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HomeMy WebLinkAbout0025 COMMUNICATION WAY - PLANS (6) ____ _ _______ _ - - - - - _. - _ ___ __ - - _ _ _ - - I SPALDING TOUGIAS ARCHITECTS INFINIUM SOF I WAR NCO Incorporated STA CORPORATE HEADQUARTERS 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax sta-inexom e-mail HYANNIS MASSACHUSETTS _ 9 I LIST OF DRAWINGS SYMBOLS AND ABBREVIATIONS NUMBER TITLE : ACT ACOUSTIC TILE CEILING N NORTH AFF ABOVE FINISHED FLOOR N/A NOT APPLICABLE CIVIL N.I.C. NOT IN CONTRACT B BOLLARD NTS NOT TO SCALE C.B. CATCH BASIN OA OVERALL C-1.0 EXISTING CONDITIONS PLAN CL CENTERLINE OC ON CENTER CMU CONCRETE MASONRY UNITS OD OUTSIDE DIAMETER C FOUNDATION-1.1 LAYOUT PLAN AND MATERIALS CONC. CONCRETE OH OPPOSITE HAND OR OVERHEAD CONT. coNTlNuous OPG OPENING C-2.0 GRADING AND DRAINAGE cs COURSES OPP OPPOSITE C-3.0 UTILITIES AND CONSTRUCTION NOTES CT CERAMIC TILE PLAM PLASTIC LAMINATE PERMIT SET C-4.0 LANDSCAPE AND LIGHTING DIA. DIAMETER PLUMB. PLUMBING DF DRINKING FOUNTING PLWD PLYWOOD DS DOWNSPOUT PR PAIR PTD PAINTED DWG DRAWING PVC POLY VINYL CHLORIDE E EAST R RADIUS ARCHITECTURAL ELEV ELEVATION RD ROOF DRAIN EX EXISTING REINF. REINFORCED EXP EXPOSED Ro. ROUGH OPENING A-1.0 FLOOR PLANS FD FLOOR DRAIN FL, FLR FLOOR S. SOUTH A-1.1 LOWER LEVEL FLOOR PLAN FTG. FOOTING SIM. SIMILAR SPEC. SPECIFICATION A-1.2 FIRST FLOOR PLAN SQ. SQUARE GA. GAGE SS STAINLESS STEEL GALV. GALVANIZED STOR STORAGE A-1.3 SECOND FLOOR PLAN GL GLASS GWB. DRYWALL TOS TOP OF SLAB OWNER Tos TOP OF STEEL A-2.0 BUILDING ELEVATIONS HC HANDICAPPED TOW TOP of WALL INFINIUM SOFTWARE, INC. HM H AC H ETAL VENTILATING, AIR CONDITIONING TYP. TYPICAL HEATING, 25 COMMUNICATIONS WAY UL UNDERWRITERS LABORATORY wsuL INSULATION DRAWER 6000 v VINYL STRUCTURAL HYANNIS, MA 02601 JAN. JANITOR VCT VINYL COMPOSITE TILE JT. JOINT VIF. VERIFY IN FIELD LAM LAMINATE W WEST S-1.0 GENERAL NOTES 508.778.2000 LB. POUND WC WATERCLOSET S-2.0 DETAILS MAS. MASONRY s-2.0 FOUNDATION PLAN GENERAL CONTRACTOR MFG MANUFACTURER MH MANHOLE Mlsc MISCELLANEOUS KAY CONSTRUCTION CORPORATION M.O. MASONRY OPENING MTL METAL 815 EAST FIFTH STREET ROOM SOUTH BOSTON, MA 02127 N0. ROOM NAME AND NUMBER 617.269.8690 DOOR SYMBOL AND NUMBER BO WINDOW SYMBOL AND TYPE ARCHITECT SPALDING TOUGIAS ARCHITECTS, INC. 14 WALL TYPE.-SYMBOL AND NUMBER 12 FARNSWORTH STREET f BOSTON, MA 02210 4 9 0 l INTERIOR ELEVATION KEY 617.542.4522 A-7 WALL SECTION OR BUILDING SECTION KEY STRUCTURAL ENGINEER CBI CONSULTING, INC. 12 FARNSWORTH STREET BOSTON, MA 02210 DETAIL KEY 617.350.8911 10 -0 A-8.1 MECHANICAL & ELECTRICAL ® CONCRETE MASONRY UNIT PARTITION ADA ENGINEERING, INC. SEALANT 271 MAIN STREET STONEHAM, MA 02180 781.279.2800 II CIVIL ENGINEER ENGINEERING DESIGN CONSULTANTS, INC. 30 TED LANE SOUTHBOROUGH, MA 01772 508.480.0225 i LANDSCAPE MICHAEL P. NEATH LANDSCAPE CONSTRUCTION j P.O.BOX 328 CENTERVILLE, MA 02632 508.420.6000 1 INF-GOV ©Copyright Spalding Tougias Architects, Inc. 1997 SPALDING TOUGIAS ARCHITECTS NOTESIaoorp ore�te d 1 ) EXISTING CONDITIONS SHOWN PER FIELD SURVEY PERFORMED BY H & R SURVEY ON 1 /19-20/1998. STA 2) ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL 12 Farnsworth Street Boston, MA 02210 DATUM OF 1929. BENCHMARK USED CROSS CUT ON 617 542 4522 tel HYDRANT FLANGE BOLT, ELEV = 51.73 (AS SHOWN ON 617 542 1432 fax REFERENCE No. 2) eta-ina.com' e-mail N 3) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORD PLANS OF UTILITY COMPANIES JfA Y AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. TIOI\T BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" CA 1 -800-322-4844. SOME DATA IS CONFLICTING Co TE _ 50' WOE) AND CAN ONLY BE VERIFIED BY EXCAVATION. (pR/VA N 82'06 43" E 336 01 i i -- EASEMEN T 25' SLOPE — i INFINIUM SOFTWARE i i 8'78 HEADQUARTERS . 1 / 25 Communications Way / Hyannis, MA 02601 CB N LOT 2 / \ CB 508-778-2000 � O 1 W I 0 0LA LO 1 rn I TEMPORARY TURN-AROUND CB 270,173f S.F. EASEMENT m OR 6. 0 C. 79.53 Z / CB 0 / -� CB ~ SEPTIC CRECDRD) DAIN R �� -� VENT t> EASEMENT ' 1. i 7C28 DRAIN EASEMENT ;— E ( a CB � CB b N 82006 43 L �4 337 2-7, L 84,9 ' 84,53 84 3 9 n 83,92y 4 2 . 325 83,71 7728 7711 81J3 �" C n 7735 77,38 83,75 b 77/.2 \ 82,39 cc 8?27 3.32 WG 76. 8 4 23 7 BERM S x 81,57 BENCHMARK 75.74 D� 7 .49 8 76,59�' 78.18 78,99 0 80,68 \ 82,4 / LAWN 3x86 2.95 BIT CON( 84 s TOP OF NAIL 75 x --_ n 76.71 77,42 \ �\ \ , w / — _-- 6� ELEV = 84.01 7 5,8 76,57 CB B S ( r l 7 75.43 C 7 .7 7 ,24--c ®RB=76. 9 _ ��1� r - �/ 5 75 _LAANDSCAPED 75.9.. ` ^76, El R�5.68 76,22 76.59 68,3 75 \ 78. 8 CC -7x 8 � / l �\ 8532 5_ 7 ,96 BERM 75,52 0 B= 7..5 8.7 �r87, L O j� x L M`6,���2 74,99 - S,B�— _� x MH 75.66 cc 75,99 76,38 76,576, CB s 78. 4 eDNC gp - �`/ ��, x�� )I� 03 `V �62 xJQ,G�, 5.78 74,74 74.56 CB �17 OH 75.2c 7 pIV B=688 3 79.13 rt �/ ram/ yc,i2/ .8 �8 : 81.06 O �1�7. 7 28 x R=74.01 LP LP P S7 ,21 80 1 8B2 1 LEGEND _ �� 4,= 7674,32 74,52 6 75 q WATER •-� S S x B BOTTOM 73�5 =65.2 cONC 75 LANDSCAPED76,3 76.23 76,54 S S x 78.85r 79.265 l xl °f r / x4 BERM BITUMINOUS CONCRETE BERM x s95/ 9,35 9j` 6 1 � \ =73,06 HYD LANDSCAPED 76.32 .92 _ �6� 7�74 7 7 \ �� x 4 x 73.24 74,51 x � 2 75.5? L' PED 76.74 1 78.36 \ �\ t9\ / / r ' BIT CONIC BITUMINOUS CONCRETE x -- 73,48 32 74,84 C B CATCH BASIN 7 7c 91 _ 73,3 TY T L FL�6 5 x7 . 4 Ci2 5 L l � / 80, 81 ���e / RI77 \� 72,6 HVAC S E 77 _79.74 0 \ \ 84. CC CONCRETE CURB 3,�� 3 '` \ � 1 f ��� � `- 53 r'" /f �� 7,94 78 f2 REFERENCES CMP CORRUGATED METAL PIPE 72.7r 72.18 7231 i6, 74.9 x �� 1` CP `\ 8. .6 \ -- 7 6 / � „ R"-'67749 x'� BrT coNc . Nc DDDR SILL 7 74.s6�7� �x \ x ` -� '• � 9 1 ) LOT LAYOUT PLAN, COMMUNICATION WAY, CON( CONCRETE I=6r,6� D 76,55 / \ \ x \ " EFT ELECTRIC FIRE, TELEPHONE 1 / � ' A1=7 71`$ 722 ELEv = PIv x �\ \ � 7s x\ � 6,j s44� �- BARNSTABLE, MA, BY CIVIL DESIGNS, INC., 66,5 \ 72�/ R67.95 12' CMP HVAci 75 4,15 )S �\ �\ - C ✓ E4 ! L� DATED 1 /6/1986. GR GUARD RAIL f `I 12 CMP F cc , z24 x \\ 4 72 53 `\ GW GUY WIRE 6 .s .a4 >�s 72,46 2 S10RY BRICK 7c?15 x � 9\ �\ �791� . 90,7I� 2) "DIMENSIONING AND UTILITIES PLAN, PROPOSED HVAC HEATING VENTILATION, AIR CONDITIONING ''� � \ 1 74,34 0,92 --- a 3 HYD HYDRANT 5 � 7�?34� 69,7� BACK x76,96 4 x7287 ) / l \ x78 76 FACILITY FOR FIBRONICS, INTERNATIONAL, INC., I INVERT 6 r �' 721. I "U9 NICATION WAY x 2,9 / '' 7x �`� I 76,45 BY CIVIL DESIGNS, INC., DATED 1 /9/1986. x 1 I COMMU / \ t 72.38 1 �25 � '�.,•,. 71.9 f \ ODED X .4X 8D /87. L'SCAPED LANDSCAPED x / x °� II a x 76,88 x \� 7 . 3 ` 4c^ LP LIGHT POLE ERM �` 3G �76,s \\ i'' ✓i �76,35 v x 77s,� x \ ' SILL �'-_ ' - /� _ -� 9I , 75,67 0 MH MANHOLE s .,r� ' GR � OH OVERHANG ' �� z ELEV = 76.49 1 'I - // 78,15 / \ \x 75.46 PIV POST INDICATOR VALVE �� �� 7 x� r- 7 2 x 7 . j 70,9 © 76,0 CD - _�--- ---- 77 71 7968 \` �\ 64 x _ R RIM 69, 75.36 ` 78 \ p 7E? 79.88 S 0 78.75 \ _ 1 75,53 �l % 5.03 S SIGN 71.3� _,,.,. ' 7 /2 -.__ _ - _1 x \\ �� �5,�12' x A 66, / 74, . 7�63 DRA IN 5 71 71, c 75, 56 TRH - S 0-'90,62 � �` 76 41 , SMH SEWER MANHOLE ` 1 � - -- 7518 ,I 7 96 7 's 7 6 x� �` EA EIj J° EASEMENT 72'6 fi' 7 , \x 88 WOODED --- \ �0.32 x 79,52 _ �7 75.45 76x O „74,41 B 1 74, TRANS TRANSFORMER o-�� 1�-- - s x \ ` �'� �= _ �j 1 x - --- �` �-`� � \�s �� _� ` ._ 0^ Ei 7 `� ��� otf57S , 7.00 75.r'S \ / �V 74,2I 74.13 CB UP UTILITY POLE ' x I 6902 . - 4— —x -- s x_ / 76,99, B 31 ��SF'�--� ✓ b928 �0� \\\ -- a� Ga, 7B, 7,.IB �a Q � _._ -- " 1 74,5 GG 73,53 WG WATER GATE 68,4 ' \ \ 78��- GE7 k �69�53 -� 8,43-' -- \ \ �5 _ - UP x 79,55 OVERHEAD WIRE sM 68.2 x 6989> — 74,72 -� x -- U - 750-� 74,64 x 6�9 7c?1 /''- ^� � 74,99 / 7502 � HANDICAPPED PARKING R=68. =59/7 -.o0, o M SUP 74,38 /5 7�5 74s5 7474 Q No. Date Revision I=57.3 x/ x68, 7 J8 7?64 I 68,0 q ---•..' 71.99 3.78 74,55 " W �70.74 7 .99 x x 74,96 ,/ '66. 6 66,E -84-'49 4.6 r'� 6889 x ( 72.17 � � 74,74 74,46 � �3�.��, s .� 6� 7095 73, 8 7 96 Seal 74,35 67 69.45 x �- 74,78 67,77 � ` 71.48 74,2 73,53 65. 4 / DRIVE ' x 6.35 69,17 70,39 71.99 pR/SATE — 100' WIDE) 73.89 • 73.28 6.7,99 65, SMH R=65.34 wool I=SEALED ^� Drawing Title BENCHMARK Off' TOP OF CONCRETE BOUND ELEV = 69.84 0 40 80 120 160 ft EXISTING SCALE: 1 " = 40' CONDITIONS PLAN DRAWING TITLE: PROJECT TITLE: INDEPENDENCE DRIVE ENGINEERING DESIGN CONSULTANTS, INC. SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION 14, EXISTING CONDITIONS PLAN H YAN N I S M ASSACH U S TT project No. Drawing No. MEANS, METHODS, TECHNIQUES, OR PROCEDURES E UTILIZED BY THE CONTRACTOR, NOR FOR THE 4 SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; OR FOR THE FAILURE OF THE CONTRACTOR TO �W ` (BARNSTABLE COUNTY) COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. CARRY OUT THE WORK IN ACCORDANCE WITH MND4 Date THE CONTRACT DOCUMENTS. PREPARED FOR: PREPARED BY: ALL RIGHTS RESERVED a •�327w INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. scale ® ,1 ENGINEERING DESIGN CONSULTANTS, INc.'s 0 1 /29/98 ISSUED FOR SITE REVIEW MAP KWH KWH 'eg, es�°� ®�' 30 TED LANE LIABILITY FOR THIS PLAN IS LIMITED TO THE �� SCALE: DATE: SHEET: PLAN NO.: NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED O A RETRIEVAL SYSTEM, E TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC �� HBOROUGH, MASSACHUSETTS Drawn By Checked By MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD �� MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO DATE REVISION BY BY BY 1 " = 40' JAN 29, 1998 1 OF 1 1561TP1 TELE NO.: (508) 480-0225 FAX NO.: 5O8 485-1937 I 1 NAW-A04'0 RESUrK°IMOONG SIGN ® ,z T� 91 C M1lY SPALDING 9' TOUGIAS ARCHITECTS 6' A" MIN. � Incorporated 5gi-° CROWN 8 PANNG � STA 6 8 C/)I 12 Farnsworth Street MU4'01CONC. Boston, MA 02210 617 542 4522 tel IA. 18 817 542 1432 fax sta-inc.com a-maU . NOTES: ES: ntvenoN NOTE T. SIGN UYODT,COLORS.SYMBOL AND LETTERING . ,SHALL K STANDARO. I TO eE LOOATE0 ON sTi As aaEc7ED. CS DENOTES PINNED CONCRETE CURB STOP 1 METAL P057 f0 BE PAIN1Ep t COATS Of EXT4. `°`""°AT IRCPMA'AWEL(SEE I�°u V DENOTES HANDICAP VAN SPACE ZONING LEGEND: DISTRICT — INDUSTRIAL TO HANDICAP P E D SIGN DETAIL SIGNS SH ALL BE INSTALLED AT END CRITERION REQUIRED EXISTING PROPOSED VVA NOT TO SCALE OF SPACE CENTERED AT END HANDICAP SYMBOL SHALL BE PAINTED MIN. LOT AREA 90,000 SF 270,173f SF 270,173t SF AT CENTER FRONT OF SPACE CATION LOT FRONTAGE 20' 509.34' 509.34' 60, WIDE) FRONT YARD 50' 62.06' 62.06' (pRIVATE HANDICAP PARKING LAYOUT DETAIL SIDE YARD 30' 68.60' 30.70' SCALE "_20' REAR YARD 30' 384.85' 384.85' N82°0 43'E BUILDING HEIGHT 30' MAXIMUM 2—STORY OFFICE 2—STORY EXPANSION 336.011 INFINIUM SOFTWARE BUILDING AREA 25% MAXIMUM 100,000±SF 109,600fSF HEADQUARTERS MAX. IMPERVIOUS COVERAGE 50% 40.95% (122,823f SF) 50.98% (137,722t SF) MIN. OPEN SPACE 50% 54.54% (147,350f SF) 49.02% (132,451 f SF) 25 Communications Way PARKING CLASSIFICATION INDUSTRIAL: 1/700 SF INDUSTRIAL: 0 SF INDUSTRIAL: 0 SF WAREHOUSE: 1/700 SF WAREHOUSE: 0 SF WAREHOUSE: o SF Hyannis, MA 02601 OFFICE: 11300 SF OFFICE: 50,000 SF OFFICE: 59,600 SF PARKING ALLOCATION 231 SPACES 257 SPACES 508-778-2000 HANDICAP PARKING 7 SPACES 7 SPACES N 0 o ° ww TEMPORARY TURN—AROUND r; EASEMENT Z 0 00 N J OD DRAIN EASEMENT DRAIN _ EASEMENT N82°06 43"E 337,27` LEGEND BIT caNc BIT CONC BITUMINOUS CONCRETE END EXIST CONC WALK & GG p CB CATCHBASIN MATCH EXIST CONC CURB �a ATE EXIST _ 7 Space LAWN CB PLUG CONCRETE BOUND/PLUG P a ` MATCH EXIST HP SIGNS alr R / D/ LUG �,� cc R R=7 DMH DRAIN MANHOLE ` MATCH EXIST coNc CURB R=7 ^Q CONC WALK � R= EFT ELECTRIC, FIRE ALARM, TELEPHONE M cc BEl2 EMH ELECTRIC MANHOLE ATCH EXIST 1 GC GRANITE CURB 2 GG _ ---- oNc s3, R=3' c CONC CURB ;n Q NW p ATCH EXIST , ATCH E GG GAS GATE N o BIT CONC CURB CG ,vs s R=3 CC K H YD HYDRANT o� GANG o S CC R N INV INVERT LP LIGHT POLE _ CS MH MANHOLE PVC POLY—VINYL—CHLORIDE a DUMPs�R P� ' a' 24. RCP REINFORCED CONCRETE PIPE 32'so S SIGN N cooc s�PS BIT G NC SB/DH STONE BOUND/DRILLHOLE c _ SMH SEWER MANHOLE cc TMH TELEPHONE MANHOLE 2 STOR`l 6RICK Space N TRANS TRANSFORMER OL �t�1 =3 CCU R � W WATER LINE �U�u� WG WATER GATE LOT 1PRppOSED IN 270,173t S.F. S �3 BOOR G #3 SF *6 TEST PIT #6 OR g,600 O 6.202t Ac. EAST O E'RM 5 WETLAND FLAG �n o A«TO ER 0 °° �R ECB EROSION CONTROL BARRIER VGC VERTICAL GRANITE CURB BuILo�NG � V CC CONCRETE CURB '; 3070 ArK [ DRAIN i DRAIN HCC HAUNCHED CONCRETE CURB PROSED SWSL SINGLE WHITE SOLID LINE OW DEC EASEMEIT. os REM EASEMENT SWBL SINGLE WHITE BROKEN LINE ExlsT DECK ,Qo' Is SB SPEED BUMP =283.34' R-3° No. Hate Revision CCB CAPE COD BERM 068,00 CONC CONCRETE _ R=4 COMP HYDRANT 226-00' seal TS TRANSITION STONE ! HCR HANDICAPPED RAMP S$4°49'46'W •»M CS CURB STOP ..,,.._._..... 430,11' FD FOUNDATION DRAIN ID INTERCEPTOR DRAIN xaM pR1VATE !Q4' WE) DRIVE PPVC PERFORATED POLY—VINYL—CHLORIDE DCB DOUBLE CATCH BASIN U D U N D E R D R A I N Drawing True CO CLEAN OUT DI DUCTILE IRON RD ROOF DRAIN FE FLARED END TD TRENCH DRAIN CW CROSSWALK V HANDICAP VAN SPACE HP HANDICAP SPACE ADDITION LAYOUT & MATERIALS PLAN ENGINEERING DESIGN CONSULTANTS, INC. SHALL DRAWING TITLE: PROJECT TITLE: NOT , RESPONSIBLE FOR CONSTRUCTION LAYOUT AND MATERIALS PLAN 25 COMMUNICATIONS WAY MEANS, METHODS, TECHNIQUES, OR PROCEDURES +� Project No. Drawing No. i g UTILIZED BY THE CONTRACTOR, NOR FOR THE mtir-9712 SAFETY OF PUBI CONTRACTORS EMPLOYEES; GEORGE H YAN N I S, M ASSACH U SETTS OR FOR THE FAILURE REE OF THE CONTRACTOR TO EC�n1ARD ` CARRY OUT THE WORK IN ACCORDANCE WITH Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. 8 SMITH,JR. THE CONTRACT DOCUMENTS. No. ia10a PREPARED FOR: PREPARED BY: January 29, 1998 ALL RIGHTS RESERVED ��Q,BTQa`° INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Scale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES 30 TED LANE 1" = 40• NO PART OF THIS DOCUMENT MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SCALE: DATE: SHEET: PLAN NO.: MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD v SOUTHBOROUGH, MASSACHUSETTS Dram By Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO DATE REVISION BY BY BY 1" = 40' JAN 29. 1998 1 OF 4 214SP1 TELE NO.: (508) 480-0225 FAX No.:(508) 485-1937 PSB I GES W AS ®Copyright Spalding Tougias Architects, Inc. IM ° p NOTE 1 x Y * ...•:' .►, SLOPE Y!X ••. WERE X IS A LEVEL PLANE FLAT TOP ALTERNATE REQUIRED I f•�f' {; i:x FOR SHALLOW STRUCTURES. J 6 FINISH GRADE 5 x6 6 nW1.4xW1.4 wAlx e ff WIDTH VARIES I !" R BRISTLE-BROOM FINISH-� WELDED WIRE MESH TOP COURSE I_O STREET --Lir- �'�- FIN. GRADE N " 4' CONCRETE SLAB -III= IIj11ul �: 6N TOP COURSE 6 x 6 W 1.4 x W 1.4 1i1- `III ° " r' 6°CONCRETE SLAB BINDER COURSE MEASUREMENT i _ MEASU SPALDING �• CURB RAMP SLOPES i - INDER COURSE WELDED WIRE MESH I" FINISH GRADE '° ° °' a` - ° °, o . . ° o , o 3 Flu= Na SCALE T O U G IA S ' .• _ r >, - .• ••...:...., ., ''' O°O O 8" COMPACTED 0 O - IF X IS LESS THAN 18 INCHES• - '.•,I'. c '.:_ - - _-_ - LL . _ THEN THE SLOPE OF THE FLMED LEBARON LKI10 FRAME AND COVER . D $ --GRAVEL -P PROCESSED GRAVEL BASE , pl 90E SHALL NOT EXCEED 1:12 ARCHITECTS 0 I, III �, •o c cyo.r. �• .J3 I II .. o .. o , oO • : pc. a :a�... o . _ 8 COMPACTED i 4 0 . a ate. ij uTl v e ;: .A.00 4 RE- BAR PROCESSED GRAVEL Q •4 it III=11l=III= III=111� :.o oo PUNTING OR OTHER Iaoorporated BIT. CONC.BERM NON-WALING SURFACE •o.. A ::, .:: :o?p;.cb�f�ffT COMPACTED x � CONTINUOUS BASE uu_n SUBGRADE s o PROCESSED GRAVEL BASE x �SDE CONCRETE COLLAR SET FRAME IN FULL m _ n ' I_••• - .: MORTAR BED AND COW. COLLAR. - �6"SCREENED GRAVEL COMPACTED SUBGRADE c /� oo•a GROOVED TOP RING 4.I 81I \--COMPACTED SUBGRADE \ FLAT TOP ALTERNATE REQUIRED SLOPE `e STA ,:,z \ MAX �SLOPC' \ FOR SHALLOW STRUCTURES. 1/4 EXPANSION JOINTS 15 O.C. COMPACTED SUBGRADE te•/ MAX \\\ ECCENTRIC CONE SECTION ('. CEMENT CONCRETE WALK CEMENT CONCRETE DUMPSTER PAD T (SEE ABOVE) 12" ��' STEEL REINFORCING TO MEET NOT TO SCALE A.S.T.M. AND A.As.H.r.O. VERTI CAL CONCRETE CURB NOT TO SCALE 12 Farnsworth Street Boston, MA 02210 CAPE COD BERM 617 542 4522 tel NOT TO SCALE FLARED SIDES RETURNED CURB 617 542 1432 fax NO SCALE NO SCALE SPECIFICATIONS FOR H-20 NOT TO SCALE ' MORTAR ALL JOINTS '�' LOADING - - eta-ine.com a-mail S !I; STANDARD BARREL SECTION MOM. HANDICAP RAMP DETAIL a,ccrAeu rARMwcs SHALL caussT a RAI9ry,RIIHCATED DO U-TH A MAMEM NOT To SCALE MCIRMAL 0.1 M-A HOpR p~1AI R MppIAL A Q N.AHp 91AIL Cd1RA5T MTD MRIALLY MITI AD,[•ri1NI SVII/A2 O1HG CNO ,I UdTad.-pAI„L GR OMIfTo-OH-1IP17.AM. MONOLITHIC BASE �' ;( 5 MIN. SECTION 4'-0° %.I DIA. I OUTSIDE PIPE i DIMENSIPNS i PLUS 2 CLEARANCE TI01; u 8 SCREENED GRAVEL O:•b :=, 60UNI CA , WOE/ (pRl VA TE - UNDISTURBED SOIL OR LEDGE PRECAST CONCRETE DRAIN MANHOLE INFINIUM SOFTWARE NOT TO SCALE HEADQUARTERS IEBARCN L F 248-2 BRICKS MAYBE USED FOR GRADE CATCH BASIN FRAME A°J15rMENTS(3 COURSES MAX.) AND,GRATE OR AS REQ'D BY °PIN -�- 25 Communications Way FRAME TO BE SET IN FULL THE E BED OF MORTAR a WEER-IDLES TO HATE 14MESH GALV. ' CONCRETE " J� .• 24" WIRE,23 GAUGE FASTENED TO WALL INFILTRATOR Hyannis , MA 02601 COLLAR. V00 OPENING AND BACKFlLLEO WITH 2C.F. OF /- '_ � CRUSHED STONE ' �oN A o F Chamber 508-778-2000 H '• 8"MIN. FLAT TO, ALTERNATE REQUIRED FOR SHALLOW STRUCTURES. / \ Z� Standard Model LL_ oo '1• (SEE ABOVE) / 0 r_ 48"OfA- }- 0LL v CLEAR OUTSIDE PIPE DIAMETER NORMAL WATER a _ PLUS 2"CLEARANCE LEBARONINFOR L202 H000 OR EQUAL p TEMPORARY TURN-AROUND 30 REINFORCED CONCRETE • MORTAR SECTIONS TO BE DESIGNED ALL SUMP FOR MIN. H-20 LOADING. d,. EASEMENT 1 JOINTS ^► / Koh Copoclly INFILTRATOR' _ 5" MIN. II chomber and end plate. ' :' 5 MIN. 1 / . TT 8"SCREENED tl . •: ;.� I I GRAVEL - ., A a o, �o :_ • PRECAST CEMENT CONCRETE BASE UNIT .o. o•.p 1 �r UNDISTURBED � � EARTH OR LEDGE L�H Schematic of Single-Layer System SEpTXC (R�CpRD� DRAIN�` --_ PRECAST CONCRETE CATCH BASIN � - - EASEMENT '1. r...,er.n au c.,•Q.. --- --- WITH -- .•r GAS TRAP ----- - ._< - DRAIN NO �°�"`E � o CB EASEMENT uottAnF Top Pipe \I I 70AOIY .80 <' ^ �•A'rer S o t�69.9 7 FINISH GRADE CATCH BASIN CASTING & COVER � � v\i Bot Stone V7'-J•Aa-GICAArovs ' -•' s,ArA\ecC glr.►ACITD I•SC n.• l'� \. "`` 2A"DIA. over°SID.r r.ASKOI j _ AVQ:Alt SOLS A CrSASC S AUROo."oL.WC ,DC CC CUA°ACILb \ \ M A A"Mwl Or JSA'S/AAMAi7 H•OCRX(.rA•$Ir1, INFILTRATOR 1 ` 1 ` _ J \\ \ $FRM \ NTAIN PRECAST CONC.DRYWELL \ (H-20 CONSTRUCTION) PEASTONE � Schematic of Single Layer System / �► - _ _ M - - ^ f \ - \\ ruOVE IT CHIN FILTER i,• 12 R.C.P. _ v '•� _% c 4 u,a • D r Allou o o OB-68.3 C 70. to� ,A s c..v+ ---- =- xi -- Ji / - - C7 R 75.68 \ I \ \ �': ' '�' - '- ,u Q35, T. l - BERM MH B=Z(7.5 CB ai,�T' _ '� I= 0 0 0 0 ccorrar Top Pipe `` `- .� CB SLOPE PA IN \ off UR=76.91­ . . .. - Tp CATCH 8� �'I B=68 cj o o I C3 a c c t� p c - i; •N O,vXIWAAm.O 6 3 .5 0 \- - -- B=65c // WfITER LP S S 6.55 7 c ,o a a o cu ._ • � .. \� Bot=62 .67 \ CB HYD Bot. Stone _ - 50 \ 62. 17 '••.` / x \a o a 11 ¢-<<'s �sq.5 Ov9•r°srcVt r.ASACDJ stAlA�rmr.Ac,ro,Asr _ \ ✓ `° CD rrrr .I Iran_uc=1 --�iu I�_ ICI �� }ZINGCB-4 8� LI \ O 4 }- �Ilf ,1 Is `•L� I-n,sl ll=lu NOIr:ALI sots Ar s.sr AAo N oKwaLaacm AVSr er coA ACRD LEAC CB GRATE '� _ 8 \ R=72.40 i 1 - 72 30 \ �• ro A A-W or JSL srAAaA*V rw°Clo•ocxsrr. a-O DIA.• WITH 4 \ R=70.00 �. O� 1 1=67.60 12.5 7 , 5x .I R 2 1=65.00 SMH \ 1=66.10 » S= .01 x • DI - . INFILTRATO � DETNL A R 1 /7 5x � try 1�0.020 I ac L/2 CRUSHED STONE � LEACHING P11 /\ �2.65x ' •7c\\\\ x� CONNECT EXIST I WITH C8 GRATE \ B CC R00F DRAIN I \ R6. LEACHING PIT (DETAIL A) R=64.00 \ `a �f / �, AIL 8 \ ` 57. 5 -- r% / 4 NTS SEE DET v _ r- Is72.00 2 STORY BRICK `` \ \ / \ \ \ EXIST / v ( �` \ / v///// LOT DRAIN LINE AND a+ I { pRUP�sED BUILD / -OA13 / 7 x ^ � gIRUCTI)RES TO i a' 0 FINISH GRADE CATCH BASIN CASTING & COVER 270,173f S.F. BUILDING , i I I FRANSION f R 70 / R- \ \` ✓ \\ \ \ `//1f OR i SF c8-2 \ 1 ATo 76.00x \ \\ I 6.202f Ac. �_ RM �� I 9'RU�LEV=76.55 _ \� x�5.. 4 UNITS/R0w \ \ r \` ia"oIA. o GR Is FL00 ELEV=66•50 G� 1 Pvc \\ `` - -- ` \ I l l ti LOOR s-o B ASE F _ - r 3.46 PRECAST CONC.D CONSTRUCTION). - - ~` _ E)y r --- --80-- (H-20 CONSTRUCTION) FILTER PEASTONE f, _ �' { - - \ - (�/ \ 1=70.5(1 'FRCP { - o . = 6y PVC � � 74 1 "� / -v_TPA 12" P`IC�1 _' - 1 d f�A1N f \ / a 4 u.4 o ` S=O.000 q �� \ \ Cc' _' \ t\ ` _ $o jit"76W` \ ` - -- _ F\ \ fEA I o \ DRAIN 7 _ _ / R .• : J ' = 1=63.00 �r".� _:- EA SEMEN T 1= 3 'i. c' a o o cI p ❑' �, A l2" PVC ' \ Q �\ \ \ \ \ \ ` ~` -' \ - _ _ / \ CB -�o u• . _ >D _ _ - -- ✓ / ` a sCy/ D/GG No. Date Revision dl. - f3 7 u a o 0 0 0 o a (� 12 PVC (� .- "- \ \ \ \.\ \\ \ \ r ~ - I CB II s j • 'a'G t I= a cm GL7 O S,0.010 �, / f / __,..J, \ / \ \ \ .,� _ `. ._- .._. .._ -. ` - '0-UP r• '�9 c` SMH _- ci CM a i i R=68,�4 SMH / f \ / , -" O �. j5 I Seal tr- I=57.3 R=6015 7.78 _ • Tfij IP 1,�4.' .Y=11(�IIaY r=III=1N U_j 1p:g--I115� '•t!g4I-'111=111�1II II/2"CRUSHED STONE \ \ \ \ �'"�'•� D� y , �Oo DRIVE (pRIVA TE • LEACHING PIT (DETAIL B) NTS Drawing Title SMH R=65,34 I=SEALED FILTER FABRIC TO OVERLAP THE TRENCH AT CENTER. PERFORATED • ?IPEUNV EL.VARIES) °� A.a �•• BASEMENT FLOOR GRADING & MIRAFI OR EQUIVALENT � •o' � ' ° � DRAINAGE PLAN FILTER FABRIC 3/4"-1-1/2" WASHED STONE 6"MIN FOUNDATION DRAIN DETAIL NOT TO SCALE ENGINEERING DESIGN CONSULTANTS, INC. SHALL DRAWING TITLE: PROJECT TITLE: NOT BE RESPONSIBLE FOR CONSTRUCTION 25 COMMUNICATIONS WAY MEANS, METHODS, TECHNIQUES, OR PROCEDURES GRADING AND DRAINAGE PLAN OF UTILIZED BY THE CONTRACTOR, NOR FOR THE Project No. Drawing No. SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; �` GEOR6E OR FOR THE FAILURE OF THE CONTRACTOR TO ,� EDWARD H YAN N I S, M ASSACH U SETTS »-971z CARRY OUT THE WORK IN ACCORDANCE WITH 8 SMITH,JR � Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. THE CONTRACT DOCUMENTS. �Po. 151 6 PREPARED FOR: ,PREPARED BY: January 29, 1998 ALL RIGHTS RESERVED "fro it �' } - INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Seale ENGINEERING DESIGN CONSULTANTS, INC.'S 0 1/29/98 ISSUED FOR SITE PLAN REVIEW PSB GES GES /j,- 30 TED LANE 1» = 40• IYA NO PART OF THIS DOCUMENT MAY BE REPRODUCED. STORED IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC LIABILITY FOR THIS PLAN IS LIMITED TO THE SCALE: DATE: SHEET: PLAN NO.:MECHANICAL, PHOTOCOPYING, RECORDING OR OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF ENGINEERING DESIGN CONSULTANT'S, INC. ANY EXTENT OF ITS. FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD � » � SOUTHBOROUGH, MASSACHUSETTS Drawn By Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. l0 DATE REVISION BY BY BY 1 = 40 JAN 29, 1998 2 OF 4 214SP1 TELE NO.: (rj08) 480-0225 FAX NO.: SOH 485-1937 psa I GI33 IV ( ) W A3 ®Copyright Spalding Tou=ias Architects, Inc. MW . ...... _._. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER ANY SPALDING SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM TOUGIAS THOSE SHOWN ON THESE PLANS. ANY PROPOSED REVISIONS TO ARCHITECTS THE WORK, IF REQUIRED BY THESE SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED BY THE OWNER AND THE Iraoorporated 2. THE CONTRACTOR SHALL NOTIFY THE RELEVANT TOWN DEPARTMENTS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. STA 3. IN ORDER TO PROTECT THE PUBLIC SAFETY DURING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR 12 Farnsworth Street INSTALLING AND MAINTAINING AT ALL TIMES NECESSARY SAFETY Boston, MA 02210 DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND 617 542 4522 tel POLICE DETAILS. 617 542 1432 fax sta-inc.com e-mail 4. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE HAY BALE DIKES ALONG THE PERIMETER OF CUTS AND FILLS, MULCHING, AND PLANTING OF DISTURBED roiv IVA AREAS AS SOON AS PRACTICABLE. r r Y 6. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE 0 UNISITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO ' WOE) .... ........ BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER �pRIVATE 60 CARRIED DEBRIS, SHALL BE COLLECTED AND REMOVED. 7. AT THE END OF CONSTRUCTION, AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, THE CONTRACTOR SHALL CLEAN THE SUMPS OF ALL CATCH BASINS AND THE INVERTS OF ALL DRAIN INFINIUM SOFTWARE 8. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED HEADQUARTERS BY THE RESPECTIVE UTILITY COMPANIES OR MUNICIPAL 1 DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE. NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR IS TO CONTACT DIG SAFE AT LEAST 72 25 Communications Wa HOURS PRIOR TO THE START OF CONSTRUCTION. DIG SAFE J TELEPHONE NUMBER IS 1-800-322-4844. Hyannis , MA 02601 9. THE CONTRACTOR IS TO VERIFY THE LOCATION, SIZE, AND DEPTH OF EXISTING UTILITIES PRIOR TO TAPPING INTO , CROSSING OR -'' 508-778-2000 EXTENDING THEM. IF THE PROPOSED WORK POSES A CONFLICT WITH THE EXISTING UTILITIES, THE ENGINEER IS TO BE NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. / \ 10. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS, DOOR LOCATIONS, AND ENTRY DETAILS. 11. REFER TO PLUMBING DRAWINGS FOR EXACT SIZE AND LOCATION OF WATER, ROOF DRAIN AND SANITARY SEWER CONNECTIONS. ❑ / TEMPORARY TURN-AROUND 12. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHTING CIRCUITS, EASEMENT FIXTURE DETAILS AND BUILDING CONNECTION LOCATIONS. ELECTRICAL CONTRACTOR SHALL CONFIRM THAT SITE LIGHTING LAYOUT WILL PROPERLY COVER PARKING LOT LIMITS AND NOT CAST GLARE UPON ADJOINING PROPERTIES. 13. ALL REINFORCED CONCRETE PIPE IS TO BE CLASS III. ALL ❑ / PVC SANITARY SEWER IS TO BE SDR 35 WITH RUBBER RING JOINTS. ALL PVC STORM DRAIN (PERFORATED AND SOLID) SHALL BE SDR 35, ADS TYPE N12 POLYETHYLENE PIPE OR APPROVED EQUAL; EXCEPT FOR THE ROOF DRAINS WHICH SHALL B LINED DUCTILE IRON. WATER MAIN IS TO BE CLASS 52 CEMENT S �X� !a b DRAIN- ' EASEMENT '`,. 14. WALKS SHALL BE OF 4" THICK PORTLAND CEMENT AND SHALL BE '--- DRAIN CONSTRUCTED ON 6' OF COMPACTED BANK RUN GRAVEL. CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY 0CB EASEMENT COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH WWM 6X6 #10/10, CONFORMING TO ASTM A184. --- 15, THE TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS IS TO BE ~ NOTIFIED PRIOR TO THE START OF ANY WORK ON INDEPENDENCE DRIVE. 16. THE TOWN OF BARNSTABLE WATER & SEWER DEPARTMENT IS TO BE NOTIFIED PRIOR TO THE START OF ANY WORK ON THEIR B wG E MAINTAIN SERVICES. Rim M REMOVE CAT T CpNC � FIEV Tjp11 17. NO LEDGE, BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO OR= 9 BASIN c s 3 BE LEFT WITHIN 6" OF THE WATER AND SEWER IN THE TRENCH, CB --- CB B=68.3 NOR ARE THEY TO BE USED FOR BACKFILL FOR THE FIRST 12" BERM 0 OR B=67.5 CC VVV ABOVE THE SERVICES. T MH CC CB p C O PAVEMEN MH R=76.91 SLrJPE18. STANDARD PAVEMENT AREAS SHALL HAVE 12 INCHES OF GOOD, R 7q.o1 TO CATCH BASING o P1 �B=6a. - CLEAN BANK-RUN GRAVEL, CONFORMING TO MDPW M1.03.1, WITH B-652 wATEa � CONC NO STONES LARGER THAN 3" IN DIAMETER AND SHALL BE PLACED CB yyD AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER SHALL BE REMOVED FROM 5 THE SUB-BASE PRIOR TO PLACING BASE MATERIAL. LEACHING PIT 127 RCP CB- CS-4 WITI1 CB GRATE S=0.030 R=72. 1 STY R=72.30 T 19. STANDARD PAVEMENT AREAS SHALL BE PAVED TO A THICKNESS OF s70.00 1=67.60 1_68.10 B_1 w�CURB 1 3" MEASURED AFTER COMPACTION, WITH A 1 1/2 " BINDER COURSE .65.00 SMN I=66.10 S= 0 NC 1f DI W HOOD a�C AND 1 1/2" TOP COURSE OF CLASS I BITUMINOUS CONCRETE SEE DETAIL A R 66 67 ` / S=0.020 PAVEMENT, TYPE 1-1. LEACHING PIT CONNECT EXIST l" CB GRATE C 7 2 20. HEAVY DUTY PAVEMENT AREAS SHALL HAVE 12" OF GOOD CLEAN `MTM �A4.16 CB CC ROOF DRAIN S=0 3B 1- Ra64.00 ( R=71,ss 1-72.00 c� BANK-RUN GRAVEL CONFORMING TO MDPW SPECIFICATION SEE DETAIL B 1-67. 2 STORY BRICK M1.03.1, WITH NO STONES LARGER THAN 3" IN DIAMETER AND T �, y SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON REIAO� EXIS ING o 12 P ROLLER. THE SURFACES SHALL BE WET DURING ROLLING TO LOT 1 DRAN LINE AND PROPOSED gD _ �.`� 0 13 ¢HyD BIND THE MATERIAL. ALL STONES OF 4" DIAMETER OR LARGER STRUCTURES TOsI01r BUILDING. + R 70.80 SHALL BE REMOVED FROM THE SUB-BASE PRIOR TO PLACING BASE 270,173f S.F. MATERIAL. OR o '$ SF CB_2 CUR LET INFILTIt0 1 (� 600 6 ROWS 21. HEAVY DUTY PAVEMENT SHALL BE PAVED TO A THICKNESS OF 4" 6.202t Ac. �E�M FLOOR ELF -76'S5 GG W/H 1 �NiTs/R0W C o IST O MEASURED AFTER COMPACTING, WITH A 2 1/2 BINDER COURSE c� FLOOR ELEV_66.50 s p000 M PVC (rip) o.000 AND A 1 1/2 TOP COURSE OF CLASS I BITUMINOUS CONCRETE Z-+ PAVEMENT, TYPE 1-1. SE 30RD 1 BASE DM I_ 0 1=63.45 CD RS75' RCP IN 22. THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT IN cx EM 1=70.50 TWO COURSES AS SPECIFIED IN THE "COMMONWEALTH OF p I_7050 12 CP IN t MO rRA S _ .50 12' PVC IN � DRAIN DRAIN MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAY AND 6 PVC CO Cp 1_70 I EASEMENT BRIDGES", 1988 EDITION SECTION 460 FOR CLASS I BITUMINOUS S=0.000 / EASEMENT CONCRETE PAVEMENT, ASS SPECIFICALLY SET FORTH IN SECTION 1=63.00 ' 460.20 AND 460.82. 1f PVC No. Date Revision S=0.000 40 v� S Cw 04949 CB 23. ANY EXISTING PAVEMENT REMOVED FOR UTILITY TRENCH 12" PVC b' . EXCAVATION WITHIN CONSTITUTION BOULEVARD OR OTHERWISE 5=0.010 ' Seal DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH A SMH aPr E ' FULL DEPTH OF PAVEMENT SECTION AS SHOWN ON THE TRENCH I5 34 RM6778 O'TNuv PATCHING DETAIL INDICATED HEREON. 1=59.0 24. EROSION CONTROL GRASS MIXTURE (SIDE SLOPE GREATER THAN 4 HORIZONTAL TO 1 VERTICAL) FOLLOWING COMPLETION OF GRADING. THE FOLLOWING SEED MIX SHALL BE APPLIED: ■BM TYPE OF SEED % BY WEIGHT (PRIVATE 100' WIDE) DRIVE CREEPING RED FESCUE 30 TALL FESCUE 30 WHITE DUTCH CLOVER 30 Drawing Title RED TOP 10 SEED AT THE RATE OF 2#/2,000 SF R 65.34 USE THE ABOVE MIX AT THE RATE OF 50#/ACRE AND 1=SEALED WITH 1/2 BUSHEL/ACRE OF WINTER RYE 25. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED WITH A MINIMUM OF 4" OF TOP SOIL SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. 26. ALL STUMPS, TOP SOIL, SUB SOIL AND OTHER DELETERIOUS UTILITIES (X, MATERIALS ARE TO BE REMOVED FROM THE PROPOSED BUILDING AND PAVING AREAS. 27. CONTRACTOR SHALL REVIEW SITE BORING RESULTS AS PROVIDED CONSTRUCTION BY INFINIUM SOFTWARE. NOTES DRAWING TITLE: PROJECT TITLE: ENGINEERING DESIGN CONSULTANTS, INC. SHALL NOT RESPONSIBLE FOR CONSTRUCTION UTILITIES PLAN 25 COMMUNICATIONS WAY MEANSS,, METHODS, TECHNIQUES, OR PROCEDURES - Project No. Drawing No. UTILIZED BY THE CONTRACTOR, NOR FOR THE tp SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES; ORGE H YAN N I S MASSACHUSETTS INP-9712 E OR FOR THE FAILURE OF THE CONTRACTOR TO DWAR pMIARD .. CARRY OUT THE WORK IN ACCORDANCE WITH Date COPYRIGHT (C) BY ENGINEERING DESIGN CONSULTANTS, INC. SMITH. January 29, 1998 ALL RIGHTS RESERVED THE CONTRACT DOCUMENTS. �No.lalo� PREPARED FOR: PREPARED BY: ENGINEERING DESIGN CONSULTANTS, INc.'s 0 1 29 98 ISSUED FOR SITE PLAN REVIEW PSB GEs GEs ;°to INFINIUM SOFTWARE ENGINEERING DESIGN CONSULTANTS, INC. Sale 1- = 4D' LIABILITY FOR THIS PLAN IS LIMITED TO THE / / 30 TED LANE MECHANICAL, PHNO PART OF IS DOCUMENT MAY BE REPRODUCED, STORED OTOCOPYING, RECORDING OR OTHERWISE WIITHIN A OUT THE IEVAL SYSTEM.RIOR WRITTEN PE TRANSMITTED OFEENGI ENGINEERINGM OR BY ANY DESIGN CONSULTANTS, INC. ANY EXTENT OF ITS FEE LESS THIRD PARTY COSTS. REV. MADE CHKD APPD SCALE: ' DATE: SHEET: PLAN NO.: SOUTHBOROUGH, MASSACHUSETTS Drawn By Checked By MODIFICATIONS TO THIS DOCUMENT WITHOUT THE WRITTEN PERMISSION ENGINEERING DESIGN CONSULTANTS, INC. SHALL RENDER THEM INVALID AND UNUSABLE. NO DATE REVISION BY BY BY 1 = 40 JAN 29, 1998 3 OF4 214SP1 TELE NO.: (508) 480-0225 FAX NO.:(508) 485-1937 PSB GES IV W A3 ©Copyright Spalding Tougias Architects, Inc. MW I;. I ZZ j SPALDING TOUGIAS r ARCHITECTS Iaoorporated STA 12 Farnsworth Street Boston, MA 02210 ...� 0"M amen OMM RW 617 542 4522 tel i 617 542 1432 fax sta-inc.com a-mail CORPORATE °N TORKtiE dwce ors+TO MOLM C I t e Mai BOARD ROOM MALOPW orr o�e�aa J' i J,. nnn000n f tU M i f �I /` is f // ! / ,r ,i` f 'airu" ❑ Cl f, ClDlMO ROOM ❑ M Ul i �. INFINIUM SOFTWARE C+RAI°�IIC9 ROOM a*Kx ROOM CFFICE aVICE CM op"Ce ol�ce oFFrce 25 Communications Way Hyannis, MA 02601 j 'j i JfTL LLT- 508-778-2000 TA Inc. Structural Engineer 12 Farnsworth Street Boston, MA 02210 617-350-8911 j' ADA Engineering Mechanical Electrical 271 Main Street Stoneham, MA 02180 ' �cDDI TI ON S�GO1�lD �LOO�? �'L�l�l 781-279-2800 r EDC, Inc. Civil Engineering 30 Ted Lane Southborough, MA 01772 508-778-0225 14 it 'i i ors one !' ELEVATOR MACHINE ROOM o 0 0 0 NrewN�u 3500 LB. r' Y0RAULIC ELEVATOR / / ,'' r � � /• / 9 /"' EL�i %, -'"^ /,, s" j/ '� �`` rj ' r� lri t`� ,� /:.' ,/ J/' rj /' !�. r' j! F i r/r�r, / ,✓`� i` 'J rr''' f iir`'�/ j is ri/,, / /�, ,/'• / �;/ /�� j /j /,j'rf i! ',r Ji l' /f, f.f' fj /; /` f �' � ,/' F''l ,/'' �F f � ff�, /'` ,/ /�F ,.� % ! / !` `r ,/` %f !' ,r/' -'r /� //'/ 1 f. ;/'� i i r:' f /• 1'` /r /� !/�� ® g N• j` ,/'' to 0 0 0 owi= caaee>e� /STCpAcw Ar*-A 2-9-98 FOUNDATION PERMIT No. Date Revision OWN ill Seal CJ MASS. v� ri7TvivVG /'f �iTORAGEOF r , I� OPFICd 0"KX Drawing nue i I it W000 PECK NEW TERRACE t' r�DDI TI ON �OUND�TI ON I`'L�N �DDI TI ON 1=I�'.ST FLOOR �'Lr�cN ADDITION 2 FLOOR PLANS I SHADED AREA REPRESENTS f NEW CONSTRUCTION Project No. Drawing No. i 26-9712 Data 4-4 December 2,1997 Scale A— 1 Drawn By I Checked By ap I I __- IWAI-O @Copyright Spalding Toudias Architects, lne. 1997 I I' I i i SPALDING TOUGIAS ARCHITECTS Incorporated i STA 12 Farnmorth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax sta-ino.com a-mail 6 AA 55 CC 5 5.9 C C.3 C.4 4 1 � '- 9& 911 91� 1�'-011 20'-011 25'-$" 23'-8" 1'_�" 8 —6 II 11-411 k INFINIUM SOFTWARE I HEADQUARTERS 25 Communications Way Hyannis, MA 02601 508-778-2000 'I i I CBI, Inc. Structural Engineer 12 Farnsworth Street LINE OF DOCK Boston, MA 02210 LEVELER ABOVE . 817-350-8911 0' _ 5 ADA Engineering, Inc. 4.9 _ —�— — T �— I Mechanical Electrical LEv. BUILDING C NSTRUCTION JOINT 271 Main Street i"iACH. CONTINUOUS AT PERIMETER? Stoneham, MA 02180 ——— ROOM 781-279-2800 3500 L5. HYDRAULIC FD.❑ �.❑ J uP PASSANGER ELEVATOR STORAGE AREA EDC, Inc. Civil Engineering t' F.F. E L E V. 65 1 30 N Ted Lane Southborough, MA 01772 508-480-0225 i j F.D.❑ F.D.❑ .1 FD.❑ - 4.1 i 4 i I I i I i i �I 1n I N j Q1 h EGRESS 3 — f STOI RAG A E A Q cv is I 2-9-98 FOUNDATION PERMIT 2 No. Date Bevwon seal LOCKED LOCKED KS A1A � STORAGE TORAGE _ ���OM � M S. �4f OF VA�`��' 1.3 j c�1 Drawing Title i 0 i — i I' 1n —oil Iro 1�-411 ADDITION oe 31�-411 LOWER LEVEL PLANS AA AA.1 55.1 CG A j, Project No. Drawing No. INF-9712 i Date January W. 1998 A— 1 . 1 Scale Drawn By (Checked By iue I INFAI-1 ®Copyright Spalding Tougiae ArohiteoU, Inc. 1997 i i SPALDING TOUGIAS ARCHITECTS Iaaorporatod 4 STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel I� 617 542 1432 fax eta-ine.Com a-mail AA 55 GG 5 5 B C C.3 G.4 I 9�y-8" lo 9" l�0'-0" 20'-0" 25'-8" 23'-8" 1'-4" S'-8" 1'-4" INFINIUM SOFTWARE HEADQUARTERS rh I' 25 Communications Way Hyannis, MA 02601 ST i 508-778-2000 CBI,Inc. Str DUMPSTER F,4D 12 Far ctural sworth ineer Street Boston, MA 02210 617-350-8911 s— I Dial 5 p� ADA Engineering, Inc. Mechanical 4.9 Electrical I 271 Main Street DN Stoneham, MA 02180 781-279-2800 UP Civil Engineering r CONSTRUCTION 30 Ted Lane N Southborough, MA 01772 JOINT 508-480-0225 4 L � (P CONSTRUCTION JOINT 3Ti i N i P 2-9-98 FOUNDATION PERMIT i 2 = No. Date Revision I I seal �(�P A 00 iViB"ie7�e ��. i'NOF L Drawing Title i In EXISTING WOOD DECK ADDITION TERRACr FIRST FLOOR ; PLAN ��41-411 15'-O 16'-g" 11-411 Project No. Drawing No. INF-9712 Date ,4A 14A.1 55.1 CC A January 22, 1998 A_ 11. . 2 Scale Drawn By I Checked By IIVFIRI-2 QCopyright Spalding Tougias Arohlteots, Inc. 1997 ---- - --- - -- _ _ _ - _ - _ - - -- ----- - - --- - __ ---- - - ------ - -- -- --_ - -- -- --- —-- --- -- -- ---- --- I i r i SPALDING TOUGIAS ARCHITECTS Isacorporated STA 12 Farnsworth Street Boston, MA 02210 617 542 4522 tel 617 542 1432 fax eta-lnc.com e-mail I I I 9" 1G>'-fG/" 2YJi-0" 25'-8" 23'-8" 1'-411 8'-8" 11 _4II INFINIUM SOFTWARE I I I HEADQUARTERS I ( 25 Communications Way I I Hyannis, MA 02601 508-778-2000 I I I I I I I CBI, Inc. Structural Engineer 12 Farnsworth Street Boston, MA 02210 617-350-8911 I I I 5 ADA Engineering, Inc. Mechanical 4.9 _ Electrical ON 271 Main Street Stoneham, MA 02180 781-279-2800 ICI i - EDC, Inc. ILJ Civil Engineer i- 30 Ted Lane N Southborough, MA 01772 N I I 508-480-0225 I I I 4.1 _ 4.1 r � _ ; I � , i itl r I 3 $ - ❑ 13 I L � ( N 2-9-98 FOUNDATION PERMIT 2 — ❑ No. Date Revision i seal i _ I i I j CA SRIDGF, MASS. � DN 1.3 - � I �. - _ Drawing Title 1.a —I- —�- _ I ADDITION SECOND FLOOR g" 41-4 15'-o" ,��_Q�I i,_4�� PLAN I I II I II P2No. Drawing No. >NF-9712 Date January 22, 1998 A- 1 . 3 scale Drawn By I Checked By i gp INFNI-S ®Copyright Spalding Touglas Architects. Ino. 1997 i I i j SPALDING TOUGIAS occ- I—oil B A!A AInRoCoHrpITozEaCtTaS I- II I-811 I-�II I-0II1'-4 + 1023 25 20 16 d STA f ( I 12 Farnsworth Street EXISTING BUILDING NEW CONSTRUCTI ON Boston, ua 02210 k G I 617 542 4522 tel 617 542 1432 fax I I I 11 < VENT AT ELEVATOR I eta-inexom e-mail HOISTWAY ROOF ELEV. II O ® I ® O © © © © ® ® ® ® ® El�jj m 2ND FLR. ELEV. 711 I f ! INFINIUM SOFTWARE LL �5:��--=U-I I � IST FLR. ELEV. r HEADQUARTERS i CONC. SLA>31=0R I 25 Communications Way DUMPSTER PAD i L.L. ELEV. Hyannis, MA 02601 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 508-778-2000 NORTt� ELEV�TI ON W/ r°cDDI TI ON CBI, Inc. Structural Engineer 12 Farnsworth Street I Boston, —8 02210 617-350-8911 i......__...... i 4'-411 15'-0" 16'-8" 1'-�" t i I ! ADA Engineering, Inc. Mechanical NEW CONSTRUCTI ON EXISTING BUILDING I Electrical 271 Main Street Stoneham, MA 02180 781-279-2800 ROOF ELEV. EDC, Inc. Civil Engineering 30 Ted Lane I 1 s I T.OJ. 102'-6" Southborough, MA 01772 i 508-480-0225 ____-.____._._.._____ _.___._..-._.�___�___..._____�__..___.�._.._:-._____.-...._..__ __.�__�-.____.__ � � I .-....__.-___._._.____ _._____w_________-..._.__.__.________..________._._ __-_____.____�.. ' 2ND FLR. ELEV. i I -i_ __. ______.__.___ I _ 1 I I I ! I - IST FLR. ELEV. I I I i L.L. ELEV. '� 50UT� ELEV�TI ON hl/ r°�DDI TLON I a 6 5 4.9 4.1 3 2 1.3 1.2 1 2-9-98 FOUNDATION PERMIT 3'-0"(, 23'-�" 25'-8" 20'-0" v 15'-S" ,4'-3"14'-$" No. Date Revision , i � I I ' NEW CONSTRUCTION seal k � I� f i 6 i F VENT AT ELEVATOR HOISTWAY ROOF ELEV. T.O J. 102'-ro" ��1 'OF _. — - ALUM. INSULATED WINDOW Drawing Title G ® ® ® ® ® © ® ® ® © 0 © © © ® ® ® ® ® ® © SYSTEM TO MATCH EXISTING m ! _._._._,.�......,.__..__-__�___...__..._.._-_.�....___._._...�...._.___._ _........_. ___._.__�,.__._.....-.._._.._ __ .._._.._..__..__....._.._......-.__...._�..__..____._._.__-_._._..._.._,...._ __._�._.�..._.....-.. ._._.._�� ;_...-.._. 4" BRICK VENEER TO 2ND FLR. ELEV NEW CANOPY ^~ MATCH EXISTING AT EGRESS STAIR 89'-2" NEW TERRACE OVER SAND SASE cfJ ADDITION IST FLR. ELEV. (� EGRESS STAIR - � ION S E LE VAT ' SLOPE GRADE TO NEW I '� EGRESS DOORWAY -I L.L. ELEV. i- - - - - �— - - - - - -- ---------------- — ------ - - - - - - - - - - - - - - - - - - C - - - - - - -I - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Project No. Drawing No. IDiF-9712 V4E5T ELEVATION W/ ADDITION D°`� January 28, 1998 Scale A- 2 . 0 Drawn By I Checked By -J ILI I. ap I i INFNZ-O ®Copyright Spalding Tougiae Architects, Inc. 1997 y C GENERAL FOUNDATIONS AND BACKFILL G1 CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATING ALL DIMENSIONS WITH F1 BEARING MATERIALS AND FOOTING ELEVATIONS SHOWN ARE BASED ON AVAILABLE INFORMATION IF UPON ARCHITECTURAL DRAWINGS IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED AND SHALL RESOLVE EXCAVATION, DEVIATIONS FROM THE INDICATED CONDITIONS ARE DISCOVERED, THE AFFECTED FOOTING SHALL THE CONFLICT. BE REPORTED TO THE ARCHITECT AND THE SIZES AND ELEVATIONS MAY BE CHANGED AT THE ARCHITECTS DIRECTION. SPAL IN G2 IN ANY CASE OF CONFLICT BETWEEN THE DRAWINGS AND THE PROJECT SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. F? ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED MATERIAL. THE ARCHITECT SHALL BE NOTIFIED A TOU IRS MINIMUM MINIMUM OF 24 HOURS INADVANCE OF FOOTING CONCRETE PLACEMENT G3 THE CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT PRIOR REVIEW BY THE ARC III ECTS ARCHITECT. FS NO FOOTINGS SHALL BE PLACED IN WATER, NOR UPON FROZEN GROUND G4 WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT F4 MATERIAL ADJACENT TO AND BELOW FOOTINGS SHALL BE KEPT FROM FREEZING AT ALL TIMES. IF ANY SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. MATERIAL IS FOUND TO BE FROZEN IT SHALL BE REMOVED AND REPLACED WITH CONCRETE IF ANY FROZEN MATERIAL IS FOUND BELOW THE SLAB—ON—GRADE, IT SHALL BE REMOVED AND REPLACED WITH ENGINEERED G5 ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND LOCAL LAWS AND REGULATIONS STRUCTURAL FILL. STA G6 GENERAL CONTRACTOR SHALL COORDINATE LOCATIONS OF OPENINGS, PITS BOXES SUMPS TRENCHES F5 HAND EXCAVATE THE FINAL INCHES OF MATERIAL TO THE BEARING LEVEL AT ALL FOOTINGS 12 Farnsworth Street SLEEVES, DEPRESSIONS, GROOVES, AND CHAMFERS, WITH MECHANICAL, ELECTRICAL AND PLUMBING TRADES Boston, MA 02210 F6 ALL FOUNDATION WALLS SHALL BE BRACED DURING BACliFILL OPERATIONS AND SHALL REMAIN BRACED 617 542 4522 tel G7 THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT UNTIL PERMANENT RESTRAINTS HAVE BEEN INSTALLED SEE CONCRETE NOTES AND DRAWINGS FOR ADDITIONAL 617 542 1432 fax PARTS NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION IT IS THE REQUIREMENTS. sta-ine.com e-mail SOLE RESPONSIBILITY OF THE CONTRACTOR TO MARE PROPER AND ADEQUATE PROVISIONS FOR STABILITY OF, AND ALL STRESSES TO THE STRUCTURE DUE TO ANY CAUSE DURING CONSTRUCTION F7 ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER MEMBERS SUPPORTED UNLESS OTHERWISE NOTED. G8 CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL REQUEST ALL DIMENSIONS OR F8 REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL DATA AND CRITERIA. INFORMATION REQUIRED TO PERFORM THE WORK FROM THE ARCHITECT WORK COMPLETED BY THE CONTRACTOR WITHOUT DIMENSIONS OR INFORMATION SHALL BE DONE AT THEIR OWN RISK AND SHALL BE F9 FOUNDATIONS AT THE EXTERIOR SHALL BE SET AT OR BELOW THE FROST DEPTH. REMOVED AND REINSTALLED TO THE SPECIFICATIONS OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. STEEL DECK STRUCTURAL DESIGN CRITERIA SD1 ALL STEEL DECK SHALL BE BY UNITED STEEL DECK, INC OR EQUAL. 1. CODES MASSACHUSETTS STATE BUILDING CODE SIXTH EDITION SD2 THE DESIGN, FABRICATION AND INSTALLATION OF ALL STEEL DECK SHALL CONFORM TO THE 2. LOADS: REQUIREMENTS OF THE STEEL DECK INSTITUTE DESIGN MANUAL FOR FLOOR AND ROOF DECKS THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS AND THE AWS STRUCTURAL A. LIVE LOADS. WELDING CODE, ALL LATEST EDITIONS. 1. LOADING/PRINTING AREAS 125 PSF 2. OFFICE 75 PSF SD3 STEEL DECK SHALL BE GALVANIZED, ASTM A653, STRUCTURAL QUALITY GRADE 33, MINIMUM YIELD STRESS 33,000 PSI WITH G60 COATING. B. DEAD LOADS. INFINIUM SOFTWARE 1. DRYWALL PARTITIONS 20 PSF SD4 THE REQUIREMENTS OF THE MANUFACTURER SHALL BE FOLLOWED FOR DECK ERECTION AND CONNECTION 2. M/E/P 5 PSF SD5 NO HANGERS SHALL BE HUNG DIRECTLY FROM THE ROOF STEEL DECK HEAD Q UARTERS C. SNOW LOADS: 1. BASIC GROUND SNOW 25 PSF SD6 THE DECK CONTRACTOR SHALL COORDINATE OPENINGS WITH THE TRADES. SD 7 A . D. SEISMIC LOAD. y ALL STEEL DECK SHALL EXTEND A MINIMUM OF TWO SPANS UNLESS OTHERWISE NOTED 1. MASSACHUSETTS BUILDING CODE SIXTH EDITION. Aa = Av 0.12 S = 1.0 SD6 SELF—TAPPING SCREWS USED FOR DECK ATTACHMENT (SEE ATTACHMENT SCHEDULE FOR LOCATIONS) 25 Communica ti ons W a R = 4.5 SHALL BE HILTI KWIK—PRO WITH HEX WASHER HEADS OR APPROVED EQUAL. Hyannis, MA 02601 Cd = 4 V = 0.059W SD9 WELD WASHERS USED FOR DECK ATTACHMENT SHALL BE 16 GA. WITH NOMINAL 318- DIAMETER HOLES 508-778-2000 E. WIND LOAD: CONCRETE 1. BASIC WIND SPEED 90 MPH (SUBURBAN AREAS, TOWNS, CITY OUTSKIRTS, WOODED AREAS, ROLLING TERRAIN) C1 UNLESS OTHERWISE NOTED ALL CONCRETE SHALL BE NORMAL WEIGHT, 314" STONE CONCRETE WITH 4000 2. STRUCTURE 21 PSF PSI 28 DAY COMPRESSIVE STRENGTH ALL CONCRETE EXPOSED TO WEATHER AND CONCRETE FOR FOUNDATIONS SHALL BE AIR ENTRAINED CONCRETE ON STEEL DECK MAY BE 3000 PSI 28 DAY STRENGTH. F. FOUNDATION CONDITIONS ASSUMED FOR FOUNDATION DESIGN INCLUDES AN ALLOWABLE SOIL BEARING CAPACITY OF 1 112 TSF WATER TABLE WELL BELOW THE FINISHED FIRST FLOOR LEVEL, AND FROST DEPTH OF C2 ALL REINFORCING SHALL BE ASTM A-615 GRADE 60. WELDED WIRE FABRIC SHALL BE ASTM A-185. 4 IT C3 ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE FOR CONCRETE PLACEMENT ADDITIONAL BARS STRUCTURAL STEEL OR STIRRUPS SHALL BE PROVIDED FOR SUPPORT OF ALL BARS AS REQUIRED Consulting Inc. C4 LAP CONTINUOUS REINFORCEMENT AS FOLLOWS, U.O.N. (ASSUMES CONCRETE COVER GREATER THAN ONE 12 Farnsworth Street 31 REFER TO THE PROJECT SPECIFICATIONS FOR DETAILED REQUIREMENTS FOR MATERIALS AND WORKMANSHIP BAR DIAMETER, CENTER—TO—CENTER BAR SPACING GREATER THAN THREE BAR DIAMETERS): Boston, Massachusetts 02210-1276 S2 STRUCTURAL STEEL DESIGN, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF 4000 PSI CONCRETE. THE LATEST EDITION OF THE AISC SPECIFICATIONS FOR THE DESIGN FABRICATION AND ERECTION OF (617) 350-8911 (617) 426-2971 Fax STRUCTURAL STEEL BUILDINGS. BAR SIZE TOP BARS* OTHER BARS S3 STRUCTURAL STEEL SHALL BE NEW STRUCTURAL CARBON STEEL CONFORMING TO: #3 18" 16" #4 24 pp 19" ROLLED SHAPES, PLATES, AND BARS ASTM A36 ASTM A572 GRADE 50 (WHERE NOTED) #5 30" 23" STRUCTURAL TUBING. ASTM A500 GRADE B 16 40" 31" STEEL PIPE. ASTM A53 GRADE B #7 54 42" 71 #9 90" 69" S4 ALL SHOP AND FIELD CONNECTIONS SHALL BE BY WELDING OR HIGH STRENGTH BOLTS, AND SHALL BE AT LEAST ABLE TO DEVELOP THE FULL AXIAL OR FLEXURAL LOADING OF THE MEMBER TO BE CONNECTED UNLESS 3000 PSI CONCRETE: OTHERWISE SHOWN ON THE DRAWINGS BAR SIZE TOP BARS* OTHER BARS S5 ALL BEAM-TO-BEAM, BEAM-TO-GIRDER, AND BEAM OR GIRDER-TO-COLUMN CONNECTIONS SHALL BE PER AISC SPECIFICATIONS #3 21 16" S6 WELDING SHALL CONFORM TO AWS D1.1, SHALL BE DONE BY CERTIFIED 'WELDERS AND J4 28"- SHALL BE #5 35'0 27" UNDERTAKEN BY A FABRICATOR QUALIFIED BY THE AWS. #6 46" 35" S7 UNLESS OTHERWISE NOTED ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREADS EXCLUDED #7 63" 48" FROM THE SHEAR PLANE ALL BOLTS IN BOLTED CONNECTIONS SHALL BE 314 INCH DIAMETER 06 62't 63" HIGH-STRENGTH BOLTS CONFORMING TO ASTM A325 UNLESS OTHERWISE NOTED. THE MINIMUM NUMBER OF 19 104 80" BOLTS TO EACH CONNECTED MEMBER SHALL BE TWO *TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS S8 ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 ALL ANCHOR BOLTS SHALL BE 1" DIAMETER UNLESS OTHERWISE NOTED. C5 TERMINATE ALL CONTINUOUS BARS WITH STANDARD HOOKS S9 ALL WELDS SHALL BE 114" FILLET WELDS UNLESS OTHERWISE NOTED OR THE AISC MINIMUM WELD SIZE IS C6 MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS GREATER ALL WELDING ELECTRODES SHALL MATCH WELDED MATERIALS' PER AWS SPECIFICATIONS CAST AGAINST AND PERMANENTLY EXPOSED SIO STUD SHEAR CONNECTORS SHALL BE 314- DIAMETER X 3- LONG U.O.N., CONFORMING TO ASTM A-108, TO EARTH.• 3" GRADE C105. STUD SHEAR CONNECTORS SHALL BE WELDED TO STEEL BEAMS THROUGH STEEL DECK CAST AGAINST FORMS AND EXPOSED TO EARTH ACCORDING TO THE RECOMMENDATIONS OF AWS AND THE DECK AND STUD MANUFACTURER OR RRA THER-- S11 PROVIDE 314- THICK NON-SHRINK GROUT AND 114- THICK LEVELING PLATES UNDER ALL COLUMN BASE NO. 6 AND LARGER. 2 PLATES. NO. 5 AND SMALLER: 1 112 S12- ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION NOT EXPOSED TO WEATHER OR EARTH— SLABS WALLS AND JOISTS— S13 ALL CUTS HOLES COPINGS, ETC REQUIRED IN THE STEEL SHALL BE SHOWN ON THE SHOP DRAWINGS NO, 14 AND LARGER. 1 112" CU T S COPI NGS, 3 AND MADE IN THE SHOP OR BURNING OF HOLES, ETC. IN STRUCTURAL STEEL MEMBERS IN NO. 11 AND SMALLER. 14" THE FIELD WILL NOT BE PERMITTED. BEAMS AND COLUMNS- 1 112- S14 TEMPORARY BRACING OF STEEL MEMBERS DURING CONSTRUCTION IS REQUIRED AND IS THE C7 CONSTRUCTION JOINTS ARE NOT PERMITTED EXCEPT AS SHOWN ON THE DRAWINGS OR AS REVIEWED BY RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER. S15 ALTERNATE CONNECTION DETAILS THAN THOSE SHOWN ON THE DRAWINGS MAY BE USED IF SUCH DETAILS C8 ALL CONCRETE SLABS-ON-GRADE AND SLABS ON STEEL DECK SHALL HAVE MINIMUM WWF 6 X 61W1.4 X ARE SUBMITTED TO THE ARCHITECT FOR REVIEW AND ACCEPTANCE HOWEVER, THE ARCHITECT SHALL BE THE W1.4 PER 4 INCH THICKNESS U.O.N. SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C9 MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED UNDER ALL CONCRETE DESIGN OF ANY ALTERNATE DETAILS WHICH HE PROPOSES, AND ALL ADDITIONAL COSTS ATTENUATED SLABS-ON-GRADE UO.N. THEREWITH. C10 CONTRACTOR TO LOCATE AND COORDINATE ALL INSERTS, SLOTS, SLEEVES, OPENINGS, PIPES, ETC. AS S16 THE CONTRACTOR SHALL COORDINATE OPENING SIZES AND LOCATIONS IN THE FLOORS AND ROOF FROM REQUIRED. THE ARCHITECT AND MECHANICAL DRAWINGS AND SHALL PROVIDE HEADER MEMBERS IF REQUIRED. C11 CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE OR WHICH INCREASE THE POTENTIAL No. Date Revision S17 FILLER BEAMS SHALL BE SPACED EQUALLY BETWEEN ESTABLISHED DIMENSIONS, U.O.N. FOR CORROSION OF EMBEDDED METAL ITEMS SHALL NOT BE USED IN ANY CONCRETE S18 APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE OF SHOP DRAWINGS PREPARED BY THE C12 ALUMINUM ITEMS SHALL NOT BE PLACED IN CONCRETE Seal FABRICATOR IS IN NO WAY INTENDED TO TRANSFER RESPONSIBIMTY TO THIS REPRESENTATIVE FOR THE PROPER AND ERROR-FREE INCORPORATION OF ALL PERTINENT INFORMATION (E.G. BE" SIZES, DIMENSIONS C13 PIPE OR CONDUIT EMBEDDED IN SLAB SHALL NOT EXCEED 113 THE SLAB THICKNESS AND SHALL BE STEEL GRADES SPECIFIC CONNECTIONS) INTO THE SHOP DRAWINGS WHERE THE FABRICATOR MUST SELECT PLACED WITHIN THE SLAB MIDDLE THIRD OF THICKNESS. MINIMUM CLEAR SPACING OF CONDUIT/PIPE Is 3 X AMA OR COMPLETE CONNECTION DETAILS NOT SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, HE SHALL BE OD NO CONDUIT/PIPE TO BE PLACED CLOSER THAN 12" FROM COLUMN FACE , RESPONSIBLE FOR THE ADEQUACY OF THE DESIGN OF THESE CONNECTIONS HE IS OTHERWISE RESPONSIBLE AIG \ BA FOR CORRECT INCORPORATION INTO THE SHOP DRAWINGS, NOT THE ADEQUACY OF THE DESIGN, OF ALL OTHER C14 CONCRETE DESIGN IS BASED ON ULTIMATE STRENGTH DESIGN OF ACT 318-95 0 0 TNo.RUG RN 9 PERTINENT INFORMATION SHOWN ON THE CONTRACT DRAWINGS C15 WELDING OF REINFORCING BARS IS NOT PERMITTED EXCEPT BY PRIOR REVIEW OF THE ENGINEER /ST S19 VERIFICATION OF ADEQUACY OF ANCHOR BOLTS AND FOUNDATIONS TO RESIST ERECTION INDUCED FORCES ONAL IS SOLELY THE RESPONSIBILITY OF THE STEEL ERECTOR C16 CONTRACTOR IS RESPONSIBLE FOR PROPER AND ADEQUATE SHORING OF CONCRETE WORK S20 ALL SHOP AND FIELD WELDING IS SUBJECT TO INSPECTION COMPLETE PENETRATION WELDS IN SUP DRAWINGS Drawing Title MOMENT-RESISTING CONNECTIONS SHALL BE TESTED BY ULTRASOUND OR RADIOGRAPHY AS PART OF THE PROGRAM OF STRUCTURAL TESTS AND INSPECTIONS . SDI SHOP DRAWINGS OF NEW FRAMING SHALL BE SUBMITTED FOR STRUCTURAL STEEL STEEL JOISTS STEEL DECKING, AND REINFORCING STEEL FOR APPROVAL S21 ALL EXPANSION ANCHORS SHALL BE KNIK BOLT If BY HILTI. SD2 DRAWINGS SHALL SHOW ALL LENGTHS CONNECTIONS SIZES WELDS ETC AND RELATIONS OF MEMBERS TO OPEN WEB STEEL JOISTS AFFECTED CONSTRUCTION TRADES. SD3 DEVIATIONS FROM PLAN DETAILS SHALL BE CLEARLY SHOWN SJ1 THE DESIGN, FABRICATION AND ERECTION OF ALL STEEL JOISTS SHALL CONFORM TO THE SPECIFICATION OF THE STEEL JOIST INSTITUTE (SJI) LATEST EDITION SJ2 ALL HORIZONTAL AND CROSS BRIDGING DESIGN AND SPACING SHALL CONFORM TO THE S11 SPECIFICATIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS ALL BRIDGING SHALL BE FABRICATED OF ANGLES AND SHALL BE WELDED TO JOISTS. "AL SJ3 PROVIDE EXTENDED JOIST BOTTOM CHORDS AT ALL COLUMNS. EXTENDED BOTTOM CHORDS SHALL BE GENETf WELDED TO THE SUPPORTING STEEL AFTER AM DEAD LOAD IS IN PLACE " SJ4 ALL STEEL JOISTS SHALL BE WELDED TO SUPPORTING STEEL. PROVIDE BOLTS PER OSHA REQUIREMENTS NOTE S SJ5 THE JOIST SPACINGS SHOWN ON THE DRAWINGS ARE THE MAXIMUM PERMISSIBLE, UNDER NO CIRCUMSTANCES SHALL THEY BE EXCEEDED THE JOISTS SHOULD BE SPACED EQUALLY BETWEEN COLUMN LINES IF NOT OTHERWISE NOTED ON THE DRAWINGS SJ6 CAMBER ALL JOISTS IN ACCORDANCE WITH SJI RECOMMENDATIONS. SJ7 ALL LOADS SUSPENDED FROM THE JOISTS SHALL BE LOCATED AT PANEL POINTS UNLESS REINFORCED ACCORDINGLY Project No. Drawing No. SJ8 ALL ROOF JOISTS SHALL BE CAPABLE OF WITHSTANDING BUILDING CODE PRESCRIBED NET WIND UPLIFT PRESSURES. 97218 Date 9 FEE. 1998 S - 1 Scale AS NOTED Drawn By Checked By Tic I MV INF—Al ©Copyright Spalding Tougias Architects, Inc. 1997 I I' f' I ww W X Ir2/8 X e TYP _ 3" D�NIMW REI1VFtORClNG 11® ,Y°v Nb s >P ALLE G .DOWEL SCHEDULE AT✓OJNT 1/B" a L1 M? EMBED. 1'�'NGTtr r SPA' �7 X —x -x x a x x X PL4N a e»r 2 ALRCHIS a ° °a a 2"SAND I IF 2' 6" B 11 1 1? 1 Ire _ X:ncorp d FOOTING SCHE.D ULE' 6B ma R o B" CONMOL MST � Do�rEL ro rrATCJr ^ Nrr HOW, R&W. NEIA GRADE BE" s END INTERSECTION CORNER oR CON79?4CT70N_, �; DOIIEL Stc7�DUJ.E OR FOUA'12l770N' HALL ` 1-� -�I�- cOYP.4CTED ✓0M TYR Mw �' i h =1 I CRUSHED 57YINE NOS; PLAN TA MARK SIZE' THICKNESS' REINF 1/4 X 1 1/2"DP. SANWF - ALL �>rcU Ts MUST BE/LADE WJTH IN 24 AM � UNDCSTURBED 1. PLACE vEl¢7 RE711F` AT „ , » , » CMVTAR LOW MALL AFTER SLAB PLACEWff MUN SOIL OR COUPACTED Z. 181 OTES IB BAR DL9 �~ 12 Farnsworth Street F3.0 3 -O x3 -0 1 -O 3-#5 E.W. Otrr✓°ors&M Jr/AFOXY 90 MRMURAL FM - SEE SPECS � c�i�Nc�RE� Boston, MA 02210 „ , „ DAYS AFM, PLACEAlENT CONCRETE WALLS A.ND FOOTINGS' / F4.5 4 -6 x4 -6 1 -0 4#5 E.W. ,4A d317 542 4:'>22 tel FOR LOCAl70N SEA'PLAN FALL OR GRADE F5.0 5'-0 5'-0" 1'-0" 5#5 E.�v SINGLE CURTAIN XORIZ. REINF. �- -- �� - BEA,�HORr�: R�1 617 542 1432 fax F5.5 5'-6'xW-6" 1' 1„ 6 AA5 E.yl'.' NoT 7v suW a C sta-inc.com e-mail IBd IBd LAP » JSOLATJON✓OJAIT -- E A SAW CUT CONTROL JOINT CTJ & TYP. SUl9 BASE DETAIL � N Dsr°D�NHoox ,/ LCN YATERL'er.AND s�AL-� NOTE. 1"Co". xEY ��� �P lrer{✓oLNr sFaLrxG t----- TDP OF 5"QUARE FOOTING 8" BELOW ° 4 n — ��0 D1srv.NTlyff AL6 TOP OF SLAB-ON--GRADE (U.O.N. REINF. AT,IO I CMUN AND X X X X X —X X X X— pygN 2-16 RJNOTUL�'�i't�HECE NOT7gS: SURFACE 1, PLACE ROW.. AT EACH FAM 2. IBd DENOTES 1B BAR M. 4B CONCRETE HALLS AND FOOTINGS D CONSTRUCTION JOINT CJ DOUBLE CURTAIN HORIZ. NREIN I FO 0 TINE SCHEDULE' TYPICAL SLAB' DETAILS TYPICAL CONCRETE' T�ijALL DETAILS (:4 ` T YP�,LLA�—OzXl C;`0L UN ISOLA TION JOINT �- REl F 0R CE_MENT DL;TAIL A T E�V13TINt� _ I N�'I N I LJ 1VI 0 F T-WA.P E f NO SCALE NO SCALE NO SCALE A 1 —l r NO SCALE ``� NO SCALE R-ADE FO UNDA TION WALL L H"EADQUARTERS L ,2 ROWS S/4.0 REARED STUDS - 7 1/2" NOW- 9 WF BEAM BEYOND FOR FACE PL CONN. SEE SEE rups MM ULE FOR NUMBER ^� 11 a DETAIL 10/S-2 - 4 :°- �r 7" 2 5 Communications Way { FOR PIER DETAILS o„ 9„ ° �-�--- sEE cXEDU fiya nis, MA 02601 FINISHED a e. f GRADE ° ` ' X SEE 11/S2 SIM FOOTJNG TOP ° e �-�- nsnvFORcrxc e�. FOR NUMBETc 0.'F + +- 5 0 8—"'�'7 8—2 0 0 0 l TMU OCCURS ,°• s ° _ BOLTS S.E17 SCMUM F1 �'. } » + + BOX OUT AND = a . .. , d + 1 + + LUG F71L W CONC. AFTER COLUMN -�( X X F COL. STALLATION COAT EMBEDDED STEEL 0 I + + tzj iF/BITUMINOUS HAS77C v 1 I : — + -FOR FIN,J> TIMOVE.SS ISOL4TION MINT- BASE PLATE WITH FIMESEE DETAIL 4/S-R ---z-A.B.'S-sEE BASE PLATE c ' SEE 3/5-3 _ s + 3 X 3 LEDGER - + SEE SCBEDULE + + N SCHEDULE' s "��,,,,...- T19. 114"LEVELIVG PLATE — I CONCRETE' Jf:41'.L OR PIEh'— " / Td� „" ON 3 4 HIGH 1L1mw F74TJNG .— - , , 3 MAJY_ 3 1/2 1�uTED srncTH GEOTEXTILE - -� NON-SHRI/VIf GRO REp1�RCA'G #6 AT 12� � ; DRAINAGE MAT VERTICAL 1 I- LINE OF WALL BEYOND ° ° HORIZONTAL WALL ° 8 #4 77PAf BARS- „ „ — FAN CE1V�"ERED Consulting Inc. 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Y B» SEE 11/S-2 _ 'VERTICAL REINFORCING BE` M BOLTS STUDS THICKNESS WELD A SIZE, (617) 426-2971 Fax I- -III—III- - ( SCHEDULE 1/S-2 SLOPE of s;�s LAVE SLAB--ON--GRADE NOT TO AWAO a 4„� PERFORATED FOR FOOTINCT �10 3 6 5�16 114 SEE FOOTINGSCHEDULE 1 S-2 FOOrIJVG p 2 °-�N HORIZONTAL TO 1 VER?ICAL- yF Pff DRAIN PIPE p; • _ SEE SCHEDULE IfAY B6'SLOPED X� X .1/5--2 'SEE NOTES'MR STD LAP LENGTH 2 #6 g - ° - - IT---,] - I111TI I I 111=1 I i=1 if9I 5 I , .., _ ° go IIIIIIIIIIIiIII—liil�lilil�l �Illi1llilll llii�l' • o e. � i I 1 I I—T1-1TI '1T1-77T— o T�'TTTf1 III 1 I L 11 6 TYPICAL INTERIOR FO 0 TINE STEPPED FO 0 TINE SEE PLAN -aT, 11�1 lea I1 1� >T� 1 1 DTI I1I �II�TT >T> �1 1 NO SCALE NO SCALE � T to�TYI�ICAL FACE P'LAT.�; DETAIL 8 FO UNDA TION WALL DETAIL FO UNDA TIO1� PIER DETAIL _ No SCALE SCALE: 3/4» = 1'-0" SCALE: 3/4" = 1'-0" I f i C I, #4 ® 12 24„ - SLAB ON GRADE COMPOSITE DECK 30"� r— #4 DOWEL ® 12 » 24" f'34 t I ° 3 X 3 LEDGER w a WALL REINFORCEMENT SEE 3/S-3 5 X 12" X 3/4" 6»4» CONTINUOS THROUGH ° f BEARING PLATE WITH PIER TYPICAL 4 _ #8_ h 2 - 3/4"0 X 12" FOUNDATION WALL Q. .. 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TOP OF WALL MUST BE BRACED } DAYS MINIMUM PRIOR TO / BELOW THIS LINE WHILE BACKFILL IS PLACED BEHIND BACKFILLING WALL. / 1 WALL AND REMAIN BRACED UNTIL 1 FIRST FLOOR SLAB IS IN PLACE AND FINISHED FLOOR / CURED FOR 7 DAYS MINIMUM. ELEVATION 65'-6" t a DOWELS TO MATCH DASHED LINE REPRESENTS BEARING LINE OF FOOTING. SIZE AND SPACING CONTRACTOR RESPONSIBLE FOR STABILITY OF EXCAVATION. OF WALL VERTICAL REINFORCING i I SEE PLAN 2-#S CONT. 1 SECTION — FO UNDA TION` SCALE: 1/2 1 0 II I F f Project No. Drawing No. 97218 Date 9 FEB. 1998 - S - 2 Scale AS NOTED - Drawn By Checked By CQ i TJCNJ ( 1ktDW INF-Ai OCopyright Spalding Tougias Architects, Inc. 1997 L I j P FOUNDATION PLAN NOTES:' SPALDING � 1. F1.0 IS FOOTING AWRK SEE FOOTING SCHEDULE G 1/s-2 TOUGIAS A A B B C C B B.9 C C.3 C.4 2. � J DENOTES' BOTTOM OF FOOTING RELATIVE ARCHITECTS TO BASEMENT FLOOR ELEVATION OF f85=8 , 3. CJ DENOTES CONSTRUCTION JOINT. CTJ DENOTES Incorporate a CONTROL JOINT. SEE DETAIL 2/S-2. I 4. FOR = SLAB-0N-6R4DE SUB-BASE SEE DETAIL 2A/S-2. STA ' i 12 Farnsworth Street 96 —0 Boston, MA 02210 617 542 1432 fax x 20'-0" 25'-8" 23'-8" 8'-8" 16'-0" sta-inc.com a-mail i i I I INFINIUM SOFTWARE I HEADQUARTERS I 8 9 25 Communications Way IjII�'iFf l�-�° o I�iIiIi1IIiiIiiIi;Ir _—_--r��1-I_o�•� --��-��-��.c---►���--��._-�`y--1-_—g„" II(IIIIIIIIIIIIIII IIIIiIIIII(I(II � —--—SS� � ' -2-- —----_--_- � s-2 — �—�-�� II( I —- - � W N in yannis STEPPED FOOTING � 508-, 77M8 - A2 0 0 0 F - — — — — — _ J- — — — — — — ELEVATOR SLOPE TO DRAIN TYP - SEE SUMP PIT PIT ARCH. DWGS. SUB-SLAB DRAIN---\ C 112 _--_- -_------_- Consult' Inc. --___------- --_-- - �___-- ------------------ --_- - i 12 Farnsworth Street Boston, Massachusetts 110-12 a (6 0 - 911 (617) 426-22971 Fax L -- - -(CTJ) o (CTJ) 4.1 F.F. ELEV. +65'-6» 12 4 J S-2 -4 , S-2 S-z SIM. 12" 00 L----- --------- S-z v 00 10 `O(CT o 141 CTJ J CONCRETE MAU (REINF. NOT SO � HEADED 5" SLAB-ON-GRADE STUD 38' C. 12STEPPED o FOOTING TYP. ----------------- L 3X3X1/4" (CTJ) CTJ AT EMBEDDED Z r EXISTING BUILDING FOOTING 3/18 4y 6» ----- ---------- 02601 }U \ I �— 0 4X8X1/2 ® 3 8" 0.C. WITH 2 - 3/410STIG BUILDING HEADED STUDSNDATION WALL EXISTING COLUMN LEDGER DETAIL 3 S CAL222E:1113 d1 No. Date ( Revision Seal DRAIN TO SUITABLE OUTLET - SEE CIVIL ao sCS I 1 3 F DRAWINGS RAI EA., A STRNoa15 _0" 16>-8„ 4'-4" _4" 36'-8" Drawing Title 00 51 BASE PLATE SCHEDULE COL UVIV SIZE SIZE BOLTS AA A BB.1 cc N B X t W8X15 7X 7X1 2 0 W8X24 9X9X1 110 AWX31 9X9XI114 FOUNDATION W8X40 91/9X9X314 2 1 PLANW12X50 13X10X1 N W14X53 15X11 X11 4 W14X81 15X11 X11 4 FOUNDATION PLAN W18X45 18X8X314 110 WF COL UHN SCALE 1/8" 1'-0" BASE PLATE SCHEDULE Project No. Drawing No. NO SCALE 97218 Date 9 FEB. 1998 S ®s 3 Scale AS NOTED Drawn By Checked By 15 W. M.W.$� •s9� O ' cn k{; I INF-Al ©Copyright Spalding Tougias Architects, Inc. 1997 I ------------ ---------- I