STORAGE & MILLSHOP BUILD PLANauuivwsarroewosmjwel
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IR
(REN WYL)
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TER ¢D3T
(WES MAIL)
FODED RIXl ELECTRIC
PAPER PAPER DRttA
Taeus
DISPENSER MOUNTING HEIGHTS
ALL DRPEN5ERS SHALL BE MOUNTED
SO THAT CONTROLS ARE Y-6" ABOVE
FINISH FLOOR
w•
0 we T, Mason
via
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KIMMur wwv2
was un�
ros a aMwewM:n,o
wm,lww
raow''i
weans rat
wor
w!fre
ACCESSIBLE
TOILET ROOM REQUIREMENTS
— H-----------
NOT To SMLE
----------------------.
t } le % 14' OYETMEAD. DOM } j
STORAGE]I
. BLOCONCREIEWASONRY
i 1/2• DrP. W. BON
6' FIBERGLASS MSUL
Ir % 9' 0 HE4D
pppq
3/OXa
10-6'
CONCRETE FILLEDI
B 5fF1GE
SIFII PAN STAN
IB RISERS 1 Y
I6 TRENDS 011—
p-O.
TOP OF NEW FLOOR SLAB
3 3/r s
$was a/p
=-_
EL 100'-0" (ASSUMED)
61TH 1/2• TP.
M. ^ o
BOTH SIDE$
$
] NR
AEID 'A' LABEL DOM. PROMISE ADD
_
-
HARDWARE HPWAFE
4'-6' I5-6•�
BUILDING "A"
a
m'—G• I Is—o'
SINCE THE AREA WHERE THE. BUILDING IS TO BE CONSTRUCTED DOES
NOT HAVE SUFFICIENT WATER SUPPLY TO INS•ALL AWAIER
SUILDIN S SYSTEM 3 THE GRATED, WILL BE BF BLOCVIDED INTO TWO
_ BUILDINGS BY. A 3 HOUR RATED, 12 S TO
IO BLOCK TA WAIT
CREATING BUNDINGS 'A' AND 'B' S0 AS t0 20MPLY WITH SECTION
10OZ.9: Use Groups M, s-1 and F-1: In'ST buildings, or
Lrw� Portions thereof of Use Groups. M. 5-1 and F-17
I- When mom than 12,000 square feet in area; er
2 Men more than Arrive square feet N. total area qn
all floors;
3 Whenore thanmice stories In he'9hE
REQE V (\IG BOTH BUILDINGS A AND B 3WU- CONTAIN TWO USE GROUPS
F-1 AND 5 1
4'%F GLAZED
WALLS
m WTx
o
SILL AT 2'-r
REMMISIG
P
ABOW: FLOOR
OFFICE
3/D%a
3
%6/6
STORAGE
RT
In
l0'-r
--- .—.—. ---
-
.—._.—.— —.—._ .—.—.—._.-4--—._._._._.—.—.__
_ .
— . — . _ . _
. — _ . — . _ 4
PRONOE CEGS0.7
STEEL CAAoR1 FRAME
Z
MOD STAIR ENCASED IN 5/6'
RRECODE GYP BOARD.
AT ROLLING DOOR
OPENING - PAL MG
19 RIERS 1 7-
IB TREADS 011'
11 5 I/P X 10'-9-
J
HANDRNL BON SIDES
11'-5 1 4•
MO
LL]
12 PONCgE1E MASMIRY
BLGX (3 HOUR RRE 11110)
i0 UNOEA9DE OF ROCP DELI(
5/D%6/5 3 NN
AA 'A' V,BEL {•
DQ^R, fRANE AND
HarowR
10' %9'RDJUNG
3 HR. RATED FEE
DOOR MOUNTED
BETWEEN JAMBS AND
__
02
1
II
It
II
Fl II
11
(��J�
III/I Lii
IJ7
1.
1
URGED LINTEL _
II `1 II.
q "SING TD
J BE REMWED
m
BUILDING "B'
12" GGNc°ETE MAswl"Y MLLSHOP
BLOM C HWR FIRE RATING)
TO NAERSDE OF ROOF DEG I TOP OF .EXISTING
FLOOR SLAB
EL 100'-0"
1 (ASSUMEU)
STEEL COLUMNS TO BE
ENCASED M moll'
ErR broEGYP. B0.-
MST
REUA
s/r
I�S
I
F_I
II
a
3/0 X 6%0 1 RATED • EL
6 DOOR, PRAMS A�xD
HARDWARE
NOTE: ALL MOD STUD PARIDTIGN:
TO BE COVEAEG WTH 5/e•
FIREGODE Gffi an.
IC 10 ^�
I -COWISER 1T11 rx^�
IRI Ore. SD.�
TOEXIS FENIMORE
REMoym
GROUND FLOOR PLAN
yr a ,'-D• --
0
BUILDING 'A" IS TO BE CONSTRUCTED ENTIRELY WITH MONCOMMUSIM
MATERIALS AND WILL. FALL IN CONSTRUCTION AASSIFICAIION 2C
NONCOMBUSTBi.f-UNPROTECTED
BUILDING "8" Is TO BE CONSTRUCTED OF WOOD FRAMING COVERED
WITH 5/8" "FIRECODE' GYPSUM BOARD AND M1 FALL M
CONSTRUCTION CLASSIFICATIOM 5A.- GgABUSReLE-PROTECTH3
FROM TABLE 501 - HEIGHT AND AREA LIMITATIONS
USE GROUP F-1 - CONSTRUCTION CLASSIFCAPON. SA LIMITED TO 2
STORIES - 30 FEET - 10,200 SO. FT, PER FLOOR
CONSTRUCTION CLASSIFICATION.2C UNITED TO 2. STORIES -30 FEET
9.600 SO. FT. PER FLOOR
USE GROUP 5-1 - CONSTRUCTION CLASSIECARONS 5A LIMITED TO 2.`
STORIES - 30 FEET. 8.925. SO. FT. PER FLOOR
CONSTUCTON CLASSIFICATION 20 UMITED-TO 4 STORIES - 5O FEET,.
13.125 SO. FT. PER FLOOR
ARTICLE 3131 Noreeparoted User. The provi fare Of the code
applying to each use stall apply to suM part of the
building as comewithin that use group The required
Building type f C0113ALelon stall be determined a OOmfing
to the use of the building which has Are most rerAc'taw
height and area limitatioh> The most restrictive
applicable Emissions of Article 10 andli apply 40 the
nonseparated uses. A Tre separation assemble Is not
required between uses. however. fire sepomthO assemblies
stall be provided M required by other seCUM&-of Am coda
Tenant septum Ions shot be provided as required In Tattle
401. (Budding is occupied by only one tenant)
THE MOST RESTRICTVE HEIGHT AND AREA LIMITATIONS FOR
BUILDING "A" IS .USE GROUP S-I (2 STORIES - 3O FEET-
8,925 SQ. FT. PER FLOOR)
BUILDING "A" IS 2 STORIES; LESS THAN 30 FEET IN TOTAL HEIGHT
AND CONTAINS 3,240 AS. FT. PER FLOOR.
THE MOST RESTRICTIVE HEIGHT AND AREA RREOUIREMENTS
FOR BUILDING "B• IS USE GROUP S-1 (2 STORIES - 30'
8,400 SO. FT. PER FLOOR)
SECTION 502.2 -Street Frontage Increase: When a Putting or
structure has more than 25 percent at the abiding' perimeter
nothing on a street.or other unoccupied spat?, the area
IhinutdUcros, specified Or Table 501 .stall be Intricate 2.
Percent for each one percent Of such Emeoir fronteq¢..
BUILDING "B' HAS A TOTAL PERIMETER OF ARE FEET - OF TIE
595 FOOT TOTAL PERIMETER, AN FEET COMPLIES WTI{ THE
REWIREMENTS OF SECTION 502.2
505/595 = 055 26M = 5" X 2 = 1202
120% OF 8,400 a 10,0RD + 8.40Ow 18,400 SQ.
FT. ALLOWABLE AREA PER FLOOR FOR BUDDING V
ACTUAL GROUND FLOOR AREA - 11,850 .'n,Q FT: -
.ACTUAL MEZZANNRE AREA = 3,200 SO. FT•
NOTE STAIRS SHALL HAVE MANDAMUS ON BON SIDES MOUNTED
AT A HEIGHT OF 36 AOOVE INTERSECTION OE TREAD AND BUSER
AT TOP OF STAIR, HANDRAIL SHALL EXTEND A MINIMUM OF 12`
BEYOND TOP RISER AND PARALLEL WITH FLOOR
AT BOTTOM OF STAIR, HANDRAIL SHALL EXTEND A MINIMUM OF 12'
PLUS THE WIDTH OF SHE TREAD BEYOND BOTTOM RISER- THE
HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE: EQUAL TO
ONE TREAD WIDTH FROM BOTTOM RISER AMID REMAINDER OF THE
EXTENSION SHALL BE HORIZONTAL,
NOTE DRAWINGS PREPARED BY THIS OFFICE AE FDAPLgN
LAYOUT ONLY - ALL 'STRUCTURAL DESIGN WORK IS THE
RESPONSIMU'Pf OF OTTERS
6-r
ENLARGED TOILET ROOM PLAN
1/4' 1'-0"
STORAGE & MILLSHOP €3UILDtNG
pip ARut DARTMOUTH BUILDING SUPPLY
On,
-
t 958 REED ROAD NORTH DARTMOUTI, MA
No M,
SCALE 1�. v-a' DALE 6/1]/97 FRO1 d 8724
i
LABONTE ASSOCIATES ARCHITECTS
49 gUbUUROAG ROAD gig, q T.
rD
GROUND LEVEL PLAN A 1
CO -K2 0XW2 0 KIN F---\
2 CONT u5
HAUNCH SECT/ONE
12" CMU
MN -DAL FILE
FRAME
0
STING PTIID 12" CMU
LL TO t=FMAIN
CHIT
3/8"
STIFFENER
G.C- FIELD -
VERIFY
LENGTH OF
OVERHANG
AT EACH
END COLUMP[[[I
tt5 BARS @ 36" CC
GROUT CELLS SOLID
EPDXY DOWEL INTO
EXISTING FOUNDATION
-EPDXY 45 BARS
AS SHOWN @ 24" OC
EXISTING 01,
=OUNDATION WALL
2-CONTINUOU5
tt5 BARS
1OL41V !4 @ FR4AME -- / '� SECT. C� EX/ST. GY4LL s
xcviron /z=/=a"
I �
20'_Oc 21�_O�i C)
L�3'
I I
I I r- -1
--
3/b" T
j PLATE
5"x8"x3/8"
CAP PLATE
WELD TO BEAM
AND COLUMN
WISx55
TS4x4xE/16
COLUMN
41x4'x16" FOOTING
REINFORCE THE SAME
AS VxS FOOTING
(TYPICAL P ALL SQUARE FOOTIN )
CAP PLATE
-3/41"0 A32EX BOLTS
J
5'x5416" FOOTING--/
W/45 BARS @ 10" OCF_W
4-3/4"+ ANCHOR
COAT COLUMN
BELOW SLAB
A/2-00ATS OF
RTUMASTIC
x8 xICA' BASE PLATE
x6'xl/4" LEVELING PLATE
4" GROUT
L _ _ MEZZANINE BEAM ELE *iU/ON /
—'_—t �____� _ s �I
° III OFR04' OF BEARING
Y
N/3TOAxBz1/2 I II STAGGER JOISTS IF
x V-4" BASE xPLATE RTN 15K5 BAR JOUSTS I"EOFSSARY PROVIDE
HELLD ON EACH
° FoonNG % -J h TU
I {/// Ir I BY OTHERS 2'-6" O.G. SIDE OF JOIST SEAT
ELIMINATE HA UAL REFER TO ARCHITECTURAL
DWllN INGS FOR DOOR OPENING
I_OCATIONE- SEE DETAIL 3/M-2
�-��- w14x34- -� - as --C-�--w14xS4 -r Z--W14x34 `- CONTRACTOR L_ FABRICATE
--C-�- -- - --- �= rOBOY
EBroa n°E OF CONNECTED `
L t-� 0 2- C C -4^ FOOTING f`
I 2G �Cf 2 6 O.C. SHALLNDETERMINE THE DEPTH DOOR
3 ^ TOP R BOTTOM
2Ax2ALI M-p B L06 C40RD BRIDGING- THE BOX BEAn IN THE FIELD-
FOOLING CFI If DE K INSTALL IN ACCORDANCE _ ___ T 4 5
W/n5s O w/'.; WI 14 It
WITH f JUFACTURERE M-2 M-I
O O 10,rOCEN (D D PTA A SPECIFICATIONS N&x55
b ox 5-4 -C TLNG
T -xSxv4 _ __ sin. �_�
�FCOTIING A BA F COLE f: I1 L TOOTH WALL INTO L J m
-'ion PERPENDICULAR WALL L J
T- T 1 FL
T , o COT J" 1/4
�� 1 w1e<EE 1-.lax» wlaxsE S' x I x 1 a" v ° cowMN
w1a s
rl J I I I I I Q Foon NG m'
L -L L -J L m� 13
I I 5 5 11
20 O 2° 9 / --_�_ - ILL °--- 3
ISEL
O rG. VERIFY VJ FIELD '_�--J -- —�— —f-C NOI-Z— �ATUOMAOTCON 4
LVOAT
EXL=NL BEAM PAST s Olsrs- A90 E 1N/2 COATS OF
N COLUMN 2-6'_ _ OC 2 L-_J L--J 'x5'x 16" FOOTING
/ WAUB'S P 10"OCEW
M-2 @INTERIOR COLUMNS
x41x16" FOOTING
1 WI4x34 F— l-Ilex3=—1 W14x34 F---1 WI4x34 �( r v v O ANCHOR @ END COLUMNS
-- --- _ - Ox O' BOLTS
i TS4x4x6/162
W/ax5x112 �9
EXTEND 6EAfF PAST 2. .25'x l' --x t_ - a BASE PLATE -
G.G. VERIFY IN FIELD ROOFING /u TFNDFD FND 2xGx16
PF RI2 RECTANGULPR
nx LENc rH 3-G•--sEE DETAIL 7T"�"'�'
FOOTING 4/Y-1^-J
2°'-°^ _ 20'-O^ 20-0^ 5FE RETAIL 1'HT 7 _
° Q COLUMN ZZZ 4T/ON ,
.Wfzllo/YG //z'=r-a a-/
.I
° N PRE-ENGINEERED TRUSSES ARE
TO BE TOP CHORD BEAIPING AT
F- -1 F- -L INTERIOR BEAMS AND BOTTOM
CHORD BEARING AT EXTERIOR WALLS
PLAN V/EGy
RECTANGULAR
- RECTANGULAR SIM.
FD_TIHG
- r`6TAl I/M-2
Any rep?odacebia, Possession, or t00
0f thin
Aeawing or any Port thereof without Me wrlHen
Permbdon of S.A.B. Engineering, gV Yohill
Avenue, Swansea, Weeechneetb, Is prohibited.
Violebc WILL be Prosecuted to the full ertent
of the
certification I
m
drawn py SAB
checkeF b➢
rued On A ADDED REVISIONS 06/12/9'
® NL 0 H o
ENGINEERING
47 MOHILL AVENUE
SWANSEA, MASSACHUSETTES 02477
508 67'-3895
project
DARTMOUTH
BUILDING
SUPPLY
INC.
958 REED ROAD
NORTH DARTMOUTH 1'
MASSACHUSETTS
drawing wtatna
ISSUED FOR
CONSTRUCTION
leaned of
JUNE 4e 1997
wheat co.Aente
MEZZANINE
FRAMING & DETAILS III
job no. 1099
drawing 10 tp/p1 /gpr
wheel I YIIL of AAA2
3_rc6 9Avz tt4 B/+P5
EOA4ID E
r/,cc -_
b._Q.
FS P1G h = a 2'
REC.r4NGULAR FOOT/NG /77
L `J
(LOCK TO UNDF_�
I I_L BE
FL LE
FIT I III ND
FT TEPI
tt5 BARS @ . O.G-
GROUT CELL PCLID
AT OTHFOR
BRIDGING TO
/A CLIP ANGLE
NED TO FILLED
n/Zi'm
ROI T
BoHIP BEA1-1_ L/2 A5C
IIO'-u'
FO MEYZAI INE FI' O
PROVIDE LADDER 51 Y1_E
GAL?/IDIIZED HORIZON"FAL
JOILIT F EINFOPanC FT
16" O.G_
tt5 B-\FS ^ 3G-" "
RRO"-F CELI G ��-.-
AT FEIHF r ING
/R ISO C- ASL iMFI` I
1TIN000S u5
CMU NAL! SECT_ O
HEAVY GAGE
POUR STOP
ALONG ENTIRE
SLAB PERIMETER
WELD TO BAR JOISTS
EXTENDED END
xX' p.OHS
sre io part thereof without the w
this
'4g or written
!nyr muyy p
drat. ou of SA.B.Stechuerio{. 4'l prohibited.
Anettore5willsbe prosecutedeto the fulll extent
ViolIs law. <x
Viol',
of L
ee nrcauan
Conn by SAE
_ Decked by
NTV
N
S N
11.62S"t`! vised on
N N
S -
ILn El J. _REVISIONS ADDED 06-l2-9T
s
r
P��zARS 2-#5 BARSLPLY
-II'-5.25" OPENING
LINTELNING AND q'"PENING
LINTELS Li IIO'-w
CELLS ON EAGH SIDE OF OPENING SHALL BE GROUTED SOLID_ H IBx3xl/4 5UPORTCTIATED ANGLE ANCHOR WITH
LINTELS SHALL HAVE A MINMUM OF 6" OF BEARING AT EACH END.. 3/8" EXPANSION ANCHORS
AT IB" OCUN7fLSECTIONS �� /( SUPPORT AT O.H.O.��p//�i , ,/z' =/'-0" -� S 0 L �1. O B OO
ENGINEERING
44 MOHILL AVENUE
SWANSEA, MASSACHUSEETES 02494
508 672-3875
NOTES
project
B
I. FACE—SHE—L HEAD AND BED JOINTS ARE TO E FULLY LlOt2TARED. _ DARTMOUTH
2. MORTAR SHALL BE TYPE IISII COMPRESSIVE STRENGTH OF 211 CUBES BUILDING
C 25 DAIS MIN_ 1,600 psi. SUPPLY
N
3, YIN, 25 PAY COMPRESSIVE STREGIGTOF GROUT 31000psi INC.
4. TEINFORCNG Py = 60,000 psi
5_ STEEL BEAI"IS — A36 STEEL, TUBE COLUMNS ASTI'1 A500 Cr.B, Fy = 4Gk5i
6_ GONCRF7= SLABS 28 DAY COMPRESSIVE STRENGTH 4,000Nsi MIN. 95$ REED ROAD
7. 'NCNOR BOLTS — 3/4116 A325 Mud. EMBFIANENT 6" NORTH DARTMOUTH
MASSACHUSETTS
8_ MELD DE:K TO JOISTS W/5/3'I PUDDLE LdELDS USING E70XX ELECTRODES (PATTERN 3G/4)- dra.iregetatpe
q. DIMEN51CId5 GOVERN OVER SCALE ANY DISCREP ENCIES SHALL BE BROUGHT TO TILEISSUED FOR
ATTENTION CONSTRUCTION
OF THE 7ESIGN EIdGIiIEER AND RESOLVED PRIOR TO CONSTRUCTION. CONSTRUCTION
JUNE 4, 1997
sheet contents
DETAILS
job no. 100 p
drawingtltlA n . 1\/ll s
F.d
sheet 2 of 2