8205_SIX FLAGS N. ENGLAND REPLACEMENT ATTRACTIONS - MAIN ST. C) ,5 Siy
N . Ln �men �
J
� Ii rac1- � ovlS
-
Town of Agawam
+" 36 Main Street Agawam, Massachusetts 01061-1837
Tel. 41.3-786-0400 Fax 413-796-9927
MEMO
TO: Nick Urbinati,
Building Inspector
FROM: Planning Board
DATE: March 12,2002
SUBJECT: Replacement Building- Six Flags New England
The Planning Department received a plan today entitled"Plans and Elevations", prepared by
Edwards & Kelcey, dated 02-26-02, 3-11-02 - Theming Revision. This plan submission satisfies
the Board's conditional approval that was granted on March 11, 2002 for the replacement of a
landscaped area in Crack Axel Canyon with a Superheros Caricature Building.
If you have any questions,please contact this office.
DSD:pre
t
Town f
a Agawam
IMF
36 Main Street Agawam,Massachusetts 01001-1837
Tel. 41.3-786-0400 Fax 413-786-9927
March 12, 2002
Ron Sevart
General Manager t
Six Flags New England '
1623 Main Street
Agawam, MA 01001 -;;
Zz
F:3
Dear Mr. Sevart: Cn
The Agawam Planning Board discussed three(3)proposed construction projects at its meeting held
on March 11, 2002. The first project is the replacement of three(3)skill games which were to be
constructed-in conjunction with the new roller coaster approved by the Planning Board on June 25,
2001 with the"Ham on Rye"virtually reality amusement. The"Ham on Rye"amusement is shown
on a plan entitled"Custom Canopy for Ham on Rye Technologies"prepared by Sundance and dated
November 23, 2001. After review of this plan, the Planning Board does not find this to be a
significant change to the earlier approved Site Plan and will not warrant a new Site Plan.
The second project, is the proposed replacement of three (3) basketball games located near the
Superheros Food Complex with a new Superheros Caricature Building. The new building is
approximately 250 sq.ft. and is shown on a plan entitled"Superheros Caricature Building"prepared
by Edwards Kelcey and dated February 22,2002. The Planning Board voted unanimously that the
proposed change does not warrant the submission of a Site Plan.
The final proposed change is the replacement of landscaped area in Crack Axel Canyon with another
Superheros Caricature Building. The building is to be approximately 16' by 15'. No plans or
elevations were submitted. The Planning Board unanimously voted that the new structure will not
warrant the submission of a Site Plan conditional upon the receipt of elevations for the structure.
If you have any questions,please contact the Planning Office at 786-0400, extension 283.
Sincerely,
Dennis�Hopkins,Acting Chairman`
Agawam Planning Board
cc: Clerk, Building, Engineering, VHB, File -
4'-a 1/2" V)
41-0" (CUPOLA) 3'-0" i- b" O.H.(TYP) 0
cn
M
12 Q
cni
J �
{�------------- ----------- 4" O.H. (TYP)
c.�
12" Q
W
LAJ
Z
DORMER-IN5TALL _ 4" O.H. ( P)
I GE AND SALVAGED 24" X O _
24" WINDOW SASH 1 v
WATER5HIELD IN 51TE BUILT
AND METAL
FLA5HING A CUPUL.A WITH FRAME - PAINT k�
VALLEYS 51TE BUILT WOOD GLA55 12 d
MTL. GAPS 3
FLA5HI
SIGN BY OTHERS i 51GN BY OTHERS 4 X 4 EAVE BRACKET-
(TYP)VERIFY i (TYPNERIFY
� 13�_
-0" (DORMEW 8" O.H. (TYP) T'Yf'. DETAIL
LOG. IN i . IN FIELD
IX CEDAR TRIM INTERIOR
i 3/4 " �� bXb I'-3 3/4" b X b BRACKET (TYP.) WALLS
k IX4 GA51N6 ' BRACKET
k PREHUNG 5TL. 6 i �Xt9 f'05T - E ALL WALLS FINISHED IN IX
PANEL DOOR W/ STRUCTURAL bXb P05T W/ GAP CEDAR SIDING
_r.
A"M. THRESHOLD 5/4 X b - - ------
IN5TALL 12" WIDE IX4 CEDAR 4" TYP.
SEAT (BEYOND) W/ IX4 EDGING)
BAND OF ICE CORNER BD• �` IX4
AND (TYPJ
HA ky
EFFECTS PAINT 1XIO 5TK 2X4 -
TRAN5ITION(TYP) �' ROOF--�T GRADE CEDAR �\ Z
GORREGATED EXIST. MTL. SIDING WITH IX2 Q
MTL. ROOFING ROOFING BAT7EhJS(TfP IX4 =
INSTALLED OVER
15 LB. FELT.
5TAGGER 5EAM5
W
I RAIL DETAIL FRONT ELEVATION �
LEFT SIDE ELEVATION N
5GALE: 3/S" = i`-O" SCALE: 3I8 = i'-o" 5GALE: 3/8° = I'-O"
(� W
i It 12
.„
- _.. SIGN BY . . W
5URFACE MOUNTED
OTHERS-BELOW
FLOOD LIGHT. GOORD. ROOF (TYP) I .
LOCATIONS IN FIELD
d
I w
r
M
1
ROOF PLAN -
Z
5GALE: 1/2" = I'-O" IXb GEDAR FA5GIA
TRIM W/IX2 TRIM(TYP)
X 4 GEDAR
GORNERBOARDS
MTL. EDGE
12 TRIM-DOLOR TO
MATCH ROOFING
20A OUTLET FOR AIR COMPRESSOR __-----_
--------------------- - � IXb CEDAR RAKE TRIM '
2' x 2' LOUVER W/FAN i W/IX2 TRIM(TYP) t
" c i
k 5-O GOMPRE55OR BELOW (N. L)
k
ti i i k
r------- -, 5HELVING i SHELVING TO BE 3/4" 05ED WOOD BEAM
k i i -�—{ i k PLYWOOD W/ 2 X 4 (BEYOND-PAINTED)
ELECT. PANEL ^--' --" --,--------------------- ------ -- i i FRAMING d SUPPOR75 bXb
-- k BRACKET J" TI-11 PLYWOOD
k SOFFIT WITH SMALL �r
WORD. W/PARK k bXb POST -5EE o
k ELECT DEPT. k STRUCTURAL GROOVE 5PAGING o o N E
I k j IX4 CEDAR 83 o cv crl
k " I X 4 GEDAR x oo 00 0
k 3 ROWS OF 5HELVING 30" FROM FLOOR W/ k 3`-0" CORNER BD.
1$ CLEAR BETWEEN ROWS. i 5H1=LYING i ) GORNERBOARDS m I "' "'
E � "' "_' m
1 i IXIO 5TK
RAVE GEDAR rL
51B TTE 1TH IX2 N5(1YP) IXIo 5TK �
in� GRADE GEDAR
51PING WITH IX2
BATTENS(TYP)
A102
PROVIDE CONNECTIONS FOR PARK I I I EXHAUST FAN
COMMUNICATIONS E CASHIERS - = i J
— W/I X 4 TRIM
4 �- -------___-- -_--------1 L------ ----------------------�--
� WORD. W/ PARK QUADPLEX PEDISTAL '"""""""""""
MOUNT RECEPTACLE mYP. �' I&HT SIDE ELEVATION REAR ELEVATION
5GALE 51b 1'-0
AIOI
k i IX GEDAR
00 `L °o°o VERT. 501%
I'-b"
1'-b" 1'-h" I i 5/8" AG 5ANDED I
PLYWOOD -
STAINED/ POLY
QUADPLEX PED15TAL i 3/4" ROUND Z
MOUNT REGEPTAGLE (TT YP, i I X 4 TRIM TRIM O
i OF 2) i <
k k
W
J
e 45 DEGREES i IX GEDAR /12-
VERB'. 51DING Z
2 X 4 ® I b" O.G. 4X4 BRACKET Q
k
I X WOOD TRIM i " z
i k � 1/2 MDO Z
i k — 2X4 ® 16" O.G. H/
1/2" COX PLYWOOD I a
� BOTH SIDES � ENDS ��CHAMFER �O�T DATE: 02-26-02
I X 4 TRI DRAWN BY: MWN
I I771
L-------------- ------- --- --- ---------- k r ' CHKD. BY: K5M
- __--_ - ------ ------------------------------------- - -----------_--_� SIDE ELEVATION FRONT ELEVATIO - �
`v
r JOB NO.: 02040035
2 DWG. NO..
FLOOR PLAN � (PRESS TREATED)
�� � II A102 AT GONG. FLOOR
SCALE: 1/2 = I -O � 5ENCH SECTION Ar BRACKET DETAIL
�4101 5GALE. 1 1/2" 1'-0" 5GALE: 1 1/2" = 1'-0"
a op
{
f
a
f
-0-.lo-ALIC ;A tu 06X-111M CA --ge'a
;31VDS '3RVXnU —'ON eOr :Ae kmvbcj OLTV
%met -u
SA j No VWP '�C SM 3AIISO Noshomij s is m v a m n 9
:3fM LOVOMd
4'De
--- —
VN
14A
loop
V"
e:5
A
V"
t! P
k-
.0-.K
.0,01
*
----------------
-------- ------
-,----------------------
------------------
L
L
Vu
r—T
------------ ........... . .. ---- ---- ---- ----------
-Lima
A
Az,
T.6
` � O
i 4'0" Al.l
�—
`� I/c"A? 1/e" I _-
- —
I
�
1/4
I "
I/4"
I I �
nf 51m
_— -------- f0 V1KFIE0
rI I I _—_—`------___— _—..--_.-__.-
4 M AI�,1�1 I 1
flow
la
- ----- - -_
q
-A
h ...-w TYP. SLEEVE A T TAGNMEN T I
3 1/z"xl ve`
r: SGAI.r= Kf.5. W510E 51.ft
40
f#�t! BOLf 51LE i i i '° f�E
901.E5 f0ofvow
f0 OfV�lA1rD l/4 I I
G
---�.._ ------ - --- -----------�, 1
f f11
�N51f� 7EGGYF I E � � M
I F I
t
I
f � I
XffCM Of OfAM r; o TYP. 54.E�VE ATTAGNMEN`f °"�tiltalrn
mfcw OUf 50 ftf _—__ ' � Z SGAI,1 Kf.5 ioaioo
RANI Gm N � (1�1� - --- - -- ----�
IN51�E SII; (fYP 1
6"
c TYP. 5LEEVE P\TT�\CW' NT 510E VIEW .,
SGAI 1Yf.5. a Of I
bb1LOcW4 N+r► CIM 949 CIA ) " J s•a>>swia• s$aiIVI p11s •lr1ask• a „� r`
SCR J�� Conte 11A C'CN`1 7V� �y �{ x
ri'
.� 3Alaa Nasrma a r.L9 F� \
9)� N4 WldN J0 Vqo SM
A=romd
- --- --------------------------._ --
M
o6
06
i
1
� z
NN r N NNNNN
rl Nf �- O
X
Ill .ill �kll �.kll �.t ii . It .ail €ll � .kll� .kll - � ll �.kll Mill �111 It `~f'
O
------------------------.------------------------ -------------------------------------------------------- , L-,bt --------------- �s--------------------------------------------------------- .-------------------- O
Q
z x a � •�
o
0
�L
_z_
r
� r
. --
QD
MA me
' VIC
o6
, d'1
o �
o � C3 z
`ri O
Oki
NN
.gb . ll ��lE _ tl .kit � .ku I .bil �ll li 1_Vll 1 .bll � .bil IL � �
o
OM NO f1YH I Vb1 QJILVJ O —9dS UDt) :XYJ ■a:slaarir slaqap ;4 • •ta1s&s
.ems .3R"31M DM 90P =JIB MMV�lD L££�^a►e-Ooggg�_ �{ S g r
Af '�i0190�1OP11•l)31 sDmfce14 crag ot� ��L 1 �7 k[ !fi g
NO V4VP 10J AOONV J 10J S �J 3 ao NDTr=3d Sig pp
�O 14 1C1
�3iPlN 423P0kid
— - - —
i/ a
✓'ll
Me
t1 Ir
ilk a' I�rr 4
r
--------
�-———————————————\------ —
,
ed �
� z
_ -. . b
i t 3
I d
i
as � - - h
--
Me
OA
3gymm As OLILP-989 Uotl Im sollux2mAtse stalelp Wall asuguaLs
m_L ►*om mor L wmvw Isti—ove
x
Sao NOSn!M3U 219 o m v a m n a
5A)J NO VWO '�� AeGNV�) *VU;91)
3rm m3r owd
V%
--------- - ---------
t
J-10
----------------------
Irl
----------- ----------- ------------ ------------ ------------ ------------- ---------- ----------
Ul
KX<
er X,
c
c
0
TQ I anummilml
c
x/, \
Lb
Ib
C3
C:3
o� pp
:fig %3Pq"3'ILd 'ON B[?!` -AB NM'1►tIC �` LL Q f8 -XY! •r i■i s■s#s a=a t J ■• •!■ ■ ■
5]010OICW)0.,L gone
O a NO WAN 10J AJDN Y ) VgO-3PqVN 1M31'OZkd �� 8
z
---------- -------
52
cl
V '
X
- Z a
J �
I O
i
I I �
I i
I �
1 ,
VI
ws
h = �
h �
Qw
cn
Z �
C�
cn
J C"
Z
W ¢
W
Z
cl
�F LJ E E3 L
1:1 ik Fl S 1��l 1 1 4 (3 ID EE 1:1 1 IE F3 C) FE s
C/-)
Of
CL
—
(�
0111
rq E %,w EE rq
0
w
EL
a
U
N
W
O
W
U]
I--
a
0
z
i
L A N ED
R Ml R ARKS , INC . AGAWAM , MASSACHUS TTS
C3
r
Q O N n
N 0
CV
X N I n Q OD CO I O
p s fl Lf] U
OD E �l
DRAWING INDEX 0 � � 3
BUILDING CODE SUMMARY LOCUS PLAN 0
x52.7 7. UQ
APPLICABLE CODES: 4 52.7 'X u x 0,t ® x 9 DWG. # DESCRIPTION
MASSACHUSETTS STATE BUILDING CODE 6TH ED., 780 CMR Sx 4
DWN• x ,� 0
ARCHITECTURAL ACCESS BOARD, LATEST EDITION., 521 CMR ® ® ' 0% x57.4 x53.9 G101 TITLE SHEET
7,
57.3
OCCUPANCY AND CONSTRUCTION TYPES: 6x6 0]f "5 X2,z 5 A101 PLANS AND ELEVATIONS
} x5 ce i
A. OCCUPANCY: RETAIL STORE t 54.J _ SUPERMAN ROLLERCOASTER Al02 SECTIONS AND DETAILS
,
BUILDING CONSTRUCTION TYPE: 513 (UNPROTECTED) � 5�5 "' CB RIDE ENTRANCE
FIRE PROTECTION: NONE \ p �'x s6,7x 6 0 o O CBS S101 STRUCTURAL PLANS, SECTIONS,
0 °-x -� 0 AND DETAILS
B. HEIGHT AND AREA LIMITATION: o p � Oq"24
WH6
USE GROUP: M (MERCANTILE) x 4.6 ° SUPERHEREOS FOOD
HEIGHT: 1 STORY — 20` MAX. HEIGHT
AREA: 4800 SF. 52.7 5 o 74� FOOD COMPLEX
�
52.
C. ACTUAL BUILDING AREA: 260 SF x
0
.- �s NEW SUPERHEREOS w
D. ACTUAL BUILDING HEIGHT: 11 —0 TO TOP OF ROOF
x52. 3 5 . 57DMH9 0 CARICATURES BUILDING =
E. LENGTH OF TRAVEL 200' MAX. ,ALLOWED I
14 MAXIMUM ACTUAL 5X3❑y �7.4x O `'.:=
W �
F. OCCUPANCY LOAD: 9 PERSONS @ 30 SF EA. Q 52.tx I !
ce(f 1y 7 "is) x 8 53.400 x57.0 DATE: 2-22-42
>-}r
G. EGRESS (IN INCHES) x / J "a
DM
DRAWN BY: KSM
MIN. REQUIRED ACTUAL f x57. . t�;�.,':� :: x � � �
pia Sx • w� �6 CHKD. BY: KSM
�� �� �, xst.7 � JOB NO.: 02004035
TOTAL 36 60 "
DWG. NO.:
\ �7 � x53.2 0 \ r„�
METAL SCUPPER BOX AND DOWNSPOUT - MATCH --- _.
EXISTING ON RESTAURANT (TYP. OF TWO)
r r I I
0
I
I
I ,
Fl �
CORE DILL E)OST. CONC. WALL AND LINE HOLE
W/MR. FULLY ADHERE MEMBRANE FLASHING TO - -
INNER FLANGE OF MTL (TYP. OF TWO)
Ile PLF PITOi RIGID INSUL ROOF
CRICKETS (TYP.)
.060' EPDM ROOFING -- FULLY MUM OVER I/ .
FIBERBOARD PROTECTION BOARD.
La
7A
1
1 I,
} ROOF OVERHANG
4
7
J
I
I I I
ROOF PLAN FRONT ELEVATION - -
SCALE: 1/2" = 1'-Cr SCALE: 3/8" = 1'-0"
Ck
Qo
� Z
II I
I
I I ,
r I
I I
STORAGE E)OSTING WALL � E)GST 25-7 1/2"
BASKETBALL HOOP ASSEMBLY ALL
3 -O"' SHAVES '
0 MISC. WALL ATTACHMENTS. REMOVE EIFS
FINISH DOWN TO CONC. (PT.)
ELECT. PANEL
o �
O N N O
nr O NN U
CL
Ir r 0 El n p N N
X m N I O
p - U
/ Q
6'-4" 6'-4" 6'-4" 3'-3 3/4"
FA- BENCH (20' HEIGHT) BENCH (20' HEIGHT) ;r,
E)ISTING WALL- REYDVE EIFS FISH AND
j . .-I-
INSTALL NEW Ilt MOO (PT.) ' 2'-6-
ARTIST AREA ARTIST AREA
Q I
i
I
I
WROUGHT IRON ORNAMENTAL FENCE �..J WROUGHT IRON ORNAMENTAL FENCE L--1
r �
Z
I I ?
7"-4 3/4" 5`-0,. _ 7 -4 3/4" 20'-0" 2� 10 " ( P.) 3 ,> (TYP.) J
Z
Q
ROOF OVERHANG I '�`'- Z
\ ATE: 02-22-02
RAWN BY: MWN
HKD. BY: KSM
JOB NO.: 02040035
WG. NO.:
FLOOR PLAN
SCALE: 1/2' = V-0"
cn
Qw
cn
Z
D1 Q
Q
S 10
J Q�
H1 HURF40ANE ANCHOR 3-181) 0
O 3r O.C. BY SWSON EX Z <
DBL 2x10 LEDGER. S"FRONG-TE ORS 3- 6D EA.RAFTER ui
DBL, 2x10 LEDGER FACE OF 12" FACE OF 12" $�, 1/4"/FONT
W
NAIL PLWD TO LEDGER CONC. WALL. CONIC. WALL.
NAIL LEDGER TO EACH W/8D Q 4' O.C. 96 Z cn
STUD W/3-16D COMMON. �
NAIL PLWD TO LEDGER FA E 0 2x8 STUD FACE OF 2x8 STUD 3-PLY LVL NAIL. W/
W/8D 0 4" O.C. WA L 5 FATHING. W LL SHEATHING. SAW-CUT SLAB AS REQ'D 4 OF ISO O 1r U
FOR FOOTING. PROVIDE O.C. SOL cif
of 5/8" APA PLYWOOD NEW SLAB TO MATCH EXISTING. 1rx 1/4"x 1'-W I I
x -H SEE SECT. 1 FOR «*
o SHEATHING W/ PLY- N - >- 0 ALTERNATE FOUNDATION- 8015. �
� CLIPS BTWN RAFTERS. �i `'- I `` r
3/ HN.TIf HR HY 150 5 3/8"x 1/rx '-ar �
ma i� �, � � EXIST. CONCRETE ►� �� � w
> > SLAB TO REMAIN. TS 3 1/2x 3 1/2x 5/1 5 INJECTION ADHIESM ANCHOR I
2 x 8 @ 16" O.C_ COLUMN. O 1 g"O.C. STAGGERED. EMBED
ul 0-
6 3/4 FOLLAIW MFWS SPECS.
4-2x8 COL. UNDER TS 3 1/2x 3 1/2x 5/15
LVL BM, WELL SPIRED. CO LIMN. po ( 3'-0"x3'-0"x 12"DP
3 PLY 1 3/4% 14" LVL _ FOOTING W/4 #5 E.W. I =
BOTTOM. BOT.OF FTC
0 9 1/2"x3/4"x0'-9 1/2" 4'-0" MIN. BELOW
2x8 TRIMMER COT_ - BASE PLATE W/4-3/4" A. FINISHED GRADE. ENLIST Ir CONM WALLL1OLTO. PRIOR ODE 11141, •
W.P. IS CORNER LEVELLING PLAT ON 3/4" 12%12" CONC. PIER
. I f
OF WALL AT RETURN NON-SHRINK GROUT. BOT. W/4-�5 VERT.& #3
1 OF B.P. 7" BELOW FINISHED
S 10 C.L. COL. & FTC. GRADE. DIOWELL V RT INTO
20'-0" FOOTING_ TOP OF I I
20'-0" PIER TO BE 8" BELOW
FINISHED GRADE. II
1 PROITECI STEEL BELOW GRADE I ENCASE COL do 84.5E
FRAMING WITH NOt�S Pam' PLAN IN CONC WM
ROOF PLAN SCALE:1/4' =1'--Y' S 10
FOUNDATION PLAN SCALE: 1/4" =1'
Z
DESIGN SOIL BEARING PRESSURE= 2,000 psf
o m
I La
Z �
ALTERNATE: CA
24" DUL CONCRETE V)
PIER RE'. W/4-p
VW. #3 'TIES • 1r
TYPICAL SECTION ALT, FOUNDATION
1
S10 W
0
Z
°
STRLTC7'-r L N( >TES
i GENERAL:
2.9 CURING: HORIZONTAL SURFACES SHALL BE BE KEPT CONTINUOUSLY MOIST OVER ENTIRE SURFACE FOR SEVEN DAYS WHEN WATER CURING IS
1.1 STRUCTURAL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER, AND IN ACCORDANCE WITH THE COMMONWEALTH OF MASSACHUSETTS STATE USED. VERTICAL SURFACES SHALL RECEIVE 2 COATS ONE AT TIME OF STRIPPING AND ANOTHER 3 DAY LATER) OF AN APPROVED NON-TOXIC LIQUID ,
BUILDING CODE, 780 CMR, SIXTH EDITION INCLUDING LATEST ADDENDA. AND CONTRACT DOCUMENTS. IN CASE OF A CONFLICT THE MOST STRINGENT CURING COMPOUND.
REQUIREMENTS SHALL GOVERN. 3 _REINFORCING STEEL:
1.2 USE THESE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL & MECHANICAL DRAWINGS. SHOULD A CONFLICT DEVELOP, NOTIFY 3.1 REINFORCING STEEL SHALL BE NEW BILLET STEEL, ASTM A615, Fy-60 KSI, EXCEPT TIES AND STIRRUPS SHALL BE Fy-40 KSI. SUBMIT SHOP
THE ENGINEER BEFORE PROCEEDING. DRAWINGS FOR REVIEW OF ENGINEER. ,
1.3 ALL DIMENSIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION BY THE AID OF ARCHITECTURAL, MECHANICAL DRAWINGS, 3.2 THE MINIMUM CLEAR DISTANCE FROM REINF STEEL TO ADJACENT SURFACE SHALL BE: Zr FROM BOT. OF FOOTINGS AND GRADE BEAMS; 1-1/2" (2"
SEE SECTION 1 FOR I FIELD CHECKS, AND SUBCONTRACTORS SHOP DRAWINGS. FOR #6 OR LARGER) FROM FACE OF WALLS AND GRADE BEAMS EXPOSED TO EARTH OR WEATHER, 3/4" FROM INSIDE FACE; AND r FOR SLAB ON
ADDITIONAL NOTES I I 1.4 DEPRESS SLABS FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS. GRADE
NOT SHOWN. 3.3 LAP ALL BARS 30 DIAMETERS MINIMUM UNLESS OTHERISE INDICATED ON THE DRAWINGS. TOP BARS TO BE LAPPED AT MIDSPAN, AND BOTTOM BARS
1.5 SEE ARCH. AND MECH. DRAWINGS FOR SIZE AND LOCATION OF OPENINGS NOT SHOWN ON STRUCT. DRAWINGS. AT SUPPORTS.
0 0 n E
1.6 CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES FROM ALL DAMAGE. 3.4 REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING CONCRETE PLACEMENT OPERATIONS USING APPROVED TIES, N N
CL
CHAIRS, AND SPACERS AS REQUIRED. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER. USE PLASTIC
I I 1.7 CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION. TIPPED ACCESSORIES IN CONCRETE EXPOSED TO WEATHER. WATER, OR VIEW. m Q U M
00
1.8 BUILDING IS DESIGNED FOR THE FOLLOWING LOADS: 3.5 WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED OR OTHERWISE REQUIRED THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS, DOWELED N
1.8.1 BUILDING IS DESIGNED TO SUPPORT ITS OWN DEAD LOAD PLUS LIVE LOADS AS FOLLOWS: INTO INTERSECTION WALLS AND LAPPED AT NECESSARY SPLICES WITH SPLICES STAGGERED WHEREVER POSSIBLE. a 3
DETAIL ROOF: s"ow 3& PSF
DRIFT PER CODE-PSF 4. STRUCTURAL STEEL:
D1 1.8.2 WIND LOADS: ZONE 1 , EXPOSURE B, REFERENCED PRESSURE-12 PSF. USE 20 PSF MINIMUM, ------ ----- --- ----
S 10 1.8.3 SEISMIC LOADS HAVE BEEN DESIGNED FOR THE CMR 780 S-1.2; Cs=.146 ; THEREFORE. V-.146 x W. 4.1 STRUCTURAL STEEL SHALL BE ASTM A572, GRADE 50 ENHANCED, TUBE COLUMNS SHALL BE ASTM A500, GRADE B, Fj-46 KSI. UNLESS OTHERWISE
1.9 THE CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER; THUS, PROVIDING ANY INFORMATION NOTED, ALL BOLTING SHALL BE 3/r DIA. A325 SUP CRITICAL HIGH STRENGTH BOLTS. SHOP CONNECTIONS SHALL BE PREQUALIFIED WELDS USING
REQUIRED OF THE FABRICATOR SUCH AS FIELD DIMENSIONS, ELEVATIONS. ETC. OTHERWISE THE SHOP DRAWINGS WILL BE REJECTED UNTIL THE E-70 ELECTRODES BY AWS CERTIFIED WELDERS, OR BOLTED. FIELD CONNECTIONS SHALL BE BOLTED, U.O.N. ALL STRUCTURAL STEEL WORK SHALL BE
CONTRACTOR FURNISHES SUCH INFORMATION. IN STRICT ACCORDANCE WITH THE A.I.S.0 "MANUAL OF STEEL CONSTRUCTION" LATEST EDITION. ALL STEEL SHALL RECEIVE ONE COAT OF RUST INHIBITIVE
PRIMER. SUBMIT SHOP DRAWINGS FOR REVIEW OF ENGINEER.
1.10 ALL FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SOIL HAVING A MINIMUM BEARING CAPACITY OF 2.000 PSF, OR ON CONTROLLED ENGINEERED
FILL, OR ON SOUND LEVEL ROCK. IT IS ASSUMED THAT THIS WILL BE ATTAINED AT A MINIMUM DEPTH AT THE ELEVATION NOTED ON PLAN, EXECEPT IF IT IS 4.2 ALL WELDING WHETHER FIELD OR SHOP SHALL BE PREQUAUFIED WELDS WITH E-70 ELECTRODES BY AWS PREVIOUSLY CERTIFIED WELDERS. SUBMIT
DETERMINED BY THE ENGINEER TO BE NECESSARY TO LOWER THE FOOTINGS. NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS ENCOUNTERED. WELDING CERTIFICATES FOR WELDERS WORKING ON THIS PROJECT.
1.11 THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AT COMPLETION OF WORK AND AT TIMES AS DIRECTED BY THE OWNER. LEGALLY
DISPOSE OF EXCESS MATERIAL OFF SITE. 5 WOOD:
2 CONCRETE: 5.1 MATERIALS AND WORKMANSHIP FOR WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION STANDARDS.
5.2 NAILING SHALL COMPLY WITH "HHFA TECHNIQUES OF HOUSE NAILING" AND MASSACHUSETTS BUILDING CODE OR BETTER. N
2.1 ALL CONCRETE AND REINFORCING WORK SHAD_ BE IN STRICT ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 5.3 NAILERS ON STEEL BEAMS AND GIRDERS SHALL BE 2x6 WITH 1/2"4 BOLTS AT 2'-0" O.C. (STAGGERED) UNLESS OTHERWISE NOTED. O
(ACI 318-95)". CONCRETE SHALL BE AIR-ENTRAINED WITH AIR CONTENT AS RECOMMENDED BY ACI 613. CONCRETE SHALL HAVE A MINIMUM 5.4 BEARING SHALL BE A MINIMUM OF C. U
COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. SUBMIT CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 318 FOR REVIEW OF ENGINEER. THE 5.5 STRUCTURAL WOOD SHALL BE #2 HEM FIR, #1 OR #2 S-P-F OR BETTER. ALL STUDS SUPPORTING THE STRUCTURE SHALL BE SAME AS W
TESTING LABORATORY SHALL TAKE 4 TEST CYLINDERS OF CONCRETE FOR EACH 50 CUBIC YARDS OF CONCRETE OR FOR EACH DAYS POUR IF LESS STRUCTURAL WOOD. STUD GRADE WILL NOT BE PERMITTED. co
THAN 50 C.Y. TESTING WILL BE AT OWNER'S EXPENSE. 5.6 FLOOR AND ROOF JOIST SHALL BE BRIDGED WITH 1 x3 CROSS BRIDGING OR SOLID 2x BLOCKING SPACED NOT OVER 8 FEET ON CENTER. N
7 UNTELS SHALL BEAR ON 2 JACK STUDS EACH SIDE OF OPENING UNLESS OTHERWISE NOTED.
2.2 USE A MID RANGE SUPERPLASTICIZER ADDITIVE FOR SLAB ON GRADE CONCRETE. PROVIDE THE STANDARD MIX, EXCEPT THE SLUMP BEFORE ADDING 5. g
THE SUPERPLASTICIZER SHALL BE 2" +OR- Ile. 5.8 PROVIDE HORIZONTAL BLOCKING AT MID-HEIGHT OF ALL BEARING PARTITIONS AND WALLS, OR W-O" O.C.. WHICHEVER IS LESS.
5.9 JOIST HANGERS, WHERE USED, SHALL BE A MINIMUM OF 18 GAUGE GALVANIZED STEEL SHAPES SIZED AND ATTACHED BY THE GENERAL
2.3 CONCRETE SLAB WORK SHALL BE PERFORMED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI CO FRAMIN AS PER G MEMBERS MANUFACTURER
NOTE ESPECIFICATIONS.
CATCH®, CUT OR ALTERED IN THE FIELER FOR D WITHOUT THE APPROVAL
SPECIFIC APPROVAL OF THE ENGINEER AND WITHOUT Q �
302.1 R-80). CONCRETE SHALL NOT BE PLACED ON A SATURATED BASE. FINISH TO BE HARD STEEL TROWELED (THREE TROWUNGS, MINIMUM). THE
THE INSTALLATION OF SUFFICIENT REINFORCING.
FLOOR FINISH AND LEVELNESS SHALL BE FF>25.__FL>20. WHERE "C.J." IS INDICATED ON THE PLAN IT SHALL BE A SAW-CUT CONTROL JOINT 1 1/4" 5.11 WOOD TRUSSES SHALL BE DESIGNED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH THE LATEST NFPA, TPI AND WOOD TRUSS COUNCIL OF
DEEP MADE AS SOON AS SLAB CAN BE CUT WITHOUT UNRAVELING THE AGGREGATE, BUT IN NO CASE LATER THAN 24 HOURS AFTER FINISHING. APPLY A AMERICA SPECIFICATIONS. w
LIQUID MEMBRANE CURING, SEALING. AND HARDENING COMPOUND (CONFORMING TO "SPECIFICATIONS FOR LIQUID MEMBRANE - FORMING COMPOUNDS
FOR CURING CONCRETE, ASTM 309-74) IMMEDIATELY AFTER FINISHING. r
Z
2.4 CONCRETE SHALL BE PROTECTED FROM FREEZING. CONTRACTOR SHALL FOLLOW THE RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING Q
ACI 306, LATEST EDITION . ,�
( ) DATE: 02-22-02
7-5 ALL CONCRETE SHALL BE PLACED IN THE DRY - PUMP AS NECESSARY. , DRAWN eY: Poc -
2.6 CONCRETE SHALL BE SO PROPORTIONED SO AS TO HAVE A MAXIMUM SLUMP OF 4r. EXCEPT CONCRETE SPECIFIED TO HAVE A SUPERPLASTICIZER ; JOB NO.Y 020040035
SHALL HAVE A SLUMP OF 2" +OR- 1/4". DWG. NO.:
2.7 CONCRETE FLOOR SLABS AND SLABS ON GRADE SHALL HAVE A SUPERPLASTICIZER ADMIXTURE. PROVIDE THE STANDARD STRENGTH MIX SPECIFIED,
BUT REDUCE THE WATER CONTENT.
2.8 THE CONCRETE CONTRACTOR SHALL INSTALL (OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL) ALL ANCHOR BOLTS, ANCHORS. PLATES,
HAILERS, SLOTS. CHASES, PIPE SLEEVES. DUCT OPENINGS, ETC.. AS REQUIRED BY OTHER TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS s 101
BEFORE SETTING SCREEDS AND FORMS. FORM RELEASE OIL SHALL BE AN APPOVED NON-TOXIC LIQUID.