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...................11'_0•._.___._____. f.----....- --------- 9'-0"-_._.,., ,,,,. ^..i
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EXIST.FENCE EXIST.RETAINING " ,,-EXIST.RETAINING EXIST.fENCE EXIST.RETAINING EXIST.RETAINING
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SCALE:3/8"=V=V- SCALE:3/8"-V-0"
TOP., ..... ..............
ELEVATION NOTE ELEVATION NOTE:
OF SONOIUBE ELEVATION MEASURED(3X%X)FROM NOMINAL REFER TO SECTIONS A AND B FOR FRAMING MEMBER ELEVATIONS.
REFERENCE GRADE ELEVATION 410'-0" '""""""'"""""""
PAINT NOTE
PI RC(AA FWINIU M HE NUNTED
PER V'IRFAI ESP.*'E STANOWRO
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SIX FLAGS - GREAT ESCAPE
0 e L
8 ISSUED FORPERMrrm ... 'mo „.. TICKET BOOTH- REAR PERGOLA STRUCTURE
- 1 AS-BUILT �1
No.61241
A ISSUED FOR FINAL REVIEW D ;��,a... FOUNDATION AND FRAMING PLANS
pQ �� ENGINEER.TC IS A OLA80TMNEOFRSECCDO.......�,..,�.........R6 r_....... ,,,,, .__ ...........
EQ'J No. Revlslons
. 4 N OF A U11f1115E0 PROFESSIONAL Drown. Ch u d Sc _ pate.
N 7209 OF THE NEW YORK STATE.. .""...""."".".
"""P' fi d p'�Z,,^ EDUCATINI LAW,FOR ANY PERSON TO ALTER THIS DDCUMENT IN ANY HAANEN ENGINEERING, LLP
nM WAY. IF ALTERED,THE ALIE79NG ENGINEER SHML AFFl%7HBR SEAL 254 Boy Road (518)793-7444 Phone
"°^•^""�"'"'"r WITH THE NOTATION'ALTERED BY'FOLLOWED BY THEIR SIGNATURE, Queensbury, NY 12804 (518)793-7061 Fox 84017—SO 1
'"'"w ALTERATION DATE AND DESCRIPTION OF ALTERAT('AI. j
_—............................................... _............ ... ..... 21'-6.OUT TO OUT .............._...... ..............._.....__ ......... ___.........,-..�...�-..90"
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( 502 S03
EXIST.FIRE EXIT 2
I �� SPIRAL STAIRS -........ ........4'-8 1/2•� 2z8 P.T.5YP�2 EXIST.t9 BRICK&' ,..... d w�
fffp WOOD STUD WALL
2z8 P T SYP,�2-°-,
PURLINS AT B•O.C. °"_ V PURLINS AT 6 D.C.
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j EXIST.FENCE- 6x6 P.T.SYP;�2 POST (2)2z10 SPF�2 T-0•
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6x6 P.T.SYP 2�'...._,. ) r -- T/NEW 7'-0' LINE (TYP-) HEADER ) '
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A SECTION """}SECTION
w5015o2 SCALE:1/2"=1'-O• �1'
1So2F SCALE:�/2:=1'-O•
--a --3 1/2'
_.,.I—3/4 (5)No.6 VERTICAL .. 2'-0°DIA.SONOTUBE;
• 6x6 P.T.SYP;(2 POST GAP REBARS C T/SONOTUBE EL(-41
� S02 502 SIMPSON MPB66Z GI BASE 6z6 P.T.SYP 2 POST STUD No.3 TIES 6x6 P.T.5YP EXNsT.2x4 POST
OR EQUIVALENT(INSTALL PER kk' wWAUl f
MANUFACTURER'S INSTRUCTION) I - GRILL AND GROIR 6 No.4x1'-4•LG ^""
" O � EXIST.t1-8 FOOTING
REBARS INTO EXIST.FOUNDATION (FIELD VERIFY)
,_ # ..• EXIST.BRICK VENEER WALL W/MIN.4"EMBEDMENT
ES SIMPSON MPB66Z GALV.POST BASE - -"'
__ ...... GRADE EL
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REM --.--...
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2'-0.OIA.SONDTUBE d '
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REBARS INTO EXIST.FOUNDATION
WALL W/MI.4•EMBEDMENT
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_........... .(FIELD VERIFY)
,,�,� •_. ...,..._..No.3 TIES
a SIX FLAGS - GREAT ESCAPE
IT
c SECTION �� P7o.61241 �h� n'"�-ISSUEDFOR FINAL REVIEW �o��f TICKET BOOTH-REAR PERGOLA STRUCTURE
FOUNDATION AND FRAMING SECTIONS&DETAILS
n� No...._.... Revisions. Date .........
TYP.SONOTUBE DETAIL Sp' w r v h UNLESS ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL Drown Checked: T5 I Date:
SCALE:1•=1'-0" SD2 SCALE 1•=1'-0' rr E�, � �N'„,1,rv� ENGINEER,IT IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE .............�._........m...,.... _,..,L�...,,,.�.IT�ITmmmm�.�.. ,�.,.,..._.
i^ "' EDUCAnOH LAW,FOR ANY PERSON TO ALTER THIS DOCUMENT N ANY HAANEN ENGINEERING, UP
,,. WAY. IF ALTERED,THE ALTERING ENGINEER SHALL AFFIX THOR SEAL 254 Bay Road (518)793-7444 Phone
WITH THE NOTATION*ALTERED BY'FOLLOWED BY THOR SIGNATURE, Queensbur, NY 12804 84017-502
ALTERATION DATE AND DESCRIPTION OF ALTERATIii:1N. Y (518)793-7061 Fox
1.
f. D .........E........y
S03 S03 503 S03!
�I) NOT SHOWN ,.„...., -- ,,.,.,,., CL OF WINDOW OPENING
RICK VENEER OF WINDOW OPENING ..+°EXIST.B �
FOR CLARITY
_r. : m,,......_..__..,,, _ ._.,,. ,�:::,EXIST.2x4 STUD WALL ......... ....n ,.n,., ,_. ,...a„._._.a __ :_ .....EXIST.2z4 STUD
EXIST.BRICK VENEER "-....... ° .. .,.,,., EXIST.BRICK VENEER n , n nP a " •:a a q v vry .,„ .y:,,..n .g.m,W ,y .. . ......n -y.. F ,°........, ap b,..y....h 4 4 b
(FIELD VERIFY)
i WALL'1 ,.---2x4 TOP PLATE
a,s�'.2z4 KING STUD(TYP)
200
OR EQUIVALENT HEADER ° 2 2z10 SPF 2 HEADER RUSS N�TACH
(EXTEND TO UNDERSIDE
IT
-- ------------ - ---- - -- ..._ .. O
O
Bd
OR EQUIVALENT
TOE NAILS) w
STEEL LINTEL ^''" p „
GAIN. _........,_._..._,.____ .:_.. .,...-. .... T11
t.WINDOW OPENING 2x4 f�.0.iF:�
0 ....... ......................_....._..._:..: :....._:. ..:.....",,.... ........., JOINT ..................................... 2x4 JACK STUD(TYP.)
TO MATCH 9'A.MO ° .'"�
4
MATCH EXIST.MORTAR
W.
r f
L6"z$STEELL LINTEL. `"...2x4 PLATE FOR °
° / ddd WINDOW ATTACHMENT
(6"BEARING EACH SIDE) _, ,_.w: w w..._.,„._._.r__w,.�,,_a,. „__W..._W..__""_ y-•,._.,,__ry„_n,..._w_-"r.-^a'_-W'--ro- w-W ,_''n,...,n...._b-ro......, .a,....wy........y .W, .y,. q....._W,.._°a-,,�_.q,_ __._,,-.y. _..
t, CONTRACTOR TO CHIP i `^ i
�+ D(IST.MORTAR JOINT
TO INSERT NEW
ANGLE LINTEL ......... .......__ 3'-6" ......... .................................. ,....... -3'-6-® ........ .....
, V
`III i
T-0"CLR.OPENING.. ........... ..... _ .....------------ ---'i 8" ^- 2 .DETAIL ..........7-0"CLR.OPENING -------- .... ":: ..............,.,�.. �'
6"
BEARING -_ BEARING -02
SS0/SCALE:1 1/2'=1'-O'
o SECTION E SECTION
503503 SCALE:1 1/2"=1'-0" NUTE: 503503y SCALE:1 1 2"=1'-0" a'
°. ..........�_ 1)CONTRACTOR TO TEMPORARY SUPPORT EXISTING FRAMING AS � f
REQ'D BEFORE REMOVAL OF EXISTING STUD WALL&BRICK VENEER <Y
NOTE:
INTERIOR SHEATHING NOT
SHOWN FOR CLARITY
EARTHWORK NOTES: CONCRETE NOTES: STEEL NOTES:
1. PROTECT CONCRETE BASEMENT SLAB,CONCRETE PIER FOUNDATIONS,AND OTHER 1. IN GENERAL,ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARDS, 1. ALL STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC STANDARD SPECIFICATIONS FOR
FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT,LATERAL MOVEMENT, SPECIFICATIONS,AND RECOMMENDATIONS. DESIGN,FABRICATION,AND ERECTION.
UNDERMINING,WASHOUT,OR OTHER HAZARDS CREATED BY EARTHWORK
OPERATIONS. 2. FORMWORK:ACI 347. 2. STRUCTURAL STEEL PLATES,ANGLES,AND CHANNELS: ASTM A-36.
2. CONTRACTOR WILL PROVIDE,OPERATE,AND MAINTAIN ALL REQUIRED DEVICES TO 3. POR LAND CEMENT:AS1M C150,TYPE I OR 11. 3. HIGH STRENGTH STEEL BOLTS:ASTM A-325.
;a--#I Ox3 1/2'LG.EXTERIOR PREVENT SUBSURFACE OR GROUNDWATER FROM ENTERING EXCAVATION AND
WOOD SCREWS FLOODING PROJECT SITE AND SURROUNDING AREA WATER SHALL NOT BE 4. AGGREGATES:ASTM C-33, 4. STRUCTURAL STEEL TO BE GALVANIZED AS PER THE FOLLOWING:
DISCHARGED DIRECTLY INTO ANY STORM DRAIN WITHOUT FIRST REMOVING
2xB P.T.SYP}2 SUSPENDED SOLIDS USING FILTERS,FILTER CLOTHS,OR HAY BALES. 5, REINFORCING: ASTM A615 DEFORMED BARS,GRADE 60. • SURFACE PREPARATION:THE MATERIAL SHOULD BE CAUSTIC CLEANED,IF REQUIRED,
2z8 P.T.SYP 2 PURLINS AT 6"O.C. 3. COMPLY WITH LOCAL CODES,ORDINANCES,AND REQUIREMENTS OF AUTHORITIES 6. AIR ENTRAINING ADMIXTURE:ASTM C260. ALL CONCRETE TO BE AIR ENTRAINED 4% AND PICKLED TO SSPC SPB(OR ALTERNATIVELY SOLUTION BLAST CLEANED TO SSPC SPS WHITE
METAL)AND FLUXED IN AN AQUEOUS SOLUTION OF ZINC AMMONIUM.
_ _ 1
r PURLINS AT 6"O.C. I HAVING JURISDICTION TO MAINTAIN A STABLE EXCAVATION. TO 6%.
U
• GALVANIZE STEEL MEMBERS,FABRICATIONS,AND ASSEMBLIES AFTER FABRICATION BY
4. PLACE BACKFlLL AND FILL MATERIALS IN LAYERS NOT MORE THAN 4 INCHES IN 7. WATER REDUCING ADMIXTURES:ASTM C494. THE HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123.
B. WATER:POTABLE.LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. • GALVANIZE BOLTS,NUTS,AND WASHERS AND IRON AND STEEL HARDWARE COMPONENTS
UAt; 5. PUCE EWCKFlLL AND FILL MATERIALS EVENLY ON ALL SIDES OF STRUCTURE TO IN ACCORDANCE WITH ASTM A15J.
} +;" REQUIRED ELEVATIONS. PUCE BACKFlLL AND FILL MATERIAL UNIFORMLY ALONG 9. CONCRETE TO BE MOIST CURED FOR NOT LESS THAN 7 DAYS UDUZING A WETTED
(2)202 PT SYP�2 ' (2)2z12 PT SYP�2 ," THE FULL LENGTH OF THE STRUCTURE BURLAP. • HANDLE ALL ARTICLES TO BE GALVANIZED IN SUCH MANNER AS TO AVOID ANY
4 5 8 DNA.HEX DOLTS "------e ----------.... -----°4• ^� ---w BEAM M MECHANICAL DAMAGE AND TO MINIMIZE DISTOR'110N.
�.:. W/NUT AND WASHERS fi. COMPACT SOIL TO NOT LESS THAN 95%OF MAXIMUM DRY DENSITY ACCORDING 10. NORMAL WEIGHT CONCRETE IT HAVE A MINIMUM 28 DAY COM A ESSVE RATIO TH
"• 10x3 1 2 LG.EXTERIOR TO ASTM D- 1557. OF 4000 PSI AT 28 DAYS WITH A MAXIMUM WATER/CEMENT MATERIALS RATIO OF • BOLTED CONNECTIONS SHALL BE DISASSEMBLED PRIOR TO GALVANIZING.
t f
# /" 7. COMPACTED ENGINEERED STRUCTURAL FILL SHALL CONSIST OF SCREENED, • ALL DRIPS,SPATTERS,RUNS,OVERBUILD,AND SHARP AREAS TO BE HAND-FILED
WOOD SCREWS(TYP.) CRUSHED GRAVEL OR CRUSHED LEDGE ROCK CONFORMING TO THE FOLLOWING 11. MAXIMUM CONCRETE SLUMP TO BE 4". SMOOTH.
-. (2)202 P.T.SYP82 I ..:(4)5/8"D0.HEX BOLTS GRADATION.
BEAM
° ° 12. READY-MIX CONCRETE: ASTM C-94. • COATING WEIGHT:CONFORM TO PARAGRAPH 5.1 OF ASTM A123 OR TABLE 1 OF ASTM
W/NUT AND WASHERS 1DO%PASSING 3"SIEVE A153,AS APPROPRIATE
80-95%PASSING 1"SIEVE 13. HOT WEATHER CONCRETE:ACI 305.
""° • 45-75%PASSING 1/2"SIEVE • SURFACE FINISH:THE FINAL COATING SURFACE SHALL BE CONTINUOUS, REASONABLY
6z8 P.T.SYP#2 POST 6x6 P.T.SYPe2 POST • 30-60%PASSING f4 SIEVE 14. COLD WEATHER CONCRETE:ACI 306. SMOOTH,MONOCHROMATIC IN COLOR AND AS EVENLY DISTRIBUTED AS POSSIBLE AS
10AREAS,• 0%PASSING�40 SIEVE PERMITTED BY THE SIZE AND SHAPE OF THE OBJECT BEING GALVANIZED.THE
• 10-4 PASSING 200 SIEVE 15. CONTRACTOR TO EMPLOY A TESTING AGENCY TO PERFORM CONCRETE TESTS AND GALVANIZED PRODUCT SHALL BE FREE FROM UNCOATED ARE ,BLISTERS AND OTHER
0-7% TO SUBMIT TEST RESULTS AS FOLLOWS: SURFACE APPEARANCE/ADHESION DEFECTS.
TYP.BEAM TO POST CONNECTION DETAIL • COMPRESSIVE STRENGTH TESTS:ASTM C39. • ADHESION:THE FINAL COATING SHALL WITHSTAND NORMAL HANDLE OF THE OBJECT
SCALE:1"=1'-0'
WITHOUT DAMAGE THE SURFACE FINISH INCLUDING PEEUNG OR FLAKING.
• ONE SET(4 CYLINDERS)AT A MINIMUM FOR EACH DAYS POUR UP TO 25 CY
PLUS ONE SET FOR EACH ADDITIONAL 50 CY PLACED IN ANY ONE DAY. • REPAIRS TO CORRECT BARE AREAS RESULTING FROM FAULTY GALVANIZING MAY ONLY BE
DONE IF ARM ARE INFREQUENT,SMALL,AND SUITABLE FOR REPAIR. REPAIRS SHALL
• ONE SPECIMEN TESTED AT 7 DAYS CONFORM TO ASTM A760,METHOD A3,METAUZING.THE THICKNESS OF METALIZING
SHALL EXCEED THE THICKNESS REQUIRED FOR THE ADJACENT MATERIAL THE REPAIR
• TWO SPECIMENS TESTED AT 28 DAYS SHALL BE TESTED FOR ADHESION AND FINISH SO THAT THE APPEARANCE IS SIMILAR TO
THE ADJACENT GALVANIZING.
• ONE SPECIMEN RETAINED FOR FUTURE TESTING.
• REPAIR DAMAGED AREAS BY ONE OF THE APPROVED METHODS IN ACCORDANCE WITH
17. IMMEDIATELY AFTER THE REMOVAL OF FORMS,CONCRETE THAT IS EXPOSED SHALL ASTM A780 AND THE PRODUCT MANUFACTURER'S INSTRUCTIONS.THE MINIMUM
HAVE ALL PROJECTIONS AND IRREGULARITIES CAREFULLY REMOVED AND ALL THICKNESS REQUIREMENTS FOR THE REPAIR METHODS ARE AS FOLLOWS:
CAVITIES FILLED WITH MORTAR OF THE PROPORTION USED IN CONCRETE. -ORGANIC ZINC RICH PAINT(E.G.COLD GAYMIZING COMPOUND)
COMPLYING WITH DOD-P-21035,(FORMERLY MIL-P-21035)OR MIL-P26915:4
18. ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/4" MILS,
-ZINC-REPAIR SOLDER:4MILS.
H E f -SPRAYED ZINC:4 MILS.
[. a.
AS BUILT 4A?,, SIX FLAGS - GREAT ESCAPE
• B ISSUED FOR PERMIT c s TICKET BOOTH- REAR PERGOLA STRUCTURE
L No._ Revisions _ Date ERA.... SECTIONS, DETAIL,AND NOTES
NO.�1�4� 44 ISSUED FOR FINAL REVIEW 03/22.'"2T FRAMING
T ENGINEER,IT IS A VIOLATION OF SECTION 7209 OITH�IENMEWIYORK STATE 254 Boy Roo n UNLESS ACTING UNDER THE DIRECTION OF A LIFESSIONAL D„r.", 5cc1a oat«�.� " 7 �^ EDUCATION LAW,FOR ANY PERSON TO ALTER TNT IN ANY HAANEN ENGINEERING, LLP„.m WAY. IF ALTERED,THE ALTERING ENGINEER SHHEIR SEAL d (518)79R44 PhoWITH THE NOTATION ALTERED BY'FOLLOWEDGNATURE, Queensbury, NY 12B04 (518)7984017-SO3
ALTERATIONDATE AND DESCRIPTION O .