m ti 0I0 i I 9 I I I I P N.9 I i PA27'_7" S.1 20'-10 9 1 i 1 � 5.5 I 24'-4" 5.8 b1 IF-1 T.22V-9 1/ 151-5 3/ � 1 _ y 14 P7 T15 S-2.0 121 - t i ♦ .<• i I 1 520 tt - - f_ _ 8 b2 S _ b3 1 rj N CONTINUOUS PLATE EMBEDDED IN CONCRET WALL I I I i I 1 POCKET WALL FOR BEAM BEARING - - 8 TOP OF FRAME SLAB ELEVATION (-) 0'-3 5/8" I i I I I 1 S-2.0 CONCRETE FOUNDATION WALL b4 S .0 S-2.03 1 W8X21 \N8 21 1 ---"`- W8x21 1 W8x15 W8x21 • 1 OPENING IN FLOOR {/ r 2.68° 5' 4" bs SLAB OWGRADE ELEVATION (-) 2'-6 CONCRETE STAIRS Oi - '. p O p ui - - - - - p O O O o _ - ' � O ^ p - b6 p W8x18 W8x18 p _ 1 p O o ( - 1... i i i 1 i I i O p O p 9 O 1 W8x18 vV8x18 O S-2.o2 O O O 1 10 O p p O N IV 10 O 1 W8x18 : W8)x18 �O S-2.0 O a CONTINUOUS 3" WIDE x 1/4" PLATE, TYPICAL AL O O o p O'O o o_ DECK BEARING ON MASONRY, ANCHOR TO BLO O O W8x18 �� 0 1 12 Wgx1 O p WITH 3/4" DIA. STUD ANCHORS. 8 1 1 b7 p 1 S-2.0 10 m - - - - - - - - - O O O p o p 0 O N b I i i 1 i i I O O O W8x18 O In ui a - _ _ a, 8 18 W8X18 CONCRETE 1 FOUNDATION WALL- S 1 8" CMU BEARIN WALL, TYPICAL REINF. WITH # 4 AT 48" VERT. 12 BALCONY FRAME- W8x18 1 GROUT ALL VOIDA SOLID. -3.1- ` ` CFMF FRAMING, L AD BEARING WALLS B LCO Y FRA (OS 4000) - I W8x18 - S b11 ,.....�+ - - - - - BALCONY FRAME OPENING IN FL OR _ 1 8" THI K HAUNCH SLAB 1 W8x18 S-1, TYP CAL 4 1/2" CONCRETE SLAB REINFORCED WITH 6x6- 2.9xW2.9 i 1 -_ _-----'"--- ��,•.�"'��! ._....------'""- WELDE WIRE FABRIC OVER 1 1/2" -18 GAGE - COMPOSITE STEEL DECK, - _ -` ,,,• 71 (TOTAL INIMUM THICKNESS 6") BALCONVFRAME - - ,..r/'�"�• •r _ _ OPENING NFLOOR 15. I I i 2 1 i I 1 - - - - - - It b17 I I i 1 1/4" 9.8 NOTE' pOF BEAMS, 43 6 STEELR ECK, L.6 L AND TRUSSES NORTH OF .3 L.5 NOTJ LINE K SHALL HAVE 0-HR STEEL ROOF DECK, BEAMS, K OF LINE RATING (NO FIRE PROOFI ANDTRUSSESSOUTH OFED 1 27'-7" KTo BE 5PRAY FIREPRO NA FOR 1-HR RATING. 18'-6 3/4" 19'-8 3/4' 9,_2" ' 95-119/16" 10'-W P 23'-9 1/2" 24'-2 1/2„ NO. DATE ISSUE 1 03-01-21 Addendum No-8 ••v �ZN OF Mq3 aaa S t'� �cHav KENNETH P. o ANDER50N ai v STRUCTURAL 9o�gF 1 P� A SEAL D C N B 4 KEY PLAN A.A PERKINS- EASTMAN 20 Ashburton Place, Floor 8. Boston, MA 02108" T. +1 617 449 4000 40 F. +1 617 449 4049 Owner. DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical/ Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE MCGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 - 6:9 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FIRST FLOOR FRAMING PLAN AREA - A SCALE: 1/8" = V-0" Sol A za FIRST FLOQR FRAMING - AREA A 1/8" =1'-0„ 1.12 JANUARY 19, 2021 T.STEEL FI_EV. = 15'- 16 K SP-02 JOIST LOADING DIAGRAM 1/4" = 1'-0" J.6 NO. DATE ISSUE FRAMING PLAN NOTES 1 03-01-21 Addendum No: 8 SNOW DRIFT SURCHARG 1. BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB 303 PLF C19 ON GRADE ELEVATION (+0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF BALANCED SNOW LOAD STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE 110 PLF 30' _g ELEVATIONS WITH RESPECT TO SITE DATUM. c 17 2. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 5") FROM TOP OF STEEL ELEVATION DEAD LOAD 1 c15 12 0 (+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB 165 PLF ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS. EXTERIOR WILL FINISH C13 30'4b23 3. ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL b22 b24 BEAMS UNLESS DIMENSIONED OTHERWISE. FIRE WALL 4. REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT Cll 30 "8 DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS. S. REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS. 2 C9 30'-8 H 6. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. 1.22 1 H.1 7. THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR C 30,_8" -3.09 LOADS INDICATED ON THE FRAMING PLAN. C5 - a. THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY 12 0 THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE _ S 1� FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL W14X26 - BUILDING CODE. b15 MIS .. S_1.2351.226 C • b. ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED 9,-6„ S 1.226 - r_ _ 14 / 5-4.01 CAPACITY OR, OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. -_ iD i W10x 5 2 SION 701NT EXPANx S-3.09 _�- W 10 x 5 b25 b28 b29 b30 t-1 b33 66 / S-4.02 2" S- .09 - 10'-2' 25'-11/2 25'-11/2" 25'-11/2" 19'-01/4" 1/2" 1 2'_0" W 14 x 6 - - - -- - - - - - - - - - - - - � H.5 vV 14 6 S-1.23C 12 / S-4.01 L5(V) x 3 1/2 x 5/16 SAFETY RAIL POSI SUPPORT 2 H a15/S" _ -EA /•'4_01, S-1'Z2B W 10 x 115 TYPICAL COORD NATE WITH IL P ST LOC TIO S. 5-3.0 S-1.23C 2 EXPANSION JOINT 1 21 / S-4.01 L4(V) x 3 x 5/16 F 1 MEAT ROOF DRAINS (RD) AND H.1 5 1.226 p W 10 x 15 5-3.09 OVERFLOW DRAI S (OD), REFER TO TYPICAL DETAIL. 1 a, m io. W 10 x 115 � iv x - J b12 b14 W14x26- -_- (+1") W14x 6 (+1' W14x26 (+1") W14x26 ) L5 LS L L o LS o L5 b17 b18 b19 b20 b21 W 10x j 5 0 1 N S 30 1 N U �U 3 H OF M4Ss�0y e RD 0 10'-7 1/2" 21'-8" 28'-4" 28'-4" 19'-0" 20'-9 1 2" 14'-8 1 2 N 0- 1 o LS 1 o LS 0 0 �° KENNETH P. �s / 16 / S-4.OT J / 2„ 1 0 O I - N - ^ - - '�" - - 6 't I 3.06 0 ANDEi1SON W 1 0 x 1 5 1 N N N N N m L6x4x3/8 L6x4x3/8 L6x4x3/8 L6x4x3/8 m No No D N N N N S7RUCTURAI ,y O O O O O O U N 6 O O 2 W 1 4 x a a _ LS Y,r Y LS d 5-3.09 2 o o X 5-3.09 ll / S-4.01 L4 L4 1 1 1 8 L6x4x3/8 L6x4x3/8 1 1 1 1 1 1 1 QO L4(V) >5 x 5/16 TYPICAL 1 b ti SEAL m W lox 1 5 W 1,0 x 1 5 °-. 1/2" D EP - 18 A - ALVANI ED WID RIB STE L DECK �3� w1 m o 1 1 = 24 / S-4.01 1 1 3" y Fh t. x x -- -- 4_1 - + -- -- -- - -- - -- -- - -- - + - -- - -- + W8x18 5`� J.6 5-1.22B CONCRETE HOUSKEEPING PADS, a W 1 x 2 6 W 14 x 2 W 1 x 2 6 W 4 x 2 ( + PL.40, D NOTE: S-1.21A W 10 x 1 5 S REFER TO TYPICAL DETAIL W 1 0 X 1 5 BP 1.7 STEEL ROOF DECK, BEAMS, 5 S-3.0 m ND TRUSSES NORTH OF 5-3.0 SPRAY APPLIED FIREPROOFING AT�NDERSIDE OF S + m SHALL HAVE 0-HR ( STEEL FLOOR DECK TO PROVIDE 1-HOUR RATING. 5-3.09 -CP 3 r, C I 5 CONNECT W8 LIN EL 5-3.0 INO FIRE PROOFING). 1 5-3.0 C0 K _ W16x31 - - - - - - - - - - - - - - - W16x I2 k [30] z&k 34k W21x57 [16J 43k ask �W21x57 y[27 ask W18x40 [16) W18x4p - TO STEEL COLUM uJ Vf16x31 [24] _ K A x g 18 K•1 8 3, 1 / 5-4.01 1" SLAB DEPRESSION T ROOMS B 09 AND l o N B210 F R FLOOR FIN H. COORDI ATE a� -K, BEAMS, S 3.04 4' 0" T. LF t W14x22 JTH OF LINE 1 W 1 2 x 35 WS 18 W8 18 24 ] WITH A CHITECTUR DRAWINGS PROOFED 1 I m ui i PERKINS KEY PLAN 1 ZI) 3'-4" x i% :� .1a m 6 a a a m n m m tW8y13 W8x 3 W14x22 S-3.0 ii a ii a W8x13 W 18 �i U V �; 13 [241 o EASTMAshburton Place, aAN V1 or 8 O o O O .� .-� % t0 •-i S .� = O lD la O to W 8_ tD N r x o x x ^ x ^' io m `^ m :«.: .. 13 ^ `-� za m m �. `� �o ^ N ^ N r, io N - �, 11 I N 1 `r Boston, MA 02108 t0 l0 N X W X O� x OJ x W in x x 00 x 00 x d- x m k- I / i ;�\ N 16 1p N la N d. a N la N W d' 'o L W 14 X 2 2 -, i T. +1 617 449 4000 m x .ti ti �. `. �. r, .ti u H ti ti .� .� ti ri N I I I (,., F. +1 617 449 4049 S-3.04 1 OPEN To t / � � s' 's � � o ''� m � � tis � � � � I 37�" � r [ 241 N vi BELOW 00 Owner: W8x13 Cn DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT W14x22 1 8x13 296 Station Avenue N W8x13 �® 3 1/2" NOR AL WEIGHT C NCRETE SLA OVER 1 1J2' DEEP - 18 G UGE - GALVA ZED [ 241 South Yarmouth, MA 02664 1 4' COMPOSITES EEL FLOOR D K REINFOR D WITH 6x6 2.9xW2.9 ELIDED WIRE BRIG o O 1 W x 3 1 X ELEVATOR H W 10 x 1 5 o Owner's Project Manager: -10" SHAFT cNi PMA CONSULTANTS m Y 3 J 35 Braintree Hill Office Park, Suite 300 W16x26 W14x34 W1 76 �^ MW18xW18x50 W18A 10x50 Braintree, MA 02184 [20] 32k 38k 47k 52 411 52k y W24x55 i.n i.n w �n in in m tin m �n - a I N .-� .� _ O .-i .-i. .-+ O ti N O .-�. .-+ ti a x Civil / Site: ,� L4X4xl/4 x O x x x m x x x m x x m x x x v d 1 x 0 X 0 0 0 3 _g' o 0 0 0 0 0 0 0 6" 0 BEAM I x CDW CONSULTANTS, INC. F RAM E. m 4 / 5-4.01 1 1 00 S' 's 2 ~'s PENETRATION n 1 W12x30 W18x46 W18 46 W18x46 W18x46 W14x2 N N 6HuronDrive O w 1J_1�4w [ 241 I� _ Natick, MA 01760 o WSx15 "h ti W 10x 1 OPENING o *ti5 w 1S x 'm Landscape: w �m q_4TRAVERSE LANDSCAPE 1 1 14x 2 Providence, RI 02903 L.6 150 Chestnut Street, 4th Floor 1 U 1 6 x o o a 5-3.07 m ti N ` 3 �` 4 N a t 5-3.0 m Structural. y`\ � S-3.13 1 O P E N T O \ S 3.1 1 ; a �LL N I 1 .0 GIRARD & CO 8 E L 0IAI, W 14 x 2 ¢ '� 'C° x 10 Waterchase Drive #300 M.5 - - - - - - - - - - - - - - - _ M Rocky Hill, CT 06067 [24] w w _ o 4� W 1 6 x 7 7 � ' N d Mechanical 1 Electrical: 1 [36 ���((( ( = GARCIA, GALUSKA, DeSOUSA, INC. ] MISC. STEEL STAIR FRAMING (050001) N � 46 k 3ok 2 .'� "' W 14 xZ `v ( O0 North Dartmouth, MA 02d747 W 5 0 Gp �e S-3.13 5 [ 24 a I X I - M.3 Plumbing I Fire Protection: 33 k 5-3.1 N � � io r 1 7/5-4.01 34k VV 8x50 vQ `" („iD-, VAVINTERNATIONAL 1 48k Off' W 1 4 x 2 " s x 400 W. Cummings Park Drive #4700 Woburn, MA 01801 1 1 N m 3 112" ORMAL WEI ONC W 18 x 3 5 55 k G 33" 157" 24 ] 0 o ti m m x COMPO ITE STEEL FLO R DECK ETE SLgg VER 1 1 W 1 8 5 34 k 10 g U a 031k v x 1 o vxm" ti N 3 W8x15 s' a n X,-. `° INFORCE WITH6x DEEP-18 AUGE-GAL y '� O a Theater Consultant: THEATER DESIGN 2.9xW IN/ZED �_, W 1 S X 5! W 2 4 x 5 5 z 48 Fair Street, Suite C3 3 ti N X t 2.9 ELDED WI EfA6 8/S_ 0 4ok a j 1 N N R/C. ' 4.01 s ' = Cold Spring, NY 10516 1 OPENING x v za I --::/ 1 w -, v w x N cp 6" 0 BEAM 0 w ' 10 W 14 x 2 2 'm CRABTREE McGRATH ASSOCIATES N.3 0o s �� x y o PENETRATIONI_ Food Service: 5� �' 1 Y - - - - - - - - - - - - - - - N 161 West Main Street N.5 r 8x15 0 ' a °? �� N 10 Georgetown, MA 01833 1 T _ 3 y 7 16x100 _ f o� ^ W14x22 O FF & E: 3 N.4 _ W 1 [ 12 ] 5 W ' \' �' 3 m [ 241 75 Lowell Street N 1 55 k 5 k o c 3 N ~ POINT LINE SPACE 21 k _ x m p I 15 Carlisle, MA 01741 _ !77 6� Envelope Consultant: N.6 0 > �m - '> W14x22 m o Q - W18x35 [241 m RJ KENNEY ASSOCIATES t g ~ p�J N o 36 k W 2 1 x 4 4 - _ x N 72 Washington Street 1 1 3 p N m m o L, - x `r � I-�' W ' � - _ Plainville, MA 02762 rn °} v' ' 18x35 � W21x68 W14x22 O 0 N o x O^ m ti_ m o I [ 67 ] 69 k ( 24 ] Code Consultant: N x x x y> 3 x x n x ° ' 1 1 R.W. SULLIVAN MA AN�ENGINEERING N P.7 N ti N N "' 15. 9'-5 1/Z" ~ ,-'+ -, ry h "' ti --. N t N f w O1 m °1 5-3.06 529 Main Street Suite 203 6'-01, 00111" z M 9'-5 1/2" g 5 3 sy r N �ro x X x o _ m W14x22 1 A m O x Sp+ 4 9' S 1/2" 13`- 2 v H v N o N^ [ 24 - CAVANAUGH TOCCI ASSOCIATES Q �Acoustical Consultant: 43k 16x77 v u SS�J4 0.+' 53.07 0 ' 3 N v N w N.7 HGB100 0 o QO �5S J4 GT�T3 ' Q 4 112" j v - N I 6 ; 7 2 0- 6 327E Boston Post Road Aa JQ J 13 41 ' x S� W14x22¢ + 7 4 S-3.05 m cc S-3.05 S- OS Sudbury,MA 01776 m N g_ 0 rn N 8 x 5 0 QpS �m Lp ' PEN NG 5 1/2" S-3.10 JQ [ 24 J S .06 002 X S 3.0 o 9'- ¢ 00 ti 1 - .-, �-, x n 1 8 x 5C' m 5 2/2„ 1 LO" G,o m ,,, W 18 x 3 5 W x 3 X to Q+ 9 9,-5 T [ 1 m THORNTON TOMASETTI 1 to x ti G 3 /2" 3.07 00 Sustainability Consultant: 0 W18x40 4 W16x31 +PL. W16x31 +PL. P o x H S - - P.1 386 Fore Street, Suite 401 I 6* Q g W 1 8 x 3 5 WSx18 _ Portland, ME 04101 r 03 ° n Wi S 2 W2�lx3 W18x35 s W18x35 y q P.2 6 x W12 " 13/S-4. x 8x50 0 TpT 312K3 +PL sS o Ol o x o " W 1 +� 6 vQ .07 1 22 / 5-4.01 3 18 K 7 1 18 K 7 x 5 Sev for Consultaft HENNESSY GROUP io �' f- 3 ALV �' H ,._, 0 p ,,, I 1 ' m A 1 2 K 3 I - + AO N 10 Post Office Square, Suite 725 •43.09 O x x s x u 8 x 5 `0 i Ef 11 s 2• +� o 0 0 12 x 3 1 1/2" EEP _ o x v S 3.08 x S 3.0 i co rn 'L „� yr 18 AUGE o x 1 2 K 3 18 K 7. Y 18 K 7 [ 1 w .,a 8 °0 rn N o 12x o o x t W 1 2 x 3 5 WIDE R B STEEL o x m x x RD m m 1 I o ° n ' o[ ' ' - P.4 Boston, MA 02109 S-3.0 x X z z I in S� �-+ �n r, ,y N io z ti 1 2 K 3 J` o 3 o OD 0 3 3 0 x -x� o ��� o�t X 7 x 1 2 K 3 x 18KS ®OD x fro 18KS '{- 1 yg+ W 2 x Z v 0 RD 3 v d S 3.06 ti o RD O c0 0 6 26 o H' W12x35 HL- 1 'S w I W 18x35 A 1 x 12K3 � � 18K3 � � 0 18K3 -��- - P.6 3.0 0 a W N PROJECT TITLE: �2x26 m Q o 12 35 1 DENNIS-YARMOUTH I 5-1.22B I c' � � o o H � W I � � ( I � 18K3 � � �� �] 18K3 ] ] 5-1.21A x u 2 5 I °� 5.1 - - =2x26� W'1gx ' I x 1 INTERMEDIATE / x n 5 18K3 18�1 ) S3.04 m o OPEN TO 12 2 u 0 0 0 ox = L3 J 18x 5 JI 1 I i 18K3 I ] ' S MIDDLE SCHOOL BELOW 8. 0° 5-304 L3 u W18x35 53.0 7' 10 Io 114" E 15'-6114" W 2xzs 92s 1 1 19/s_4.o1 - - 286 Station Avenue 0 a17 141-5 1/2" CAN tL. 1ti�x OG✓O/ 5 3.04 _ P:8 -8o N a18 s, s 1/2„ South Yarmouth, MA 02664 T a 19 .� I a20 a21 a22 -5 1/2' S'-71/2" r P.9 L3x3x1/4 DIAG. BRACE PROJECT No: 71011 a24 22'-9„ AT 72" o.c. (OS 1200) p a25 a26 a 11'- I 8.00° DRAWING TITLE: Y a27 41/2" SECOND FLOOR 8.00° 20'-111/4" 3'-111/4" 6'-8" I 1'-8" 16'-91/2" 25'-11/2" 25'-11/2" 19'-01/4" 6'-11/2" rnl a29 2 -O al S 5 - - a30 b21 b23 b2 25 b27 b28 b29 b30 b31 b32 b33 FRAMING PLAN AREA - NOTE: 4`-9,, B NOTE: NOTE: a31 a) STEEL ROOF DECK, BEAMS, AND TRUSSES STEEL ROOF DECK, BEAMS, AND a32 E 10'-9 1/2" SCALE: As indicated WEST OF EXPANSION JOINT/FIREWALL TRUSSES NORTH OF LINE K SHALL HAVE p ALONG LINES b24, P.2, AND b26 TO BE b26 0-HR RATING (NO FIRE PROOFING). p N b11 b13 CDN SPRAY FIREPROOFED FOR 1-HR RATING. Sml 22 B 6 LO IN Z ici o LOW ROOF FRAMING PLAN - AREA B� CONSTRUCTION DOCUMENTS 1/8" =1'-0° 1.22 U N JANUARY 19, 2021 ti m op C9 0 N d5 26'-8114„ ' I N - m[ 81 ` W 21)(` - D.1 A 1 P V W 18x35 JJ a °x' m SION J 1NT I I iz N m N rn 2 i x 4 4 IL EXP AN 30'-011 N N rn 3 6 161 -. 3 No x m 361 W 16 x [ 13 / S-4.02 S-3.11 rz v m A °XN' ° W2gx48 [ - W 16x31 (141 _ w 5-1.24D00 ? N m p W 4x55 [521 ��� A `� ice! m N rn c N m S-1.24D ..�� T m N X 51.23C m ° 4 [ 101 _ S-1.23C °x° W 1 6 x 3 1 A v v N n W 21 x 4 _ 6/ S-4.03 [ 14 j m m ^ L6x4x3/8 HUNG LINTEL ABOVE Nrn [181 N m 1 W 21 x 4 4 EXpAN510N JOINT 2 ^ D➢ AND BELOW FLOOR FRAMING J 321 _ m LEVEL. PROVIDE L4x4x3/8 L6x4x3/8 HUNG LINTELA80VE AND � VERTICAL STRUT AT 48" o.c. MAX. N W 21 x 44 [ 341 W 16 x 3 6 [ .-�' S-6.00 BELOW FLOOR FRAMING LEVEL PROVIDE W 16 x 31 ] 11/5-4.02 [14] m N = D L4x4x3/8 VERTICAL STRUT AT 48" O.c. MAX. O D.1 W 16x31 o 3 S-1.24D 00 m `$.�_ •...���� �� S-1.23C W 16 x 4 5 w [20l 5-1.24D v 5-1.23C 0.x w F 4 X �, L6x4x3/8 HUNG LINTEL ABOVE w m O S-3.0 AND BELOW FLOOR FRAMING 14 / 5-4.02 m < L6x4x3/8 HUNG LINTEL ABOVE Ln W 16 x 3 1 F [ 14 ] LEVEL. PROVIDE L4x4x3f$ 4 r N AND BELOW FLOOR FRAMING N W 16 x 3 1 " VERTICAL STRUT AT 48" O.C. MAX. m o 7 x 1-, LEVEL. PROVIDE L4x4x3/8 5-3.04 - 27 k (14 ] -n n n 0o m VERTICAL STRUT AT 49" O.C. MAX. W W l N 4 W 16x50 o 5-3.04 (22 ] a o W 6x31 27k D.5 -► 4 0 27 k [,14 ] 12 / S-4.02 5-3.0 � L W16x31 w 26 [o 14] W16x36 1171 c2 c6 co C8 c9 c12 13. c14 A26k CC C 18 X G 30,_8 3J411 N 301_81, w 121_01, �4,_811 36' 8" 301.811 30'_81, 15 / S-4.02 1 0" 30,-811 w N HUNG LINTEL (HL) TYPICAL WHERE W SIM, 3.14° 1 1 nN W 16 x 3 1 . NOTEDREFER TO ARCHITECTURAL W 12 x 19 1 -� 0 9 S 3:1 S-3.10 S-3.10 L1 --- [ 141 >�o DRAWINGS FOR DIMENSIONS. �05 [ 101 N l o 1/ S-4.02 2/ S-4.02 Q 0 o HL HL HL HL o W21x44 W21x44 W21x50 [37] 55k [12] I 41k YW21x50 47k [14) 43k [241 x 58k 56k W21x57 [471 587 44k x W21x57 Y [36] 85k 45k Y W21x50 .Y 43k y W21x50 [361 46k 43k y W21x50 [36j I N I 0 PITCH SLAB O FLOOR DRAI JS, TYP. ' 11 it it it IU IU II 11 II it u I II II I II 1 yr �D a �D io w 1D ,,D w iD to _ �D d" N^ �D N Q3 N QD N �D N N iD ,_.., N tD _, N �D ,_, N �D •_. N m ,_, N iD _, N �D ,_, N ,_, W 14X22 N^ I N ,.,., N ,_, N ,..., N ,_., W14x22 I x. x `� x x ,_, x ,_, x ^., x ,_, x x �t x d- x v : x �r x x x x lD x lD x p x x x x x x d- x x y. O a N N lD d-. m N to tD u lD I lD u lD u l0 N lD N l0 y O u lD N lD �. O u u I a DJ V3 N lD N lD N lD N l0 N lD N I tD u tD u a ° ° I W8 3 W8x13 x13 3 N N N N W 8 13 iD N io IN 3 1 2" NO MAL WEIGHT C NCRETE S OVER 1 1 2" b P -18 GAUGE - ALVANIZED r No I COMPOSITE TEEL FLOOR DE K REINFOR ED WITH 6x6-W2 9xW2.9 WELDED WIRE FABRIC. m I W24x55 'W24x62 I W18x35 W30x90 W24x62 W24x62 W18x35 1 N W24x6 SSk [491 70k 65k [541 71k [141 47k [28]. 47k 84k [861 89k 65k [541 71k 65k [541 71k [14] 65k (541 n 1 v n n00 00 w o 0 m 0° m x -, S-3.1 % - / co 00 0 o �. ,�+ m 1'-11 1/2" 10'-7 1/41/4" .. ,� i . W 10 x 1 5 W12x19 BRACKET �-+" (-T-23/4") '> W10x15 0 W1Ox15 a o W12x26 [16 rn rn m m m m m rn m rn m m m rn m m rn rn rn rn O a m x x x x x x X \ � ti Z ti % \ X .-I z x O X O O O lD tD t0 O O % lD N N m X X 0. X N `y m N X d X N `� N .-I 01 x ELEVATOR N ci e-I N N N .--I N ,-i N r1 N e-I N ti N N N 00 O N H u N ci O] O N `-1 c4 u X o0 SHAFT ci. a - `>H ci ""' ri '>y ti `-' ci "' H c-1 " `>i `-V " c>-1 .-i .-i .>>-1 N X C, STAIR OPENING 1 1 1 W1 x15 W12x35 W Ox15 1 W10x15 W10x15 S-3.1 1 _ - 41.11, 12x3 ~� n 2-8 1 3_10° L X 3x3x1/4 HANGERo ti ox N v 3> W24x62 1 W1 x35 It W24x62 W24x62 W24x62 W24x62 W18x35 ? W24x6 - - W24x55 [34 64k 71k y[54] Y 65k [22] 171k y[541 s 65 �66k [501 66k 71k [54] 65k 71k y [54] 65k 1 [12] 71k [54] IN L3x3x1/4 DIA ONAL BRACE FR DM HSS12 N (LOW) TO UN ERSIDE OF W2 STEEL BEAM. d I� \ 3.10 m m m m M m M M m m m m m m m m m M m m zt 11 II II I II II it II II II 11 Il II Ii 11 II I II 45 �r � O � N N ^ N x a x � x tD N �p N t0 NO. DATE ISSUE FRAMING PLAN NOTES 1 03-01-21 Addendum No. 8 1. BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' - 11") FROM TOP OF SLAB ON GRADE ELEVATION (+0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 5") FROM TOP OF STEEL ELEVATION (+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 13' - 4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS. 3. ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL BEAMS UNLESS DIMENSIONED OTHERWISE. 4. REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS. 5. REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS, 6. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. 7. THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR LOADS INDICATED ON THE FRAMING PLAN. a. THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015INTERNATIONAL BUILDING CODE. b. ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED CAPACITY 0R OF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 30'-8 3/4 E 3 / S-4.02 HL� W21x50 � L3x3x1/4 DIA NAL BRACE FRO HSS12 (LOW)TOUN ERSIDEOFW24S EEL BEAM. W24x55 (34] 71k 63k 1. N o I o x L3x3x1/4 HANGER W12x35 M112x35u 1 �/ m n S-3.1 1 N W 10 x 15 STAIR OPENING N No rn rn c. N O u W12x26 (161 1 a W12x19 BRACKET W 10 1 5 ^ (-T-2 3/4") x o x ^ x N .-I om Om xoo 6 3' 9" 1 W24x55 65 k 70 k 1561 62 k I_ I I 1 2 0 0 W O W IV; OF KENNETH P. °sue ANDERSON STRUCTURAL N ,p No. 490 q. 90�9F ! R A s SEAL �D Y f A B aN� KEY PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, FAA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager. PM[A CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, R1 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical I Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road North Dartmouth, MA 02747 Plumbing 1 Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainvilfe, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE; DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: SECOND FLOOR EXTERIOR SUN CONTROL DEVICE, REFER TOARCIIITECTURALDRAWINGS. FRAMING PLAN Y AREA - 30'-8 3/4" 301.811 121.011 30'_811 30'-8° 301-811 30'-8„ 12'-0" 30'4' 30'-8 3/4" C c1 c3 c5 0 c9 c11 C13 c15 c17 c19 c21 c SCALE: 1/8" = 1'-0" 10'-2" a)9 6 05 b22 oa 9, b15 b16 Sol �23C O N LOW ROOF FRAMING PLAN - AREA C 1 bz4 C� c`nv 1/8"=1'-0,1 1.23 z ui CONSTRUCTION DOCUMENTS wf �o �C,4 N JANUARY 19, 2021 jN N o \ I 11 I W14X22 I x u x 11 u X 11 u X 11 u X u x u 10to y x� ul W14X22 u I N I x u ,-, X N lD U LD X N l0 u X N tD u d X N lD u 7 X N l0 u X N lD u y X N lD u x N �D u ID X N 1p x N tD tD a X N tD d X N D x N W N W14X22 I % I tp • lD % N lD a N �D lD N ID N lD N ID N tD N lD N lD N I l0 I^ XO X l0 N lD I N lD N lD I N co m UJ N I 1 S3.1 I 5-3.09 -- -- - - ---- .-- ------- ------ ------ -.--� -----�- ----. --- --,.. --- ----- -_•.---- ------- - - - - - - - --- - -_--- -_---- _-..____ y t i m I 46k W2 X50 [36] 43k W21 44 [8) I45k W21x44 "36j ry 41k 44k W21 50 [36] 44k 47k W21x50 [36] 43k 45k W2 x44 [36] N 41k I W21x44[8] 47k + G HL +�+h0 �O JQ �O JQ 1 1 1 + Q 6+D+O o+ Z XPANSION 5� J 5 O 5 J S 5 a JOINT----- W14x2x� D 0 14 / 5-4.01 t 44k W21x50 [34] 44k HL- 6 54.02 / S 5 G+ QG 5 J HL _ G _ h O h O - O+�+Q� G+'+ems 7/ 5-4.02 1 0 a HL o - +y - +h 1 d+ O O+ e 0+� O� EXPANSION o o W14xZ6 S+� 5 J O J - _ j �J�J ZQ05 jQ05 `O �J �c `O �Q�� 1QOZ �QO� - x x �QO�� �QO'� �QO� �QO'� �QO�� 1 �QO�� �QO�` reO�--�eO�-----reOS vX W� ` `- - - ------ - - --- ----- ----� OINT -_- •-_-_ ••---� ----------- 15/S-4.01 1 5�------ � -- - ----'-- --- .--. --�-" -------- - -------• - - - - ------..-- ---------------- 1 --- -- - S-133C - - - 3 S 1.3 2 S-1.33C W10x15 5-1.33C 1 r 2 2 5-1.32B S-1. S-3 11 5-1.328 S-1.328 5-3.1 S 3.1 S 6 00 � y. x N 1p ----- 32B N lD x �} x N l0 N �D N 1p N O' W14X22 I' a � x� lD xi N COI I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ) --------1 -• � z °' I I t 5-1.51 W2 x 5 0 [361 43k 47k 21x50 [421 47k i - G+3+Q� 1 1 ��5 S'�J 1 I 1`'`' S'LJ 1 •T`'�05,�J t - e0--------------- ----eO--------- e------------1....� 3C 2 2 5-3.1 5-3.11 OP 0 m 9 E U 0 , CV M C O N N W 12x19 BRACKET (-3'-2 3/4") -- L3x3x1/4 HANGER a4 30'-8 3/4" 30'-7 azs ali 12'-1 1/2" 30'-7 1/4" 30'-8" 30'-8" FRAMING PLAN NOTES NO, DATE ISSUE 1. BOTTOM OF ROOF OR FLOOR DECK ELEVATION SHALL BE (+ 12' -11") FROM TOP OF SLAB 1 03-01-21 Addendum No. 8 ON GRADE ELEVATION (+0' - 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF STEEL ELEVATION (+ 12' - 11"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS WITH RESPECT TO SITE DATUM. 2. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0' - 5") FROM TOP OF STEEL ELEVATION (+ 12' - 11") UNLESS OTHERWISE NOTED AT (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 13' -4"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS. 3. ALL BEAMS ARE EVENLY SPACED BETWEEN COLUMN CENTERLINES OR DIMENSIONED STEEL BEAMS UNLESS DIMENSIONED OTHERWISE. 4, REFER TO STRUCTURAL DRAWING S-1.00 FOR GENERAL STRUCTURAL NOTES, PROJECT DESIGN DATA, AND TYPICAL ABBREVIATION SCHEDULE AND FRAMING LEGENDS. 5. REFER TO STRUCTURAL DRAWING S-3.00 AND S-3.01 FOR TYPICAL FRAMING DETAILS. 6. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. 7. THE FABRICATOR SHALL PROVIDE CONNECTIONS DESIGNED FOR THE BEAM END SHEAR LOADS INDICATED ON THE FRAMING PLAN. a. THE DESIGN LOADS INDICATED ARE BASED ON THE GOVERNING LOAD PRODUCED BY THE LOAD COMBINATIONS USING STRENGH DESIGN OR LOAD AND RESISTANCE FACTOR DESIGN PROVIDED WITHIN SECTION 1605.2 OF THE 2015 INTERNATIONAL BUILDING CODE. b. ALL BEAM END CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM FACTORED CAPACITY OROF 25.0 kips UNLESS NOTED OTHERWISE ON THE FRAMING PLAN. 7aLl 30'-7 1/4" 12'-1 1/2" 30'-7 1/4" 30'-8 3/4" v W 13 " W8x13 13a W8x13 0 x a x N to ti L3x3xl/4 HANGER W12x19 BRACKET (-3'-2 3/4") 1". H OF Mg3.ggcyG KENNETH P. ANDERSON N STRUCTURAL c q No. 490 4. 9o�gF P� A ww SEAL B Y PLAN PERKINS -- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS•YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: COW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence; RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 L6x4x3/8 HUN� LINTEL b L6x4x3/8 HUNG LINTEL PROJECT No: 71011 [ 14 j 1 HIGH AND LOW � HIGH AND LO � I i DRAWING TITLE: 29'-05/6" SECOND FLOOR 30'_D. FRAMING PLAN AREA - ii 11 JJ 11 D 30'-8 3/4" 30'-8" 26-8 1/4" 15'-11 3/4" 10'-2 20'-6" 32'-1" 29'-3" 12'-0 30'-8" 30'-8 3/4" SCALE: 1/8" = V-0" d1 d3 d5 d9 d10 d12 d14 d16 d18 d20 d22 d24 Sol m24D SECOND FLOOR FRAMING PLAN - AREA D ('1 CONSTRUCTION DOCUMENTS JANUARY 19, 2021 NO. DATE .ISSUE to G- y �-3O f .. rr ♦1 w �6�� 24 1 0.� D104 PED RESOUR ^ 8 314" -� - _.6 ' TOILET I �— 71/8" _ D117 SPED SAILS -� 6' - 0' STOR D108 GENERAL CR I j I t r PE1 D119 SPED TOILET IDF SECH D110 CB.41 GENERAL CR I ' o I 0122 D123 i SPED STAR11 Q SPED SOUR E D115 .w. D112 A) i �: 1 �V IC d 1 1� /`J'� ` 1/f D114 - U + 16 FLEXI E LEARNING I TOILET ; GENERAL CR -,_ O100q' SPED TOILET i D118 GENERAL CRC / -� STAIR D1 ♦ D128 TOILET D120 M r i �, 4► ��� 1'+ Z�uS �� �3 o ST•D1 o LEXI LE LEARNING r._ D133 s" o I K_ D OOB S DWORK r m `� ✓ 1 3 ��' SOCWRK OR TOILET Y I - - ELECTRICAL D126 FLEXIBLE LEARNING D132 GENERAL CR .� � ,, _ . , _. ---. D100C r � i ; $7•D2 _ /_.,, D101 D125 EMERG ELEC - _ I GENERAL CR D127 _ FLEXIBLE LEARNING •Ji, Q D103 D1,DOD �' t F'� �� [�, `•. GENERAL CR ��Vs, ^ •'\ ` 1 cV � �(�-V D405 GENERAL CR TOILET v t�� f ,l ✓ J ` D107 D129 1 0134 1 - 6'. 0. m Pie r. co mo J 9BLQ SCIENCE _ 7e IA SCI CR o 4010 elW "`` ) D109 41111ft _ T C CAMBRtoce �/� 1� G a15, r ? 3MA i t� l7 2 / D13a GENERAL CR GEN r �e g 1 � a� _ PEP i , ^ U3 is r�� _■ _Y D,09A \1a RAL C R OF �� t 4 J !J J d✓ ! RRID �� �Ilr a/ y �.. v�\ D�L �� �'�' '`b �� \�l �-p" iC1' �G,! `_� C1240�1 R �8. 4" ` SEAL a� � , >. Ca l...J MAKER SPACE AID �15 3p', D.o / r i C125 �.� WIXON COURTYARD D �� �I 7 0 1 C C9 CRT•2 0 3 2f 1, ,�@R+ ` J e .�i � ,,,.._ � MAKER SPACE � i R +. m' GENERAL CR 3 C137 so 022) / 6 e }}112 C102 r„ 1 (D24; u2, / ORRIDOR GENERAL CR - PREP (' _ 1 Z CJ �. C704 i 36'• 8„ i-_, C136C14�D.3 Lr F.4 ; �) TOILET UST STOR \% VEST / r o o C118 TOILET C123 TOILET D•`:` C138� / ✓ 1, C \ i,s 4 DOS 0 OILS J ' �•-- -3.0 C116 a i C120 C122 �3Q`-g-\ <r �- �, SCIENCE CR r,C1� �� � 1 � � `�+ � KEY PLAN C106 U i',- 1 t IIJJ ^ r i FLEXIBLE LEARNING '' TOILET �. " " P E R K I N S r� -,. ELEVG ;`- _ C721 EMERG ELEC GENERAL CR " a � (C2� i J �� ' ! C,27 ELECTRICAL ,' ", `� � ���C�J; EASTMAN .v� 1 i ! EL C4 V , C O8 mu, r� �� C128 r - Y `"..,(,,.d�-� 6 Ashburton Place, Floor 8 ,�... i ) � � 00 ��.. oston. MA 02908 TEACHER WORK 30'.8„ ` a -'' � �' „. -, izf % T. +1 617 449 4000 i F. +1 617 449 4049. IDF GENERAL CR GENERAL CR C130 TOILET C110 6'- I Owner: ^ r; C1011ELEARNI J' \� C131 TOILETp B, j c DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT / \ C1006 ." GENERAL CR _ \ C132 SPED RESOURCE 296 Station Avenue ' B2 3.: J ;. \ "` a a South Yarmouth, MA 02664 titer ti C103 �_. C112 ^ B3 j CC STORAGE SPED CC ti E �} (�i"� ' PED RESOURC EXIBLE L C114B /\ ! A N i COST STOR C114 / J Owner's Protect Manager: ' 615/;' - C105 OOC r ; C134 PMA CONSULTANTS 35 �2' -,- „ SPED TOILET CC MI 1 // KITCHEN 1p„ ! Cs, `� REA Braintree, MA021184ree Hill � 134 r rs,a C114A V (! J r o A119F `- ip ED RFSOURC ry Park, ` u' ,,f •, C107 HEALTH � \ , _, �' Civil I Site: STAFF LUNCH l f �'v " KITCHEN / 2 -- ! '` �1 C109 a' CDW CONSULTANTS INC. if A119E A720 _ _ 23 • �" i, t?5 ? -3 � �..-_ ;,�t � ` � 6 Huron Drive ? _ AIR C2 Natick MA 01760 WRLD LANG FL LEARNIN tl f� --3.0 - C100D t _ L.ti 1 2g'• " E ,, ._.. Q �� _ r )" ld' Landscape: S GRP i EL RESOD E j TRAVERSE LANDSCAPE o :> _ ,/' 150 Chestnut Street, 4th Floor SDA FRE R Z q C11 cv� .II,. L.9 � +�% � _ S `GRP 1 EL RESOD ' E � G M STOR _ 0 4 )... 2 9'. T, \} (� Q Providence, R1 02903 y C ry A119D; (8f2)?17, C135 jl V vQn �. L 1 __ 1`D t� C113 I Q l / i ..... 1 g �Q' � �9; ,, � --. `y ;;.F ._ . Structural: ' CORRIDOR; g `` - ! GENERAL CR / p' B11 (,;� ` ^ —� •• GIRARD & CO /� �l ve ,-(CF r.-' '` ., \. � � �► _ I C117 ,; ` 7 � 10 Waterchase Drive #300 A DRY STO GE STAIR Bt i � C11 ��'' Rocky Hill, CT 06067 A119C ST•61 S17' 1 ` C'� a \ ` p n ;. ` GENE CR y KITCHE �y tiA119 up ' _ C13', v Mechanical / Electrical: - � _ = � �- E �i� GARCIA GALUSKA DeSOUSA INC. w _, s♦ ? ' / M TTA HEE R YARD / 9 l , •:. �swt.� / ` 8, - A C SE COU T _ :� m / J � � 370 Faunce Comer Road q, i 61$' North Dartmouth, MA 02747 N.4) ;r } J A1198 CAFETORIUM ®. 4 v / / Plumbing / Fire Protection: y TOILET o C rf ,16 � ?g', /'\ ,, � / ! . _ VAV INTERNATIONAL / I C�A119A ! I\ ,; i IDF -. � / � � � � 1 400 W. Cummings Park Drive #4700 TOILET , A117A gt KILN B133A "1 l / i Woburn, MA 01801 ry ELECTRICAL ., ART CR f� v A118 6141 J 0 8'. H2$ n Q� 9, 82U \vim � � ,�' �., " Theater Consultant: M ry �' ' z•.; ,_i , .i.3 ; b CORRIDOR r i N B140 _J B134 . , 9 �iZ e ; 1 lT" 1 THEATER DESIGN r N.9 s -. 1/2n �' / _ C22 J i' l ) 2p, � •.„ -, � \,_� a 48 Fair Street, Suite C3 , '7 Ic P SCHOOL STORE7�, 521:' ; 829 o Cold Spring, NY 10516 a , >2 9S' �;' / Food Service: R � . � ,.. CUST WORK � ART CR �--y-C�_ T s �,_ At17 CUST STOR t I3+ CRABTREE M-GRATH ASSOCIATES VV /g� 1 t cd 8139 8137 T ILET CHAN G;R00 63 / ! ." Georgetown, West Main Street i VEST T LOBBY B131 ~ Georgetown, MA 01833 C A109D B101 6135 SPED OT 7/q ii3 1 �633� � I FF & E: 3.1 " EALTH OFF -' !y+ (\f./�, POINT LINE SPACE / n �/ �!' STAGE o q B �'`" 75 Lowell Street TOILET GY LOCKS ( Carlisle, MA01741 �� �y"V 1s. A116A 8136 r 6130 6129 OT $TOR ELEV 31 " , Envelope Consultant: 1 •,, ,<<. - , /,-, GN CHANGE HANG RO EL B128g' s` RJ KENNEY ASSOCIATES t\I ,i i 6129A GYMST R 7 n t 2 Washington Street AF STORAGE i NO OFFICE I WAITING B1 Plainville, MA 02762 A115 GEN OFFICE J j 6102 LOU I Code Consultant: 10�G /; ES '`.. �' / R.W.ENGINEERING J "t` A DITO M / r. 1 �_ 6103 / SULLIVANN G U , A 098 / / 529 Main Street Suite 203 F I VESTIBULE j S70R RSE O E U IDF: , a RINCIPAL WAIT � - - - / ,^ " / / / � ' � �y Boston, MA 02129 c ' B700 8706A / � r ;' .. � � � !. l 6104 COPYR 'RESTING �. ,- _ � ) � Acoustical Consultant: ,,. ., 1 :< d J.7 ; �� CAVANAUGM TOCCI ASSOCIATES U WATERIFIRE SERVICE j � r TOILE OPEN WOR 6112D WORSE � • / . J 327F Boston Post Road RESTIN B112C ,; J ` c Sudbury, MA 01776 ONF RM i/ iPRINC{PAL TOILE'.1 ' ll B119 0 6105 B4OS ;ROOK} -,, URSE STORAG A107 i T ST /. AUDITORIUM, � � � ' �' � � y r Sustamabthty Consultant. - i } -' ; B112F ;,B112H / r: h 1.� � > PSYCH B 18A ti 1 , 0 i ;, \ / � .:, l i � � THORNTON TOMASETTI q ' 07 x Jp' � IL T � ,61 ; r , . �r :r � C J �` / /386 Fore Street, Suite 401 M S, \ / / l Portland ME 04101 A109C d A112; � S ., �: � GEN FFI '; �. / a � , , >i � FJkM LEADS I CATION r< 0 C 1 i • ' - / �. / - \ 1 , GYMNASIUM - >.. r--. COPY RM 4 11 . y�23 " , • .i j (QG Elevator Consultan T SYSKA HENNESS Y GROUP R DO A1RECORDS 10Post Office Square Sutte725 Boston MA 02109 A20 B; %' L ,.., E I L A21j p„ do 6116A OPEN TOILET / W , EA MUSIC S >' A102 t r- >/2 PSYCH ,m , • \ PROJECT TITLE: 0 r ., s, s a L. ? C is A CORRI 5 i g' >/ , 6115 /:. co 3.0 DENNIS—YARMOUTH .A . � ,p ,� ' `•-/r' �l > x' PRINCIPAL:. VESTIBULE ' �/�F INTERMEDIATE / ......,ram\ Al . i 2. �.,., � , s 4>,2 MIDDLE SCHOOL >• ,., MUSIC.. i VESTIBULE S.31 1A29! /SRO OFFICE O t S1 L 2- ►( }} A100A B 3� �.. t �_, / / 3.1 TEAM UNIFORM it H px AUDITORIUM LOBBY \A30; B124 Z MUSIC ENs BLE i `: •� t 286 Station Avenue Lu 1� a1oD f E2� , HEALTH OFF ra 1 South Yarmouth, MA 02664 /'�� A10 A �� 2) IQ V .s j �AS > ✓ z �(1�>q" , 624 62 Aoa TrvEPE �ry� PROJECT No:71 11 , \ i MUSIC ENSE BLE `�• ° � 6125 -Vi'1 ; U t l 1 7 i,S 1 DRAWING TITLE: , F a �A •, MUSIC ,, � ; ,. , , ,-- � �` �2� � / 1) y � � YM LOCKERS (} _ OVERALL FIRST FLOOR '�PLAN i .9 f j(. cG, i o j6✓�'ZJI , .��' ' 2 Ac '�q' 8.g.. ,�Zo 1 0 ' a N.3�IV j�j ,7 J[ i Y' Xd CF r 3.0 - >q t L/�` 1 gb � - y"A1d 1 P.4� SCALE: 9/16„ _ 1,_0„ o `%� i ` o ' ; l /� OVERALL FIRST FLOOR PLAN t� 8 • �p- I �.dvAwl 01 „ �QC..�� A�a ti v.9 . /1r1s �1,�,/�� - REFERENCING VIEW: (1 d� Bsfi (P.7 o M - L 1 I�� a1dS, _ W j {fPry 632i b�- cv 100% CONSTRUCTION DOCUMENTS w I t j�; p•� J JANUARY 19, 2021 9; to N r f�1 6r \ C> ` as 14kS � � � C�+s�raow, GENERAL CR D102 �* Woo D8 J 1 (� \� _ 14 _ -- � 24'- 71/4" i 10 95, _8„ 6, 0 ! 0r7i 4 - 4 7,' 5,,, 24P4_ -, @< 0 NERALCR _ �r - 14'_ 3/4'— _24'•71/q Cn 0 0. :3 O Al --A (D (D '0 o O < Q pK V ) � �• Z Its 0 Q D 0 �® Z CD U) 0 ---1 `° —� C -0 _� O IT O < (D Q 3 Cr Ne - N � n M 0 M 0 O C n C C B.4 C I� d2 d4 d6 d8 dl5 d17 d19 d21 NO. DATE ISSUE FOUNDATION PLAN NOTES 1 03-01-21 Addendum No. 8 1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+0' - 0"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM. 2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND GENERAL NOTES. 4. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. S. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS, FOUNDATION PLAN LEGEND 1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE. 2. O INDICATES REINFORCED CONCRETE FOOTING, REFER TO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. 3 Q INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON SHEETS-2.00 FOR SIZE AND REINFORCING. 4. TT— SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. d25 f), /3 27-2" 61'_7 14' 4" 12 _4, 14'4" 1 161'_7" 1'-4 1/4" 30'-8 3/4" 30'-7 1/4" 12'-1 1/2" 30'-7 1/4" 30'-8" 30'-8" 30'-7 1/4" 12'-1 1/2" 30'-7 1/4" 30'-8 3/4" V-4 1/4" 13 V-1 1/4" 1'-1 114" 13 yy V-1 1/4" 4 13 1 1 1/4 t 1 l� W S-2.03 T.W. -0' 9" S-2.0 IJ S-2.03 (/� [r T W. -0 `' B 0Iru — — B.F. 5 -p„ 1- — (� 1 r\ _ _ y� — + r" T.S. _ -1'-0° _ I I I - /� _JOE L� T.P. I me __J i L_ I T.P. ,_0, T.W. -o _ 9„ L_ _J E 2 OIL_ T.P. 1' 0° I I _J I L____J I 4 L_ _J OE 0 T,W. 0' 9" L_ _J�� L__ _JOE 0 OD L�L_ B.F.-5'-0" I I _J I L T.P. -1 - 0 B.F. -5' 2 B.F.-5 -O" B.F. -5' - 4' 10 0 T.P. 1' - 0" B.F. -5 2" 7 3 T.P. -1' - 0" B.F. 5' - 2' 7 7 T.P. 1' _ 0„ B.F. -5' - 2"c� T.P. _1' - 0" 7 T.P. -1 0 -5' -4' c0 T.P. -1'- 0" B.F. -5'- 2"B.F, PS ETS 5-2.013 =-1'_3„ S-2.0 J n a I m m N °' � I CJ .., . CJ s E CJ n - 1 C9 u? S. 1' 0" _ _ _, — — —1 —I — — —1 ` T.P. 1' o" r- B.F. -5 _2„ I I-- I r T P 1 B.F. -5'- 2" I I I ► f I 4 I 1- 0" CJ I I CJ I I CJ I I CJ I i 1 1 E L_ I CJ I I E 1 1 _JOD L_ T.P. 1' _ 0 LTHICK I CJ I ., I CJ ( CJ I CJ Cl T. P. 1' _ 0, - - I E 1 TU _JOB T.P. 1' _ 0 I I = p' 2 "v M 1 J 3' 9 I ��Y� �� I i L___—JOO ILfI I-- i --� L____J I E 1 �JOL� T.P. 1' 0" I L_ I E 1 _JOB T.P. -1' _ D I L_ I _J I I L _ _ I I _ _ J 1 L_ = T.P. 1' -0' T.P. -1' B.F. 5' 2" B.F, -5' - 2' B.F. -5' - 2' T.P. -1' B.F. -5' _ 2" � I : I r 2'_3 , I r 1 j B.F. -5' 4' $: F. -5' - 4' NORMAL WEIGHT CONCRETE SLAB ON GRADE B.F. -5' - 6" 5-2.0 I I WELDED WIRE F = 0' - 0" BRIG - - - CJ IREINFORCED .... -. WIT 6x6-W2.9xW2.9 TOP OF SLAB ELEVATION CJ I..P. N N O� B J C1 T.P. -1' - 0"r _ O io 00 m m TYPICAL FROST APRON o 11 Q1 f o T.P -1' _ E..P,.u...�...._....,....�,.,o, ,,... " _.. __. .i ,. - DIA. CJ B.F. -5' - 0" - - �. 0 STORM SERVICE, - `T � , 2 ^ I m �..., r—� -- t , .,� a� s � T Jv,... 1 .�- �m +r-" r-- f —•`, --_ REFERT REF "1 I TYPICAL DETAIL I TYPICAL FROST APRON ti J I I---- I — , I I —� I F I -1 I �� ('-- I _, I r— I =, I r— I --t I I I 1 I r I FOR WALPENETRATION. I f-- °' Ci I I C cJ CJ u I I CJ cJ C' C-1 I I CJ _ I v I POI' 1° I I L----JO� I I F 1 I I 1 ® L_ _ T.P.-1'-0 �.. _ _ �I OLD I I L___ I I F 1 _JOD l i 1 L I _ J �� , . 1 T.P.-1'-0' L L 1 J Q4 I L----JO� I F 1 T.P. -1' - 0 �� 9,1 B.F.-5' t1 T.P. 1 _0, J T. P. -5 B.F. 5' 0" T.P. -1 0" B.F. -5' - 2' T.P. -1 - 0" B.F. 5' 4" T.P. -1' _ 0 m'®B.F.� - 2' B.F. - 0" ,�y l ✓ — — _ _ T.P. -V F. 5' - 6" B.P. -B' _ 0 4" B.F. -5 - 0 3' P) SLAB TO FLOOR DR INS I 1 o OF N V ,rl a CJ � CJ o Iin ( 0 op o �l� W 61'-11 /8" 1 113'-10 11 16" 96'-3 /8" V 11 o0 1 O`—' �2L O� p 2 _ _ _I0 OQ1 _ O� C 1 i _'I O� _ _ G Q4 OD 2 — r —I — — i T. P. 1' 0" —� i— iT.P.-1 -0 r f T.P. 1' 0, 1'_ �y _ T. P, 1 _0 T.P. 0' T.P. 1' - 0" B. F 5 B.F. -5 - 6" T.P. l' - 0"r — — 1 B.F. -5 0 I I T. 0 9" I I B.F. -5' - 0 T.W 0' - 9" - __ r--- T. P. 1 0' T.P. 0" T.P. -1' - 0" B.F. -5' - 2" B.F. 5' - 2' I I r 1 I I B. F. -5' 6 °' W. -0 _ g I I B. F. -5' - 2" B.F. r r - - - B.F 5 0" CJ B.F. 5 - 0' — _ -- — — — F 5 0' B r I I CJ B=F. 5' 0° L _ L 4 0" -I — — L_ f Q _J L_ —J rOQ1 T.P.-1�_01, I T.P. -1'- 0" B.F 5' -0'. i A 1 1 1 T.P. 1 0" i 1 PICAL FROST APRON 1 0 1 _' I 1 SLAB ON GRADE 1/2" S-2.0 B.F. 5- 0" i �\ �66 BASE PLATE AND (2) 3/4" DIA. EXPANSION ANCHORS, TYPICAL. 5-2.0 5-1. cn 1 ' o) l ° > } + l S-1.34D - 1 Z 8 SS-1.3"" 33`—C ---�1'r 1 4/ '+ 4D �11V ,di� 83 S 1.3 C ��� �� 4 1 � S-1.34D j 1 l7 U t' J z'_o" v 2,_0,; 2 p^ 29' 05 33'-0 5/16" x 34'-0" II 11 \ V-4 1/4" 30'-8 3/4" 30'-8" 18'-0 3/4" 8'-7 1/2" 15'-11 3/4" 30'-8" 32'-1" 29'-3" 12'-U' 30'-8" 30'-8 3/4" 1'-4 1/4" 27 '-2" &AAA pF KENNETHP. �Na c� ANDERSON m> STRUCTURAL .p No.490 Q. A sm SEAL Y PLAN PERKINS -- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Protect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. _ 6 Huron Drive 1 Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street DB Georgetown, MA 01833 FF & E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: B RJ KENNEY ASSOCIATES 5 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 C C) Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH D D.1 INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No:71011 DRAWING TITLE: FOUNDATION PLAN AREA SCALE: 1/8" = V-0" 01 d3 d5 d8 d9 d10 d14 d16 01 d20 d22 d24 Sml A 5D FOUNDATION PLAN - AREA D 1 CONSTRUCTIOND UMEN 1 J JANUARY 19, 2021 C F.4 C FOUNDATION PLAN NOTES 1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+0' - 0"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM. 2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWING S-1.01 AND 5-2.00 FOR TYPICAL DETAILS AND GENERAL NOTES. 4. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALLOPENINGS AND SLEEVES REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. FOUNDATION PLAN LEGEND 1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE 2. 0 INDICATES REINFORCED CONCRETE FOOTING. REFERTO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. 3, INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. 4.1 SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. 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No."490 R, 90�9R I P A •m SEAL Y PLAN PERKINS EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 ` Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Project Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape. TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, Rl 02903 Structural: GIRARD & CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Comer Road E 1 �J North Dartmouth, MA 02747 Plumbing/ Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 DEnvelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W.SULLIVAN ENGINEERING 529 Main Street Suite 203 F.5 D Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 GI Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL H 286 Station Avenue South Yarmouth, MA 02664 H.1 PROJECT No:71011 DRAWING TITLE: FOUNDATION PLAN AREA C SCALE: 1/8" = V-0" Sol A 4C CONSTRUCTION DOCUMENTS JANUARY 19, 2021 FOUNDATION PLAN NOTES 1. TOP OF CONCRETE SLAB ELEVATION SHALL BE (+ 0'- 0") UNLESS OTHERWISE NOTED AS (+/-) THUS FROM TOP OF CONCRETE SLAB ELEVATION (+ 0'- 0"). REFER TO ARCHITECTURAL DRAWINGS FOR REFERENCE ELEVATIONS RELATIVE TO SITE DATUM. 2. CONCRETE FLOOR SLAB TO BE 5" MIN. (U.O.N.) OF 3,000 PSI NORMAL WEIGHT CONCRETE REINFORCED WITH 6x6-W2.9xW2.9 WELDED WIRE FABRIC. REFER TO STRUCTURAL DRAWINGS FOR TYPICAL SLAB ON GRADE DETAILS. REFER TO SPECIFICATIONS FOR UNDERSLAB SOIL PREPARATION AND VAPOR RETARDER REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWING S-1.01 AND S-2.00 FOR TYPICAL DETAILS AND GENERAL NOTES. 4. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR QUANTITY, SIZE AND LOCATION OF ALL OPENINGS AND SLEEVES REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. FOUNDATION PLAN LEGEND 1. REFER TO STRUCTURAL DRAWING S-1.01 FOR COMPLETE ABBREVIATION SCHEDULE 2. O INDICATES REINFORCED CONCRETE FOOTING. REFER TO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. 3. A INDICATES REINFORCED CONCRETE PIER. REFER TO SCHEDULE ON SHEET S-2.00 FOR SIZE AND REINFORCING. 4. — SHADED REGIONS INDICATE DROP IN TOP OF FOUNDATION WALL. REFER TO FOUNDATION PLAN FOR TOP OF WALL ELEVATIONS. H.8 T o II ( N\\-1 TP•,- ,-0„C.J.±REINFORCED ITH 6x6-W2.9 WELDED WIR FABRIC. B.F.-5'-0`�--. 1TOP F SLAB ELEVATION - 0'-0"r- a � >5OI _ _ 8� 8,C 0 C.J. `f-.`— ,C 1 .J.I1 -111 P.-A: 0� � C.J. � �,, ,> �► � T.P. 1' 0"C_ -- OD L_'.F* 5' ',._ ,,.,. � � -' B.F -5t 0I _ _ T .22B ��� S-Z.0 v `... `_ _ L .W. -0'"©T.P 1 0T i t B-5' 0 ( 1.21A -1 2 i 7 o 1 [ p �• a T. P. -1' - 0" 00 m rn I I ( 5 0 OL J S-2.01 L _f- r- tv1j �/ }(J 1 B. F. 5 - 0" T.P _1" _ D', D 1 B.F -5' 0 _ g T.P. D° C T. W. -0' 9„ ! 9,, oo OI J T101/4" l B.F. 5' 0" OL� B.F. S' 0'� ", I-` T.P.- - _ cn 15, /4r/ �"�ft r T.P. 1' 0' C _r i 1 B.F. 5' - 0" MI I, I I .. _51 � � �. �.�( } �,J � � s ' ��'•I��jn 5-2.0 BF.-5'-0' � �. � _ 1 51J I N �I i a17 a18 /2 15'-pr' /2 B.F. 5 0' OQ _ P.8 T.P. 1 P.9 a19 a20 3` 0" 5` 71/2"' 3' 6" pE N . I —r i H II i �d1 '°�°��, ,✓�� � �� 19 -j3„a23 a24 � r r b23 b26 b27 1 75; 4' 8 1/2° o 12n 1V-431 a3225a26 j 8.000 24`-10 1J2" 25'-1 1/2" 19'-0 1/4" 6-1 1/2"M0 a27 a28J -a29 b29 2 b33z a30 b21 b24 b25 uJ ,- FOUNDATION PLAN - AREA B ?� 1��) •1 cn N r N b11 b12 b13 b14� CiN NO. DATE ISSUE 1 03-01-21 Addendum No. 8 �W `10 OF MAS °�a KENNETHP. ANDERSOIN y> STRUCTURAL q No. 490 Q. 9°�9F t P A • SEAL 101 �� V �'AN� KEY PLAN PERKINS- EASTMAN 20 Ashburton Place, Floor 8 Boston, MA 02108 T. +1 617 449 4000 F. +1 617 449 4049 Owner: DENNIS-YARMOUTH REGIONAL SCHOOL DISTRICT 296 Station Avenue South Yarmouth, MA 02664 Owner's Proiect Manager: PMA CONSULTANTS 35 Braintree Hill Office Park, Suite 300 Braintree, MA 02184 Civil / Site: CDW CONSULTANTS, INC. 6 Huron Drive Natick, MA 01760 Landscape: TRAVERSE LANDSCAPE 150 Chestnut Street, 4th Floor Providence, RI 02903 Structural: GIRARD $ CO 10 Waterchase Drive #300 Rocky Hill, CT 06067 Mechanical / Electrical: GARCIA, GALUSKA, DeSOUSA, INC. 370 Faunce Corner Road North Dartmouth, MA 02747 Plumbing / Fire Protection: VAV INTERNATIONAL 400 W. Cummings Park Drive #4700 Woburn, MA 01801 Theater Consultant: THEATER DESIGN 48 Fair Street, Suite C3 Cold Spring, NY 10516 Food Service: CRABTREE McGRATH ASSOCIATES 161 West Main Street Georgetown, MA 01833 FF&E: POINT LINE SPACE 75 Lowell Street Carlisle, MA 01741 Envelope Consultant: RJ KENNEY ASSOCIATES 72 Washington Street Plainville, MA 02762 Code Consultant: R.W. SULLIVAN ENGINEERING 529 Main Street Suite 203 Boston, MA 02129 Acoustical Consultant: CAVANAUGH TOCCI ASSOCIATES 327F Boston Post Road Sudbury, MA 01776 Sustainability Consultant: THORNTON TOMASETTI 386 Fore Street, Suite 401 Portland, ME 04101 Elevator Consultant: SYSKA HENNESSY GROUP 10 Post Office Square, Suite 725 Boston, MA 02109 PROJECT TITLE: DENNIS-YARMOUTH INTERMEDIATE / MIDDLE SCHOOL 286 Station Avenue South Yarmouth, MA 02664 PROJECT No: 71011 DRAWING TITLE: FOUNDATION PLAN AREA - B SCALE: 1/8" = V-0" SmI A 3B CONSTRUCTION DOCUMENTS JANUARY 19, 2021