8205_SIX FLAGS N. ENGLAND REPLACEMENT ATTRACTIONS - MAIN ST. C) ,5 Siy
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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
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Town f
a Agawam
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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 -;;
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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 -
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BUILDING CODE SUMMARY LOCUS PLANvp
DRAWING INDEX
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APPLICABLE CODES: 4 52.; 'x u x 0.t ® x 9 DWG. # DESCRIPTION
MASSACHUSETTS STATE BUILDING CODE 6TH ED., 780 CMR Sx 4
CUM x,� ® 0
ARCHITECTURAL ACCESS BOARD, LATEST EDITION., 521 CMR D"„ ®'O Oct x57.4 x53.9 G101 TITLE SHEET
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°--� � � x B. HEIGHT AND AREA LIMITATION: 0 0 p � OMH 21, AND DETAILS
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USE GROUP: M (MERCANTILE) x 4,6 ° .4 SUPERHEREOS FOOD
HEIGHT: 1 STORY — 20` MAX. HEIGHT
AREA: 4800 SF. � 52.7 5 o 74 � FOOD COMPLEX
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C. ACTUAL BUILDING AREA: 260 SF x
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D. ACTUAL BUILDING HEIGHT: 11 —0 TO TOP OF ROOF
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F. OCCUPANCY LOAD: 9 PERSONS @ 30 SF EA. Q 52.tx �I T !
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DATE: 2-22-02
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DWG. NO.:
FLOOR PLAN
SCALE: 1 /2' = V-0"
DBL, 2x10 LEDGER FACE OF 12"
NAIL PLWD TO LEDGER CONC. WALL.
NAIL LEDGER TO EACH W/8D Q 4" O.C.
STUD W/3-16D COMMON.
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1 GENERAL:
Ff CE OF 2x8 STUD
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FOR FOOTING. PROVIDE
NEW SLAB TO MATCH EXISTING.
EXIST. CONCRETE
SLAB TO REMAIN.
9 1 /2"x3/4"xO'-9 1 /2"
BASE PLATE W/4--3/4" A.
DOLT. FIRIOVODE 9119"
LEVELLING PLAT ON 3/4"
W.P. IS CORNER NON -SHRINK GROUT. BOT,
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GRADE.
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SCALE: 1/47=1'---0"
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TYPICAL SECTION
1/2' = I, -a"
S TRLTGTZTRAL NC>TES
1.1 STRUCTURAL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER, AND IN ACCORDANCE WITH THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, 780 CMR, SIXTH EDITION INCLUDING LATEST ADDENDA. AND CONTRACT DOCUMENTS. IN CASE OF A CONFLICT THE MOST STRINGENT
REQUIREMENTS SHALL GOVERN.
1.2 USE THESE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL & MECHANICAL DRAWINGS. SHOULD A CONFUCT DEVELOP, NOTIFY
THE ENGINEER BEFORE PROCEEDING.
1.3 ALL DIMENSIONS SHOWN MUST BE VERIFIED BY THE CONTRACTOR DURING CONSTRUCTION BY THE AID OF ARCHITECTURAL, MECHANICAL DRAWINGS,
FIELD CHECKS, AND SUBCONTRACTORS SHOP DRAWINGS.
1.4 DEPRESS SLABS FOR FLOOR FINISHES PER ARCHITECTURAL DRAWINGS.
1.5 SEE ARCH. AND MECH. DRAWINGS FOR SIZE AND LOCATION OF OPENINGS NOT SHOWN ON STRUCT. DRAWINGS.
1.6 CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES FROM ALL DAMAGE.
1.7 CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND NON-STRUCTURAL ITEMS DURING CONSTRUCTION.
1.8 BUILDING IS DESIGNED FOR THE FOLLOWING LOADS:
1.8.1 BUILDING IS DESIGNED TO SUPPORT ITS OWN DEAD LOAD PLUS LIVE LOADS AS FOLLOWS:
ROOF: SNOW _35 __,,,^PSF
DRIFT PER CODE-PSF
1.8.2 WIND LOADS: ZONE 1 , EXPOSURE B, REFERENCED PRESSURE-12 PSF. USE 20 PSF MINIMUM.
1.8.3 SEISMIC LOADS HAVE BEEN DESIGNED FOR THE CMR 780 S-1.2; Cs=.146 ; THEREFORE. V-.146 x W.
1.9 THE CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMISSION TO THE ENGINEER; THUS, PROVIDING ANY INFORMATION
REQUIRED OF THE FABRICATOR SUCH AS FIELD DIMENSIONS, ELEVATIONS. ETC. OTHERWISE THE SHOP DRAWINGS WILL BE REJECTED UNTIL THE
CONTRACTOR FURNISHES SUCH INFORMATION.
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
DETERMINED BY THE ENGINEER TO BE NECESSARY TO LOWER THE FOOTINGS. NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS ENCOUNTERED.
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.
2 CONCRETE:
2.1 ALL CONCRETE AND REINFORCING WORK SHALL BE IN STRICT ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318-95)". CONCRETE SHALL BE AIR -ENTRAINED WITH AIR CONTENT AS RECOMMENDED BY ACI 613. CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4.000 PSI AT 28 DAYS. SUBMIT CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 318 FOR REVIEW OF ENGINEER. THE
TESTING LABORATORY SHALL TAKE 4 TEST CYLINDERS OF CONCRETE FOR EACH 50 CUBIC YARDS OF CONCRETE OR FOR EACH DAYS POUR IF LESS
THAN 50 C.Y. TESTING WILL BE AT OWNER'S EXPENSE.
2.2 USE A MID RANGE SUPERPLASTICIZER ADDITIVE FOR SLAB ON GRADE CONCRETE. PROVIDE THE STANDARD MIX, EXCEPT THE SLUMP BEFORE ADDING
THE SUPERPLASTICIZER SHALL BE r +OR- Ile.
2.3 CONCRETE SLAB WORK SHALL BE PERFORMED IN ACCORDANCE WITH "RECOMMENDED PRACTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI
302.1 R-80). CONCRETE SHALL NOT BE PLACED ON A SATURATED BASE. FINISH TO BE HARD STEEL TROWELED (THREE TROWUNGS, MINIMUM). THE
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"
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
LIQUID MEMBRANE CURING, SEALING. AND HARDENING COMPOUND (CONFORMING TO "SPECIFICATIONS FOR LIQUID MEMBRANE - FORMING COMPOUNDS
FOR CURING CONCRETE, ASTM 309-74) IMMEDIATELY AFTER FINISHING.
2.4 CONCRETE SHALL BE PROTECTED FROM FREEZING. CONTRACTOR SHALL FOLLOW THE "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING
(ACI 306, LATEST MMON).
2.5 ALL CONCRETE SHALL BE PLACED IN THE DRY - PUMP AS NECESSARY.
2.6 CONCRETE SHALL BE SO PROPORTIONED SO AS TO HAVE A MAXIMUM SLUMP OF C. EXCEPT CONCRETE SPECIFIED TO HAVE A SUPERPLASTICIZER
SHALL HAVE A SLUMP OF 2" +OR- 1 /4".
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,
NAIL.ERS, SLOTS. CHASES, PIPE SLEEVES. DUCT OPENINGS, ETC.. AS REQUIRED BY OTHER TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
BEFORE SETTING SCREEDS AND FORMS. FORM RELEASE OIL SHALL BE AN APPOVED NON -TOXIC LIQUID.
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2.9 CURING: HORIZONTAL SURFACES SHALL BE BE KEPT CONTINUOUSLY MOIST OVER ENTIRE SURFACE FOR SEVEN DAYS WHEN WATER CURING IS
USED. VERTICAL SURFACES SHALL RECEIVE 2 COATS ONE AT TIME OF STRIPPING AND ANOTHER 3 DAY LATER) OF AN APPROVED NON -TOXIC LIQUID
CURING COMPOUND.
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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
DRAWINGS FOR REVIEW OF ENGINEER.
3.2 THE MINIMUM CLEAR DISTANCE FROM REINF STEEL TO ADJACENT SURFACE SHALL BE: Zr FROM BOT. OF FOOTINGS AND GRADE BEAMS; 1-1 /r (r
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
GRADE.
3.3 LAP ALL BARS 30 DIAMETERS MINIMUM UNLESS OTHERISE INDICATED ON THE DRAWINGS. TOP BARS TO BE LAPPED AT MIDSPAN, AND BOTTOM BARS
AT SUPPORTS.
3.4 REINFORCEMENT SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING CONCRETE PLACEMENT OPERATIONS USING APPROVED TIES.
CHAIRS, AND SPACERS AS REQUIRED. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD WITHOUT THE APPROVAL OF THE ENGINEER, USE PLASTIC
TIPPED ACCESSORIES IN CONCRETE EXPOSED TO WEATHER. WATER, OR VIEW.
3.5 WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED OR OTHERWISE REQUIRED THEY SHALL BE RUN CONTINUOUSLY AROUND CORNERS, DOWELED
INTO INTERSECTION WALLS AND LAPPED AT NECESSARY SPLICES WITH SPLICES STAGGERED WHEREVER POSSIBLE.
4 _ STRUCTURAL STEEL:
4.1 STRUCTURAL STEEL SHALL BE ASTM A572, GRADE 50 ENHANCED, TUBE COLUMNS SHALL BE ASTM A500, GRADE B, Fy-46 KSI. UNLESS OTHERWISE
NOTED, ALL BOLTING SHALL BE 3/r DIA. A325 SUP CRRICAL HIGH STRENGTH BOLTS. SHOP CONNECTIONS SHALL BE PREQUALIFIED WELDS USING
E-70 ELECTRODES BY AWS CERTIFIED WELDERS, OR BOLTED. FIELD CONNECTIONS SHALL BE BOLTED, U.O.N. ALL STRUCTURAL STEEL WORK SHALL BE
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.
4.2 ALL WELDING WHETHER FIELD OR SHOP SHALL BE PREQUAUFIED WELDS WITH E-70 ELECTRODES BY AWS PREVIOUSLY CERTIFIED WELDERS. SUBMIT
WELDING CERTIFICATES FOR WELDERS WORKING ON THIS PROJECT.
5 WOOD:
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.
5.3 NAILERS ON STEEL BEAMS AND GIRDERS SHALL BE 2x6 WITH 1 /2"0 BOLTS AT 2'-0" O.C. (STAGGERED) UNLESS OTHERWISE NOTED.
5.4 BEARING SHALL BE A MINIMUM OF C.
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
STRUCTURAL WOOD. STUD GRADE WILL NOT BE PERMITTED.
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.
5.7 UNTELS SHALL BEAR ON 2 JACK STUDS EACH SIDE OF OPENING UNLESS OTHERWISE NOTED.
5.8 PROVIDE HORIZONTAL BLOCKING AT MID -HEIGHT OF ALL BEARING PARTITIONS AND WALLS, OR 5'-0" 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
CONTRACTOR AS PER MANUFACTURER SPECIFICATIONS. SUBMIT SAMPLE TO ENGINEER FOR APPROVAL
5.10 FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER AND WITHOUT
THE INSTALLATION OF SUFFICIENT REINFORCING.
5.11 WOOD TRUSSES SHALL BE DESIGNED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH THE LATEST NFPA, TPI AND WOOD TRUSS COUNCIL OF
AMERICA SPECIFICATIONS.
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DATE:
02-22-02
DRAWN BY:
POC
CHKD. BY:
-
JOB NO.:
020040035
DWG. NO.:
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