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0265 COMMUNICATION WAY - Health (2)
I - f I I III i l I ii h � Y 4 Y. f r Z 0 0 0 0 0 h ` P 0 0 _ as as s v z 00U) Cl) � r m 0 ) r O L L L 'I N > > > N 0 W O I Z N U C Y (0 3 N I PREPARED BY. 1MG DRIDEX, r VERDANT � 1 . Cover - LANDSCAPE ARCHITECTURE SUBMITTED FOR APPROVAL. 2. Pool Layout Plan Ir 318 HARVARD STREET 3. Detail Layout Plan L-1 X l' BROOKLINE 4. Detail Materials Plan L-1 A i '+ 617-735-1180 4 CONTACT. KATYA P• D IADLO 5. Landscape Details LD2 O S m � 6. Landscape Details LD3 WITHE. 7. Floor Plan - Garage - Part C A2.00 IN ASSOCIATIONg c � as 8. Exterior Elevations A4.02 _ The Architectural Team 9. Bathrooms - Amenity A7.30 3 c� 617-889-4402 = O •- Pesce Engineering 508-743-9206 cc z U N O ^^L LL I 4 � d t _ t C dVIN 11V130 100d 33S CPI y• r 3. 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T . . . ; . , , _ F PLAN CENTRAL COURT SCALE: 18"=1'0" 1 SCALE: 1/811 = 1' - 0" 0 2' 4' 8' 20' Project Number: 14149 WN o, Issue Date: rI March 15 2017 rZ coy T Q Cm Sheet Number: N N Q n0 = g aM = _ Q -Q - Im N N II E LM L� W r - - - - 1 '. ,,r ��, I - t - I r Ir - �11- I -- - -..__ ____ __ --_. -..__--- - -.. . - - --.. _ -. - I I - _ _ - i � � _._._..._ -- -___ ...___ _' - __. - 1. _ _.__ .- _.... -..__ - y_. -, I I II� i I i I i \ 11 "� "I I , I ! i 76. 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II II 76.43 f I,.V �.�. the a rch itectu ra lS tea m .�. (((((((((iP )))�) 011 AR� �.IIR�.,,,I,"C,", I,iI," ,�,.1�N,1 J',I�E.-IiI:,I,O,"I,t, 'm S-S- A\�" \1�-2 T-�"TI',""1�,'I1t VI�vI ,",,,,."� ��A,, -,,f/1 1./AI/:.�1. NG The Architectural Team, Inc. TW 76.00 50 Commandant's Way at Admiral's Hill . Chelsea MA 02150 I T 617.889.4402 1 F 617.884.4329 1 4 Semi-Circular D laid Stone Wall www.architecturalteam.com LD2 l Maintenance Stri 10 7 48" dia. 'Bolus Decor' 02011 The Architectural Team, Inc. LD1 c LD4 Firebowl, th ip tablet , see ecific ons \ 6 . 0+ 6 13+ + Consultant: i I l °' �• - - __.1_ - IIiII - - - -- +< 64. I 64. I3 64. I 3 i 64. 13 I /-17 64.07 ( , - -.. - 1 see Civil En . Plans for com lete radin , I : 64 a 13 63 ......... ... .. _. .... .........._... . .,..._._-... .... ...... .9 .... _. _._....._..... .. _.... . drainage end utilities plans, . ..................... -.... L........._._ __.._.. .... ............ ........ _... - rYP i max2% plant bed LANDSCAPE ARCHITECTURE i ° 4 Inte Integral color stam p ecl + I , S C.I.P. conc. seatwall with Veneer 318 Harvard St,Suite 25,Brookline,MA 02446 __-- ---- +63.9 i LD1 conc. paving, typ. j 64.05 1 64.05 , j LD2 tel:617.735.1180 k i max.2% I ! max.2% I email:bh@VerdantLA.com Irrigation sleeve web:VerdantLandscapeArchitecture.com .;1.,1.1-.-1-1 I... �I,1... ��I --..\ -. r' 30x30x30 'Sorella' I la3 reach .� K x _.._ -- - - - - - ---- -- ......I.- - Concrete Pavin w pa ng t Planter,;typ. ----- 1 _ _ 64, belo vi o ReVISIOn' .�....�.--..-.----�i.I..-dI i.I,-.F-�.,,.I�.I.II.-....-...-.I�-�1��,,I��11-..-.-.-�..1...t;::.-."...;.�..::-..:...�....:;.L!I.\:..:.I.1I..0..-...-.�.,....1-I4..I-5�1IU.5..�I�+I;��I-I�I..I;;;I�I..-YI;II;�,I13............\.---..`--.I.----..7::�:.,;I.....I.:.1..-..-...Ii..i:..I.�I:..�...0.1.-..--.-..-.....4.]...-....-+.--1-.iIf1:,.,"t.',.�tI7..1.-�i.�I,��I[.1z�I Z:'-.-.-.,.I...'.I.--...,.J..=-.--�.-.:i.;:.-IiI:I..'.....-.I..1Z...7/-II:II.�:.....I 1.:1�....-T I I.-1 2%-1 I,I-1..-.1I.I.�... 1Ir-IC�..���,.,..I 1.I��1.--�.�I.II.-1.,.-.�I.���-.:..I..-I��I,I I.-;1III� 1I-�1- �I.I 1�,.1.I,.1.I.1�11......-.II....I.I.I.,�I.I:..�II-.I�1.-;;.':.:.1.I.....- .,I-..... 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Y,K �i r , 1 x fir: Y G-r Y=� �. ✓ r ly,�y�A 11 8-3-18 POOL PERMIT SET ;�-yC'_ L -�5, y�:-:i >L C�,� 1 , .,- ':";< LD3 and .Pergola �y�' s Emer enc Ph �r, }r^, K'::; � tip; ti Yeti e, 4t 32 ------ --- -- - g on oolside ��i. f (ryy ;-- ---- LD3 lawn ti . �f ti r Y K L t K > Y r ,,- - �,-r• ,,i , e :i i ,ram ......... .-.......... ...... ......... _ .. �y >< .9 t ;-� «K< K ` L k _ _ - - Y - --- Arbor at Pool Ent w 5 lawn �} Y J5 plant Water plant 0 LD3 3' w. x 6' ht. plant bed bed Wall bed solid wood board ate Architect Of Record: II _ _ _ _ _ _ _ _ _ g 1 5' ht. solid wood board fence, LEGEND. 4. 13 P Iant bed 64. 13 lant bed P LD2 Bird feeders x 2, _-- --__ ---..------ -------•+-.�' ........ . ........... - - AD, connect to lumbin , see MEP tans see specifications - """'� 3' w. x 6' ht. 1 Water Wall - C t P 1 f�• solid wood board gate LD3 outdoor showerhead, see MEP and Architectural plans oncre a avi g LD1 16 6172 ---- - n IL D -. �....... ................. ..........__. :r ... .........t.... . ._...._ .........- -. ....__........a .... ....._ ......._.. ....... . ............. ................... ......... ........ ... - y�Y + LD1 6 62.90 1 Concrete Pavin , w a u ehicular Concrete Pavi g LDS S vvc t joints typ { 6 .9 V n fi ....... --- 63 0 ----- - N �" -D--a-b -bye---- --------- ---- --- ------- __-i-------- --- - -- ----_ - - -- Shower Roof �1.. 6 9 I i LD3 A D plant bed I LD1 3 9 , ; 4 / .. s Crushed Shell Pavin 63�0 1 '�" tD1 I ' i Concret avi g awcu j rots LD1 ,, with metal edge 63;90 6 .97 �i ,, t ,� ..... e n s to ...I.I...-..I. .,"-.I.�..,I II1II .�...-�.-.I,.,.-�6.�.M�-I...I.�.�.'I..---..R<..I..i 1. 111, -..1,�1,,..-. .I--..zi.1:. _.._____ __-____.. _...---- plant bed �. � ," .�\ I �?I-�..I.�:..1.�..I.�.-Ii I.I Il l�t, --:.:1..+...��I,.......-.I11 1iI.1I�1.-.---.-I----;:..�-6..II;�I���e�I II.z�� T.���...7.. ....1..�..1.1 AJ.�.ziI3i 7--..,,I,.-1.-%�-,,.\.'AI,'>.(,�.,. -....,".\-...�..;.-;..-,..�-I .�...irJ,�II�--.-..�...-..-.-"..--I.--.�.,-.,.;. -IiI�,.i ii .........-...�.-..-....-.....+.-....-..n.I..-.. ,-...-.�.�..1,.�.-. .�,I,'�.,'.',\. ��I�...I.I 1 I�.:.. I. II .. II 5 " j Stamped Concrete p 63.50 , 62.66 _____. -________ '__.__... __.._._ __.-�_.r._.- i I lao +59.97 1 I - 17 63 90 i ^ �' S Drawn: KP - ---- o 3.5' depth _. . .. _.. _TD--alp he - -------- � Sta Stamped Asphalt P $ LD1 S x5 clears ace for ADA ortable ool lift, � ' © POOL rrtax'2% A lift see approved shop drawings W Checked: BH max.21 h- 97 s _ X ________ 4 Unit Paving - if required X _. Scale: AS NOTED lawn -4' depth water level at -4' depth 0 ......... .. .. ......._1 .... .....1....--...- I „ 63.47+- ...... 12 co in , r : cf cobbles- i Key Plan: plant bed , if r q fired lawn i I .G_., Lt: ar a Sail Shade, 11 2x 7 width la lanes , - --. -- + : LD4 ....... l............. + ........ I �,66 59.47 59.47 Granite Curb i + ; _ _, I , 63. 0 I ' I lant bed ........ ... ...._ .. . ... ........ ---_ - T P 6 97 ! 3------- a Retainin Wall s 2 rt 3' w. x 6' ht. plant bed t LD2 Sloped Granite Curb 0Dylaid Ston s lid wood board gate 63;90 I - ---------------------- ---------- ----- -- ----- - --------! - - ---------------- - ------ 1 , tyP• 63�75 - D g ,� �-_ 1 5' ht. solid wood board fence _ _ ,, . 6 0 3 90 LD2 - 1 p Maintenance Stri Concrete o av`n p 39 10 . --- -_. _ _._ _ LD1 0 max 2/ 11 ranite curb LD1 D laid Stone 2 lant bed --Sawcut Joints„-tyP -, - LD1 I + _ I Retaining Wall LD2 Y I BW 63.90 W 64. 10 i BW '64. i Crushed Shells , F + + T - - : W _ _ Pr ct . lawn -- me: _ lawn r y - -- lant bed T - � _ ,... ... _.;.. Reinforced Turf-if r ired : . - 4 q r T __ � _L. - .�- T _ C 66. 0 + VILLAGE . + _ . 1 , eu . _ + ¢.. _ - �- . . s Crushed Shell Pavin _ . . : L_ D1 7 w th metal edge e _ , _ g , AT. Bmax.5% Flu h s Gr ni;_ a to Curb BLE _ _ _ Crushed:Shell Pa in , �_ LD1 ;. ii'leadow LD1. with metal edge' ... : + f _ - _ �_ __ t - - _ _ g- : . - .d ... ..... . .. _b.. ...i.. ...... .... ....... ...:... ... ....- _.1... ..:.. ..... - ;.. {... _ _ �- - -- _ . - - - = , Fence __ _.. - + + + - - T ... . Y _ :._ r - - : - { + ..1... ..._ ..... .:. __.. _d.. .... ...i.. ..d.. { ..p... .: ..{_. ...i... ..�...... .i.. , _�... _J- _t_ ._ .b_ _.. - . ..Y - w. _ _ _ { + - : + - -- - d_ WAY ,. I + -- - - - - - - _ .. . , I - W a _._.. �._ T -.- _ - ..._ _. I ..... ._. ardrail see Architectural PI + _ T _ r - - + ans , w _ _ . T _ _ _ BARN STAB L , MA r - T � � _ + + + I- r + + + + - T T -Pendant Li ht, see Li, htln Plan, t «. . . t __ - + f . + - - - - . - -� + Sheet N .. _, ..... ._.. . + - - - ame. . - .. ..... _... ..... 4, . Rt T __ i e ami all & Seawalls - r - + + g D r - - v �- _ �_ T r r - 1.. +.. + f : - : f , I : 1 T f- ., a L _ DE _ : : - - . L ..... .. + Bench , __ _.,... .. . .. . RIALS �. - � LD4 - __. _ T - - - + ._ __ _ � +^ - PLAN CENTRAL COURT SCALE: v8°=1'-0" i 1 SCALE: 1/8" = 1' - 0" 0 2' 4' 8' 20, Project Number: i Ew 14149 -1 - 'I Issue Date: � o c- Z 00 Q March 1 5, 2017 N m CV Q I I = ! Sheet Number: 05 Q � > -CU 0 0 L ■ L= f . I I i Arbor above at main pool gate not shown 36" clear opening Continuous Cap 6 ht. gates to pool; 3 clear width , at pool; provide shop dwgs 468"max. n Fence post, I x5 cap fastened for gate, hinges, and latches. /1Z p w/ 6D galv. nails Cast Iron Peep 8 wide number and I g i spacing varies - at pool gates; omit iron 2x4 rail w/ routered tat peep at dog park edges fastened ❑ keyless ate latch and lock Y g w/16D galv. nails the architectural team installed at exactly 48 AFF o -r N L❑i POOL "' I x6 ship-lap 2x2 end cleats, ea. side �� L o- board fastened to post & rail Q- CAPACITY tv (U 4-1 i ❑� XX TBD: Pool signage: 'max. y with 16D galv. nails d-a PERSONS pool area capacity ° o I o The Architectural Team Inc. o XX people', see specs for -1 a I x6 ship-lap board signage materials; insert fastened to ea. rail 50 Commandant's Way at Admiral's Full Zo 4 number as per TAT approval. with 1 3/4" aluminum Chelsea MA 02150 screw nail finish grade T 617.889.4402 1 6x6 wood j post F 617.884.4329 finish grade 2x4 rail 2x4 rail w/ routered wWW.archltecturalteam.COm j I edges fastened w/16D galv. nails 02011 The Architectural Team, Inc. IIIII o o � IIIIII � Illo o crushed stone Notes: o I=1 III Consultant: . Provide shop drawings for gate and hardware Notes: I. contractor to provide shop drawings 2. Refer to specifications for material requirements IIIo o I I—I 3. Keyless Gate lock/latch shall : 1 ) III compacted subgrade a. Be operable with one hand and with no more than 5 pounds of force b. Not require grasping to operate III , ,III;,I (=1 I-1 I1 VERDANT � c. Not pinch or twist. min. LANDSCAPE ARCHITECTURE 4. Cast Iron Modern Casting available at King Architectural Metals 45-808-CI Wood Fence 318 Harvard St,Suite 25,Brookline,MA 02446 SCALE: 3/4"— I '-0" tel:617.735.1180 email:bh@VerdantLA.com web:VerdantLandscapeArchitecture.com Wood Board Gate - Height and Width Varies 3 SCALE: 3/4"= 1 '4' Revision: 1 Addendum 4/4/17 6 CONSTRUCTION DRAWING SET 7/14/17 11 8-3-18 POOL PERMIT SET 5' ht. wood fence at pool area, beyond, not shown retaining stone wall, see notes and specifications finish min. I' 18" min. Eyelid style recessed light, see MEP plans for grade conduit and wiring, see lighting plan itch to dr in - II1=1IMII- min. 9" 11=1I11-11M I--III-1I►- � Architect of Record: free-draining I — ravel II I= II — mortar between stone to stabilize wall - g I III I If II 111 II W rake back mortar neatly !I=1 I I=1 I W finish grade, see materials plan I I11111111 I 4" perf pvc pipe slope to r= III=1 � - �_I11=III=III—III daylight or connected to __ =1I :III—I11=1I1-1II—I stormwater drainage by —)I I—III—I I —111I Civil Eng. compacted crushed stone II I I subbase x L: _ �IIII _ compacted subgrade NOTES: I. Wall is curved at East Court 2. 'Wall is straight at pool area 3. Wall stone as approved by Landscape Architect. Drawn: KP 4. Large stones shall be evenly distributed from bottom to top of wall. 1/3 of top of wall shall consist of stones that extend from front to back of top surface of wall. Checked: BH 5. Refer to plan for wall heights. 6. Eyelid style lights to be mounted with equal spacing. Scale: AS NOTED 2 Stone Retaining Seawall SCALE: 3/4 I '-01' Key Plan: Project Name: VILLAGE AT BARNSTABLE COMMUNICATION WAY BARNSTABLE, MA Sheet Name: LANDSCAPE I; DETAILS I n Project Number: 14149 CO J CD o Issue Date: - o e-, 00 z March 15 2017 CD N gSheet Number: Q CIO c � � m D 2 i 10 14'-6" j TV Cabinet inset below, size TBD pool fence Building / Ridge Cap or flashing 18"x 18" pier with 8"x8" wood post on top Ledger Board, refer to Architectural drawings for connection detail 18" shelf around pier Standing seam roof, see specifications 9' ht. 8"x8" post the architectural p team Horizontal strapping (30" o.c.) 18" ht. seatwall below/in front of TV cabinet The Architectural Team, Inc. Fascia 50 Commandant's Way at Admiral's Hill Shower, see Architectural, 2" x 6" cross member Chelsea MA 02150 Plumbing drawings (2)2"x 10" carry beam shade FX retractable canopy, or T 617.889.4402 fastened to column with approved equal, with manual note: F 617.884.4329 bracket, typ. operation 1. Provide shop drawings for pergola, including all materials, finishing, footings, dimensioning, www.architecturalteam.com galy. steel cuff connection fasteners and appurtenances for approval by 02011 The Architectural Team, Inc. the Landscape e Architect ctpr ior to installation. to typ. 2. Provide Shop Drawings for Walls, Cabinets, 6" x 6" column, typ. 18"x 18" Cabinet doors and TV pier with note: p 3. Columns, beams, cross members (joist), and (2)Pergola Sconce 8'A" wood post on top lathe shall all be cedar. Columns, beams, and Consultant: I. Provide shop drawings for Shower Stall, WI see lighting joists shall be natural (un)finished. including all materials, finishing, footings, plan .4 See specification for more detail and dimensioning, fasteners and appurtenances approved manufacturers. for approval by the Landscape Architect prior to installation. Structural engineer review required. VERDANT 2. Columns, beams, cross members (joist), and LANDSCAPE ARCHITECTURE Pitch to drain Pitch to drain strapping shall all be cedar. Columns, beams, and joists shall be natural (un)finished. 318 Harvard St,Suite 25,Brookline,MA 02446 tel:617.735.1180 email:bh@VerdantLA.com See specification 2"x 6"cross member 2" granite capstone, �� web:VerdantLandscapeArchitecture.com tat * Structural engineer review required. I notched and bolted eq. lengths, 1/2" 12 6 column Shower Stall Roof P St PLAN to carry beam,typ. I connection, Revision: 7Z 4 SCALE: I/2"- I '-0" C overhang, typ. 2'_8" 2"x 6" cross member painted black — notched and bolted galy. steel "cuff' 1 Addendum 4/4/17 to carry beam,typ. Standing seam roof and hex bolt, typ. 6 CONSTRUCTION DRAWING SET 7/14/17 I IT— st Carry Beam Provide hinged American granite ° w 11 8-3-18 POOL PERMIT SET Building PQ wood cabinet doors wall stone and Angled cross member (4) 8"x8" post Drain, see Plumbing 6 in cedar to match fence cap, see drawings specifications7 shade FX retractable canopy, or -A- = - . __.._ _::.::- -.:.. _ __... _....._ _. _ -_. _ approved equal, with manual - : 1. —_- _ _ - ._ I operation - — - 2„ 2�� t _ _ ... _` e P Q _ — with 18'x8' wood (2)Pergola S I -- - post on t see Architect of Record -- - r _ P op ......... j ..-__ ......... t - - s lighting - -_._. Ian - v �, P Horizontal strapping, typ. (30" o.c.) ;o = -- : - b n t - . .. i Angled cross member ; '_._ - -- - --.. 3 - o _ . _ -- - -- _ - . .. ... _ -. - _ . _ _..... ___ - _ r. _.. — _._ _. AV ....... - ---._ ... a, .+ M .... - - i( r _ Cn - - - - - __ ...... .. \, ----. - i 1 :� i i J -- Carry beam 6" 18" ht. seatwall below/in front of TV cabinet 18" shelf around CELEVATION pier g SIDEVIEW 3' 48" clear 3' Fence below 1 ]Feature Wall + Pergola SCALE: I/2 - I -0 Drawn: KP 8'-8" � Pump housing, below fence at pool Pool gate , Checked: BH p?st - -1 Scale: AS NOTED Fence below note: Key Plan: Wood Fence American granite 1. Provide shop drawings for Arbor, Waterwall, g wetland planter - c_o N including all materials, finishing, P wall stone, all exposed sides, granite footings, dimensioning, fasteners shall have a natural (un)finished. Submersible Lights, typ. capstone 3. See specification for more detail Emergency Phone Installed see notes - - and appurtenances for approval g y granite coping around wetland planter, and approved manufacturers. as per manufacturer's instructions „ by the Landscape Architect prior * Structural engineer review 2 reveal on pool side to installation. Crossmember m 2. Columns, beams, cross members required. Conduit and wiring, 2" granite capstone, 2" overhang, 1 g typ typ., equal lengths A (perpendicular lathe (joist), and lathe shall all be not shown) 6x6 Post cedar. Columns, beams, and joists 5' Waterwall, American granite _ s _ _ wall tone Carry beam Lighted Waterfall sheet, I" lip, _. - see specifications for C PERGOLA POST/FRAME PLAN ;',-~ :`'-; appurtenances Finish grade co crete paving, __ . _. -- Wetland Planter filled with pebbles Building pool side _ _r' �" .... P g ,I, _ - - and water plants Project Na Carry beam r; - - JF LL - . — -., 2" granite coping around waterwall, O e me: - - - Cross member - _ in. 2" overhang at pool VILLAGE- _ m an side, tYP g ................. ... notched and bolted - ; 4" granite curb, 2" reveal ...... to carry beam, typ. square - .!; 12' wood lathe L f AT "x2" square 6 BARNSTABLE St r the ' 60 0 B Section m _, .. b 1 �. � - y 3 2" x 6" cross member oo 3 l 60°0'0" notched and bolted 8" Notes: Reinforced gunite COMMUNICATION WAY to carry beam, typ. p st Past LI. Provide Shop Drawings for approval by Landscape Architect BARN STABLE MA 6" x 6" post, typ. (2) 2"x 10" carry beam 2. See Specifications , fastened to column with 3. Submersible lights as specified by vender and approved by bracket, Waterproof American Red Cr ss Cabinet Architect anchor galy. steel tYP' Emergency Instructions + Sheet Name: bracket to conc. footingFirst Aid Kit,ANSI Z308.1 009 below 6x6 wood post I 2 Waterwall x5 cap fastened SCALE: I/2 - I -0 LANDSCAPE I I P w/ 6D galy. nails DETAILS 2x4 rail w/ routered O � _ Emergency Phone Pool ship-lap wood - edges fastened w/16D galv. nails �Il�l�ll o cAp�a>Y pool fence, i XX (5' ht.), typ- 3 PERSONS ( Low voltage wire to be run in 2x2 end cleats, ea. side chase along side of post j w fastened to post & rail with 16D gals. nails � Project Number: � I x6 ship-lap board � fastened to ea. rail with 1 3/4 aluminum screw nail 14149 a 0- 2x4 rail w/ routered edges fastened w/16D alv. nails N p g g II Issue Date: o EL A ELEVATION our 3/4-I Ox25" steel N z Elevation co Q hot dip galvanized anchor bolts A March 15, 2017 i N m J each with two nuts, two flat c�i Q washers and one lock washer, Ug or similar Sheet Number: =' SECTION AT ENTRY a 4 Arbor at Grill Area Pool Emergency Phone _ � L 5 SCALE: I/2"= I '-0" 6 SCALE: 3/4"= I '-0" Cl) I __ _ _ __ _ � � I : - _ 10 100 A5.01 A5.30 PLAN LEGEND: 1,I,l',I1,'-I_i,,'l�,',l11,l_A1,l I�-",I1,t1I/I\1I'"1I,PP-l\III Il1/�,�.1I:"I-,.i i\���,I'III�_\I-I,I I/I'�IkI��'II\-I',l-II�"I\,"7.II/,�1,\�,�IIIII.II...,II1-I 1,I,1I1���1 17,,�,:.::Z,_I,I I�1-�:k I.I1"_I II,�I'I,kI�"_,I,�'>���I:-�,I�_�,�I���I I /�_L� �,,-��,,I,-�1I,-I�.I��T'�I1-,"<,I,.I�1_,-,I,11Ii1,�'\\F,/1:,l,�'1.1,I�.l,1�,/�1I 1�\'�I�l,_,'.l1,/'�I-�,,I_lIII I�I I I-���'II1O�.'I\I_"�,1\1���!���1,I:I I,,,1��"I1,,:'�.,I.1,,.��I���I:I:-",II I XII-I,II..I" �I1I aI�1I I"-I I�I:I_1.',I I..1I"III,M.I-I-1 41.,-I,_1,",l.—1_,�."I��.1.'.<I II\./I1I,1_.I,.1�\\.11I,�1.,,I 1(.�i1�;I;�,_�'�I IIZIII lII J:,,I�I".1I-1�,II I1��"1 I��11'":2-'1\1:'C 1�,�,,1_1.1I'l;1,I e.1,�',�Ie:1 II���7�"��l'r"1,I\:,":;,�_.,1\�,;"\.��1,�,I I)\,1%I,f,',,/�_"--I/'11: I\"%:_I��l,-II II'"I '11Il'I/\ll1,IlI11 I1Il I l,1'III�1',,-,I I\,l1I1 I1�l.I1':I�I,I',,,�II1 1�1;1 11 I1,I:'-�.,1I,I 11,kI\\'1 1, .,,I 11.I1.�.I",.\I.4I..1,,��,.II�'"I"fI1;,' �I\I�II"�/rI_-I,-1'I'II-1,'I-I1.�I i'II'1II I II;'_,k,.—'-'lI,�Ill1,I 1II��ll,l II 1_I,;11 -�."\_.N�II.II .I,,I f�,II�\'I,1 (_I I,."\\\_1 I11 1I I"\-I:/,,,'I.I.'I,,l�Ie"�!/I,�A1''I11��"l"'_�l _1I,O 4"1I Kn\I_'I\_._r,i\11\11�-I,-.',\,1 2-''/,//.1'/-:E.,,�I:1;!I,DeIl(6ITF1-1I1i z 0/-I=!--"\/i�///\.:I���:, :.�1( 0 TYPICAL WALLS ,1_lI4 IIL,,1I,�-"�II1-,-I1�,\YII';,._II,,:'I I.1�'",�"'I tI'.,1 III�:_.'�I�,1,I1:�,�_�,1 L/�.�"-I I'I[.I�,7 I1,�\I I 1'�1./", .,I_'17/1I11,;1�1-I'`:-eI1,:1_I;I�11�1,:'I1,-;I:I�'I I�'I"1'_'',�,---f":�/2��,_'lI�!�/,II I-E�,�1I�-I,.'\�_'I�"1II.I�I1\'I�11/`_-,_1,,,�--�I-:-\\"�I,II�",�1 nI11I,I 1;I:.�-1II�:.,-I;"�11,I\\\7I_I,1.1II:':y11,'�, 11zII:"'II�1\\,:,,,1"�,,�1"'1,..�,�,I I 1I,\,1I�,l���,I,�.-.l,,l,,I-\I��,�II I�T,IIj,�I/�-�1 l\4II"TI�,I�I,'�:\,�. I��,I\"I,,4'/1�_��:l",,I1I\'1,;1.I-!IIl,II'11\IjI\\z1�\-_71:I\CI"1I\III"1-II,I..,..,1,1.I;U�\I�I11 II�.1I'1 1I_. 1�I I%I1I)I1.I-I���"1 I-I_ ,-,�"MIII 1\1 1II II\\I� \,�1,"��11I.I'l�11I1 1'',I��1/1,I1I 2-1I1,55II I1^1\,I1-1IJ'I-I 1 �4 11:/�,I\1_1_II.-,I 1I III JA� �e-,I/ I�I�R:1\,';' I_[�,II I�II-I-iI"I,1.1II- \/,- .\��Ir\I1�-I �\��. ,",��"l�I"�I\IlI, 1"I1'\1 i��I IIi;:, ,A lIR�-1l��;�j1Vm.11�,,�V,I_��-:I1I"1,� .,',��,�\11'I"1I:_�' �\,II� ,11 ,1 Tx: zI II III- II ,111\\ -\' II /-\/\I[I/ 74 \�1�C/,1�b x-\, \\ \/\ 0-\- I 210 160 1 0 I \\ 033 ' 8T-01/2" A5.25 A5 26 14'-4" 52'-71/2" A4.05 I CONCRETE WALLS \ \ 13' 61111 4' 10° 20 I \,, m CMU WALLS \\ `\ -7" \,.\ \ \ 0" 5'-0" 1'-1" 5' 0" 4' 0" 10° DS DOWNSPOUT, SEE NOTE 6 \\ P1 10 > RES STORAGE t-I LOCKED CAGES AREA OF SLAB ON GRADE WI 034 E\2'B> A4.05 21 N o the architectural tea m \ I �' N R AW Y � E\0/A> _ RS-007 I ' 11 LV7 LV7, `� . <E 2> RIGID INSULATION BELOW I - A (SEE FLOOR ASSEMBLY) ) 5 62 ° - \ P1 a I </\ /\ E126 LV8. ° _ - - _ - ,- \ /\ I BALCONY DECKING 035 12,1 E\2/B 8. - 1 - - \ - - 2 - - \ - 3 - T - - 4 - \ 6` - � F E12 E126> (W/RAILING) °. \ L - - - - - - - - - J The Architectural Team, Inc. - - - � \- )\ PATIO PAVER SYSTEM \ o I I a o BOLLARD BOLLARD BOLLARDI \'� \`\ � / / o a o o I 50 Commandant's Way at Admiral's F-IIII - BOLLARD BOOLLARD Chelsea MA 02150 \\ \ P1 I T 617.889.4402 \, 036 \ I \ \ GENERAL NOTES: \\ \ I / \1 I 1. REFER TO Al SERIES FOR OVER FLOOR PLAN. F 617.884.4329 \ P1 \ P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 1 P1 P1 P P1 P1 P1 P1 P1 2. REFER TO A2.10 THRU A2.17 FOR UNIT PLANS. / 1103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 1241 125 3. SEE A4 SERIES FOR ELEVATIONS. www.architecturalteam.com \ ' \ / \ \ \ 4. SEE A5 SERIES FOR WALL&BUILDING SECTIONS AND ©2015 The Architectural Team, Inc. �\ 037 DETAILS. I \ I I 5. SEE A6 SERIES FOR STAIRS, ELEVATOR AND TRASH CHUTE INFORMATION. 6. DOWNSPOUT BOOT TRANSITION WITH PIPING TO \ = H H \ H / H H \ H / \ V EXTEND BELOW GRADE AND CONNECT TO"RD" _ DRAINS, PER CIVIL DRAWINGS. Owner: \ \ \ \ \ \ .\ \ \ .\ \ \ \ \ \ ♦ \. ♦ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ ' \ `\ \ \ ''\ \\ \ \\ \ \ '`\ NI H IME 1 D I M `\ \ 7. FI S D NS ONS AD ED FOR DRAWING \ \ \ \ \ \ \ CLARIFICATION TO LOCATE WINDOW OPENIN GS \ \ \ \ \ , \ '\ \ DOOR OPENIN AND INT I R WA \ \ \ '``\ O GS ER O LLS. \ \ \ \ \ \ \\ \ \ w, \ f \ \ \ \ \ \ \ \ \ ` \\ , a , " '\ \ ,\. \• \ \ \ \ \\ \ \, `\ \t , \ ,\ \ \ \ \ \ \. 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O29 - _ _ DS 3 _ 1 12 A .03 E/\Fm M6A'> i,V ' - 603 s " VILLAGE AI T MEN S RO_OM - 0 M6A� o - \/ UP'. _ . 023 sT2-o , [� _ _ WOMENS ROOM BA1 \NSTABLE ,,,,:,,..- ... ...1 .___.„1_.1. .., .....,...,, _._._ .,,, ____,,._,.. 1 - A4.o2 0 . 251 SF 024 M3C G ®' ' 335 SF _ $ o ' E1 63; 0 M <M6A> M6A> 0 v/ <F10C> _ ❑ - I \ 17 ' ® ® 12 � 125-265 r ..... .._....... ....... I _ (h COMMUNICATION WAY pS 16 A7.30 18 - I 11 A7 30 14 : I "'` ' 1, a I ..._ a, 1 p 028 /\ RETAINING WALL, REFER 15 G ® 13 TO CIVIL DWGS I E1�B 7.30 E6Fm 025 BARNSTABLE, MA U sFl 02 CREATIVE ARTS 11'-31/8" 028 L _ ��I��:IrI.. I�II�II II 11 -I.....r...�rrrIrrr..I......11.1'I'. 1 1 III��I I� �,,,,,,�I��I:�;�I�� M Fi- E o25 <M 456 SF Sheet Name: - - - - - - Y - POOL EQUIP RM - 0 6 /\. o M - <M\6/ 8'-61/8 1 _3 18' 11/8 N _ . r o25 �, FLOOR PLAN - GARAGE - LI ! o '116 SF / = SFI 02 5' 91/4" . I <M6 M 'r o PART C „., 2'-5 5/8" SFI 03 NI <M6E , 2T 10114' 90 - a ,W�n`1,I-r�,�-.�,I���,_1.�,�rr,-�'-I��-�I _ - - �r-� A5 30 n a' E12 3 L 'n SFE 12 �, N °° FIT II YOGA a o _ .... NESS Ds �i o27 P r . �_.��_ , __. . __., o2s o ect Number: 0, _ r, 0 J ,934 SF 624 SF E6Fm " ,o: - N '.. OI OUTLINE OF' �� _ 1 `T 1 "'i'�J / �� M SFE 15 M -N� BALCONY ABOVE oO _ LL _ ', � N /' _ - /, CO 0) o SFE13 E12B3.' a' E1263 N Issue Date: T -._.-. .. ._.,,,, .__._....- _ - d A-, o a 1 ° „ � - - - , 3/ 5/17 DS N o SFE 14 E1263 - - `� M 0- v _ _ __ E12C> AREA FURRED OUT TO PROVIDE T Q 2'-4" 9'-4" 2'-61 DS \ SPACE FOR GAS LINES Sheet Number: L { 4 I I. �� 2t.(!�D��i -2_z4=>1T1�-�a0(0a0MMrMaM4&CE_S_Z1()1_)1i))_)-,-:)I ����i ii!iii!i�1f�I�I!i�iIi!!IiiIiIIIIIIIi1IiI!III��IIi!�ii�iI�Ii�i:!�II _.-1 11I�.II"�r. r r I�1,.,I.;_.�1.1 1,I,,I I 11, 1,,IIII���r;,-I rr 11 1.I11 I,.,.""r,.r..1'.."Ir Ir I".1111.I...r,.I......r.,r./I—�1r1rI.....II I-"r.I..I.r 1.1.�r:r::.II�I..I_1r-1 r.I I I�111-111 ..I r-rrI II I:�II�IIII IIIrr.1.rr...IIII1 .II........-.....I....1.11'rIII.III:...II..I.III..I��IIIIIIII��.I-I�III�I rI I.--I'l-l,..I..1..1..�I....I.rrr r.:I..II.IIIIIII..II....II rrI.��rIIIIIII,I.I1.'1.I.l..I...I..I.... 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GRAY) (ARCHITECTURAL STYLE)EL03 VINYL HORIZONTAL LAP SIDING(BLUE)EL04 PRECAST CONCRETE PODIUM FOUNDATION W VINYL VERTICAL BOARD+BATTEN SIDING CLAPBOARD SIDING(CORNER TRIM COLOR TO (12"- INSULATED) MATCH FIELD)EL05 ASPHALT ARCHITECTURAL ROOF SHINGLES VINYL SHAKE SHINGLED SIDING EL06 FIBER CEMENT PANEL(WHITE) (7-STRAIGHT EDGE)EL07 REINFORCED CONCRETE FOUNDATION W ELASTOMERIC COATING WHERE EXPOSED VINYL HORIZONTAL LAP SIDING EL08 DECORATIVE EXTERIOR COLUMN (DOUBLE 4.5"-TRADITIONAL) the architectural team EL09 DECORATIVE METAL BALCONY GUARDRAIL(PAINT COLOR TBD) EL10 GAS METERS, REFER TO PLUMBING DRAWINGS VINYL PANEL SIDING FOR DETAILS VINYL HORIZONTAL SIDING The Architectural Team, Inc. 03 0.51 Rl F'.5 Q1 Q.3 Q.8 Q.9 R.�,�, S.41 6 S,8 9.3 9,5 H 9.7 10,8 50 Commandants Way at Admiral's Hill elsea MA 02150 T i 0 M N p 0 T 617.889.4402 R 170 180 F 617.884.4329 1�0 120 A5.25 5.26 A5.01 A5.23 02 E 01 arch itecturalteam.com E TYP TYP EL 02 EL05 @2015 The Architectural Team, Inc. TYP ........................................................ ............................. ............................ .................. ........... .. . ................ ................ . .................... ............... .......................... ..............--------------------- ............ ............................................................. .................. .... ........... ... .................................... ........................ *..................................................................... . .... ...------------- .......... ___�_-�__................. --------------- -------_I__.......... .......... .................. ........... ............ ............ ............................... ...................... ..... .................................. ...................... ... ............... .... ...................... ............... ..................... ......... .................................... ................. ................................. .......................................... ............................... .. ... ........... .............................. .................. ...................;... .......... ............................................................. ...... ........... ... .... .. ................................. .........4�= ................................ .................................. .. .................. ................ .................................... .................... ............................................... ....................................... .. .................. .......................... ............... ............................. ..................... ............... ........ ......... = = ____............ .. . . ......... .............. . ...................... .......... ------- ......... .......................... .............--------------__ ................ .............................................................................. ..... ....... ........ ............................. . ................................................. .... .............. ........................... .............. .......... ...... ..................- ................ ..................... .............. ii .. .......... EL01 ............ ................ .................... _--------................. ... .. ................ ........ ................... ..................... ............... ........................ ------------ ....................... ............. -------------. ........... .................... ... ------_-_..................... ................. .......... ......................... ............. ..................... ............ ................. .................. ........................................ ...................................................... .................. ... ...... ......... ........... ........................... ........................ ..... . ................. ............. . . ...... ......... ......................... ............. .......................... .............................. .... ................................. =_- .......... ............................................. ....................................................................7.1-_.-....................................................... ........................................ ................................. ....................................................... ......... ..................... ....................... ........... ............... ................. ................................ .......................... .......................EXPANSION ...................... 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Architect of Record: .. .................... . ........................ I ............ ......... c�EX170 =rE.......... . ................. ROOF DRAIN............. .......... ...........................................EXPANSION JOINT= 1.0 - 1 st FLOOR (TOD)��l 1�vvlN . ..... ............. ........................... 1.0 - 1 st FLOOR (TOD).......................... ................ ............... ........................ .................................... 761 - 211 761 - 211 U T NOTE- AT EX' ERIOR BALCONY LIGHTING, BOTTOM OF c�FIXTURE HEIGHT TO BE SFE- /SFE:F9��<SFE E-1 1 SFE-06> 7 <SFE-17> <SFE-06> 6'-8"AFF X_0 2-5 �XqO26 7F 0.0 - GAR ul J............. .6 641 - 211 . .... . ... ..4 17 17 EXTERIOR., 65'-O"(65.00)30 31 6 31 SHOWER HEAD 3 �A5.63)' A5.63 �.63 �_63(64.17)64'-2 64'-2"(64.17) 64'-2"(64.17)Typ co EXTERIOR SHOWERS 64'-2"(64.17� Drawn: BC SFIVI 66'-O"(66.00)TOW Checked: TS EXTERIOR FELEVATION 9 - AMENITIES SOUTH ELEVATION SE T R Rl��EVATION 10 9 Scale : 1/8 -011 1/8 _0 Scale: 1/8 1 -011 Key Plan: B- NORTH ELEV 24 23 32 '7 9. 7 1 0,�, J,9 K 20 19 WEST 33 3 122 21� 100 110 r5'0 rN 25v '73 4 A5.23 A5.23 CENTER EAST A5.03 CRICKET 18.1 12 48 EL05 A, 13 14 15 ............. EL02 118 TYP ......................... E 02................. .............. ... TYP...................... TYP 1011� 12 16.......... .............. ................... ...................................... .......... ................................. z ..V: � , :: . - :: / ............................................... .. ....... .................... ......................... .............. ------........... ............................................ ............. . .......... ...................................... ............... .......... ........................ .......................... .I �:] E 0............................................... ............................................. ................. .... ........... __................... ....................... .......... .................... .......... .......... .............................................. ...................................... .................. ............ ...........................................------------ YP.......... ........... ....... :- .................... ..................... ........................................................... ................ ............................ ............ ... ......T TYP ........................ .................... E 01.......... ................... _= - ........... ................................... ......... .................................... .......... ..................... ....................... .......... ............... .....................TYP. ................ .................... ...................... ......................... ........................................ ............ ....................... ........... ....... A-SOUTH ELEV .... ............ 4"', ..................... ..................................... ........................................................... ............... ................................ .................... ..................................... .................................................. .................... ............. ............................. ........... .............. .................................. ......... ....................................................... ................... .................. ...................... ............ ................................. .......... .............. .......................... .............................................. ................. ................. .. .......... ..................................... ..................... ............ ........... ...................... ....................... .................................. . ........ ...... .......... ...............=-- *::::�:::::: _-"' " ........... ............. ........................ . ....................... .................. i . ............. ............... ............ ............................. ........................ ............... ............ ................................... ..................... ..................... .......................... ........... . ....... .............................. ....................... ........ ...... .......................... ................................................ .......................... 5.0 - ROOF (TOP PLATE) 5.0 - ROOF (TOP PLATE) roject Name: DE:1E ci jL 1E Al TYF .......... .................................................................... ................ .... ....... ..... ........................... .......... ........................ ................... .............................................................. .................................................... ............................................ ......... ........... ................... ............... ........... 4.0 - 4th FLOOR JOS)............................ ............ 4.0 - 4th FLOOR JOS)------------ 4.0 - 4th FLOOR JOS)109' - 6 EL02 tTYP = I= IL E1711 cc) cl� o� c3 COMMUNICATION WAY TYP 3.0 3rd FLOOR JOS) 3.0 - 3rd FLOOR JOS) MA 98, 101, LFLI Eo ]-.I I r Al c�75 B 0 tEXTERIOR ELEVATIONS 0 2.0 2nd FLOOR JOS 2nd FLOOR JOS)a) 2.0 2.0 - 2nd FLOOR J 88 - Z�' TYP TYP c� c� Al LIBRARY (1) TYP ILI�QEX`I OOA)T I H i! ii ,, 170 a) itRO OF DRAINS 1.0 - 1 st FLOOR (TOD) MU I1.0 - 1 st FLOOR (TOD).......................... .......... 1.0 - 1 st FLOOR (TOD)i761 - 211 Project Number: .......... 761 - 211 LV5 7u> 76' (76.42 EL c.0 75--1 0"(75.83) TYP A5.63 TYP C) 14149 U-) mr-11 EL04 CD 76'-O"(76.00)TW E9043- - TYP 04 SFE-05 TYP EX012 EX015 TYP Issue Date: 0.0 - GARAGE 0.0 - GARAGE ........................ 641 - 211 V) __7777 64' - 211 641 - 211 .................................................. ................... ................. 03/15/17 cl� 41 0,E ..................... TYP........... ............... ........... . ..... ................. ............................................0"(64.00)ism r6k 64 -4"(64.33) �6 3 64 A5.63 �6 3 A5.63 �6 3 0- 0 cc) r5 0% Sheet Number. 6 a) 1,A 6 CD WEST BUILDING COURTYARD tat IWP lip FjYi 5-B I�J tEXTERIOR ELEVATION 6 �E���R R1 �E�VAT�ION 8�- W�EST�BU�ILDIN�GA�TAM�EN�ITIES�. C) 6 s T 1 _0 Scale : 1/8" 1' le 1�8 002 i I I ( I co I the architectural team II i i EQ EQ - / o \ iC> The Architectural Team, Inc. I 50 Commandants Way at Admirals Hill Chelsea MA 02150 i� 11 0 \ N 2'-6" 4'-33/4" 4'-33/4" 2'_6" \ ` \ ` \ ` \ / T 617.889.4402 F 617.884.4329 i 2 6 . 2 6 a 2 6 n 2'-6° 3- 0,. wm.arch itecturalteam.com i ©2015 The Architectural Team, Inc. 1 - V TION C - BATHROOM 023 ELEVATION D ��EN S OM024 ELE A BATHROOM 014 ELEV. DMEN SScale : 3/8" = 1'-0" Scale : 3/8" = 1'-0" /8" = 1'-0" Owner. I I I Ili I i I Revision: 6 7/14/17 CONSTRUCTION SET II _ 0 f N M cV cV N N CV I _ _ i 1 1 1 _ ND T NC WOMEN S ROOM 024 ELEVATION B WOMEN S �90M�024 ELEVATIOBATHROO M 014 ELEV. CMEN S BATHROOM 023 ELEVA IO 12 Scale : 3/8' = 1 W 13 Scale : 3/8" = 1 -0 Architect of Record: 23 Scale : 3/8" = 1'-0" Scale : 3/8" = 1'-0" I i i I I ��gEDA,,F C,, OR g I, UA o \ A �f'L. fiG -4. vk i 3' 6" 3 6 i 4- 0" 4' o" 4'-0" CN ' Drawn: Author I� Checked: Checker j BATHROOM 014 - ELEV. B 16 MEWS BATHROOM 023 - ELEVATION B 11 ��EN,rl OOM 024 - ELEVATION A Scale: 3/8" — 1 '-0"Scal3/8" = 1'-0" Scale . 3/8 - 1 -0 /8 -0 'j Key Plan: I I, I, 1 5'-8" 5' 6" 6'-10" 5'-0" 6'-2" — F1 — — — —zo I I / o II o / COM II M I II Cl) II I; I ` M c Project Name: I \ L `� `� J I� VILLAGE AT M 3'-9318' 3' 8' BARNSTABLE MEWS ROOM WOMEN'S ROOM � 024 N IiN S BATHROOM 023 - ELEVATIONS A _ 21 BATHROOM �1�4 - ELEV. A 15 )�Eale : 3/8" = 1'-0 e : 3/8" - 1'-0" M 125-265 3'-6° o 0 0 ° O N _ = COMMUNICATION WAY 17 0 ` BARNSTABLE, MA o � 00 T_0° 16 A7.30 18 2' 0" 15 N Sheet Name: Y i G O I U12 BATHROOMS AMENITY L I L e----y ---- 0 11 A7.30 14 fi ® o U — — — 0 —1 v --- ccs ( w "' 13 °° — — — I co s RESTROOM I j O14 NOTE: AMENEITIES BATHROOM DRAWINGS ARE Zo ° o i FOR ACCESSIBILITY COMPLIANCE AND o p DIMENSIONAL LAYOUT. REFER TO INTERIORS I -- ---- ----- pp 23 DRAWINGS FOR FIXTURES AND FINISHES. Project Number: co ® {-- i I.LI CO 22 A7.30 24 �" - N — — — o tt5 21 -► 14149 I , co I ----- - 6'-2" o F Issue Date: N 07/14/17 6'-211 1 �- 0 15'-2 7/8" Sheet Number: cotat 1AR 20 BATHROOM - 014 UNISEX 10 BATHROOM - 023 MENS RM & 024 WOMENS RM C I Scale : 3/8 - 1 -0 o A7m3O N I 1 � -_� 1 I I