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HomeMy WebLinkAbout0270 Communications Way - 314-041-00S ' 1 4 i C 4 D E F %A G-8 H H.2 : 14.6) H.9 J J.1 CJ.5 J.8 K >-oll �" ! 11 OL f I I u /� G -� �. �, II I� .-,• � L�'-Or -�, L�'G71' � I �J �O" � 2� O' s /� `� y� -A -- , •Q,1 � I J p' -O I jB -O I I� -d � -v •� -G' I®i-iO `,• I G " '-� t!G ` - -- -- -- - _ _ , 1 2 I � 90 6 6 12oA w ' 12 LO 4 4 J ,, — 2 I✓1Jrit'�? ,, !'icy 1 c "�o N1AIr-� .Pam. tf to .� �. 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GROUND FLOOR PLAN - r��. �'�.. ��: ��-•�'' REVISIONS - t G r.r..wwe .w-...ww.rrww,wwisvrr...+w....0 rr.ra snwwrw:a_n.vaaa.:.w.w,aw.c,w+.w .+a �� I�j� . Developed by °���° �� Io c�U V UL U�� scale THE KAY Proposed Facility for COMPANIES ARCHITECTS PLANNERS ENGINEERS date :ast F Street Sout~ - _. , a' ;acnus- ,02127 drawn International Inc_ .a� : GROUND FLOOR PLAN a Al ^�2 77 617-269-8690 f l t 1 4 •C.4 V i EE.4 E.6 F F.2 �,F.6 ( (a G.4 G.8 H H.2 H.6 H-9 J. J, f . J8 J 5, K ' T P ''/' ' �, �••erI' f 10 odl I lot' IO Ip rl / v -�K- rf 11 i s rI1P�w/hl I � b 4 Z- 4-z '� '� d,'1 ^�z- �^ �� - _J r00 u"{I ✓-PJ�'-h�lWrtr a,. ',fit : � ': `= ' (_��s'! �i '�c „ L i °-� I r4 I V I ir _ � Ln L6 2 _ ' '= _. I �,;aE �N'�,y, ia.f' I I ,4 4 Is t_.__ s �►'''� -- I I _ r-+� �r;,�, r-t L ,} _ It 1 J �t �O_ __T-1r vr'�� , i.i ✓�i� ti ' si' � ,i c.,�✓�/ fy/ moo' �I G4 n. �I �^'vl` ; •�rj� ���,•+.• ' (� I '?�I �F..F•' �. j Ljl '� r I , -M� --� d� _ 1 1 �• Sr�-- - 0777 41 It � .1 N 1 1 i �1 , L _ 444 f�� ( _ - - 7. -- _ �- r I 7r 2 t �• _� � � ` I� :�I'� r C I 1 2 I OJ -$ - ��� I ��, J ?;��,' ' � -� �" I - tM �' '•FIT t n -� ► N I _. _ = al v J II a Z I1 .oh II'-o' of -- A� yhIi,,ot, I,,or ,,o,, 4;` �7 _ I N 411 it I it Uf _ III 9.1 I � I�-I(l�tz�•{ �1->"�1/. � � '� �, , I - I j M - - ---,� --� -- - _ I It co) N t '\ . O X Vd �.I� r� N ' - I I 1 14 N -- - ,R- - I - - -- - - -- - - J CM Ns - N -- =_ I 5 .2� 3 ' 4 4, 6 I I - �- ,� , i } I 1� 11 I� I i t (l I '� I If/ I,,- -/; Ina to o I� © o o I o �S o � �; � ;,, .,�, • I, t� i I � I I � I o oI � �' � ,' ��, , I� ' i� + I� v - Ip ,� , �_I' �r�'C'' ��i'U j ! _ ,t ;D' rJ'v j0 'd 10 r, iv L U i A A.2 A.6) B� B.4 B.6 C CA C,8 D , D,2) D.6) E ` E 4 E.6 F ) F.4� F.8 G G.2 G.6 H H•4 H.6 J 4 ._ J. J.8 K 3 4 1. GENERAL NOTES 2. ALLMINIUM WINDOW SYSTEM AT CDNTINUOUS WINDOWS 7. ROOFING 9. WOOD 1-3. EQUIPMENT All construction shall conform with all applicable • "Kawneer Seamless Mullion II" SM300T-Dark bronze 1. Roof shall be "Carlisle" loose laid ballasted 1 . All lumber shall be fire retardant treated. 1. Dock leveler shall be "Kelly" manual. hydraulic "C" codes, finishish. membrane - Roof construction shall be in conformance series H608C w/capacity to 27000# with "L" bumpers. 2. Substitutions for ' specified material may be with F.M. Class I construction. All details shall 10. DOORS 2. Dock Sealers shall be by Frommelt. submitted as "or equal" for architects approval. 3. ALJMINUM ENI?2ANCE SYSTEM AT STAIR & LOUNGE conform to roofing mf r. specs. 1. Hollow metal doors shall be by "Ceco" or equal. with 3_ Provide all toilet room equipment by "Bobrick" see SECOND FLOOR PLAN 3. All. materials shall be submitted for architects 1. "Kawneer Insulcast 450" - Dark bronze finish. 2. Roof hatch shall be 2'-6" x 3'-0" by "Bilco" H.M. frames. schedule. -- - apQroval by submitting sample of material, complete double. 2. Overhead doors shall be insulated - 418 Series shop drawings and specifications prior to ordering of 4• ALLM1NUM ENTI?ANCE AT VESTIBUILE 3. Skylights at office area shall be 4'-0" x 4'-0" manually operated steel door by "Overhead Door 1.4 MASONRY r �' ✓l.t 1. "Kawneer 1600 Wall" Dark bronze finish dorm b Wasco. Corp." or Br Brick -4"x8"x4" standard brick. 4"x8"x4" splid REVISIONS material. - Y p• brick and 4"x8"x4" sill brick - See wall sections 4. Shop drawings and samples of all material and colors shall be submitted for Architects approval 5• GLAZING 8. PAIWID STEEL, 11. k1wr GRILLE and details. following complete review by the General Contractor 1. All glazing shall be 1" insulates? dark bronze with 1. All exposed steel tubes and handrails shall be 1. Install Construction Specialties Pedigrid recessed Contractor shall erect a 6'-0"long 3'-0" high "L" and coordination with construction documents. 1/2" air space. Provide 1" tempered insulated glass at painted as follows: foot grille Series LB with abrasive tread. See shaped sample panel for approval prior brink 5. Contractor shall coordinate HVAC, mechanical, all entrance door sidelights. 1. Delete steel primer architectural details, erection, showing all colors and coursing pf electrical and sprinkler designs with architectural 2. Primer - SSPC - SP6 surface preparation masonry. and structural. Submit drawings of the above for E. SEALANT 3. 90-93 TNEM17C-ZINC as per T'NIEMEC specs. 12. STEEL 2. 8"x16"x8" concrete block at dumbwaiter and architects review. 1. All sealant shall be G.E. silicone to match the 4. 'I�IEC series 73 Endura-Sheild III �mel i. Provide (l) vertical ladder to roof hatch. shipping. ' 4, darker of 7_ adjacent materials. finish - Color by Architect selection. .41 _ - Developed by roposed_ Facility for THE KAY 'I��'�)'� �1� � �-U! COMPANIES RCHITECTS PLANNEP.S ENGINEERS ast rlftnS,r. �ouIr " -;sacra -_ O O International Inc. - _ SECOND FLOOR PLAN ' 617-269-8690 1 t - K 1 H D A -, I � � G r" i f%I H,1'L�'i V i 1 :..�1"1 /�l.'u1�" • , 7 '(ate/- ' 1�2 ` _.. .,r_ ._ - - - - - -- - -- -- - --- — — __-._ ___._.-.-.. __,-... _._ - -- -- - ---- _ � �h�li� #1 �. �1 �:. �. G, ,. fir � 1 -� _ . .�. _�, �'-d �;-o' ���" _.��, • V l ET - 11 1 7:0 r ' I 1. 'i: f"f` JF"c/ I t 4. 6 •— _ -r 1 ! f TH�'y';`�� �•Tr•L. tC "T`: t�ifi�'�[/• ��'rr?'�� Li�� NOR � 1 ��4-tUrlt (�`IsrG'`-;✓'=' �� ' L.��I"'�t, D�tJ;��� Its T / I r — � ---------- -- - ---- - -- _ - - -- ---" j L I - --- - - ------ -- - - ---- - - --- -- - -- --- - --- - — • - --� I:'F � •7l0 mop - - - - - - - - - - - _-_ ----- _ _ .--.. -. - --__---....__..__ - -._-.._-_-...._ _- - - - - - - - --__ - - _ - - _ - - - - - - - - - - - - - -- -- - At Sep I I SOUTH011 2 5 4 3 3 ` 2 1 .2 1 1 3 2 3 4 ) rj �5,5, 5.8' 6 DL C(� r , -- - f, op -- --- -- --- --— -- -- --- _ __ ---- -7 C I 61. _ _ +- WEST CA) EAST �'�'I "✓� f""' ✓' �`�j�'r`'�� _ II s ,i �f'-7G,ee�i6.. �' j. /� 'y r--'�' , �'.'�(MfZ �;��— r««f. h` ,/, !4�t�.,' :/-- ( /.�;...' •_ L._ --� 1• -rt; I D VIA j ': THERMAL TRANSMITTANCE CALCULATIONS NORTH of- --___-�- _-- __-- _-- - __ _ . B LDING COMPONENTS EAS'� I U 1 ----C --S ---- ' L 4 Brick veneer U = L' A + L' A U = L' A --- ---... - --- - -- w1= .OS 1" Air Space 0 wl wl >�1 g1 0 w w u ' i� i 1 1 �-- ,• I �" Ext . Sheathing A - A ; C'=L}--!.� /.� f�;�✓.�l -� !� "l.�• � ' �• � � � rIIL'�h C' Metal studs w/ rT'T'( insul. � = (.05)2245.04 + (.49)765 = (.05) 1578 + -------- ------- -y �.. GWB 3010.04 15 7R 1 Y _ _. 1618 .05 —,F___- # \may � q:.-�:' ti ''� t./!•G. �� - .49 1" insul. Blass w/�" air space r l SOUTH WEST_ �• C.'• .0 ti^ r1 "rG td1= .20 }�i door, insulated U = U Aw + U A t� l/ L' - U A + t' A + l' A 0 wl 1 _9 gl 0 wl `"'1 dl dl d2 d2 _ --- ----- --------- — U . 13 OH door, w/insulated slats. — --- A --- -- i (� a I i� li I i i _ (.05)3952.96 + (49)1908 - - - i f'11-�.w• �'J , �>•�` Jpfl �; ( i.��,; �i '` l� M'lr � "� NORTH — _ (.OS)132U.8 + (.2)24 + (. 13)128 5860.96 — 1472.8 - REVISIONS U = U A + U A = . 19323 = .059397 1� r t1 w I w 1 9 1 R 1 f%IN•P✓• 1 ' I - A -- - WEST (.05)3311.24 + (49)885.5 U0= U Aw + U� A� I _ . 14283 4196.74 1 ---- 1 I 1 1 PARTIAL SOUTH WI NDOW TYPES A _ (,OS) 1108;5 + (.49)601 1709.5 "R" value for perimeter insul . = 5.5 .20468 "U" vulle for roof insul . shall he .07 (L 4 G _•__ __. , _�__ --- --- . _ j ._... _ _ __.. - _- ._---_____----_• . ...�...� _ _ .- __" .- --•__-___._ -- eloped - - DeV Y by . W , ItJU ��V' �� U" ��U UU U�U � ���o scare THE KA Proposed - Facility for COMPANIES ARCHITECTS PLANNERS ENGINEERS date 815 East Fifth Street Boston.Massachuselts02127 drawn rE International Inc.— ELEVATION S( f(i - -- - A 3 617-269-8690 title dwg no .. . . ... .._ .._....,..... ....-. ...4.R ......,.a..... , ,•=w+Y4R:_;—'... ..se...:- . _.. —__. _ - .. . . --_ -__. —_ _—.r+._. ,......o..._._..-....« ...-._ •raw. ...+,.. +•.u.. «w.._,...-.w..... .«.,...+-...ww.,............« ..+. .... +.•,+w.rsr.+,a,..-nawsnea .M -, .. . .wr .w.a•.......+.. u+.,. ..m....w..,...nw...,r+rar .....a..Ws ow.+.sw+rw.r+ _.._.. :. —_ n„or.ar.!•.warMw.+.rr....rw..i0.als+al•M.•M.x•r»wGa4M`=.•,+,...wl.. •V'wa•+Y64 .►-..+f....ar Awl .. 1 2000� MID CAPE HIGHWAY �E T- � A — A NOTES . LOCUS {4 . � ' 1 �'"' 1 . REFER TO THE DETAIL SHEET ' F'"'`N ' FOR CONSTRUCTION NOTES . DRIVE DRI BREA LOCUS MAP s POND / v� C-)� FLINTROCK O� POND \ - t , INDEPENDENCE PARK INC . - - I 1 r P 0 MARY I --- -I --- DUN N I it POND _ •_ AIRPORT _ I I I I \ M - rr :.: f I• F: k.Ai, r13 PL - F. S.F \ It"I t•ih H" _ - T' 11r- H A t I[, T I . I T T Ll C-i — �. CID (PicAL n - LEGEND �T P I P c I --- I # r LEACHING CATCH BASIN PROP. AND RIM ELEVATION — - - - S SEWER C,TNE 1 � ' _ W WATER L_LNE -1 _ = - �� -- - G GAS LINE HYD HYDRAN'P PROP. — / 14 EX I~jT 1NG CONTOUR II VF-4T _ 1 _ r- -� -' 7 _ - i. .., 18 P PROPOSED CONTOUR - — _ r - -- -- - - _ . INv. sr,_ INv 1000 4 18 . 5 SPOTGtlliDE ELEVA'PION I PROPERTY LINE` v 1 ( tNv Flared and e - j ro.45 0► Guard Rail ' ` i _ Al f. I; . I _ ! -�_ -- �i•t f. I _ /. �� L a -- I Nv 69 48 - - - -- ----• I NV E j`A,- = - r - - Pest Pit E l c t i c.3 /Fir /Tel p h o n e 1 e t INDEPENDENCE I PARK INC ��^ rE� - - ►O� - ter,,,. o 4C `r _ INDEPENDENCE -- H`r L`� II t PARK INC . _ -- — — -- _ co - cp cp 7 1 y I ��� LLJ_ - - _ ,�� - I --- I _ - - - G FINi. Mt=. I - T A N1 co LL I'EI -13..J. - _ I '�' G ; ` !.,�iN. .. I `,; 4� ` rt` 11 F I NF Mr _ _ ZONE CLASSIFICATION : ! G" -_A.- T 1R-�r� .;r_,R. i 4 I Z �Arv: ; AtT_, TKO, r INDUSTRIAL I AIL — _ / F - T I{ MIN AREA 90 000 sf � 4 „ -,/ r, FRONT YARD E.0 ft �i �► --- — — SIDE YARD = 30 f t --i EI_. REAR YARD = 30 f t MIN LOT WIDTH _ 200 fT N • C7 =t i, -- ---� EDGE OF PAVEMENT ' _ . "-' ' '' MAX 3LCG COVERAGE = 25% _ - — — ` ROAD FRONTAGE - 20 Ft k , �� ICC ' W I DE — PRIVATE ) = 1 '— _ �, AT I = t- _ AS5ES5pR ' S MAP 313 PARCEL. EBB D R� V E MAP 314 PARCEL 5 IINDEPENDENCE TP - r �_xl= _� -.�.T :. - ND 1 T . ,T F ,_. T•- r F�FUkNir i "N II-cr, �c.. V Tr , AN I<-k- •,L F-,Ak'v' ABLE L^'AEI, DF 41"n' TH _ --"'� . - 1�1'\r'.J`\ .�-_ N', s 1. Val�'�\�Cam. lam!„V• ';�� / �-- �.,< < , I L ' ..!n1, ' �r Ct ✓Is. t" f.l' - j/'r -� ,/ . �r7.. , / 1 ry Y ' _. _t',Z• .F f .. .i tom._.'{ ( ,, I . . DIMENSIONING 8. UTIL. ITIES � ,�t , ,�,�.yx '• PLAN I ' PROPOSED FACILITY FOR FIBRONICS INTERN.ATTONAL , INC . INDEPENDENCE PARK HYANNIS , MASSACHU`cETTS 1/9/198G OF -- -- - 10NN - Ji F � ; .. J W S ' N10OZEI.EWSi(9 +n �,Q No 28875�q o - �o�` ���� J M NA1_ N -- VBFN 180 SHEET 1 OF 3 T ` / - T � � Q T Nr'I 496A COMMERCIAL ST . BOSTON , MA3SACHUSETTS 617-269-8690 L F- T C � Ll l J l l l I ��, �nn (� ARCI-11TECTS PLANNERS ENGINEERS 815 East F11th9treet Boston,F7ssa;;hrls772127 M Developed by THE KAY COMPANIES title NOTES : 1 . REFER TJ THE DFTAiL SH� - Y. FOR C�"ST=<'' . CT ' ON Nn, ES 0 6 - 43, �,- la 00 Lo La LEGEND LEACHING CATCH BASIN PROP . _ — rr AND RIM ELEVATION S SEWER 1,1.NE 1 � • W WATER LINE ITCH r i 1 _ ---- - � GAS LIN Hy1) HYDRANT PROP, BULK TREE CUTTING t�(P K). 15 T IN 3 CONTOUR 18 P PROPOSE-) CONTOUR 1 h 2 S P 0'P G K �D E ELEVATION PROPERTY LINE 7� I- \ / \ �- —�► - Guard R t i l I F' ' �. / -� - -- - - --� E lect i c i l/Fire/Telephone s`` �p _ f � � _ / ' ' f 'j ! — •—. — . — TREE CUTTING LINE 1 r A.• _ _�{ , f BUNKER S HILL ROAD ' 50 ' WIDE - PRIVATE ) r " r DRIVE 1 00 ' WIDE - PRIVATE ) INDEPEDENGE I ADD TREE CUTTING LINE 1 /22/86 JFM DRAINAGE & GRADING PLAN PROPOSED FACILITY FOR FIBRONICS INTERNATIONAL , INC . ' NDEPEIDFNr: F PARK H*(r N CIS , kill,"SSAi H . SETTS DATE : 1/9/1986 v+ OF 4 SCALE : I = 40 90HN Gr _ o MODZELEWSKI j can DRAWN BY H R W No 28875 p CHECKED BY JFM " JL%f3 NUMBER 18 r,_.____ -y SHEE T OF _ J_ VIL DESIGNS INC . 496A COMMERCIAL ST . BOSTON , MASSACHUSETTS 617-269-8690 O} L_ [Inn c(-,,,,, IP- ARCIIITECTS Pl_ANr1ERS ENGINEERS A15 East FilthStret:t Rn';1cm 1'.1"�s,;�,ch��sE;t►sfl;'.1? 1 Developed by ,a THE K.AY COMPANIES tale NOTES . 06 � )//10 TE : X 1 ) All cur concretelcgrbidiceXdett bf soecid in ficalplace shown NOT S 4NN COVER XNOT SHOWN g p p 3OtrustlSe.Y S � 2 ) Thrust blocks to be provided at all bends , Yreducers , tees gates in pressure lines and where otherwise required to provide Joint restraint ._ I _ 3 ) Property linesfrom plan entitled, "Lot Layout ° L- 6t1 MIN. Plan , Def init ive Subdivision PlanBunker ' s _ •: ° '• ° 611 MIN, s'' Hill Road, Barnstable , MA" , dated 12/24/85 and ~ - - "'I c ,� ° 1 86 b Civil Designs , Inc . \ ! om o I I PLAN . ,,;• PLANS 1 1/2" ASPHALT CONC , TOP COURSE revised /6/ y g , BENDS " , Topographic information from plan entitled, ; R,, TEES 1 1/211 ASPHALT CONC , BASE COURSE "Grading Plan , Definitive Subdivision Plan -�-- — / 1211 GRANULAR SUB-BASE COURSE R.unker ' s Hill Road , Barnstable , MA" , dated Y I X 12/24/85 by Civil Designs , Inc . UNDISTURBED SIDE 4 ) All sidewalk ramps to be in conformance with BUILD UP FRAME WITH PLAN I I PLAN I 3 of TRENCH TYP. Architectural Barriers Board requirements . BRICK AS REQUIRED , _ Slope not to exceed 1 : 12 with a non .slip I 1 --_--- -�; L -- 2y" MIN-12" AND LARGER PIPES - - - - finish . .L- ILL — -- — 7+ 181 MIN-10" AND SMALLER 1811MIN 5 ) Catch Bas in frames and grates shall be �, o;` LeBarron LF 248-2 or approved equal . p� U a 0 0 o c0 0 o U vv,, � i I - 1�`'. +, c. , "► ,� 0.� y+►; o - � 6) e,ontractor to confirm the locat ion of all � p °. 4A a �,� '• !� ��_�` underground utilities , utility structures and U o o c� E0 0 0 0 U heir dimensions i n the field pr for to Q ✓•.Q commencing cotist r uct ion . Refer to electrical U o Eo Ca E0 0 0 0 0 - - - - o a - I `n ; P s , yy�- �i ."` . and landscaping drawings for approximate locations of E/Fi T/C lines and proposed U o r� o 0 0 0 o U �, ^0„ _ �� f ��. .o -?�� transformer pad . MIN . ' SECTIUN X - X PLAN & ELEVATION �` 7 ) Loam and seed disturbed areas not shown 0 0 o ca c� o 0 0 0 3 SECTION SECTION W PL W BENDS 8, TEES PLUGS treated otherwise . U o o c o 0 0 o U INLET END OUTLET END __ _ ___ _ 8 ) All utility inst'hllations and equipement _ T 1/4 BENOS 1/8 BENDS /16 SENDS TFES PLUGS required shall conform to Town of Barnstable r j DPW specifications , the specifications of the 4 2' MIN . - 4 TYPE SIZE A E A B A B _ B C D applicable utility company , or these plans and 6" 61 1011 6" 8" 311 8" 8" 8" 101, 15 ' 8'-U" L)IA. -- - -+ , e° A W A 3 3D K �'_ " R ' S C S�0'E - -- specs , whichever is more restrictive 1yj A d — "'N J 11 11 11 II 11 II II II 11 " II 12 12 8 10 5 9 9 12 12 20 9 ) All parking and roadways to be bituminous I I I 1 I. 1 _ i _ " 11 1 , II 4 1 I 1 I ' w i UNDISTURBED MATERIAL 3/4" TO 1 1/2" �- 2" 2" " 2 ' -0" � ' -0�/e � 3, a c -0 20 -� 6:/8 6 6:;' ; 9:5 :6 _3 ,O.ie �I Z1/t 3 : � �� 10° " " 6" " 1'I" 25" concrete with 1-1/2" surface ( finish ) course CRUSHED ~0 ° 12 19 8" 11" " " and 1-1/2" binder course on 12" compacted STONE - _ gravel base . 10 ) Drain pipes to be Reinforced Concrete Pipe LEACHING C DETAIL REINFORCED CONCRETE PIP FLARED ND Class III. THRUST BLOCK DETAIL BITUMINOUS CONCRETE PAVEMENT DETAIL 11 ) Water line to be class 52 with double thick cement lining . Piovide minimum 5 ' cover . NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 12 ) Parking spaces to be 9 ' . x 20 ' for non handicaped -3paces . 2 ' -0" E ' -01, Z) . C . I N0 T r, - MIN EXPANS }ON JJIt1- 1/211 WIDE MASTIC BOARD EXNAJSION�TJOINT CURB RECESSCUT MAS11 IOI COTO INJE SHAr E FULL OF CURB HA OF-OP LEGEIvU _ PUMPER CONN, b'O� 10 611 CORNERS . LOCATE WHERE SH04:` ON wLA.1 ` LEACHING CATCH BASIN PROP. I I TOP COURSE B CONC AND RIM ELEVATION (�� FACING ROAD CONCRETE SIDEWALK xYJ L 1 1 1 POSTS BINGc '.OUR5E BIT. CONCI - W e ° ^ � S SEWER LINE . TRENCH WIDTH (W) Z 11 „ , TO BE 12, GRAVEL °• °o 0 0CI0_ ,6 - -- GRA'✓EL BASE W WATER LINE 3 x12 x8 CREOSOTED RAILS PAINTED BASE a ,b ,•a , .de -do O/�- � JNJIS .URBED Mt.TERIAL FINISH ROAD GRADE FINISH GRADE BROWN a ,� , AlfoO600 61 611 G GAS LINE o � APPROX . EXIST . GROUND I I. ,,�� , ` \\ t HYD HYDRANT PROP. p 1 +1 --—- G' C I N TJRBEO 4- J OI5 d _ 1 FX I�T ING CONTOUR 1 1 UR 11 11 DO NOT BLOCK I'J' ' 1 0 ! I MATERIAL -- Q o a O `A -0 DRAIN WITH i= -- THRUST BLOCK S V F 1 ( '^ I I GRAVEL BASE ,i i 18P PROPCSED CONTOUR I TANDARD VALVE BOX -. AND COVER ,� ' COMPACTED BACKFILL 1 ( 1 CAPE COD BERM l`1ISH GRAJE 18 . 5 SPO'1 GRADE ELEVATION ,11 UNDISTURBED 3/y" GALV . BOLTS \ '� PROPERTY LINE } Flared End SIDE OF TRENCH -�+ 1 '-o,1 i � � BACKFILL ZONE AROUND `D I ,., T • PIPE WITH SELECT - —• canc MATERIAL CONTAINING +, �'I O _-� Guard Rail THRUST f NO STONE LARGER THEN 311 = o�•.�,a - BLOCK ' y b'o. 5° TP 'Pest Pit rn 0 ° °: UNDISTURBED yr __- 40. TCP COURSE BIT. ' ONC. - - - -11� Elect ical/Fire/Telephone a�ocKT- i ° 11 TE ° ° i,1 SUITABLE AVA f �� v o; Aic� MATERIAL OR �� � 6 CRUSHED STONE •-�� COMPACTED EtiALK,FILL , 3 BANDER COURSE BIT . :ONO. c••• •;.-c ' 1 I 12" COMPACTED GRAVEL BASE 2 TIE RODS (1 EA, SIDE) D11 x D" H b" WATERMA IN SEWER ---,To BE SAME DIAM, AS _TEE 3 II I� :tirERMEDIATE M. J, BOLTS SEE NOTES `? I �1I` � T5 TO BE � C Y. OF - "H" SECTION CRUShErr l I I II I 6 1,x 411 . 8 1,1 Z •1` 6"ABOO DRAT NOTE TIE RODS TO BE USED IN PLACE OF THRUST BLOCK IN FILL AREAS 0� II ' - 617ABOVE DRAIN UUNDS ER L IN . F WHERE EXISTING SOIL LACKS SUFFIC.IEN' BEARIN; 9TRENCTH. AS I 11 DETERMINED BY ENGINEER SEE LAYOUT PLANS FOR PIPES " FIRE HYDRANT DETAIL TRENCH DETAIL GUARD RAIL DETAIL CURBING DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE -+ -WI . 4 6, x6" �II�E M= 5H REINFC .._ _N _ McG " . NCR _-E _ g ,4 EXPANSION -,JOIN- WITH 112" PREMCL: E: JOINT FILLER RECESS r ILLER 112" ( L D�.A TE W✓ ERE SHOWN ON SITE PL A'1 --- SCOPE LINE WITr, 2" SMOOTH TOOL=D STRIP =_ACH SIDE 2, 2t1 211, �II _RO.JM F I VISH �✓ CONCRETE SIDEWALK e, = A. A C I' 0 0 0 0-- o=-____�0 o= OQc'. 811 GRAVEL BASE _ J r 0',,!ED : 0 1CRETELn ? S : �E �,L'K 1 : 12 - 1 : 12 1 ,;NDISTURDEJ MA ' EI` I -" .. CEMENT CONCRETE PAVEMENT DETAIL HANDICAP PARKING SPACE DETAIL I ADD NOTE - GUARD RAIL DETAIL I/22/86 JFM NOT TO SCALE , SCALE : 1" - 10 ' - DETAILS PROPOSED FACILITY FOR FIBRONICS INTERNATIONAL , TLNL . INDEPENDENCE PARK HYANNIS , MASSALHUSET�5 GATE : 1/9/1986 OF la�,'r9�,y SCALE : AS SHOWN Z G� ,o, DRAWN BY : RCP • MOOZELEWSKI In J pNo.28875 o CHECKED BY : JWS �Q FGISTE� F� NAB N JOB NUMBER : 180 I SHEET : 3 OF 3 C I V L DES I GNP , l NC 496A COMMERCIAL ST . 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TAIL_ a.T 1�1 INV�R"� I GOL.UMN I✓ODTING �- !2 •INIrOIZ.GI NG ��Ta.11,.S K ..iOI�T SPIG I NG I �III►rr�i IF '�� GAGE OG i'JeIGIL 8' M. PDv Jp15T5 FAR SEE 17R.IGk �-�� ���� 3� I I � ' I/2 ►�aX . ��o uN _ - DE�w �/11 I/4' C� 5No2T SPeN w z i s�i V � U �v II P2L✓P6,ILINGti I, ,� �/ON�TIz1.�G-rloN I i11 Z I II 1�UNGN FD2 P�t�OGICING� 2 NOTE P� WF-Lu TO P"". JOIST ROOF DEVIL I/2 m E2EG-(ION V2oLTS V2 1%LW. GON 5'f. `IOIN'f NUT �►-lo W N s r (�Y gT2.UGT.� STEEL �EGiC o►.,I_Y ► 4 m m I A-x K + x V Ir n I `=EE MEG"1 1 AGE <rA,N ND. E�loGlA, N� oFv I 21, �G�I/�+ 1a� � � - Elm praE -fmPLr GUR�e + 4'•?'� 1L JOIST IyJEAM JOLT i - - - - - - �/ AT E� -�d► C __. hGL PLAN - - ---- ..JOIST, hEE ��AN - t�iOTT GHOrCf� EX'1' � aT Goers MA.2KEr> gE IL�rl�'La►Nrv�Go� I ?NUS (CIE) ON fLA.N I • DIZ �r-i. I � oFrc,. FRPNE TYr2ICAI.._ t�TAI L_ C� .JOIST 1� FT�I L_ �JDI�'f ?2F A z1N ON ISM. � r-LA9z 2 GHANG� U� I�IR�GTIyN ,�-� T P G = 1�00 r OP N G. .JOIST ��A.121 N UN ST�EL 1�eT. 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IT MAC( ----�/ PjM Tyr' h�E PL-xN 1 II P I i i � , I � Y�� � I P� � I� N�G����2Y TO S'rn.L,Gl:e JOIST �r'AGING TO I l I ��., ,� CD I .� I I �iOMPLY WITH THI: �.P�ou� . e_ -A Ts WOVE," bTirr Ft hEE (mil-�.N , (� rw T W F-LD 13oTToM GHaRD NTI L #*LL D6PD fritoviPL L Fag �olh1 x �P�l TYPIG�L MOMENT GUNN�GTIDN g TYPIG4.L �JOI T F2EEA 21NG `2�Ta&JL I TYPIG�.L MOMENT C%ONN�GTIDN ` T P G#,L O eNT GON N �GTI ON �I A-r eooP) (N.�.s.� h-� S TYPICAL MOMENT GONWE_C, N I I .T. S . MOM��IT GUNNE_GTION ' I =� � h-�i � ( P-'( tZOO � � N,1'S, h_t=� Gv►-�P�Io.n�G� WITH THIS �STc.It_ �HA�L ►�E � ��A.I`'1 '�U otst irzpF_2 -r0 G©L. G I✓LIZ (r .-r.s.) \-� NvT6; DDFJDT WELD �oTTOt•1 GHOR-C> UNTIL PLL __-- NJpjro ', p0 Nor WrvLD OwTTor�l cHo(zc2 UNTIL PLL SHOWN ON �JI-10�' f�WG . SUS►•--IITT�S. DE>°-D Lo�DS Ha.� �E�IJ ,�PPI_I �o D�p-D LOPD� HP�/E PEE�1 P�PLIED A. WHERE UNFORMED FACE OF CONCRETE IS IN CONTACT WITH EARTH, 3" ; STEEL DECK _VERTICALS: 8" WALLS 145 @ 48" O.C. 121 YVALLh d GENERAL NOTES EXCEPT SLABS, 1-112"; E?. WHERE FORMED FACE OF CONCRETE IS IN CONTACT WITH EARTH, OR 1. ALL STEEL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE FOR THE TYPE, DOWEL ALL VERTICALS TO FOUNDATION, BEAMS OR SLABS. GENERAL. GAUGE INDICATED AND ERECTION. _ EXPOSED TO THE WEATHER, 2"; C. A7 INTERIOR EXPOSED FACES OF WALLS, 1"; HORIZONTALS: 12" WALLS IN BOND BEAMS SPACED AT � 1. STRUCIURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, 2. FLOOR DECK SHALL BE GALVANIZED, SEE SPECIFICATIONS. ELECTRICAL DRAWINGS, SHOP DRAWINGS AND SPECIFICATIONS. D. IN SLABS, 3/4 ; 3. PROVIDE MINIMUM 16 GAUGE EDGE ANGLES AT SLAB PERIMETER AND AROUND ALL OPENINGS. 8" WALLS IN BOND BEAMS SPACED AT 2. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES SHALL !_. THE MAXIMUM ALLOWABLE DEVIATION FROM THE FIGURES ABOVE, WHEN PLACING . 8£ BROUGHT TO THE ATTENTION OF THE ARCHITECT AND/OR ENGINEER FOR CLARIFICATION BEFORE REINFORCING IN THE FORMS, SHALL BE 1/4" FOR CONCRETE SHAPES 10"` OR LESS IN DESIGN LOADS 6'-0" 0/C 2-#4 CONT. PROCEEDING WITH THE AFFECTED PART OF THE WORK. DEPTH OR WIDTH, AND 1/2" FOR CONCRETE SHAPES MORE THAN 10;" IN DEPTH OR WID-LH. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCING. 1. THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS IN 3. SHOP DRAWINGS, REVIEWED BY THE GENERAL CONTRACTOR, FOR REINFORCING, JOIST, DECK, STRUCTURAL_ 5. ALL SLABS PLACED ON GROUND SHALL BE REINFORCED WITH MINIMUM 6" x 6" - W1.4 x W1.4 WELDED ADDITION TO SPECIFIC MACHINERY AND EQUIPMENT LOADS: ALL REINFORCING SHALL BE GROUTED SOLID CONTINUOUSLY, IN CELLS OR BOND BEAMS. MEMBERS, AND STRUCTURAL STEEL SHALL BE :SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND A WIRE MESH, LAPPED 12" ON SIDES AND ENDS UNLESS OTHERWISE SHOWN ON DRAWINGS. STAMPED APPROVAL RECEIVED BEFORE FABRICATION CAN *PROCEED. ERECTION SHALL BE MADE FROM ROOF 25 PSF + DRIFT ALLOWANCE PER CODE ALL MASONRY BEARING WALLS SHALL BE BRACED UNTIL THEY ARE ANCHORED BY THE ��I�GTURE. APPROVED SHOP DRAWINGS ONLY. 6. IN ALL ONE WAY SLABS, UNLESS OTHERWISE NOTED, PROVIDE TEMPERATURE STEEL, PERPENDICULAR TO 2ND FLOOR 125 PSF MAIN REINFORCING STEEL, EQUAL TO 0. 3% OF THE CROSS-SECTIONAL AREA OF THE SLAB. GROUND' FLOOR 125 PSF MISCELLANEOUS "t - o -4. A RECORD SET OF APPROVED SHOP DRAWINGS SHALL BE MAINTAINED IN THE FIELD BY THE GENERAL 7. MINIMUM PIER AND PILASTER REINFORCING SHALL BE A MINIMUM OF 1% OF THE AREA OR AS FOLLOWS: CONTRACTOR. ,, 2. THE STRUCTURE IS DESIGNED TO CARRY THE FOLLOWING DEAD LOADS IN ADDITION TO THE LIVE LOADS 1. ALL FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED MATERIAL HAVING A MINIMUM BEARING ' 12 SQ = 4-#6, 14 SQ = 6-#6, 16 SQ = 6-#6, 18 SQ = 6-#7, 20 SQ = 6-#8, 22 SQ = 5: UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL 4-#9, 24" SQ = 6-#10 OR UNLESS OTHERWISE NOTED. - NOTED ABOVE: CAPACITY OF 1.5 TONS PSF. ELEVATIONS GIVEN ARE TO COMPUTED BOTTOM OF FOOTINGS, ARE MINIMUM SIMILAR CONDITIONS. DEPTHS, AND ARE NOT TO BE CONSTRUED AS LIMITING IN ANY WAY THE AMOUNT OF EXCAVATION STRUCTURAL STEEL ROOFING & INSULATION 15 PSF PARTITIONS WHERE APPLICABLE REQUIRED TO REACH GOOD BEARING. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND. CONCRETE DECK 1-1/2" 2 PSF STUD & DRYWALL 20 PSF IN GENERAL, ALL EXTERIOR CONSTUCTION SHALL BE CARRIED DOWN A MINIMUM OF 4 FEET BELOW 1. ALL STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE ASTD1 STA.NDARD SPECPFICATIONS OR 9%16" 1 PSF CEILINGS -SUSPENDED 3 PSF FINISHED EXTERIOR GRADE. CONCRETE SHALL ATTAIN A PIINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE END OF 28 DAYS STRUCTURAL STEEL" , SERIAL DESIGNATION A-36, AMENDED TO DATE, UNLESS OTHERWISE NOTED ON JOISTS 3 PSF MISCELLANEOUS 2 PSF CONCRETE - NORMAL WEIGHT 150 PCF BRICK - PER WYTHE PER FACE FOOT 3.5 PSF EXCEPT AS NOTED. A[_[_. EXTERIOR EXPOSED CONCRETE SHALL. BE AIR ENTRAINED WITH A MINIMUM PLANS OR ICY SCHEDULES. - LIGHT WEIGHT 110 PCF 2. ALL FOUNDATION WALLS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND TAMPING. COMPRESSIVE STRENGTi. OF 4000 PSI. - 2. SHOP AND FIELD CONNECTIONS SHALL BE BY BOLTS, HIGH TENSILE BOLTS, OR WELDING UNLESS 3. DURING THE CONSTRUCTION PHASE OF THIS PROJECT, THE GENERAL CONTRACTOR AND HIS TRADES SHALL 3. THE CONTRACTOR SHALL REFER TO ALL THE DRAWINGS IN THE CONTRACT SET TO DETERMINE THE 2. THE USE OF' CONSTRUCTION JOINTS WHERE SHOWN ON THE DRAWINGS ARE NOT MANDATORY UNLESS SO OTHERWISE NOTED, ALL BOLTED CONNECTIONS SHALL BE DETAILED FOR MAXIMUM END REACTION OF REVIEW ALL LOADINGS BRACING AND SHORING REQUIREMENTS TO ASSURE THAT OVER STRESSING OR LOCATION OF THE LOOSE LINTELS REQUIRED OVER MASONRY OPENINGS. SEE LINTEL SCHEDULE ON NOTED, BUT SUCH JOINTS MAY NOT BE OMITTED, NOR MAY JOINTS BE ADDED, EXCEPT WITH THE SUPPORTED ELEMENT; ALL WELDS SHALL DEVELOP FULL STRENGTH OF MEMBERS 70 BE WELDED. DAMAGE TO ANY STRUCTURAL ELEMENTS SHALL NOT OCCUR. DRAWINGS. APPROVAL OF THE ENGINEER, 3. ALL MOMENT CONNECTIONS SHOWN THUS ON PLANS SHALL DEVELOP FULL STRENGTH OF THE MEMBER. WIND: ZONE 3, EXPOSURE B, MASS STATE CODE. 4. PROVIDE MINIMUM 4 x 3-1/2" x 5/16" ANGLE FRAMES, AS REQUIRED, FOR ALL ROOF OPENINGS .LARGER . 3. ALL SLABS ON GROUND SHALL BE PLACED ON MINIMUM 6" LAYER OF 95% COMPACTED GRAVEL AND PLACED SEISMIC 1/3 KCSW MASS STATE CODE. THAN 8" SQUARE. GENERAL CONTRACTOR TO SIZE AND LOCATE. IN PANELS NOT EXCEEDING 1000 SQUARE FEET, UNLESS OTHERWISE SHOWN ON PLAN, INDICATED OR 4. PROVIDE GROUT Or THICKNESS AS REQUIRED AND 1/4" THICK STEEL LEVELING PLATES UNDER ALL DIRECTED BY THE ENGINEER. COLUMN BASE PLATES. ANCHOR ALL COLUMNS TO PIERS, WALLS, OR FOOTINGS WITH MINIMUM 3/4" 1i i7TAMETER ANCHOR BOLTS X 1 '-4" LONG AND HOOKED. EXTERIOR COLUMNS 2 REQUIRED, INTERIOR EXCAVATIONS 5. PROVIDE 2 FT. CUBES OF UNREINFORCED CONCRETE AS THRUST BLOCKS POURED AROUND AND BEHIND ALL a '1• FOUNDATION WALL CONSTRUCTION JOINTS SHALL BE KEYED AND, SPACED AT 60'-0" MAXIMUM ON CENTER. COLUMNS 4 REQUIRED UNLESS OTHERWISE NOTED. BENDS AND INTERSECTIONS IN WATER SUPPLY LINES ON THE SITE OUTSIDE THE BUILDING. 1. SHORE, SHEET AND BRACE EXCAVATIONS AS REQUIRED T; ASSURE COMPLETE SAFETY AGAINST COLLAPSE JOINTS SHALL ALIGN WI :"H MASONRY CONTROL JOINTS ON REINFORCED MASONRY. OF EARTH AND DAMAGE TO ADJACENT PROPERTY INCLUDING BUT NOT LIMITING TO EXISTING STREETS, 6. PROVIDE 6" MINIMUM THICK CONCRETE PADS 12" LARGER OVERALL EACH WAY UNDER ALL EQUIPMENT PADS 5. ALL STEEL JOISTS AND BRIDGING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST BUILDING AND UTILITY LINES. PLACED ON THE SLAB ON GRADE PROVIDE JOINT AROUND PAD THRU SLAB ON GRADE. 5. ALL. 'SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28 DAY STRENGTH. INSTITUTE, FOR THE SERIES INDICATED. ALL HANGERS AND/OR LOADING FOR MECHANICAL EQUIPMENT AND PIPING SHALL BE SUPPORTED FROM TOP CHORD MEMBERS ONLY. PROVIDE MINIMUM 2 ADDITIONAL MASONRY H 7. PROVIDE MINIMUM 6" - 20 GAUGE GALVANIZED STUDS @ 16" O/C FOR EXTERIOR STUD WALLS (SEE I REINFORCING JOISTS AT ALL ROOF TOP UNITS UNLESS OTHERWISE NOTED. -- ARCHITECTURAL DRAWINGS. ) I AEI_ REINFORCING STEEL, EXCEPT A5 OTHERWISE NOTED, SHALL BE DEFORMED BARS CONFORMING TO ASTM 6. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED TOGETHER AT 12" CENTERS, 1. ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL DESIGNATION A615 GRADE 60% ___. WHEN LINTEL ABUTS COLUMN PROVIDE CONNECTION AS REQUIRED. CONFORM TO THE NCMA REQUIREMENTS FOR LOAD BEARING BLOCK, UNLESS OTHERWISE NOTED ON THE DRAWINGS. f ALL REIN"ORC1PdG INCLUDING COLUMN AND PIER TIES, SHALL BE DETAILED IN ACCORDANCE WITH ACT 7. ALL HOLLOW TUBE COLUMNS, WITHOUT CAP PLATES, SHALL HAVE A 1/2" DIAMETER WEEP HOLE IN SIDE , MANUAL AS AMENDED TO DATE. WALL, SET 1" ABOVE FINISHED FLOOR FOR DRAINAGE DURING CONSTRUCTION. � . ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT �8 DAYS. I WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, OR REQUIRED, THEY SHALL BE RUN 8. 'TRUSS GIRDER BOTTOM CHORDS SHALL NOT BE CONNECTED TO COLUMNS UNTIL ALL DEAD LOADS HAVE BEEN ALL GROUTING PROCEDURES SHALL CONFORM TO NCMA STANDARDS. I I. CONTINUOUSLY AROUND CORNERS, LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED WHEREVER APPLIED. 4. MASONRY WALL REINFORCING SHALL BE AS FOLLOWS: POFSIBLE, AND HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE 36 DIAMETERS OF THE LARGER BAR. IN ALL EXTERIOR, STAIR & ELEVATOR BLOCK WALLS PROVIDE THE FOLLOWING MINIMUM REINFORCING �nr n r.l c c REQUIREMENTS. I CLEARANCE OF MAIN RFTFtL11RC'NG BAR` f a..f " r0NCRETE SURFACE. HALL BE: Proposed Facility for ®� A �� ARCHITECTS PLANNERS ENGINEEIV- date International Inc. 815 East Fifth Street South Boston,Massachusetts02127 drawn _ GENERAL NOTES S 5 -TYPICAL DETAILS title dwg.no. s - � -'�I- 8•I I ( u y I i , • l��it�LlrJ�. T - ` + ►�EAI I'/-.E. FLAN W f2_7 f i' - 4 GL w��.-:�� go 1'S' ; % .•. -__ -- �'I' G' � �©I - 5 ,o I �� 12 G,•�, G,.tit-V E T _ Nd� „� , I I , .� �.i � _- ------ ----------- ---- _ � N11 n I - ---—-- - -.—- ---------------_ - - - -. ___._—. I y hEE END t7Eh.li. _- ---- : fi .di .__ i I p.hhGHDht-y' ON rt / h-4 p �O 4 2 t' ---j _ . 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'- � p �,� 2x xt/,� t _ M II— i Gvr•lr 1 � ' v _erg 41d U N� LO 0.1%z , 6f4 pt,A MI E I? _ PLAN TP�F. - W1 FF ft Y 4' 2 � �olti1 �.a.1 4",� ;<��' L �!-� � hlt2Ewra,L;� -I �-- yv 1�-, I GoNNEc•1 I ar\1 I I hF� Y1®IGAt. 2E'TAIL.ln t�'®F RAF �EG•x i - - - - _ 2 � -�Gvr T s Vj' ArT. 1 I o 4" L� �j�,.�n� 11 �2 I I ' �I WELD 10 moo! 'h A i h ) I Truo G,IevER-- Fvg .1 vlhT + W2r 2Y2�4 L h-ioMEllt GvNN�.G"iIoIN u II I WELD TO-JOIh - H'.•� T vc-ale A , MCC I I • �� G7 I Or.I � Proposed Fablifly for p ARCHITECTS PLANNERS ENGINEER. date e ' 815 East Fifth Street South Boston,Massachusetts02127 drawn P :* UnnUlArr� ,.1lntzrnatinal Inc. N_ . __ _ MART PLAN AT ENTRANCE ...� ., r `�✓✓ I 1 ���� • s ' bYYvrp• title dtiN9.n0. " h