HomeMy WebLinkAbout0790 IYANNOUGH RD - HEARTLAND SUPERMARKET 0013.28836.Iyannough Road-Capetown Mall.001
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statue
HYANNfSf MASS*
date
revised
4Ct ? CT
edwaml- *"O ,,cormier . architect, Inc. drwg. nc s...,.
249 cedar hill at.
marlboro, ma. 01752
tel. 617•49S*4997
ARCHITECT
edward d. cormier architect, Inc.
249 cedar hill at.
marlboro, ma. 01752
tel. 617; 425.4997
Profs
no.
drwq.
atatua
data
revised
I ! 1 l7 x%1 1 ! ( J I - - 1 1 Z- I --1 \ / 1 - - - - - / I A r_ ' . r+_ ,.. 1 \ ! 1
ARCHITECT
edward 'd. cormier architect, Inc.
249 ceder hill st.
marlboro, mn. 01752
tel. 617.485* 4SS7.
Rro3'
no.
d w.
date
revised
drwg. no.
`I
A E
L.. THE VARIOUS' PORTIONS tOF THE STRUCTURE,'- RE DESIGNED TO CARRY THE'FOLLOVINIG'LIVE
LOADS IN
GENERAL,
ADDITIONJOVECIFIC KICHINERY:
AND
EQUIPMENT LOADS:
HALL 61 USED IN CONJUNCT ION' r, If"I'THE APCHITECTURAL, fl CHANICAL,
1. STRUCTURAL DRAWINGS S.
ROOF .40 PSF,
'LUNCH
GROUND FLOOR 150 PSF_
';250
ELECTRICAL'DRAWINGS, SHOP �DRAWINGS-.AND.SPECIFICATIONS
ROOM'.'.1OOJSF
COt11PRESSOR ROOM, PcF
2. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THIE FIELD, BY THE GENERAL CONTRACTOPt
2. - THL STRUCTURE -IS,DESIGNED TO 'CARRY
THE, FOLLOWING D EAD LOADS IN'ADDITION TO
!HZ
LIVE LOADS
AND ANY DISCREPANCIES SHALL BE BROUGHTJOJHE�ATTENTI N, OF THE ARCHITECT. AND/OR EN
4 0 IG I NE E R
NOTED; WVE.-
FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART, OF THE WORK.
��QOFJN'G4:,Mw�i ON 1-5
F S
PAR71TIONS WHERE APPL CABLE
DECK 1-1/241 2
PSF
STUD & DRYWALL
20
PSF
3. SHOP DRAWINGS REVIEWED,BY THE GENERAL CONTRACTOR,_ FOR RCINFORUNG, JOIST, DECK, STRUCTURAL
/1611
I
PSF'
-SUSPENDED;
3
PSF
MEMBERS, -AN
'D STRUCTURAL.STEEL SHALL .,BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER AND'A
JO I STS 3:PSF
MISCELLANEOUS
PSF
B MA 0.1111,
STAMPED APPROVAL �RECEIVED BEFORE FABRICATION CIA PROCEED. ERECTION,SHALL E DE FR
CONCRETE 'NORMAL;WEIGHT �150�PCF
BRICK -�PER WYTHE PER FACE FOOT
35
PSF
APPROVED SHOP.'DR,AWINGS ONLY.
LIGHT WEIGHT .':110
PCF
4.
A RECORD 'ERAL
-SET OF APPROVED SHOP DRAWINGS SHOLC BE MAINTAINED IN THE FIELD BY THE GEN
3.
DURING TH E CONSTRUCT ION' PHASE OF.THIS PROJECT, THE GENERAL CONTRACTOR AND His 'TRADES SHALL
COINTRACTOR.
REVIr.
EW ALL"'LOADINGS -BRACING AND SHORING REQUIREMENTS TO ASSURE TfIAT:,OVER STRESS114G OR
DAMAGE- TO,ANY IOT
iSTRUCTURAL:ELEMENTS SHALL N OCCUR.
5.
UNLESS'OTHERWISE NOTED DETAILS SHOWN ON 1Y DPAWING A R E TO IE CONSIDERED TYPCAL FOR ALL
AN
SIMILAR CONDITIONS.
WIND: , MLA S S STATE CODE.
SEISMIC 1/3 MASS STATE CODE.'
CONCRETE
Ns
1.
TRr
ALL,CONCRETE SHALL ATTATU A -MINIMUM COM S NGTH "OF 3000 PSI AT THE END OF18 DAYS
NOTED, -ALL EXTERIOR EXPOSED CONCRETE -SHALL BE AIR ENTRAINED WITH A
A -REQUIRED COLLAI�
SHOE,,�SHEET AN-D'.9RACE EXCAV TIONS-AS TO�ASSU�E COMIPLETE,SAFETY AGAINST PSE
NGTH OF 4000 PSI.
�.'OF -EARTH AND DAMAGE TO'ADJACENT-PROPERTY INCLUD IN BUT � M 10
N TY'LINES.. 1
1 1 2. .-'THE,
USE OF JOINTS Oil THE DRAW I NGS ARE NOT MA NDATORY UNLESS so
-NOTED, BUT SUCH JOINTS MAY NOT. Br,,O1MITTED,'NOR MAY JOINTS 'BE ADDED,; EXCEPT WITH THE
MASONR Y
APPROVAL -OF THE ENGINEER.
1.
�LL' A
'ALL C1)NCRETE MASONRY UNITS SHA _H VE A MINIM -PS
U, COl`1PRESSIVE STRENGTH OF 25M 1 �AND SHALL
3.,
ALL,SLA'BS ON GROUND SHALL -BE PLACED,ON MINIMUM�V LAYER OF 95% COMPACTED 6RAVELAND PLACED
:�CONFORM T01HE NNA REQUIREMENTS B, UNLESS OTHERWISE NOTED 0 '1 T H
IN PANEL., NOT EXCEEDING,1000 f4 1 R
-SQUAREJEET UNLESS OTHERWISE.,SHOWN ON P, A -1 D CATED�O
DRAWINGS.,
DIRECTED BY THE -ENGINEER.
OUT SHLL
ALL GR -A STRENGTH 'OF 2000 -PSI AT 28 DAYS.�
4.
�ul X'I M
FOUN SPAC 1UN ON 'CtNTEr
'DATION WALL'CONSTRUCTION -JOINTS,, SHALL BE, KEYED �AND',: ED AT W-011. 1
HA-S HA L L r 'FORCED 11ASONRY.
GRAT.1,11105PAN. JOINTS LIGN WITH MASONRY CONTROL JOINT!, REIN
3.:,ALL�GPOUTI
NG PROCEDURES SHALL CON
'FORM -TO NCMA STANDARDS
5.
ALL SHORIN
*G SHALL. REPIAIN I N PLACE Y"IT I L CONCRtTE HAS. ATTA I NE D '7 OF ITS'28 D Y STRENGTH.
4.,
NRYMALL, FEINFO I
RC fiGSHALL" BE AS FOLLOWS.
A , -STAIR &1LEVATOR KOCK WALLS PROVIDE THE FOLLOWING MINIMUM�REINFORCING
IG
REINFORCITI
REQUIREMENTS. .,(C HrC R).
I
1.
ALL 'REINFORCING STEEL 'EXCEPT -AS OTHERWISE -NOTED, 'SHALL BE DE FORMED BARS -C 0 11 F 0 R,111 NG T 0 ASTMI
-4P
-WALLS, O.C.'
DES!GNATIO' A615 MiDE 60.
ALL �VERICALS: TO FOU
DOWEL--' IDATION, BEAfIS, OR SLABS"
2
S 5HALL-BE'DETAIUD I DANCE WITH ACI
ALL REIINIFORCING, INCLUDING COLUMT1 AND PIE T E ri AtCOR
'DED TO DATE.
MANUAL AS 'A M N
12" -WALtS':IN �80N�D BEANS SPACED AT
3.
ND C
'WHERE CONTINUOUS BARS ARE�.CALLED-FOR,_,I o
I ATED R REQUIRED, THEY SHALL �BE RUi
6, C 246 CON'11.
CONTINUOUSLY AROUND CORNERS, LAPPED AT WHEREVER
POSSIBLE, AND 14GOKED AT DISCONTINUOUS ENDS. LAPS:.SHALL BE -36 DIAMETERS OF THt1_.,LARGER BAR.
PROVIDE CORI' ER, BARS'FOR ALL HORIZONT AL REINFORCING.
4;':
CLEARA I'ADJACENT' CON RETE tURFACES'SH.P11L BE:
M C
..''ALL,REINFORCING
SHAL L BE' GPOUTED�SOLID -CONTINUOUSLY, IN CELLS 'OR BOND BEAMS.,
'
-WHERE Ul
A. NFORMED C IS IN'CO'lITACT.WITH'EARTH, 3
ALLKi Y_'.BEAAING -WALLS'.`SH1`1L BE.'BRACED, UNTIL THEY ARE ANCHOREQ. BY THE- STRUCTUVE.�
EXCEPT SLABS� 1
B., WHERE FORMED FACE, OF CONCRETE IS I N CONTACT-WITH,E4RTH, OR
MISCELLANEOUS
THE WEATHER, 2";
C. AT..INTERIOR EXPOSED.FACES OF, WALLS, 1
DATION WALL':�HA ft D
ALL, 0 OPEP
'F ON THE ATIONS 'OF
-D.'' IN SLABS, 3/4
ALLOWABLEt�DEVIATIOI FROM THE FIGURES A PLACIN
EF THE �MA X I MU� L
HE C 01N RACTOq SHALL-REFER'�TO:AIL�THE'.' ONTRACT�SET-TO DETtRMINE THE
N:THE -FORMS SHALL BE-1/4",'FOR CONCRETE� SHAPES 10" OR LESS 'I N
LOCATIONtOFITHE LOOSE1INTELS REQUIRED OVER MASONRY OPENINGS SEE LINTE L'CCHEDULE ON
OR WIDTH, A'
DEPTH AID 1/2"�FOR CONCRETE SHAPES MORELTHAh 10" IN DEPTH 'OR WIDTH.
DPAwm6s�,
'I GROUND SHALL BE�* REINFORCED WITH MINIMUM'6
.ALL SLABS PLACED OTI x 6" W1.4 Y, W1 4 WELDED
'0
P L
R VIDE'MINIMUM.4 3--4/2" x, 5/16" ANGLE fRAMES, AS REQUIRED,. FOR ALL. ROOF OPENINGS LARGER
N 'ON DRAW
ED 12" ON -.SIDES AND ENDS 'UNLESS OTHERWISE:SHOWt INGS.
THAN _8" SQUARE. GENERAL CONTRACTOR TO SIZE- AND. LOCATE
;IMUM'OF
1" -OF THE AREA�OR AS FOLLOWS,
�0 -R'ANDPILASTER'REINFORCING SHALL N 1,
Mltilri I PIE A MI
'FURNISH -AND PLACE 'ALL UPPORTS, TEMPORARY AND PEMA' FNT, W ET14ER SHORING, BRACING, NEEDLING'
12". SQ,= 4 16, 14" SQ - 6-#6,, 16" SO 6-f6s 18 SQ = 647, -20" SQ = 6 #8, 22" SQ
-OR SHEET STEEL PILING,NECESSARY.TO BRACE EXIST ING WALLS TO REMAIN SO THAT NO VERTICAL W
T A�
410 OR UNLESS 0
449, -24' 1 @ 12 0. C. TIES.
- THERW
HORIZONTAL MOVEMENT -5HALL, OCCUR TO WALL4� AND/OR,sLABS -ON GRDE
S
1'.
ALL STRUCTURAL STEEL SHALL :B,,, ti
IEW H FIC01ONSTOR
MD PiLL�'
'ATION A-36,'AMINDED TO DATE' UNLESS OTHERWI E- -10TE ON
RU , SERIALDESIGN
PLANS OR IN SCHEDULES.
N T
'ALL FOOTINGS -SHALL: BE CARRIED DOWN TO UNDISTURBED MATERIAL HAV114G A MUMBEARIN
A G'
2.
5 H 0 P A ND 'FIELD, COININECT IONS HALL BE BY BOLTS HIGH TENSILF BOLTSt"OR WELDIG L E S S
ALL BEAR ON COMPACTED FILL WHICH SHALL BE- PREPARED IN THE
OTHIERWISE NOTED, ALL BOLTED CONNECTIONS SHALL BE DETAILED FOR MAXIMUM -END REACTION, OF
G
SUPPORTED',ELEM E L RS TO LIE WELDED.
L
A.� REMOVE�ALL` EXISTING'FILL ORGANIC AND LOAMY MATEkIAL TO,ELEVATIONS
PEAMS BEAR ON HGLLOW COR E
O RY, PRO,VIDE,STEEL.BEARING PLATES. WHERE-B
SHOWN ONTHE SORINGS AS BEING UNSUITABLE.
B.
OF B F
FOR BEARING AND/OR ANCHORAG BOLTS, 3 LOCKS D .P
FILL� XTURE COARSE OR VIEDIUM SAND, OR
ORFILL TOP 2 COURSESIWITH. 14 1 N 1
L IIMU1' TINubuSLY.
STONE -CONTAINING NOT MORE THAN 5 PERCENT' E SSING A
IE
_O-�.200 MESH SIEVE, IN SIX-INCH ILAYERS,� EACH LAYER'�COMPACTED 'WITH AT
4.'
-QUI
PROVIDE GROUT O'F-'TF1ICKNESS AS Rr, RED P hD 1/4"THICK STEE S! UNDER ALL
LEAST FOUR (4) PASSES OF A CRAWLER'TYPE'TRACTOR, W THAN
NN BASE PLATES. ANCHOR ALL'COLUMINS TO PIER , WALLS 'GS ,WITH �3/4f'
COLU� S, OR FOOTIN
FIFTEEN �05),TONS, OPERATED AT OP SPEED.'
ISr2 REQUI RED, - INTERIOR
DIPAMETER ANCHOR BOLTS X41',-4" LONG AND HOOKED. EXTERIOR COLUMN
C,L COMPACTION r SHALL BE CARRIED,OUT�ONLY:VIHILE A COMPETENT �APPROVED
COLUIMINS -4 REQUT,RED UNLESS'OTHERWISE'NOTED.
BY THE�ARCHITECTII ISiON.THE PROJECT.
2.'.
ELEVATIONS GIVEN A OTTOM OF FOOTINGS, -ARE MINIMUM DEPTHS AND ARE'NOT TO BE
�5.
ALL STEEL JOISTS AND BRIDGING SHALL CONFORM TS, OF THE STEEL.JOIST�
INSTITUTE, FOR -THE�SERIES INDICATED. ALL HANGERS AND/OR LOADING FRO(I t1ECHAUCAL E
N ECH -GOOD BEARING.
AND PIPING SHALL BE SUPPORTED FROM TOP CHORD MEMBERS ONLY.
NO'FOOTINGS SHALL-BE� 'PLACED IN WATER OR ON FROZEN GROUND._.L I N GENERAL, ALL..EXTERIOR
CONSTROCTION SHALL BE. CARRIED DOWNA MINIMUM OF 4 FEETIBELOW'FINISHED EXTERIOR. GRADE.'
11MUM IG PLATES R
PROVIDE MIN 8" k 3/4", X:8, STEEL BEARIt UNDER ALL RE A R I N ON CONCRETE 0
MASONRY, UNLESS OTHERWISE NOTED ON DRWINGS.
'SECURITY. BARS
7.
STEEL -ANGLE LINTE BE PLUG WELDED.TOGETHER AT 12"� CENTERS
i. ALL EXTERIOR," x 8" -OR LARGER1OR LOUVERS, DUCTS,�AND FAN, OPENINGS
WHEN LINTEL ABUTS COLUMNPROVIDE CONIIECT AS REQU RED.
L fO'ENINGS'.8"r
.�ETC,', SHALL BE 'EQUIPPED 'WITH 1/2"DrAMETER SECUPITY BARS VIE ED TO STEEL FAIIE'�
OR'SET I N CONE'GLOCKS AT, A.SPACING OF 6" O.C. EACH WAY.
GING OR COLUMIN LOADS EQUAL TO WES
-SS.
T H I C KNE
a
AS -A� EEP HOI E IN S IDE
ALL HOLLOW TUBE tOLUMU WITHOUT CAP PLATES, ;SHALL,HAVE L
WALL, SET 1" ACOVE FINISHED 'FLOOR FOR I NAGE DURING CONSTRUCTION.
STEEL DECK
1
'FORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE F R TI E TYPE,'
L DECK SHALL CO, 0
.
L BE GALVANIZED, SEE SPECIFICATIONS.
0 DE MINI MUM 6, GAUGE, EDGE AN
PR VI IGLESAT SLAB PERIMETER AND AROIT' D ALL OPE?ti, I mrS.
;�7
project
no.
u r% I T %yr, SOU ' P R E M E drwg.
f3tStUS
HYANNISWASSe- date
revised
ARCHITECT
edward d. cormiar architect, inc. drwg. no.
249 _cedarr-hill st.
51
marlboro, ma. 01752
J
te 1. 617-485-4997