HomeMy WebLinkAbout0825.96.743' -8"
Lei- - - - - - - -- - - - - -- - - -- - - - -_ --- - - - - --
(FASCIA)
43' -0'
(BEAM)
6 42' -8" 6'
—
(DECKING)
38' -10"
ERECTOR'S NOTE - -- I CL ca 12' -11 5/16' - -- - - -- 12' -11 3/8" 12' -11 5/16' a COL
COLUMN C -5 & C -6 DO
NOT DRAIN. THEY WILL BE 3" - _- 19' -5' a STRUT CL STRUT - 19' -5' N ao
LONGER TO PROVIDE SLOPE — — - a b'FLOW — —
AWAY FROM BUILDING TO
CENTER OF CANOPY. to
--. - - -- — I - BM -8 W18x40
It O I C7 X
- -- O
z
N 0
— —
I o a:a
U N 2 o
m
W ( ^ a <
a ( � M • U' O
DETAIL DC19 I I BM -8 W18x40 w- I °i Y I a
0 iD
N
�&S I I -
DETAIL >DC1�7 I I I� S�• 0 2 I =
co Ll 04 m
DETAIL �DC2 (X m X °
IX 18'- 4"
23' -0" BM -8 W18x (FASCIA)
(BEAM) I - - -
3 I W18x55 E�fl
-7 W18x55
U) e 3'-9
2 -3
DETAIL DETAIL
PH58 W -11' 1 PLACE DC86
(v I I 2 PLACES — DETAIL PH16 Q,
io ( U I 2 PLACES — I -
I �I 00
_ I -
I n W18x40 BM -4 I
I DETAIL LACES PH51 ( X I
o I rn
t
°0 60' -0' 24' -4 "
eo• a sl°L
I I �° moo. I
60 �,
o
o m
I o W18x40 BM -3 BM -6 W'1 8x40
� I (
;o o
1
i7
I a
0
1
I �
0
1
�I
o
I I
M
�I
o
t
I
�4 3/4"t I;t LES FOR DETAL
4� DC3
5/6' B&L-TS NUTS MAIN FRAME
& Wt-SHERS 'N.S, & F. - - -- -1, -�• - -..
13' 3" �� 3' DETAIL pCi4
DETAIL DC15
6x6x1/2 ANGLE (N.S. & F.S.) _
- DETAIL C -1
W J
a' `0 Ld
��� � ffo 0
�4 3/4'4 HOLES FOR
4� 5/8" BOLTS NUTS PURUN WEB STIFFENERS =
& WASHERS (N.S. & F.S.) tO
iD
PURUN DECKING
! ]C 1
U
A 1 W t0
DETAIL 6'H-l'6�
V -8'
7. 7.
TYP 3/8
6'0 HOLE �
(CTR'D IN BASE PL)
DETAIL
REV.3 01/19/94 --�
(�1) 1 -1/8 "0 ANCHOR BOLTS
FURNISHED BY McGEE CORPORATION
AND INSTALLED BY G.C.
TOP OF ISLAND BY G.C.
CONCRETE SLAB
4• (BY OTHERS)
`- CL (4) -1 3/4 "0 HOLES
PL 3/4' X 20" X 1' -8' LG.
- 12'i' PIPE H.S. NON-- SHRINK
GROUT 2 -1/2- MIN. REQ'D
PL 1/2' 3' x 5' (BY OTHERS)
CONCRETE FOOTING
WITH STEEL REINFORCING
BY G.C. -F
DRAIN DIRECTION
& THREAD —O —LET
t -- 24' -0" alO'FLOW I LOCATION TO BE
�i
a ca DETERMINED.
�
��
18' -0' 48' -0' 20 GA. WHITE EM3OSSED -
__.__. -_ -__- _ - -- - -� - -___- - -- - - GRAND SPAN 16.0' STEEL DECKING
60' -0' a SPL 24'-4- 32 PANELS O 25` -6'
-- - -- _ - - -- (BEAM) (BEAM) 64 PANELS O 59' -0"
84' -0' 6' 1 EXTRA PANEL INCLUDED IN ABOVE QTY.
6
_ - - - -` (DECKING) - STITCH DECKING 10ITH TEK Q MIDSPAN
BETWEEN PURUNS, 2" MINIMUM FROM
85'--0* FLAT SIDE OF DECK PAN. (INDICATED
- - -- ON ROOF PLAN WRATH DASHED LINE 4 1 1/8-0 ANCHOR BOLTS
NOTE: CANOPY BEAM CUPS MUST BE FURNISHED BY McGEE CORPORATION
NORTH MICHIGAN (U.S. HIGHWAY 4ZIJ INSTALLED ON BOTH SIDES OF THE AND INSTALLED BY G.C.
PURUN, ATTACHING THE 1st FOUR(4)
DECK PANELS ON BOTH ENDS of THE TOP OF ISLAND BY G.C.
CANOPY, RO 0 F PLAN
CANOPY. ALL OTHER LOCATIONS SEE
DETAIL CP1
ALL - ,DIAGONAL plhl_ N IONS SHOWN ARE GIVEN TO CL OF COLUMN L�A,L CPI CONCRETE SLAB
-- (BY OTHERS) �-
DETAIL
GENERAL NOTES. COPIED FROM SPECIFIQATION for° STRUC VIAL JOINTS H.S. NON- SHRINK USI AST 25 or 90 E3OLTS GROUT 2 -1/2 MIN. REQ D
Np
I) CONCRETE 4000 PSI (ACI- 318 -83) BELOW THE PREVIOUSLY DETERMINED LOWEST FINISHED (BY OTHERS)
Z) STEEL REINFORCEMENT fy = 60 KS; GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL JURNN OF NUT TIGHTENItNSa BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTON &BROUGHT TO A
3) STRUCTURAL STEEL ASTM A36 BE SET LEVEL AND ON THE SAME ELEVATION. SNUG -TIGHT CONDITIOK SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EIGSTS WHEN THE PLIES OF THE ,K>{NT
STRUCTURAL STEEL TUBING fy = 46 KSI TO OBTAIN PROPER CANOPY CLEARANCE, ARE IN FIRM CONTACT. THIS MAY BE ATTAINED
RENCH BY A FEW IMPACTS OF AN !IAPACT WRENCH SYSTE] OR THE FULL EFFORT
OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROCESS SYSTEi.4ATiCAiLY FROM THE
CONTRACTOR ACTOR SN41_L PROVIDE �AcGEE CORPORATION MOST Rlao PART of THE CONNECTION To THE FREE AGES AND THEN THE PC;f.,TS OF THE �attECTICf1 SPa�I- BE --
4 0l.D FO �f�4E D SHAPES Fy 50 1 <L,! ,0, TR _ i G S'rsTEMATtc MANNER as NECE53SK f UNTIL AID. LI(N_TS ARE 31 `.; :_TA. -ECij U( 'SNUG
5) 30L ►S AST��A AS25 FOR SIF U:;TUI AL >.rl i I .,AL 1 GU +U,� ^.::Olv LLE`rAH;:;� AND R£T�iTENED M A �i4fsLAR
STEEL CONNECTIONS. BOLTS SHALL BE THE HIGHEST FINISHED GRADE ELEVATION COVERED AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION (49TH STEEL REINFORCING
SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE DURING THE BY G.C.
TIGHTENED PER AISC TURN OF NUT METHOD. BY THE CANOPY. TIGHTENING OPERATION. THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING
6 MINIMUM SOIL BEARING = 2500 PSF 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED SHALL PROGR SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JVNT TO ITS FREE EDGES.
7� PROGRESS SYSTEMATICALLY
DESIGN LOADS: TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED
ROOF LIVE LOADS = 30 PSF ONLY. FIELD TOUCH -UP, FINISH PAINTING AND BOLT LENGTH DISPOSITION OF OUTER FACE OF BOLTED PARTS /�/ x
WIND LOAD = 80 MPH (ASCE 7) MAINTENANCE A-RE THE RESPONSIBILITY OF THE OWNER. (UNDER SIDE BOLT FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE
OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE
SEISMIC 11) GIVEN LOAODS AND ALLOWABrLE)SO HAVE BEEN S
L PRESSUREIZE THEOIR END OF BOLT) BOLT AXIS THAN 1:20 (BEva-M WASHER NOT BOLT A)0S (BEVELED WASHER NOT
AV = .05 usm) USED)
Aa = .05 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS
8) A36 ANCHOR BOLTS & TEMPLATES ARE OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE UP TO AND i/3 TUIZtN 1/2 TURN 2/3 TURN
FURNISHED BY McGEE. DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER 4 DIAMETERS
9) CANOPY FOUNDATION INSTALLATION: OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION -- - --
CONTRACTOR SHALL DETERMINE WHICH FINISHED OF FOUNDATIONS FOR THE RESOLUTION OF ANY OVER 4 DIA-
GRADE ELEVATION AT EACH CANOPY COLUMN IS THE CONFLICT. WHERE FOUNDATION DETAIL IS NOT SHOWN METERS BUT 1/2 TURN 2/3 TURN 5/6 TURN
NOT EXCEEDING
LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS McGEE CORPORATION AND THEIR E NGINEERS TAKE NO 8 DIAMETERS
IN RELATION TO THAT E_EVATION. CCNTRACTOR MUS F RESPONSIBILITY FOR FOUNDATION DESIGN. -
VERIFY FUEL CONTA'NMENT BOX SIZE. AND LOCATION 1 ALL WELDED CONNECTICNS SHALL BE IN ACCORDANCE A) NUT ROTATION IS RELATIVE TO BOLT F,EGARDLFSS OF THE EL'--MENT (NUT OR BO'T; ?EIN3 TURNED.
TO ENSURE FOUNDATION DOES NOT INTERFERE WITH WITH LATEST AWS SPECIFICATIONS, USING E70XX FOR BOLTS INSTAU -U) BY 1/2 TUPN AIiD LESS. THE TOL.ERA ICE SHOULD BE PLUS cR MINUS 30
BOX INSTALLATION. TOP OF FOUNDF,TION DEPTH DEGREES, FOR BOLri MTALLED BY 2;3 TURN AND MORE, 'HE TOLERANCE SHOULD 3F -PLUS OR
- ELECTRODES. ALL VSELDING SHALL BE PERFOR!AED MINUS 45 DEGREES.
MAY BE GREATER THAN BUT NOT LESS THAN 12 BY A CERTIFIED WELDER. 3) APPLICABLE ONLY TO CONNECTONS IN A4NICH ALL MATERIA'- WITHIN THE GRIP OF T, _ S S STEEL
86' -0"
(FASCIA)
12' -0" 36' -0" -
CL COL a COL
DETAIL -TC10 --
6 PL fi:CS
DETAIL
6 PLACES -
'
r-
DETAIL PH2O
CL
IltUT
a
SPL
GRAY ACM FASCIA
w/ STRAPS, &
w/ 8"
DECAL
COVER.
18' -O'
6' -0'
oTAPERED
I8
PLACES I
FD1
MQ
01
I
DETAIL GS3
W o
DETAIL
((
10 PLACES -
—
6 PLACES —
W
I
W18x40 BM -3 BM -6
, WN18x40
DETAIL F1
_
!
°
24' -0"
24' -0"
a,
GoI
tO
6
DETAIL DC9B -
k'
I 7yA 8 �p /pF
X
DETAIL B
1
`°
3 (
°
8 PLACES —
I
5 PLACES —
I
�
1 I
DETAIL_
Ii5
I
I
m
lu
2 PLACES
—
m
10!18x40 BM-3
e 6
m
W18x4O
---
uj
;o o
1
i7
I a
0
1
I �
0
1
�I
o
I I
M
�I
o
t
I
�4 3/4"t I;t LES FOR DETAL
4� DC3
5/6' B&L-TS NUTS MAIN FRAME
& Wt-SHERS 'N.S, & F. - - -- -1, -�• - -..
13' 3" �� 3' DETAIL pCi4
DETAIL DC15
6x6x1/2 ANGLE (N.S. & F.S.) _
- DETAIL C -1
W J
a' `0 Ld
��� � ffo 0
�4 3/4'4 HOLES FOR
4� 5/8" BOLTS NUTS PURUN WEB STIFFENERS =
& WASHERS (N.S. & F.S.) tO
iD
PURUN DECKING
! ]C 1
U
A 1 W t0
DETAIL 6'H-l'6�
V -8'
7. 7.
TYP 3/8
6'0 HOLE �
(CTR'D IN BASE PL)
DETAIL
REV.3 01/19/94 --�
(�1) 1 -1/8 "0 ANCHOR BOLTS
FURNISHED BY McGEE CORPORATION
AND INSTALLED BY G.C.
TOP OF ISLAND BY G.C.
CONCRETE SLAB
4• (BY OTHERS)
`- CL (4) -1 3/4 "0 HOLES
PL 3/4' X 20" X 1' -8' LG.
- 12'i' PIPE H.S. NON-- SHRINK
GROUT 2 -1/2- MIN. REQ'D
PL 1/2' 3' x 5' (BY OTHERS)
CONCRETE FOOTING
WITH STEEL REINFORCING
BY G.C. -F
DRAIN DIRECTION
& THREAD —O —LET
t -- 24' -0" alO'FLOW I LOCATION TO BE
�i
a ca DETERMINED.
�
��
18' -0' 48' -0' 20 GA. WHITE EM3OSSED -
__.__. -_ -__- _ - -- - -� - -___- - -- - - GRAND SPAN 16.0' STEEL DECKING
60' -0' a SPL 24'-4- 32 PANELS O 25` -6'
-- - -- _ - - -- (BEAM) (BEAM) 64 PANELS O 59' -0"
84' -0' 6' 1 EXTRA PANEL INCLUDED IN ABOVE QTY.
6
_ - - - -` (DECKING) - STITCH DECKING 10ITH TEK Q MIDSPAN
BETWEEN PURUNS, 2" MINIMUM FROM
85'--0* FLAT SIDE OF DECK PAN. (INDICATED
- - -- ON ROOF PLAN WRATH DASHED LINE 4 1 1/8-0 ANCHOR BOLTS
NOTE: CANOPY BEAM CUPS MUST BE FURNISHED BY McGEE CORPORATION
NORTH MICHIGAN (U.S. HIGHWAY 4ZIJ INSTALLED ON BOTH SIDES OF THE AND INSTALLED BY G.C.
PURUN, ATTACHING THE 1st FOUR(4)
DECK PANELS ON BOTH ENDS of THE TOP OF ISLAND BY G.C.
CANOPY, RO 0 F PLAN
CANOPY. ALL OTHER LOCATIONS SEE
DETAIL CP1
ALL - ,DIAGONAL plhl_ N IONS SHOWN ARE GIVEN TO CL OF COLUMN L�A,L CPI CONCRETE SLAB
-- (BY OTHERS) �-
DETAIL
GENERAL NOTES. COPIED FROM SPECIFIQATION for° STRUC VIAL JOINTS H.S. NON- SHRINK USI AST 25 or 90 E3OLTS GROUT 2 -1/2 MIN. REQ D
Np
I) CONCRETE 4000 PSI (ACI- 318 -83) BELOW THE PREVIOUSLY DETERMINED LOWEST FINISHED (BY OTHERS)
Z) STEEL REINFORCEMENT fy = 60 KS; GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL JURNN OF NUT TIGHTENItNSa BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTON &BROUGHT TO A
3) STRUCTURAL STEEL ASTM A36 BE SET LEVEL AND ON THE SAME ELEVATION. SNUG -TIGHT CONDITIOK SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EIGSTS WHEN THE PLIES OF THE ,K>{NT
STRUCTURAL STEEL TUBING fy = 46 KSI TO OBTAIN PROPER CANOPY CLEARANCE, ARE IN FIRM CONTACT. THIS MAY BE ATTAINED
RENCH BY A FEW IMPACTS OF AN !IAPACT WRENCH SYSTE] OR THE FULL EFFORT
OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROCESS SYSTEi.4ATiCAiLY FROM THE
CONTRACTOR ACTOR SN41_L PROVIDE �AcGEE CORPORATION MOST Rlao PART of THE CONNECTION To THE FREE AGES AND THEN THE PC;f.,TS OF THE �attECTICf1 SPa�I- BE --
4 0l.D FO �f�4E D SHAPES Fy 50 1 <L,! ,0, TR _ i G S'rsTEMATtc MANNER as NECE53SK f UNTIL AID. LI(N_TS ARE 31 `.; :_TA. -ECij U( 'SNUG
5) 30L ►S AST��A AS25 FOR SIF U:;TUI AL >.rl i I .,AL 1 GU +U,� ^.::Olv LLE`rAH;:;� AND R£T�iTENED M A �i4fsLAR
STEEL CONNECTIONS. BOLTS SHALL BE THE HIGHEST FINISHED GRADE ELEVATION COVERED AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION (49TH STEEL REINFORCING
SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE DURING THE BY G.C.
TIGHTENED PER AISC TURN OF NUT METHOD. BY THE CANOPY. TIGHTENING OPERATION. THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING
6 MINIMUM SOIL BEARING = 2500 PSF 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED SHALL PROGR SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JVNT TO ITS FREE EDGES.
7� PROGRESS SYSTEMATICALLY
DESIGN LOADS: TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED
ROOF LIVE LOADS = 30 PSF ONLY. FIELD TOUCH -UP, FINISH PAINTING AND BOLT LENGTH DISPOSITION OF OUTER FACE OF BOLTED PARTS /�/ x
WIND LOAD = 80 MPH (ASCE 7) MAINTENANCE A-RE THE RESPONSIBILITY OF THE OWNER. (UNDER SIDE BOLT FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE
OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE
SEISMIC 11) GIVEN LOAODS AND ALLOWABrLE)SO HAVE BEEN S
L PRESSUREIZE THEOIR END OF BOLT) BOLT AXIS THAN 1:20 (BEva-M WASHER NOT BOLT A)0S (BEVELED WASHER NOT
AV = .05 usm) USED)
Aa = .05 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS
8) A36 ANCHOR BOLTS & TEMPLATES ARE OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE UP TO AND i/3 TUIZtN 1/2 TURN 2/3 TURN
FURNISHED BY McGEE. DETRIMENTAL TO PROPER FUNCTION. THE ENGINEER 4 DIAMETERS
9) CANOPY FOUNDATION INSTALLATION: OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION -- - --
CONTRACTOR SHALL DETERMINE WHICH FINISHED OF FOUNDATIONS FOR THE RESOLUTION OF ANY OVER 4 DIA-
GRADE ELEVATION AT EACH CANOPY COLUMN IS THE CONFLICT. WHERE FOUNDATION DETAIL IS NOT SHOWN METERS BUT 1/2 TURN 2/3 TURN 5/6 TURN
NOT EXCEEDING
LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS McGEE CORPORATION AND THEIR E NGINEERS TAKE NO 8 DIAMETERS
IN RELATION TO THAT E_EVATION. CCNTRACTOR MUS F RESPONSIBILITY FOR FOUNDATION DESIGN. -
VERIFY FUEL CONTA'NMENT BOX SIZE. AND LOCATION 1 ALL WELDED CONNECTICNS SHALL BE IN ACCORDANCE A) NUT ROTATION IS RELATIVE TO BOLT F,EGARDLFSS OF THE EL'--MENT (NUT OR BO'T; ?EIN3 TURNED.
TO ENSURE FOUNDATION DOES NOT INTERFERE WITH WITH LATEST AWS SPECIFICATIONS, USING E70XX FOR BOLTS INSTAU -U) BY 1/2 TUPN AIiD LESS. THE TOL.ERA ICE SHOULD BE PLUS cR MINUS 30
BOX INSTALLATION. TOP OF FOUNDF,TION DEPTH DEGREES, FOR BOLri MTALLED BY 2;3 TURN AND MORE, 'HE TOLERANCE SHOULD 3F -PLUS OR
- ELECTRODES. ALL VSELDING SHALL BE PERFOR!AED MINUS 45 DEGREES.
MAY BE GREATER THAN BUT NOT LESS THAN 12 BY A CERTIFIED WELDER. 3) APPLICABLE ONLY TO CONNECTONS IN A4NICH ALL MATERIA'- WITHIN THE GRIP OF T, _ S S STEEL
86' -0"
(FASCIA)
12' -0" 36' -0" -
CL COL a COL
DETAIL -TC10 --
6 PL fi:CS
DETAIL
6 PLACES -
DETAIL Ft A
2 PLACES
a
o
i�
MAIN FRAME DETAIL
CANOPY TO HAVE BELOW GROUND DRAkLAGE SYSTEM with
STEEL TUBE COLUMN CANOPY FASCIA TO RUN WITH DECK PANELS � PVC INTERNAL DRAM SEE ROOF PLM FOR DIRECTIONS.
W/ 3/4" THICK BASE PLATE
FURNISHED & INSTALLED BY McGEE
CORPORATION
ISLAND SHOWN FOR REFERENCE ANCHOR BOLT SHIPPING REQUIREMENTS
ONLY -- MAY NOT APPLY - --
LEAVE CONC. ROUGH -1 ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY
'OPY 1 -1/8' x 36' LONG 24
SEE GENERA'_ -\
NOTE #9 - _
HARDWARE LIST BREAK -DOWN (REFERENCE ONLY)
C6 ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY
-' Q TC10 -TOP PLATE (6 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 24
BS8 -BEA.M SPLICE (5 PLACES) 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS 50
PH51- CONNECTION (4 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 16
N / \\ PH51- CONNECTION (4 PLACE S) 6x6x1/2 PLATE (3x3 HOLE PATTERN) 4
PH58- CONNECTION (2 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 8
I PH58- CONNECTION (2 PLACES) 6X150/2 PLATE (3x3 HOLE PATTERN) 2
0 PH58 - CONNECTION (2 PLACES) 6x6xi /4 PLATE (30 HOLE PATTERN) 2
7• 7- #4's 0 8" O.C. PHS- CONNECTION (2 PLACES) `5/8' x 3' BOLTS W/ NUTS & WASHERS 8
EACH WAY
14" PHS- CONNECTION (2 PLACES, 6x6x1 /2 PLATE (3x3 HOLE PATTERN) 4
(SO.) -� PH2O- CONNECTION (8 PLACES) 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS 32
jQ- --
PH16- CONNECTION (2 PLACES) 5/8' x 2 -1/2' BOLTS W/ NUTS & WASHERS 16
PH16 -- CONFECTION (2 PLACES) I /2',.6`x6'x12'LONG AAC4 -E w/(6) 3/4' HOLES 4
3" N 0 TE: GS3-- CONNECTION (10 PLACES) 5/8' x 2' BOLTS W/ NUTS & WASHERS 40
dDO NOT POUR CONCRETE GS5- CONNECTION (2 PLACES) 5/8' x 2" BOLTS W/ NUTS & WASHERS 8
" SO. WITHIN 1" OF BOTTOM
OF THREADS ON
ANCHOR BOLTS. CANOPY SHIPPING STEEL HARDWARE MANIFEST
DESCRIPTION QUANTITY PULLED CHECKED LOADED
DETAIL &T?� QUANTITY SHIPPED BY BY BY
REV. 09/29/94 - 98 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS �
48 5/8" x 2' BOLTS W/ NUTS & WASHERS
56 5/8" x 3" BOLTS W/ NUTS & WASHERS _
STEEL TUBE COLUMN
W/ 3/4-. THICK BASE PLATE 10 6x6x1/2 PLATE (3x3 HOLE PATTERN) _
FURNISHED & INSTALLED BY 2 6x6x1 /4 PLATE (30 HOLE PATTERN)
Mc GIFF, TaORI FORA -11ON --
4 6x6x1/2x12 LONG STL ANGLE w /(6) 3/4 HOLES -_
ISLAND SHOWN FOR REFERENCE I
ONLY -- MAY NOT APPLY -- TOP BASE PLATE W/S & VENT
CANOPY SHIPPING MANIFEST PLATE PLATE DRAINS CONDUIT
LEAVE CONC. ROUGH 2 BM -1 W21x68 (53' -0 ")
;
SEE GENERAL 2 BM -2 W1404 (28' -0 ")
- NOTE #9 �
r
N
7' 7"
14"
(SQ.)
-0 so.
DETAT-L- F1
3 BM -3 W18x40 (60-0 )
1 BM -4 W18x40 (60' -0 ")
v Q 1 - BM -5 W18x55 (60' -0') -
- - 4 BM -6 W18x40 (24' -4') _
1 BM -7 W18x55 (24' -4')
3 BM -8 W18x4O (43' -0 ") ;
3 BM -9 W6x9 (12' -11 1/2) -
�� - 4 _ BM -10 W6x9 (9' -11 1/2')
I 4 C--1 thnj 4 12 "0 RPF
2 C -5 & 6 12 "0 PIPE
#4's 0 8' 0. C.
EACH WAY 1 -LOT HARDWARE
_
to
NOTE:
DO NOT PLACE CONCRE
WITHIN 1" OF BOTTOM
OF THREADS ON
ANCHOR BOLTS.
STEEL ERECTION NOTE:
SET BOTTOM OF COLUMN BASE PLATE
FROM TOP OF ANCHOR BOLTS.
FR. J08 NO. f NAL ;7B NO. DRAWING N0. p'
_E� 3925 P03925 �•���OY�
S
�-�1pp��p�-t-��� MARATHON OIL COMPANY �'z�: ��'�o'.
12701E stun Independence 10005 N. MICHIGAN (U.S. HITY 4 -21) ' `'' V223"-_
Blvd. P.O. Box 1375 = -a ENEMattheWS, NC 28106 -1375 CARMEL, IN : o srAPhone: 7C4 882 -1500 scAiE: 1 8 -1' -0 � IN ACCORDANCE oRnttitr BY: MOl : e, DWatts: �8C0� 526 -5589 �A�: 2 -19996 tii1TH REV. LETTER: - >.�:HK'D BY:
These prints ore_the T— u [� D C ANO P �' i
property o . "'Gee Corp.. 1 S 1 1�= 1P
Reproductic or re-se is ... ....
prohibit?; ou`. t,_n J
. ROOF PLAN & DET.� I:�`, OF. .3
permissic -�.
'
r-
4' DRAIN LEADER
ONYX
GRAY ACM FASCIA
w/ STRAPS, &
w/ 8"
DECAL
COVER.
12% PIPE
oTAPERED
(�)
DETAIL
FD1
MQ
ou-
W o
DETAIL
FD2
DETAIL BC4
—
6 PLACES —
W
DETAIL F1
!
4 PLACES
DETAIL Ft A
2 PLACES
a
o
i�
MAIN FRAME DETAIL
CANOPY TO HAVE BELOW GROUND DRAkLAGE SYSTEM with
STEEL TUBE COLUMN CANOPY FASCIA TO RUN WITH DECK PANELS � PVC INTERNAL DRAM SEE ROOF PLM FOR DIRECTIONS.
W/ 3/4" THICK BASE PLATE
FURNISHED & INSTALLED BY McGEE
CORPORATION
ISLAND SHOWN FOR REFERENCE ANCHOR BOLT SHIPPING REQUIREMENTS
ONLY -- MAY NOT APPLY - --
LEAVE CONC. ROUGH -1 ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY
'OPY 1 -1/8' x 36' LONG 24
SEE GENERA'_ -\
NOTE #9 - _
HARDWARE LIST BREAK -DOWN (REFERENCE ONLY)
C6 ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY
-' Q TC10 -TOP PLATE (6 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 24
BS8 -BEA.M SPLICE (5 PLACES) 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS 50
PH51- CONNECTION (4 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 16
N / \\ PH51- CONNECTION (4 PLACE S) 6x6x1/2 PLATE (3x3 HOLE PATTERN) 4
PH58- CONNECTION (2 PLACES) 5/8' x 3' BOLTS W/ NUTS & WASHERS 8
I PH58- CONNECTION (2 PLACES) 6X150/2 PLATE (3x3 HOLE PATTERN) 2
0 PH58 - CONNECTION (2 PLACES) 6x6xi /4 PLATE (30 HOLE PATTERN) 2
7• 7- #4's 0 8" O.C. PHS- CONNECTION (2 PLACES) `5/8' x 3' BOLTS W/ NUTS & WASHERS 8
EACH WAY
14" PHS- CONNECTION (2 PLACES, 6x6x1 /2 PLATE (3x3 HOLE PATTERN) 4
(SO.) -� PH2O- CONNECTION (8 PLACES) 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS 32
jQ- --
PH16- CONNECTION (2 PLACES) 5/8' x 2 -1/2' BOLTS W/ NUTS & WASHERS 16
PH16 -- CONFECTION (2 PLACES) I /2',.6`x6'x12'LONG AAC4 -E w/(6) 3/4' HOLES 4
3" N 0 TE: GS3-- CONNECTION (10 PLACES) 5/8' x 2' BOLTS W/ NUTS & WASHERS 40
dDO NOT POUR CONCRETE GS5- CONNECTION (2 PLACES) 5/8' x 2" BOLTS W/ NUTS & WASHERS 8
" SO. WITHIN 1" OF BOTTOM
OF THREADS ON
ANCHOR BOLTS. CANOPY SHIPPING STEEL HARDWARE MANIFEST
DESCRIPTION QUANTITY PULLED CHECKED LOADED
DETAIL &T?� QUANTITY SHIPPED BY BY BY
REV. 09/29/94 - 98 5/8' x 2 1/2' BOLTS W/ NUTS & WASHERS �
48 5/8" x 2' BOLTS W/ NUTS & WASHERS
56 5/8" x 3" BOLTS W/ NUTS & WASHERS _
STEEL TUBE COLUMN
W/ 3/4-. THICK BASE PLATE 10 6x6x1/2 PLATE (3x3 HOLE PATTERN) _
FURNISHED & INSTALLED BY 2 6x6x1 /4 PLATE (30 HOLE PATTERN)
Mc GIFF, TaORI FORA -11ON --
4 6x6x1/2x12 LONG STL ANGLE w /(6) 3/4 HOLES -_
ISLAND SHOWN FOR REFERENCE I
ONLY -- MAY NOT APPLY -- TOP BASE PLATE W/S & VENT
CANOPY SHIPPING MANIFEST PLATE PLATE DRAINS CONDUIT
LEAVE CONC. ROUGH 2 BM -1 W21x68 (53' -0 ")
;
SEE GENERAL 2 BM -2 W1404 (28' -0 ")
- NOTE #9 �
r
N
7' 7"
14"
(SQ.)
-0 so.
DETAT-L- F1
3 BM -3 W18x40 (60-0 )
1 BM -4 W18x40 (60' -0 ")
v Q 1 - BM -5 W18x55 (60' -0') -
- - 4 BM -6 W18x40 (24' -4') _
1 BM -7 W18x55 (24' -4')
3 BM -8 W18x4O (43' -0 ") ;
3 BM -9 W6x9 (12' -11 1/2) -
�� - 4 _ BM -10 W6x9 (9' -11 1/2')
I 4 C--1 thnj 4 12 "0 RPF
2 C -5 & 6 12 "0 PIPE
#4's 0 8' 0. C.
EACH WAY 1 -LOT HARDWARE
_
to
NOTE:
DO NOT PLACE CONCRE
WITHIN 1" OF BOTTOM
OF THREADS ON
ANCHOR BOLTS.
STEEL ERECTION NOTE:
SET BOTTOM OF COLUMN BASE PLATE
FROM TOP OF ANCHOR BOLTS.
FR. J08 NO. f NAL ;7B NO. DRAWING N0. p'
_E� 3925 P03925 �•���OY�
S
�-�1pp��p�-t-��� MARATHON OIL COMPANY �'z�: ��'�o'.
12701E stun Independence 10005 N. MICHIGAN (U.S. HITY 4 -21) ' `'' V223"-_
Blvd. P.O. Box 1375 = -a ENEMattheWS, NC 28106 -1375 CARMEL, IN : o srAPhone: 7C4 882 -1500 scAiE: 1 8 -1' -0 � IN ACCORDANCE oRnttitr BY: MOl : e, DWatts: �8C0� 526 -5589 �A�: 2 -19996 tii1TH REV. LETTER: - >.�:HK'D BY:
These prints ore_the T— u [� D C ANO P �' i
property o . "'Gee Corp.. 1 S 1 1�= 1P
Reproductic or re-se is ... ....
prohibit?; ou`. t,_n J
. ROOF PLAN & DET.� I:�`, OF. .3
permissic -�.