HomeMy WebLinkAbout200 Sullivan Avenue - Building Plans & D (2) Addi* ti* on enova ion Plans for
Nu = Way 11 East
January 15 , 2010
200 lli 1`�v �n o� . csa project 09-58
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Capital Studio Architects, LLC
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voice:860.622.0840
Pex:660.622.0841 LOCATION PLAN
j STRUCTURAL ENGINEER not to scale
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William M. Lapoint, P.E.
1379 Main Street DRAWING LIST
East Hartford, Connecticut 06108
TITLE SHEET
tel: 860.622.0840
fax: 860.622.0841
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ALDRICH A-1 .0 Floor Plan
CONSTRUCTION A-2.0 Exterior Elevations
A-3.0 Building Sections
CONTRACTOR A-3. 1 Building Section
Aldrich Construction Co. , Inc.
1395 Tolland Turnpike
Manchester, Connecticut 06040
STRUCTURAL
phone: 860.647.7544
S- 1 .0 Foundation Plan
fax: 860.645.0138 S-2.0 Foundation Sections
email: ja@aldcon.com and General Notes
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GENERAL CON5T . NOTE5
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GODE5(5EE GORE DATA).
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��^ ,I 2) WORK PERMITS SHALL BE THE CONTRACTORS RE5PON51BILITY. THE GONTRA(TOR SHALL SECURE ALL REQUIRED =
/ i I LOCAL AND STATE OF CONNECTICUT PERMIT5 PRIOR TO GOMMENGING WORK. ALL G05T5 OF 5EGURING PERMIT5 SHALL A 7�T /� y
a � ndlnq = I I BE PAID BY THE CONTRACTOR CA 11 1T1�L
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+\� - I I STAIRS=10 RIMS®6 15/6' 'I ,E 3) ALL MATERIALS AND EQUIPMENT THAT WILL BE USED IN THE GON5TRUGTION OF TH15 PROJECT ARE 916-EGT TO THE =- i �J AJ 1®
N APPROVAL OF THE OWNER. ALL MATERIAL5 AND EQUIPMENT REQUIRED BY NOTES OR 5PEGIFIGATION5 SHALL BE architects L L C
_ I I I I ____-___ 511BMITfED IN THE FORM OF SAMPLES AND SHOP DRAWINGS FOR APROVAL BY OWNER. WHERE DOLOR 5ELEGTIONS ARE
' 1379 MAIN STREET
c� ----- MADE,COMPLETE SAMPLES SHALL BE FURNISHED TO THE OWNER EAST HARTFORD CT. 06108
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,, , / , r / � . / / / /ti• I/ � / / / / / / . , / % ./ /. /, 5) PRECAUTION N1JST BE EXERCISED AT ALL TIMES FOR THE PROTECTION OF PERSONS AND PROPERTY. THE SAFETY
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/ / r �' / /f/ / / / / / / / / / r / / / / / / / / / Y / / / / /i i/'/ i i i i i i i/r / %i%i i 'i/ ' tii-i''r:r>i i/'7r% / ' ✓'/:'i ''i f /~%% i :/. `/:/Y /:.(�:/.>' / :r %!' ' / ' ' , ' • , / ' / / ' ' ' ' / ' ' ' ' • f � � • I- < r . q �$:-h% . / fY. I 0 BE TAKEN 51GH ADDITIONAL SAFETY AND HEALTH MEASURES AS ARE REASONABLY NECESSARY. MAGHINERI'1' ,II` / GAUSET
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I / / / 1 I .;I': .r,`. / ,: �i�J' 'i/ '.,+'wr.ir ✓•^i�r�)i� ' /� i y<ir%' i'ii�.✓/��.; EQUIPMENT AND OTHER HAZARDS GUARDED IN ACCORDANCE WITH SOFTY PROVISIONS OF THE "MANUAL OF ACCIDENT
mil- �\ ✓, ' �\ ; ; I I ': .::.:y.. PREVENTION IN G0N5TRUGTION PBLI5HED BY THE A55XIATED GENERAL CONTRAGTOR5 OF AMERGA,TO THE EXTENT
THAT 5UGH PROVI5ION5 ARE NOT IN CONTRAVENTION OF APPLICABLE LAN5.
5TA1R5=16 RISERS 0 C3/4�' I -
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TREADS=11' :L.:..:.:.:,•. m
- 4 _ r- . ,, -- -fl bJ IT SHALL BE THE RESPONSIBILITY OF THE GONTRAGTOR TO PROTECT AND PRESERVE IN OPERATIONAL CONDITION
ALL UTILITE5 TRAVER5IN6 THE WORK AREA DAMAGE TO ANY UTILIT(DUE TO NORM UNDER THIS GONIRAGT SHALL HE
n i I I I I I r REPAIRED TO THE 5AT15FACTION OF THE ON ER AT NO ADDITION G05T TO THE OWNER.UTILITY SHUT DOHN5 MUST BE
COORDINATED WITH THE OWNER.
.. ,^. , l) EACH BIDDER WILL BE HELD TO HAVE EXAMINED THE PREMISES AND SATISFIED HIMSELF WITH THE CONDITIONS WHICH
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- = I �---- / B.2 Y WOULD IN ANY MANNER AFFECT THE WORK UNDER THE CONTRACT OR ALTERNATE WORK AND HAVE NO LATER CLAIM
I ' FOR EXTRA GOMPEN5ATION FOR LABOR,MATERIAL5 AND EQUIPMENT WHIGH COULD HAVE BEEN FOR5EEN BY SUCH
EXAMINATION WILL BE REG06NIZED. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEA�IREMENT5 FOR H15 WORK AT
BLENDING AREA MEZZANINE ( i I i ' � i' - - .�- 2 �* _� THE 51TE AND SHALL VERIFY ALL MEA511REMENTS AND DIMENSION GIVEN ON THE DRAWINGS. DO NOT SCALE DRAWINGS.
I STAAMIIR5=16 R15ER5®63/�
, 101 , , ABOVE r I i I . }}'--•�.':" A-3.0 �
TRPAD5-II' I 8) PROVIDE TEMPORARY HEATHER PROTECTION AND 5EGURITY DEVICES DURING THE PERIOD OF GON5TRUGTION. G,G.
_ TO INSURE THAT NO WATER LEAKAGE OGGURES TO EXISTING SPACES. ANY DAMAGE THAT DOES OGGUR MUST BE
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4 i ? '° REPAIRED BY THE G.G.TO ITS PRE-GOK5TRUCTION CONDITION.
-- - rt EX15TIM CONSTRUCTION,REPAIR AND PATCH REMAINING r---- - I 1 .. .----- :.I; ,. .._- ----------��------- SHOWN 0 BE REMOVED FROM
. : ...: ::'.' g5UB5TRATEFAND PREPARE FOR NEN FINISH. REPAIR AND PATCH ALL REMAINING a55TRATE5 THAT HERE ORIGINALLY
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`.'..'`• r''r'..' I:y`..;:.'-=s CONGEALED BY EXISTING FINI5HE5,BUT WILL NOW BE EXPOSED IN THE MEW GON5TRU(TION.
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I < -: :;: `'„:'•.`. ;�;:',,..:>,;' .I"`:i-.I'..:,:RAMf? Mr. :'.:': ::.r;.)'=:. ':�';`a'' .�. . .....: ,.:� .: � �' 10) ALL 7RADE5 SHALL PROVIDE ALL DRAWINGS,.DOGUNENTS,OR SPEGIFIGATIONS REQUIRED TO SECURE t•EGGE55ARY
FIRST FLR '. `:;7.. .....::: ::: PERMITS RELATIVE TO THEIR TRADES.
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(81.85) I ;..:.:•''.-. c . 11) CONTRACTOR TO FIELD MEAWPE ALL 5PAGE5 AND VERIFY ALL EXISTING GONDITION5 PRIOR TO 5TART OF WORK.
_ _ "' 12) NOTIFY ARCHITECT IMMEDIATELY OF D15GREPANGIE5 BETHEEN DRANIN65 AND GENERAL CONDITION5.
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O ' O I O I I I OI T OYH I 13) DRAWIN65 ARE+OR-AND ARE BA5ED ON BEST INFORMATION AVAILABLE AT THE TIME OF PRODUCTION.
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22' 2' 3'-4' 8'-0" 12'-0' lb!-5" I Ib'-5' I I 12'-10'I 10'-q" 14'-q" T-4' 14) DO NOT SCALE DRAWINGS.
15) DO NOT PROCEED WITH GHANGE IN 5GOPE OF WORK WITHOUT NRITTEN APPROVAL FROM OWNER OR ARCHITECT.
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�d DEMOLITION NOTES:
I I , 15'-4' (, 12'-8' ' 8'�� 8� 5-4° �� 5'-b° 2'-b°° A-3.1
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1) ALL DEMOLITION 5HOHN ON THESE DRAMIN65 15 DIAGRAMMATIC. CONTRACTOR 15 RESPONSIBLE FOR ALL DEMOLITION
AND RELOCATION WORK NEGE55ARY TO PROPERLY COMPLETE THE PROJECT,RE6ARDLE55 IF DEMOLITION WORK 15
2.1 I 3.1 3.2 3.3 3.4 3.5 I I 5HOHN OR NOT ON DRAWINGS.
-0 Iq'-0" 28'-O° 25'-10° 15'-6' 10, 2) ALL DEMOLITION WORK SHALL BE DONE IN 5TRIGT ACCORDANCE KITH THE LATE5T 5TATE OF CONNECTICUT BUILD1%
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AND FIRE CODE5.
3) THE CONTRACTOR 15 RE5PON51BLE FOR LE6AL DISPOSAL OF ALL(ON5TRZTION HIA5TE AND REMOVED ELEMENTS,
I 2 3 ( 4 ) 5 UNLE55 NOTED OTHERWI5E ON DRAWIN65. DEBRI5 5HALI_BE DISPOSED OF ON A DAILY BA515.
�� 4) ALL EXISTING OR NEW(ON5TRUGTION D15TURBED OR DAMAGED DURING THE G0UR5E OF CONSTRUCTION 5HALL BE
qP_2 32'-10' RESTORED TO MATCH EXISTING ADJACENT SURFA.CE5 OR ORIGINAL GONSTRUGTION.
1 5) THE CONTRACTOR SHALL PROVIDE ALL 5TRUCTURAL 5HIORIN6,BRAGIN6 AND SHEATHING A5 REQUIRED FOR SAFETY
a 1 AND FOR PROPER EXECUTION OF WORK AND HAVE SAME REMOVED HN EN WORK 15 COMPLETED.
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0 6) THE OWNER RETAINS THE RI6HT TO 5ALVAr7E A1, DEMOLISHED OR CONTRACTOR REMOVED MATERIAL(5). CONTACT
o OWNER BEFORE REMOVAL FROM 51TE
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REMARKS APPLICABLE GODE5: -2003
No. FROM TO DES. SIZE MAT'L/ FIN. DES. MAT'L/ FIN. T HO1 D LA88- HOW -5tate Building Code: 2005 d 200q Connecticut Supplement T601 - FIRE RE515TANGE RATING REQUIREMENT5 FOR BUILDING
Y - International Building Code ELEMENT5• 0/G on center
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IL OI OUTSIDE BLENDING AREA DI 3'-0" x 1'-0" 5TL-PRINE/PTD. FI -2003 Intl.Plumbing Gods
PI METAL- PRIMED/PTO. BY METAL BUILDING MANUF.(N1BM) -2003 Intl.Mechanical Gods STRUCTURAL FRAME-0 HR
u -2005 National Electrical Gods(NFPA 10) P.T.
@ O OUTSIDE BLENDING AREA D3 12'-0" x I4'-0" 5TL-PRINIE/PTD. SAL_ PRIMED/Pam. EXTERIOR BEARING 5-IPER 01 HR
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L -AN51 AIII.I-Iggb Accessible and Usable Buildings and Q0 0
-2005 International Energy Gods INTERIOR BEARINIG WALLS-0 HR R Riser
O OUTSIDE BLEN DIN6 AREA D3 8'-0' x IO'-O' 5TL-PRIME/PTD. METAL- PRIMED/PTD, -2003 International Existing Building Code INTERI R BEAINC7 WALL AND PARTITIONlrEXT.PER T602
0 10'-30'- I HR
3 GONNECTICUT FIRE5AFETY CODE 2005
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(q'-5') DOOR A55EMBLY WIDTH EXISTING BUILDING EXISTING USE ROOF GON5TRUGTION-0 HR L E G E N D
vi 1' (8'-0") Wall Opening Nldth(VARIE5) 1011 - IFG 26 0ARATED AND NON SEPARATED MIXED U5E- OCCUPANT LOAD FOR 12,300 S.F.ADDITION 0 5-1 5TORAGE PER
END DRIVE ENID T10041WAREH0U5E51/500 5.F.6RO55 = 25
-B -BUSINESS o TENSION "5 I"-STORAGE-MODERATE HAZARD 3 REVISION NUMBER
p "F-I' -FAGTORY-MODERATE HAZARD
- 5'-O'+/- CON15TRUGITON CLA%IPICATION: CONST.TYPE 1115 TRAVELDISTANCE- 'S I" -250' DETAIL NUMBER
$ T503-2MC 1 STORY 12PO 5F USE IS F I REWIRED
PER TIO 41 2 REGIV 3 PROVIDED OF E6RE55 DETAIL NUMBER
0
FIRE BARRIER RATING PER T 3023-2 Ptq SHEET NUh10H2
STEEL ONE ° ® 05ED FIRE - BIIILDIN6 15 FULLY SPRINKLERED HI/EXG•TO 30232-2 HOUR
BARRIER EXI5TIN6 BUILDING 15 62,168 5.F.PER DE516N
o LITE = 4 ° PROFE5510N A1_5 ING. INTERIOR FINI5FE5 T8035 _ ELEVATION MARK(FEI6HT)
DOOR v EXISTING BUILDIN6 TO 13E SEPARATED BY FIRE 546E-VERTICAL EXIT5 AND EXIT PA55A6EWAY5 'G'
/ _IN5ULATED a° SEPARATION A55EM13LY AT EA5T END OF BUILDING. EXIT AGCE55,GORRIDOR5 'G°
M PAINTTED DOLR5 AND ENCLOSED 5PAGE5 'C' ¢ ----- CENTERLINE
m1 EXI5TIN6 EA5T 5EGTION- 14,100 5.P. PROP05FD FIRE BARRIER 5GOPE OF WORK
O 13Y MEM EXISTING HE5T 5EGTION-41,4b8 5.F. FIRE CHA�ILK EXISTINI6 PENETRATION5
PROP05ED HE5T ADDITION 12,300 5.F. 5EGTION MARKER
D I D3 I N D O / 1 1RELOCATETEX 5TI�A 5 PIPE NI-I/2 HOUR FIRE DOOR 1 DETAIL NUMBER
o EA5T 5EGTION 15 ALL 5-1 (i503)ALLOH5 I1,o0>I4,100 FILL IN EX15T WAG LOUVER IW HOUR MASONRY UNITS A-5 5F�T NUMBER date 1/15/10
a EXI5TIN6.AREA OK WO INIGREA5E5,
DOOR L Y T I O N 5 TYPE 5 L N VERIFY THICKNESS OF MASONRY,CURRENTLY INFILLIN6
EXISTING WINDOW OPENINC75 MEET 2 HR.REG. IF NOT INFILL drawn b.d.
N EXI5TIN6 WE5T AREA-41,468 5.F. 2 HR 514AFTKgL• O EXISTING HALL
scale 05 5hOWn
N SCALE:N•Tg• PROPOSED YE5T ADDITION- 12,100 S.F.
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INSULATION
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o INTERIOR METAL MEZZ DEG (MATCH')
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CD
PANEL5 BY MBM 9'-0°+� - I
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5EE 'S°DRAWINGS
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REFER TO 5TRXTVRAL
¢ DRAHIW75 FOR ADDITIONAL
c I INFORMATION
v
•] 1
ml
rn
0
date 1/15/10
drawn b.d.
a
1 WALL 5EGT10N
scale as Shown
2 A-3.1 5GALE: 1/411=II-011 checked dh
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-5b
project no. 09
a
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