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HomeMy WebLinkAbout200 Sullivan Avenue - Building Plans &amp; D Addi* ti* on enova lon Plans for Nu = Way Tobacco January 15 2010 csa project 09-58 200 Sullivan Ave . South Windsor , CT 501 �1`Jlf„��_j1� Faprh'm Fb' 'qQQ a' •■ CAPITAL �- .c Far . • ""Y G. nP Q� Rye Street 'o East Windsor Hill 0 obi ARCHITECT MINr PROJECT SITE TR .- Capital Studio Architects, LLC ,. � S4I/ Qn qVc 1379 Main Street a East Hartford, Connecticut 06108 q . tel: 860.289.3262 y InV G fax: 860.289.3163 email: dholmes@capitalstudio.net ,z s ro9 ?a J`�t WILLIAM M.LAPOINT,PE 1 I 1379 MAIN STREET EAST HARTFORD,CT 06108 voice:860.622.0840 I'm 860.622.0841 LOCATION PLAN STRUCTURAL ENGINEER not to scale William M. Lapoint, P.E. DRAWING LIST 1379 Main Street East Hartford, Connecticut 06108 TITLE SHEET tel: 860.622.0840 fax: 860.622.0841 ARCHITECTURAL: ALDRICH A-1 .0 Floor Plan CONSTRUCTION A-2.0 Exterior Elevations CONTRACTOR A-2. 1 Exterior Elevations A-3.0 Building Sections Aldrich Construction Co. , Inc. A-3. 1 Building Sections A-3.2 Notes and Details 1395 Tolland Turnpike Manchester, Connecticut 06040 STRUCTURAL ALDRICH CONSTRUCTION CO., INC. 1395 Tolland Turnpike MANCHESTER,CONNECTICUT 06042 phone: 860.647.7544 5- 1 .0 Foundation Plan (860)647-7544• Fax(860)645-0138 fax: 860.645.0138 S-2.0 Foundation Sections 15 email: ja@aldcon.com and General Notes a KE Y PLAN v SCALE: NTS. U SOLVENT {°EST ADDITION 4WIV15DED° BARRIER FIRE ROOM 13OO s.f. AREA HOLEE KARE _ a A-3.0 A'2.I ' _ CAPITAL 2 3 150'-0 4 5 , _ 6 a :-s F - STUDIO �� N MFG. architects LLC u@ 2b'-O° 25'-0° I 25'-0° 2b'-0' 24'-0° 24'-0° " 14,100 s.f. [ego I 12'-0° 24'-0" 12'-0° 860.289326257REET EAST FIARTFRB 0 89.3163 OfFIGfS 4,2445.f.FUTURE 1 \ FA5T ADDITION '-4' I I T.O.W. -0DF - Q -—- - I 86.11 O O "' Q ALL C.ONSTRGTION. EXTEND 1 WALL FRAMING TO U/5 OF STRUCTURE ABOVE. 2 LAYER5 5/8°TYPE °X" O I ( I GYP.BRD.BOTH 51DE5. DEFLECTION TRACK I I ( I Q I I CEILING A5 5GHEDULED. 8-0° 5/8'TYPE "X"GWB EA.5IDE OF Al b5YU0 5TU05 atIb'O.G. 7 A, . I �\ I — I I I I I �\ I I �� I --� I�� �� I I�� � l I I T n I REMOVE EXI5TING MASONRY DIN ! I TO CREATE PEW I1'4"X14' EXISTING FLOOR TO &IR -- 30'x48°AREA OF I 14 I I U72t, — I I SEE STRUGNRAL DWGS BE GUT BALK AS EEELI REFUGE,PROVIDE I 30 0# 1 USED WATER RE515TANT GYP. _—516NME AND I I B - -— I I Q SHOWN. BD. IN RM 103 �J COMMUNICATION I L_ J �* 4 - PAGKIN6 AREA SLITTING 34 SOUND ATTENUATION 1 4g-0 103 R ❑ ❑ M INSULATION,FALL HEIGHT. 40 VINYL BASE F.F. VEN T Wl TH a . 1 I TIAL 5TUD ,A M015"R E (81.18) CAP. a _._:i°_•T.A;T ' TOG::r'#. s1-- y REMOVE EXISTING MA5ONRY I 1 1 I TO CREATE NEW II'4°XI4' III II II '' JJ�� t y (� 5EE 5TRUGTURAI_DW-6 1 W A L L I I P E `/ Q g I4' SCALE: I"=I'-0° 1 BLDG 2 D I 2 LAYER55/8°TYPE °X' 5-1•Ro 5HIPPIN6 AREA GYP.BRD.BOTH 51DE5. - ---- 4 I (F.F. = 84.78) I IO1 I F RST FLU 5-0' _ I A-3.1 A `" 1 O ( I I 4 F.F18 SHRINK WRAP AREA ------ ' I Irz 3 Q 4 4 8x I AIR DOCK I BL G 1 — 1 ' A-3.1 --, I I (F = 8178) 0 I Oj BLDGBLD6.#2 FLOORi I i I Y j U N D O / T Wall TAW. I 42Off T Y P E 5 I Floor of 4 RannoI RATED #2 FLOOR o I DOOR G O D S I? A T A 12-0' r, (84.16) 8-0. 1 __ I APPLICABLE C.ODE5: -2003 Compactor Unit: g ILA �� Ln — I ( Tbo1 - FIRE RE515TAZE RATING REQUIREMENT5 FOR BUILDING 2 0 D' I -State tionBuildingCode: Coded 2009 Connecticut lement A-3.0 30'x48° AREA 1 j �� 1 RAMP LANDING 5L0 I 9 O I I I I I e FIRST FLR -2005 Intl.Plumbing Godee EI f1TS. 4 t REFUGE,PROVIDE 4 I i i SLOPES D WN I (8228) 5 5TRUGTURAL FRAME-0 HR 51GNAGE AND I L -- I —— (81.18) -2003 Intl.Mechanical Code I J I e 30 ® I 1 -2005 National Electrical Code(NFPA 10) EXTERIOR BEARING WALLS-PER T602 I ...... r--COMMUNICATION I � I I ,_ ,_ Q ELEV OF OH DR 51LL -AN51 AIII.I-IggB Accessible and Usable Bulldln and 10 30 1 HR 4 I m ° I gs HR I ggyy Code i L----- J O I I ------- 82.03 -2003 International Existing Building Code -0 INTERIOR BEARING WALLS-0 HR NON-BEARING WAIL AND PARTITIONSEXi.PER T602 1 O 10 30 - I HR -4 O o I O I I O T.O.N. O 1'-4° O O ( 'I 1 CONNEGTICUT FIRESAFETY CODE 2005 <50'-0 HR NFPA/UPC 2003 SILL - NFPA-10I L5G 2003 NON-BEARING WALL AND PARTITIONS-INT.0 HR. ° I I ° I ° I ° I ° 82.18 - 2005 GT AMENDMENTS , 8 4� 31-2 24-0 2`i'-b° 19_O 12-0 21-I 8-II +/- - IFG 2003 FLOOR GON5TRUGTION-0 HR EXISTING BUILDING-EXISTING U5E ROOF GONSTRGTION-O HR e I -SEPARATED A�SEPARATED MIXED U5E- I OCCUPANT LOAD FOR 12,300 5F.ADDITION 0 5-I STORAGE PER TIO04.12 -15-10-5TORAGE-MODERATE HAZARD -'F-I - FAGTORY-MODERATE HAZARD -WAREHOUSES I/500 S.F.GR055 = 25 5 O CON5TRUGIT0N GLA551FIGATION: 6016T.TYPE IIIB TRAVEL D15TANGE- 15-I0-250' REQUIRED MEAN5 OF E5RE55 SM i 1503-MOST RESTRIGTIGE USE 15 F-I -PER TI014.1 2 REQD 3 PROVIDED • 2 STORY 12,000 SF. FIRE BARRIER RATING PER T 30232 BUILDING 15 FULLY 5PRINKLERED W/EXG.To 30232 -2 HOUR EXISTING BUILDING 15 b2,lb8 5.F.PER DE516N P L 0 0 R P L A N (IN E 5 T A 0 0 1 T 10 N ) PROTIN(5 B ILVI INC. INTERIOR FINISP R ICAL E I EXISTING BUILDING TO BE SEPARATED BY FIRE 5EPARATION ASSEMBLY AT EA5T END OF BUILDING. `"11` -VERTICAL EXITS A EXIT PASSAGEWAYS EXIT ACCESS,CORRIDORS °G° gig A-L0 SCALE: I/8"=I'-0" 4 DOOR5 A ENCLOSED 5PAGE5 'G' EXI5TIN6 EAST 5EGTION- 14,100 5.F. PROPOSED FIRE BARRIER 5GOPE OF WORK EXISTING NEST SECTION-41468 5F. FIRE GHAULK EXISTING PENETRATIONS PROPOSED NEST ADDITION 12300 S.F. INFILL EXISTING PENETRATIONS WA-I/2 HOUR FIRE DOOR EAST 5EGTION 15 ALL 5-1 (f503) ALLOWS 11,500)I4,100 RELOCATE EXISTING 6 UV PIPE. (T-%DOOR A55EM13LY WIDTH EXI5TIN6.AREA OK WO INGREA5E5. FILL IN EXIST WAG LOUVER NR CUR MASONRY UNITS VERIFY THICKPlE55 OF MA50NK1',CURRENTLY INFILLING O O R SCHEDULE )• (8'-0")Wall Opening Width (VARIE5) 10° EXISTING YfiT AREA-41,468 5.F. EXIS IN, INDOW OPEN 65 2 H REQ. IF NO INF TEN51ON PROP05W WE5T ADDITION- 12,300 5F. 2 END DRIVE END PROP05ED TOTAL-5g,1b8<b4,bNb ALLOYED 'PERg102.1.-UNDIVIDED AREA,SMOKE AND HEAT VENT5 NOT DOOR FRAME DOOR / FRAME g — — REQUIRED60p00 5.F.(ACTUAL 41,252) N0. FROM TO M. 517E MATV FIN. DE5. MAT'L/ FIN. T'HOLD LAM HIM REMARK5 — L E G E N D I OI OIJT51DE 5HRINK YIRAP 03 IO'-O" x 10'-0" 5TL-PRIME/PTD. METAL-PRIMED/PTD. PEW WALL DOOR TYPE 5HIPPIN6 AREA OUTSIDE DI 5-0" x T-O° 5TL-PRIME/P I). FI P1 METAL- PRIMED/PTD. BY METAL BUILDING MIAPUF. \ STEEL ONE 5TEEL ONE LITE O2 Og O3 OUT5IDE 5HIPPNING AREA D3 6-0° x g'-0° 5TL-PRIME/PTD.. METAL- PRIMED/PTD. LITE DOOR DOOR DUAL SWINGING N G � O4 OUTSIDE 5HIPPNIN5 AREA 03 6-0" x g'-0° 5TL-PRIME/PTD., �_pRl /pTD, PAINTPD-IWAA� EXI5TIN6 WALL TO REMAIN W 3/A4 E INTERIOR ELEVATION SO OUTSIDE SHIPPNING AREA D3 8'-0° x g'-0° 5TL-PRIMElPTD METAL- PRIMED/PTD. / ------------------- EXISTING WALL REMOVED 9 bO 5HIPPING AREA OUTSIDE DI 3IV I '-0° x i' 0° 5TL-PRIME/PTD, !F11 P1 METAL PRIMED/PTD. BY METAL BUILDING MAPUF. WALL TYPE A x SECTION date I/15/10 " x 8'-0° RUBBER METAL-PRIMED/PfD. IX1&E,�TOYiId�DO(1RYQfH51fd1GnRALS,>� vi DI D2 D3 —���a%%� O, PAGKIN6 AREA SHRINK WAP D2 (2)4-0 PI DOOR ELEYATIONS drawn b.d. = I p"Unit Heater hung under scale os shown roof(4p) ALDRICH CONSTRUCTION CO., INC. checked dh 1395 Tolland Turnpike 042 project no. 0q-58 (860)647.7544 • Fax(8 45-0138 1010 1 a KEY PLAN N v SCALE:KTS. 0 b CAPITAL -_=-- STUDIO architects L, LC O Cr. 6 12 I 12 860.289.3262 fax 860.289.3163 1379 MAIN STREET EAST HARTFORD 06 v LITE PACK S S LITE PACK *EAVE HEIGHT _ _ __ ___ I _ EAVE HEIGHT_____ 108.45 - 108.45 -—-—-—-—-—-—-— S METAL WALL PANEL5 ( BY MI , h I( T.O.W. _ 86.11 BL�DO.#2 FLOOR - - - --- ----- - I - ' �-' , I L. ::.:.:.:......:...... PREGA5T C,ONG.5TEP5 L�-----------_ ---------- _----------------------------------- --------------------------------------- -------�i------�Z-- -� PARTIAL AE5T ELEVATION (AE5T ,ADDITION ) A-2.0 SGALE: I/S"=1'-0" BUILDING TWO BUILDING ONE y Q2 Q3 Q4 Q5 Q6 METAL ROOF PANFI A-3.1 , NEW EXI5TIN6 BY hiBM L� I GHT PACK I I I _--- .HEAVE H_EI6HT -- Y 108.45 - - -—-—-—- - -- , I 3 METAL WALL PANELS I i A3.1 BY HEM LIGHT PACK J,,- I I I SAVE HE16HT HIM I i I I i i I � I i *8 D8#2 FL00R Y 8b.11 =--- �.. - -� - - --- -- T---- --- - --------- FIR5TFLOOR I L --------1 L------ J----------------- , LINE OF RAMP EYOND ------ — — ------- PREGA5T CONG. 5TAIR5 2 5OUTH ELEYATION (AE5T ADDITION ) A-2.0 50ALE: 1/S"=1'-0" II date 1/15/10 drawn b.d. scale a5 5hom checked dh project no. 09-58 i a KEY PLAN SCALE:N.T,S. V Q O 'd cn R o I _ CAPITAL r STUDIO N architects LLC O 1379 MAIN STREET EAST HARTFORD Cr. 06108 bn 860.289.3262 fax 860.289.3163 0 U BUILDING ONE BUILDING TWO S B OF PANEL5 A-3.0 EXI51IN6 NEN LIGHT PA KS 1 —_ _---...j10 F - HEIGHT 8.45 --------- I--—- - - - - - — METAL ROOF PANELS METAL WALL PANELS BY MBM BY IL HEAVE HE16HT - - Y IOI.IB SAVE HEIGHT DO -—-—-—- PREGA5T GONG. EH WN T.O� . .:. . .. - -- _.— �_ ;.— :---:--' 86.1� BLD8. #2 FLOOR -- F1fTFC60R-------- Y EXI5TIN6 FOUNDATION --------------- y1I I L p PARTIAL NORTH ELEVATION (WE5T ADDITION ) SD-2 5GALE: 11F=I'-0" K J E D B METAL WALL PANELS BY hBM 12 I 12 5 5 ------ Y V HEIGHT - - - --- ---------- _� EAVE 16 T - YEA -— - IL .'o CN Q OPEN TO EXI5TIN6 r FIRST IR FIRST FLOORlf.OW. ALDRICH CONSTRUCTION CO., INC. 1395 Tolland Turnpike MANCHESTER,CONNECTICUT06042 1 E A 5 T ELEVATION (/�/�ti E 5 T ADDITION ) (860)647-7544•Fax(860)645-0138 5D-2 5GALE: 1/5`=I'-0" date 1/15/10 drawn b.d. scale a5 Shown checked dh project no. 09-5b V a a 12 12 y CAPITAL o I STUDIO N - ----------O ------------ ——————----------- architects L L C '.��. HEIGHT — --------r --- --------____-- 1379 MAW STREET EAST HARTFORD CT. 06108E428 ————— 860.289.3262 fa 860.289.3163 0 8 U 8 III � II II 6 II III 9 II I II 9 II II ' it I II II I ------- ------- I ' ----------- ------------------- II ---- I ---------- ---- I � ---------------- II -----t------------ 14 II I 9 II II 9 II I II B II III � II I II d II III � II I II II II ( E II I II II III � II I II II III � II II II � T.6.11.WO . III } 8 II 1 II FIN. FLOOR II ' II ° �^�r`\i�\\\r\%\r�``/J�\r`\ir\`\T%r`\\r�ri\�!i/\\�\i\irtir}``i�`ir�r: � •`•, ` r ` y� r ` `` `� "`�`i y `i T?rr� r rrr} rr�T r��r rr r�� yr rr r rr rr ri r� r��^i err r r r r,`�yi `r r EXISTING FIRST FLOOR i - r ri r r r r r rrr r r r r r r r �r�r��r�rp��'�C��r��r�������r������i�� �%��ir�ir�i`�ri�r�r rV r v��r�r��r�ri�/.���;� •�ijr���'C'Ti \r�r rr`�r�N�ir`�r�`�i� �r�r r`�r`�\�i � �i rrTirrr��rrrr ?�rr��rr��r����r�}rr��r���r,�%��r,������ . .\�\r�\�r�\\\\r�^r\^��\\\\r��i`�.�•r. {� ���/V�h ��� �\r�/���/\ i/`rr�/j rr�`\ir`yj`y}i`r)`r/`}�r r .l• �i r r`rrG��rTYi`r���r�� r`i�`i�}�` r�r�` }��� � `�.>�r��ri.`�.>y�`i�`ir�yi�`i^`ir`` r �`v�r��r��r��r��i��i��r���. �r✓�l '�i�`}``r��`}��`i``}� hr��y�� � _ � r r�rr`�r� T�i�i r/���Tri,r �Jiirj�rr`/,U•�ri r �` ����������`���• I tip• �.�\,`�\\r\ � �'{�\`r� �'�`rr�� ��rV��r;�`r^ r\rr\��i I S GTI0N A-3.0 50ALE: 1/4"=1'-0" I I i O, i li % 5HIPPIN�C7 AREA 101 SHRINK WRAP AREA 102 1-1/20 METAL TUBE HAND RAIL III z I I 10 GONG.WALL _ T.O W. ---- T.O.W. j m m :.,..�. .. ,.. ', . �.: .:..:..::::. :; �. TOP OF WALL _ . " I I I 0 �104-4 - .. .. . . ..,. .. - 14-4 , -. FIN..FLOOR. :.. . ... . . . . .. .. ... . . .. .. . .....: .. ,. ,: ... , . .. , ....: :. . . .... . F�N:.FLOCIR .:•I. :. Ir /I�IW NIr• ftftw-wii� -I I .I FP I I I `\ / , i FIN. FLOOR rL 1 j IOOb" ! A-2 30-0„ 15TING \ % FOUNDATION AND FOOTING REFER TO STRUGTUWAL (ASSUMED) DRAWIN65 FOR ADDITIONAL q- INFORMATION ALDRICH CONST Tolland Turn e O., INC. MANCHESTER,CONNECTICUT 06042 (860)647-7544 4 Fax(860)645 0138IMF I IAM 15 201n date I/15/10 5 E G T 10 N drawn o5 2 scale as Shown A-3.0 50ALE: 3/I6"=1'-0° checked dh project no. 09-58 U a a u v 2 ¢M 0 r RrSTUDIC) CAPITAL o architects LLC Q 1379 MAW STREET EAST HARTFORD CT. 06108 12 860.289.3262 fax 860.289.3163 o " J . 6ALV ALUM ROOF S PANELS BY MBM , RAKE TRIM BY MBM 6ALV ALUM ROOF 6ALV ALUM ROOF -------- PANEL5 BY MBM PANELS BY MBM EAVEHEI6HT __-- _ -- ----------------------- EA_VEHEI6H_T_- -__ -- ---------------------------------------- 108.45 RAKE TRIM BY MBM 126-8" RAKE TRIM BY MBM 5TEEL PURLIN BY MBM --------------------------------- GUTTER AND GUTTER AND METAL PANELS BY LEADER5 LEADER5 MET BY MBM BY WM STEEL FURLIN BY MBM 5TEEL PURLIN BY METAL PANEL GLI METAL PANEL5 BY MBM BY MBM HEM METAL PANEL5 BY MBM METAL PANEL GLIP BY MBM METAL PANEL GLI BY MBM 6YP.BD.-PTD. METAL SIDING PANELS BY MBM GATT 11,15ULATION 5TRUGTURE BY "MBM O " 0 INTERIOR METAL PANEL5 BY MBM METAL SIDING METAL 51DIN5 PANEL5 BY MBM PANE-5 BY HEM BATTINSULATION 13ATTIN5ULATION HEADER HEIGHT______ 5TRUGTURE BY 'MBM° 5TRUGTURE BY °MBM" INTERIOR METAL INTERIOR METAL PANELS BY MBM PANEL5 BY M13M i i i OPEN TO SHIPPING AREA i n I 2° HANDRAIL 1-1/2' d HANDRAIL r i i I �O i T.O W. T.O.W. ----- ------- , - 86.11 ---------- 86.11 0. 86.11 O ° FIN. FLOOR FIN. FLOOR -__ -- -- - FIN. FLOOR 84.18 245 REBAR .:n i - � � 5"GONG.5LAB ON GRADE W/-b"Xb -. ' . '5"GONG.SLAB ON GRADE Wl b°Xb"- \\ \\ \\ \\ \\ \/\/\/\/ \/\/\/ \ � \ \\ � C ' � a. W2.OXW2.0 WNW.PLACE SLAB ON W2.OXW2.0 WWF,PLACE SLAB ON 6°(MIN).. .. ' //\ \ r\\r\\\i\\r\\r\\/\ \' 6"(MIND COMPACTED GRAVEL COMPACTED GRAVEL jREIE SLAB / /%\ a. /�\�//\\ �NGR\ETE 5\AB ONE.%\\/%\\ v v v v v \ 2" RI61D PERIMETER \\ \\ \\ \\ \\ \\\\\\\ \ \ \ /\ /\ /\•i\ /\ /\ \/ e ° ° / / / / / / / / 2 RIGID PERIMETER INSULATION /\ x a x'. xz - 'x�-x x'x x x=x—x d x, x /\\\`Ih15ULATION 24"x24° \j \\/\\%TO 24".BELOW OUT5IDE 6RADE >\\ GONG FOUNDATION- \//\//\//\//\//\//\//\//\ / / /GONG FOUNDATION`EE "5'\/\ ° ° \ \ \ \ \ \ \ \ \ \ \ EXISTING F.F.___ \ \ /\\/\ _ EXI5TIN6 FIR5T FLOOR S e e i EX5T. F.F. ° \/\/\� ° �� \/\/\/\/\/\/\/\/\i - '-- i �\ \D\RAIN //\\//\\//\\//\\//\\//\\//� 81.18 - - / �// y //� 8.18 ---- % X a / / \\/\\/\\/\\/\/\/\ \ \ /\//\// / \\ \\ \\ \\ \\/ \\/ n i — REFER TO STRUGIURAL o o O a o A , 6•, . . ------- 96 0" ALDRICH CONSTRUCTION CO., INC. ORMIN65 FOR ADDITIONAL 1395 Tolland Turnpike INFORMATION MANCHESTER,CONNECTICUT 06042 (860) 647-75"•Fax(860)645.0138 :140 15 2010 date 1/15/10 HALL 5EGTI0N 2 A A L L 5 E G T 1 0 N 3 A A L L 5EGTI0N drawn b.d. scale o5 5hown SCALE: 1/4"=1'-0" checked dh A-3.1 50ALE: 1/4"=1'-0" A-3.1 5CALE: 1/4"=1'-0" project no. 09-5b J ]p 1 1GENERAL GONST . NOTES v 1) ALL WORK SHALL BE DONE IN STRICT AGGORDANGE WITH APPLIGABLE STATE OF CONNECTICUT BUILDING AND FIRE "jT,A v CODES(SEE GORE DATA,SHEET 6-2). 5_ , in 2) WORK PERMITS SHALL BE THE GONTRAGTORS RESPON5IBILI1Y. THE CONTRACTOR SHALL SECURE ALL REQUIRED 4 TREADS® II° g LOCAL AND STATE OF CONNECTICUT PERMITS PRIOR TO GOMMENGING WORK. ALL COSTS OF SEGURING PERMITS SHALLF ' _ CAPITAL 'E BE PAID BY THE CONTRACTOR 0 0 __- _ STUDIO 0 3) ALL MATERIALS AND EQUIPMENT THAT WILL BE USED IN THE CONSTRUCTION OF THIS PROJECT ARE SUBJECT TO THE --= o APPROVAL OF THE OWNER. ALL MATERIALS AND EQUIPMENT REQUIRED BY NOTES OR SPECIFICATIONS SHALL BE N I I" IDS P1D.METAL a r c h i t e c t s L L C SUBMITTED IN THE FORM OF SAMPLES AND SHOP DRAWINGS FOR APROVAL BY OWNER. WHERE COLOR SELECTIONS ARE MADE,COMPLETE SAMPLES SHALL BE FURNISHED TO THE OWNER. 1379 MAW STREET EAST HARTFORD Cr. 06108 -CWI PIPE RAIL i 960.289.3262 fax 860.289.3163 4) ALL EXI5TIN6 OR MEW CONSTRUCTION DISTURBED OR DAMAGED DURING THE COURSE OF THIS WORK SHALL BE a RESTORED TO MATCH EXI5TIN6 ADJACENT SURFAGES OR OR16VL_(ONSTRUGTION. 1 5) PREGAUTION MUST BE EXERGISED AT ALL TIMES FOR THE PROTECTION OF PERSONS AND PROPERTY. THE SAFETY 11.4 V 4 N El PROVISIONS OF APPLICABLE LAWS AND CONSTRUCTION CODES MUST BE OBSERVED. CONTRACTOR SHALL TAKE OR 0 OS q& it GAL6E TO BE TAKEN SUCH ADDITIONAL SAFETY AND HEALTH NIE°5URE5 AS ARE REASONABLY NECESSARY. MAGHINERY, 4 _ FIN. FLOOR EQUIPMENT AND OTHER HAZARDS GUARDED IN ACCORDANCE WITH SAFTY PROVISIONS OF THE "MANUAL OF AGGIDENT p° FIN. FLOORT1O3b° PREVENTION IN CONSTRUCTION"PUBLISHED BY THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA,TO THE EXTENT 2-0" �. — —. '. Y 102-8"THAT SUCH PROVISIONS ARE NOT IN GONITRAVENTION OF APPLICABLE LAWS. fl SET IN PIPE SLEEVE S 6) IT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE IN OPERATIONAL CONDITION o ® m F ! o ALL UTILITES TRAVERSING THE NORK AREA DAMAGE TO ANY UTILITY DUE TO WORK UNDER THIS CONTRACT SHALL BE _ `3 ROWS#4 bar REPAIRED TO THE 5AT15FAGTION OF THE OWNER AT NO ADDITION COST TO THE OMER.UTILITY SHUT DOWNS MUST BE m COORDINATED WITH THE OWNER / ? #4® 12"O.G: > '. i l) EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE PREM15B AND 5AT15FIED HIMSELF WITH THE CONDITIONS WHIGH -- - - - WOULD IN ANY MANNER AFFECT THE WORK UNDER THE CONTRACT OR ALTERNATE WORK AND HAVE NO LATER CLAIMS �' o FOR EXTRA COMPENSATION FOR LABOR,MATERIALS AND EQUIPMENT WEIGH GOULD HAVE BEEN FORSEEN BY SUCH EXAMINATION WILL BE REG06NIZED. THE CONTRACTOR SHALL TAKE ALL NEGE55ARY MEA9JRE1-ENT5 FOR HI5 WORK AT THE 51TE AND SHALL VERIFY ALL MEASUREMENTS AND DIMENSION GIVEN ON THE DRAWINGS. DO NOT SCALE DRAWINGS. 8) PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING THE PERIOD OF CONSTRUCTION. G.G. r m TO INSURE THAT NO WATER LEAKAGE OGGURES TO EXISTING SPACES. ANY DAMAGE THAT DOES OCCUR MUST BE REPAIRED BY THE G.G.TO ITS PRE-GONSTRUGTTON CONDITION. ,.. o " FL" 9) WHERE FINI5-1 ARE SHOWN TO BE REMOVED FROM EXISTING GONSTRUCTION,REPAIR AND PATGH REMAINING o 5 SUBSTRATE AND PREPARE FOR PEW FINISH. REPAIR AND PATGH ALL REMAINING SUBSTRATES THAT VERE ORIGINALLY RUN NEW CEILING THIRU NEW CONGEALED BY EXI5TIN6 FINISHES,BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION I.6" OPENING AND MATCH TILE TO EX15TIN GEILIN6 10) ALL TRADES SHALL PROVIDE ALL DRAWIN65,DOCUMENTS,OR SPEGIFIGATIONS REQUIRED TO SECURE NEGGE55ARY PERMITS RELATIVE TO THEIR TRADES. ADD-ALTERNATE OPEN GEILIN6 ABOVE-EXPOSED II) CONTRACTOR TO FIELD MEASURE ALL SPACES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. " STRUCTURE 12) NOTIFY ARGHITEGT IMMEDIATELY OF DISGREPANGIES BETWEEN DRAWINGS AND GENERAL GONDITIONS. 1 SECT I ON @ G 0 N G . 5 T A I R 13) DRAWIN65 ARE+OR-AND ARE BASED ON BEST INFORMATION AVAILABLE AT THE TIME OF PRODUCTION. A-3 2 SCALE: I/2"=1'-0° 14) DO NOT SGAL E DRANN65. GE I L I N (7 15) DO NOT PROCEED WITH GHAN6E IN SGOPE OF WORK WITHOUT WITTEN APPROVAL FROM OVPER OR ARGHIIEGT. L E (7 E N � I I DEMOLITION NOTES: LIGHT FIXTURE I 1) ALL DEMOLITION 51-10M ON THESE DRANN65 15 DIA6RAMMATIG. CONTRACTOR 15 RESPONSIBLE FOR ALL DEMOLITION T.O.W. AND RELOCATION WORK NEGE55ARY TO PROPERLY COMPLETE THE PROJECT,RE6ARDLE55 IF DEMOLITION WORK 15 104'-4" SHOWN OR NOT ON PI WIN65. 9 EXIT 516N 2) ALL DEMOLITION WORK SHALL BE DONE IN STRICT AGGORDANGE WITH THE LATEST STATE OF CONNECTICUT BUILDING -,J,-FIN.FLOOR_ AND FIRE CODES(SEE CODE DATA). Y 84.18 y _=_-•-- 3) WORK PERMITS SHALL BE THE CONTRACTORS RESPONSIBILITY. THE GONTRAGTOR SHALL SECURE ALL REQUIRED C d LOCAL AND STATE OF CONNECTICUT PERMITS PRIOR TO GOMMENONG WORK. ALL COSTS OF SECURING PERMITS SHALL DOCK LEVELER BE PAID BY THE O 5 0 0 0 5 T E D L I G H T I N G L Y 0 U T WNER. TOP/WALL 6 PIER \\j\` 4 ------------ 4) THE CONTRACTOR 15 RESPONSIBLE FOR LE6AL DISPOSAL OF ALL CONSTRUCTION WASTE AND REMOVED ELEMENTS, A-3.2 5GALE: 1/2"=1'-O" UNLESS NOTED OTHERWISE ON DRALNIN65. DEBRIS SHALL BE DISPOSED OF ON A DAILY BASIS. DOCK BUMPER 5) ALL EXISTING OR NFJN CONSTRUCTION DISTURBED OR DAMAGED DURING THE COURSE OF GONLSTRUGTION SHALL BE 8" GONG.WALL RESTORED TO MATCH EXISTING ADJAGENT SURFAGES OR ORIGINAL CONSTRUCTION. EXST. F.F. �81.78---- __(7gA�J� 6) THE CONTRACTOR SHALL.PROVIDE ALL STRUCTURAL SHORING,BRAGIN(5 AND 5HE4THIN6 AS REQUIRED FOR SAFETY ° AND FOR PROPER EXECUTION OF WORK AND HAVE SAME REMOVED K-EN WORK 15 COMPLETED. / l) THE OWNER RETAINS THE RIGHT TO SALVAGE ANY DEMOLISHED OR GONITRAGTOR REMOVED MATERIAL(5). CONTACT MIN. 12 5A. HANGER WIRE\\/\\/\\/\\/\\/\\/\ \\/\\/\\/ 3 TURNS MIN. IN I/2" TYP. OWNER BEFORE REMOVAL FROM 51TE \/\\\/\\\/\\\/\\\/\\\// /\\//\\//\\// AT 48" O.G. ALON6 EACH MAIN RUNNER \/ \/\\\\\\ \\��m \ \�//• � FPS` A 5 E3 R E 1� I A T 10 N 5 /\//\//\// /\//\//\// o o 12 6A. SPLAY WIRE �Q} �q \ \ \ \ IN PLANE OF MAIN h + ° RUNNER b Conc. Goncrete -\\ e. o o' x MIN. 12 5A.SPLAY WIRE BRAGIN6 Exist. Exlsting 2'-8" REFER TO STRUCTURAL PERPANDIGULAR TO PLANE OF DRANIN65 FOR ADDITIONAL Ln MAIN RUNNER INFORMATION �+ 6yp.6rd. 6ypwm Board SEGT10N @ DOCK LEVELER Mom. �s GIG On center 2 MAIN RUNNER AT �q+ 48" O.G. MAX. A-3.2 SGALE: I/2"=1'-0" P.T. Pressure Treated CRO55 RUNNER AT 24" O.G. MAX. / 2° M300. R Riser FOR 5PAGE5 64REATER THAN 400 S.F. WITH TWO DIREGTION5 EXGEEDIN6 20-0" GROSS RUNNER with NOTE - AT 24" O.G. MAX. Cont. continuous ALL SPLAY WIRES ATTACHED TO MAIN RUNNERS IN (4) PERP. DIRECTIONS \ 5\ON\�OR� ?OOM O(L G SPLICE LE G E N D S Mom' MAIN RUNNER AT 48" O.G. MAX. #8 X I" SHEET M 7AL 5GRE45 FOR 5EAGE5 GREATER THAN 400 S.F. REVISION NIUMBER 24" O.G. MAX. O i n v METAL5 WITH ONE DIRECTION EXG�DIN6 20-0 MAIN OR GROS RUNNER DETAIL NUMBERNOTE - ALUMINUM GRID NL DETAIL NUMBER 90%MOISTURE RES15TANT ED, ALL SPLAY WIRES ATTAGHIED TO MAIN RUNNERS IN 0 PARALLEL DIREGTION 5 STANTT A°I SHEET NUMBER PANELS,MYLAR FAGPD. " ELLIMINATE THE POP RIVETS AND LEAVE A MINIMUM GAP OF 3/8"BETWEEN GRID SYSTE1(INGLUSIVE OF TILES) AND WALL STUGTURE AT ADJACENT'FLOATING"WAILS ELEVATION MARK(HEIGHT) SEISMIC SPLAY BRAGIN6 SHALL BE AS INDICATED AND PLACED A MAXIMUM OF 12'-0" O.G.WITH FIRST POP RIVET AT TWO / POINT WITHIN 4'-0"OF WALLS. ALL WIRE SHALL BE MINIMUM OF 6" CLEAR OF UNBRAGED PIPES AND c� -- -- GETNTERLINE ADJACENT WALLS * DUCTS. WALL ANGLE * *SPLICES AND INTERSEGTIONS OF RUNNERS SHALL BE FASTENED WITH MEGHANIGAL INTERLOGKIN6 I SECTION MARKER CONNECTORS SUCH AS POP RIVETS SGREWS,PINS,PLATES,OR WITH BENT TABS,OR WITH APPROVED A-5 DETAIL NUMBER STARTER AT ADJAGENT WALLS CONNECTORS.DB16N CONNECTORS FOR DE516N LOAD OF(MIN 60 1-135)OR ULTIMATE AXIAL TENSION SHEET NUMBER OR GOMPRE551ON OF 2X DESIGN LOAD. date 1/15/10 drawn b.d. EXISTING WALL T Y P. S U 5 P E N D E D GE I L I N 6 5 E 15 M I C D E T A I L 5 scale a5 Shom checked dh ® WALL A-3 2 NOT TO SCALE NOTE: CEILINGS OF 400 S.P.OR LT55 SURROUNDED BY WALLS THAT CONNECT DIRECTLY ro ect no, 09-58 NEA TO STRUCTURE ABOVE ARE EXCLUDED FROM THESE DETAILS P I STRUG W2 TURAL NOTES : 650at16" -6ENERAL: PRE-BNG.BD6. METAL STUD WALL �Y/ -SEE NX.OR DW65 FOR I. ALL ELEVATIONS 51-M AS(100'-0'0,+OR-ON FLOOR PLANS ARE MEASURED ABOVE OR B LDN EXI5T1% FIN.FIR T/SLAB ELEV = 81.78 GOL d ANCHOR ROD 51ZE 2) #5 TOP d BOTT. 10" 0" 1 LOGATIONS 6T20 TRACK-Provide DEFL TRACK 2. ALL DETAILS SHALL BE FIELD II TYPICAL AND SHALL APPLY AT ALL SAME AND SIMILAR CONDITIONS. SEE OLTMALL.= 104'-4° ® 3A of TOP 3. THE CONTRACTOR 5HALL FIELD MEASURE d VERIFY ALL GRADE d LOCAL AEVATIONS 1 NUGOR PRE-EN5.BLD6. T/WAAL-L= 106'-b" at Top/Romp 2)#5 Tde 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORINS AND BRACING RFi:111RID TO MAINTAIN THE 5TRUCTURAL 5TABILITY OF THE BUILDING DURING CONSTRUCTION. #6 HAIRPINS(2o15 TO -PROVIDE THREADED REBAIR DW6'S j OR Silt _ ON5IBLE FOR__ _ CONCRETE tICSTUD10 APITAL s. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2003 INTI3NNATIDNAL BUILDING LADE AND 2005 d 2009 CONNEGnafT SUPPIR�NT /1T/WALL= 104'-4° � �GTORs at FORMS.BBJD ARCIIMD I o I-o� ! �NJGOR DW65 T/{^IAL.L.= 104'-0" at Bot/Ramp . . SEE ARGH'L DWGS F'oR I. FIELD b. THE T5HALL BE PLRFORhED�A NNVIAP ACCREDITED TES11%LABORATORY PAID BY THE ONE AND APPROVED BY (86•I1') �PLAN FOR(6 �LOCATIONS : • GUARD d HAND RAIL RAMP DETAILS GONG. SLAB (SEE PLAW . �T/5LAB= 103b" ® 3A 012° ac HOW. o r c h i t e LcL tC S THE ENGINEER AND BALDING DEPARTMENT'.CONTRACTOR 5UWI SHALL COORDINATE ALL TE5TIN6 H U LAB d 5TTR AND " GONG, SLAB (SEE PLAPN) " GLR. �- _;T - 379 MAIN STREET EAST HARTFORD T. 06108 13JGINEER COPIES OF THE TEST RESULTS SHALT_BE SUBMITTED TO THE ARCHITECT,EN6IH&�R CONTRACTOR AND BUILDING 860.289.3262 fax 860.289.31 INSPECTOR �T/5LAB= 100'-0" , - - -._._._._._.- 8. PER CODE d BIDS DEFT,A SPECIAL INSPECTOR d AN APPROVED TE5TIN5 LAB.SHALL BE EN5MED TO PERFORM SITE IPSPEGTIOH5. T/SLAB= 103' 0° (81.78'� _._._._._._._._._ _._ ,�• , 0 18° oc VERT. TESTING SHALL INCLUDE;•SOILS,-CONCRETE STRENGTH,-d BOLTING d WELDING OF PEMB. T/PIER= qrl b 1 o o (54.78') n 10' ® HAIRPINS 01.26) 6 e 6 9 6 8 6 t3 6 -FOUNDATION: ._. ._._._._. •r._ _ 1�� TRAMP= VARIE5 � 11 it II hV 2 LAYERS OF o� o� o o� '20� o� .._ _ _ _ _ _ _ _ • _�t^ '' I jl , il, !� ,I bxb -W2.q x W2.q WWF - I. FOUNDATION DESIGN 15 BASED ON ASSUMED LOADS FROM 'NA'OR'PRE ENGINEERED 57RI CTURE.FOUNDATION MAY BE REVISED n �' d AFTER FINAL LOAD SUBMITTAL5 2. DESIGN ASSUMPTION: SOIL BEARING CAPACITY 1515 TONS P62 SClIARE FOOT. o0 0 00 0 00 0 ° ' GONG. SLAB(SEE PLAN) I 3. THE OWNER SHALL HIRE A NVLAP ACCREDITED TESTIN5 LABORATORY TO INSPECT AND APPROVE TIE STRUCTURAL FILL(ff Req'd) b MIL VAPOR BARRIER AI d''d I tI I o n !I Cx RI e'rl O V a t!I O n S BELOW ALL FOOTIN65 BEFORE FOOTING OPERATIONS B%IK INSPECTIONS SHPd L BE MADE PRIOR TO TAMPING THE 501E OR 5ErTIN5 FOOTING FORMS.THE INSPECTOR d EN61NEER SHALL VERIFY THAT 501L 15 SUITABLE FOR THE SUPPORT OF FOUNDATIONS BEFORE WORK 5HALL BE61K THE INSFEGTOR SHALL TEST THE 501L NTH A GONE PENTRO ETER WERE SOIL TYPE PERMITS. b MIL VAPOR BARRIER 11 1 4. SLAB d FOOTN6`.A1B-GRADE SHALL BE COMPAGTED USING A VIBRATORY TAMPER OR A JUMPING 501L RAMMER AFTER THE 501E 4' PROCESS STOPS FILL d r I' HIf5 BEEN IN5F5GTED AND APPROVED. 4' PROCESS STONE FILL GDMPAGTI3J SUB GRADE T/SLAB= 100-0 - - -• •-•-•-•-•- I i 5. THE CONTRACTOR SHALL BE RE5PON516 E FOR ALL 17BNA1ERIN6,SHOIRINS,SF�nN6 OR BRACING REQUIRED TO MAINTAIN A I i I 1 � � COMPACTED SUB GRADE . . 2° R1610 IN5UL. 2' BELOW GRADE (REFER r0 PLAN -" N!u W,Q!J I b'b Q c c o SAFE DRY AND STABLE EXCAVATION.ANY INSTABLE MATERIAL SHALL BE BRDU6HT TO THE ATTENTION OF THE EN61N[B2 NO FOOTINGS SHALL BE PLACID IN WATER 2° RIGID IN5UL. 2' BELOW GRADE � D ° ° � �v �9. b. 501E ADJACENT TO AND B30W PE N FOOTINGS SHALL BE NET FROM FREFIING AT ALL TIMES. O a n o� � PIER SCHED. FOR 51ZE d REINF. w SEE PIER PIER 5GHED.5HT. 'rIA' 2101p,; S U.I :i V C!n -'Ave 7. BOTTOM OF FOOTING ELEVATIONS NOTED TIHus(X'-X)ARE APPROXIMATE d SHALL BE VERIFIED IN FIELD,BASED ON FIELD w I ¢ j G01ND'n0t� > So'ulth ' Windsor, CT 8. PROVIDE A 4' LAYER PROGEY STOPS DIRECTLY UNDER ALL SLABS ON GRADE PROVIDE 6'Min LAYER OF% MIN5, > B�- COMPACTED 5TRLCT1Ui FILL BETYB3N W157MBW 501L TO NTHIN 4'OF SLAB. SEE 6EOTEC RrIGAL REPORT. 01L_ 9. THE 111 ID ANY CONTRACTOR TO THESE. CONTRACTOR SHALL CONTACT G�BEFORE YOU DI6 PRIOR TO ANY AND FUEL SEXLOA AnON SUBMT� - _ _ _ _ -_-____ _ SEE PLAfIJ = I III 1I1 1I 1 i'- 1-11I I I I - OR GOMPARTH AGTDED ILL _ I . I I I_I I I_I I I_ Flu-FOR REVIB I « Pi p N III-1 I-III-III 111-"' III-III III III i _ UNDISTURBED EARTH t I I ,-' , ' I I_I I „1I _ -SEE 6EOTEGH.REPORT 10. BACK FILL FOR FOUNDATION WALLS AND RETAININ6 WALL5 SHALL BE COMPACTED 6RANAAR 501L NTH NOT MORE THAN 10% -I -11 I-r I-I"=1 I =1 I =' OR COMPACTED FILL PA�IN6 THE#200 SIEVE. VERIFY THAT ON 51TE 501L MEETS STATE DOT SPECS. -" SEE FOOTING SCHEDULE • II. BACK FILL MATERIAL FOR FOUNDATION WALL5 AND BELOW 5LA55 ON GRADE SHALL BE PLACED IN LAYERS NOT TO EXCEED 12 5EE FOOTING 51-HEOULE ! FOR SIZE d REINFORCEMENT 0 18'x 2'�i' INCHES IN THHICag55 AND COMPACTED NTH A VIBRATORY ROLLER TO 9�1 OF THE MAX DRY DENSITY OBTAINED BY TEST. OR 51ZE 11 REINFORCEMENT I i 12. WHERE FOOTINGS ARE BELOW THE 6RCINDWATER ELEVATION,PLACE 6 -8 INCHES OF%'CRUSHED STONE and 6EOTEXTILE,INDF32 _ • FOOnN55.Gp15HEl75TOtESHALLBEPL4LfDAFTERTHESUB501LHIASB�HIPSPEGTED,APPRa,�APDTAMPED. TYPICAL SGTION COLUMN PIER 2 SGTION COLUMN PIER -AC/ Ab . IT I Ib . I UNDISNRBEDEARTH -CAST-IN-FLAG GONGRET (REFER r PLAN , „ OR COMPACTED FILL I. CONCRETE 5TRB4 TH AT 28 DAYS: 3000 5J.FOR FOOTINGS,WALLS d 3500 5J.SLAB ON GRADE.SUBMIT MIX DESIGN To S-2'0 SCALE: 3/4 =1 -0' SCALE: 3/4 =1 -0 -- SEE 6EOTEGH. REPORT ENV E8R FOR REVIEW BEFORE START OF WORK. P 1 I It I ' 2. AIR ENTRAIN ALL CONCRETE EXPOSED 10 WEATHER 3. REINFORCING STEEL: A5TM AbB 6RADE 60.5UBMIT REINFOIRLIN6 LAYOUT DRAWIN65 TO ENGINEER FOR REVIEW ( 3A 3 FOUNDATION WALL SEGT I ON 4. GONGRETE WORK SHALL BE IN ACCORDANCE NTH ALI 301-03 AND ACI 318-03. 5. MAXIMUM SLUMP: 5 INCHES FOR ALL OTHER CONCRETE 8„ „ „ !I S-2.0 5-2.0 SCALE: 3/4 =1 -0 b. MINIMUM COVER ON REINFORCING STEEL OLT*t&U= 104-4it CONCRETE CAST AGAINST THE EARTH 3' 2)#5 TSB --- 8T"x91"- VERIFY W/MANUF. /OWNER %! I I GON RETE TO EARTH OR WEAIHBZ 2' 0 12° oc HORIZ. Mao,Gourd tq Dock�Level I i! , ,j i I I#5 AND LAR6ERj ' YJALL BEYOND ha}e INTERIOR SLABS AND WALLS I' � I , I I I 1t 7. SAW GUT CONTROL JOINTS IN STABS ON GRADE AT 20'-0'OL.MAXIMUM. JOINTS SHALL BE CUT NTHIN 12 HOURS OF SLAB POUR I 6° SLAB LOCATION of JOINT5 SHALL BE APPROVED BY THE EN61N�R �T/5LA$= 103' 0° ® °4° I RA 1 8. INTERIOR FLOOR SLAB SHALL RECEIVE A STEEL T1ROhH FINISH. EXTERIOR SLABS AND 51DB TALKS SHALL RECEIVE A COURSE (REFER TO PLAN) -•-•-•-•-•-•-•-•-•-•- -• r/� 51 AB° f 03'-0° - --�- - -- -- ------- BROOM FINISH. ° 4w 6 MIL VAPOR BARRIER 9. GROUT AND RUB ALL EXP05ED SURFACES OF FOUNDATION WALL5 NTHIN 48 HOURS OF POUR. 0 3" it 10. GALLIUM CHIARIDE SHALL NOT BE USED. II. APPLY CURING COMPOUND TO SLABS IMMEDIATELY FOLLONNG FINAL TRON3RN6.GUR4.5EAL#830 OR EQUAL,APPROVE)BY o �V b� �U �y n oNNER > - T/K4t 104-4 ° > Bot 1-#5 T - 1 -(2�5 , 0 8 _ WALL BEY I oc T. 'C OND 12. AN INDEPBNDBNf TESTING LABORATORY SHALL CAST 3 TEST CYLINDERS FOR EACH 50 YARDS OR EACH DAYS POUR. SLUMP VERT. Y TESTS SHALL BE PERFORMED NO CYLINDERS ARE CAST. TEST I CYLINDER AT 7 DAYS AND 2 CYLINDERS AT 28 DAYS. � < HORIZ CAM #5 0 18. 24' _ 0 STRUCTURAL FILL 13. SPECIAL INSPECTIONS SHALL BE MADE PER IBC AND GONOHEGnarr BIDS GORE REQUIREMENTS. 9 �TMIl 101'-0° at 4A - ° GONG. SLAB (5EE PIAPU 5LOPE ON. (I)#5 GONT TOP q #5 X 24� o I'-0'OL. 5 2A #5 To EXTEND r-b, S-2A �- - TMALL= 103'-0" 4" BEYOND OPN6.FA 51DE °� 3° y! I' 3b' NT/SLAB= 100'-0° at °4A° it 8 3" e'I ju V I'6•OL. (REFER TO PLAN) - - - - - - - - -•- - ; o ��g� �. #4 ® I2, wualfAlK 11 r e�na r," #4 0 12 EA WAY . 5EE PLAN o M . 5TRUCTURAL FILL ALT.. C8xIIS "5-I" b MIL VAPOR BARRIER x 8'-O'LG 2' INStAAnON REFER TO 51TE PLAN FOR ®12+' > x 2'-O'LG 1 APPORXIMATE 5POT 1379IyIA1N STREET EAST HARTFORD,CT 06108 GRADE ELEVATIONS. ' 10 MIL VAPOR BARRIER #4 X 4-0 tl:lt 2-0 O.H. ice: 860.622.0840 4° PROCESS STONE FILL #4 ® 12°OG VERT 4� s SEGT I ON @ EXT. I I DOOR fax:860.622.0841 #5 0 12 HOUR 8" 4" b° mil COMPACTED FILL SUB GRADE 2'RIGID IM5U1 ATION 5-2.0 SCALE: 3/4"=1'-0" NOTE: INFO.NOT 5HONN SEE SECTION 3/5-2 2' RIGID IN5UL. 2' BELOW FIN GRADE VERT d HOR 8 p I O , I� 'i (2)#5 TdB • • • �- #4 0 12'x 30' MICRO FIBER REINF or 4 PROCESS STONE FILL (SEE GEOTECHNICAL REPORT) Q1 15 �1 D (ISSUED FOR P ER N1 T' UNDI5TURBED EAR BFE (2) #5 T$B bXb W2.9 x W29 WNF I^GLR. 1 2 �=1]9 11SiSUE FAR PRICING de�cnioli no..' OR COMPACTED FILL I 12 n 5EE PLAN 6 (PLAT 5HEET5) (TYP.) Y SAWCUT x l�4 DP. r o r-a" daL #e, SEE 6EOTEGH. REPORT 24" at 4A ) #5 GONT. I P DOWN #4 0 12'x 36' z BEE- 95-0 .. 1 o a -a.4 ._ Q -a •-•-•-•-•-•-•-•-•- - � reVI910f151 II I' i ' EFOUNDATION WALL SEGTI ON B�= 95'-0° 12 ` 4A 4 :`„• •�° tin - - - - - r CO. INC. >ro ti-o � � >sr LDRICH GOl�STRUCTION. , 8 TYP I GAL SGT I ONXT. DOOR S-2 0 S_2.0 (3) #S GONTINl0U5. A 1395TollandTurppike SCALE: 3/4 = -0 $-2.� NOTE: INFO.NOT SFIONN SEE WALL SECTIONS 5 2 n �n n �n n n n n °0n MAN)CHESTER,CONNECTICUT 06042 6 MIL VAPOR BARRIER 6' min COMP STRUCTURAL FILL j 1' , ( I I 11 SCALE: NONE (860 647 544�Fax(860)646-0138 4" SLAB ON-GRADE 5 5EGT1 ON @ LOAD 6 DOGK LEVELER (SEE GEOTECHNICAL REPORT) Ii ! #3N05IN66AR Y-4�" $-Z.O SCALE: 3/4"=1'-0" 7 TYPICAL SLAB ON GRADE • DOOROPN6. It TYP. AS NOTED ® • _ to 6 (TYP) 12" TYP. 5-2.0 SCALE= 3 4"=1'-0" SIC . l #4 o 12'EA.WAY T.OYi= (0'-8'I / J�.A L E 6" • 8 J 0 B N'�J ' ' '' ' • COMPACTED FILL : 6RADE WALL St (I) 0 15 BAR 2"GLR. ADDITIONAL#5 BAR M.FOUNDATION WALL DRAWN I B Y , )b 5EE ARGH'L DW6'5 (TYP.) , 8" • FOR RISE/RUN DIM'S C K D B Y; WIV L 6'-0" MIN. 3" • ____ _ DATE DRAWN : 12 DEc 09 • • GLR. d• a 211 I�' (TYP.) q � • �- II=III III- ' EQUND' ATION 0° o ISOLATION JOINT WALL HORIZ. N p) #5 VERT. a O 11' ( T REINF.GONT. DONS TO FOOTN5 2 -#5 T d B aQ• • FOR REINS. 1-_- SECTIONS ; SEE DETAILS _ -8° #5 o MID SLAB 2'-0° IMIN' -I II II111I 1=1I I- 3-#5 GEN, /� I T (3) ifs® DOOR #5 GONT.BARS MAX. =11 _ I EIA n1 2'-0" L 6 1 n S� SPADE / TYPICAL STEPPED FT6. MIN. 12 EXTERIOR GONG . STAIRS TYPICAL PLAN © �XT. DOOR f 10 TYPIGAL GORNER REINF. DETAIL „ TYPICAL SECTION - STEP'D FTG. - g S-2.0 5-2.0 SCALE: 3/4"=1'-O" ALT: PRECAST STAIR - SUBMIT FOR REVIEW SCALE: NONE S-2.0 SCALE: NONE SCALE= 3/4"=1'-0" S 2 O S-2.0