Construction drawings

CLIP MARK NUMBERS ARE CL-12, CL-13, OR CL-14.
RF50/AAA (downhill) AND RF51/BA. LOCATIONS ARE INDICATED ON ROOF FRAMING PLAN.
THIS ROOF SYSTEM DESIGN USED ANTI-ROLL CLIPS INSTALLED AS SHOWN IN SECTION RF50/ AA (uphill) OR
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE
WOOD STRUCTURE
WOOD STRUCTURE
GALBED 50'X42'X10'
EH=10'0
LOWER BUILDING
BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN
20 FT. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO THE METAL
BUILDING SUPPLIER DOES NOT INDICATE PRESENCE OF A SHADOWING
STRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.
WOOD STRUCTURE
GALBED 50'X24'X10'
EH=10'0
LOWER BUILDING
1'-0OVERHANG
1'-0OVERHANG
80Z16-5 (U.N.)
(7) REQUIRED
80Z16-4 (U.N.)
(7) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
SBC-1
SBC-1
8" MASONRY WALL
NOT BY ABC
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
D
1'-0OVERHANG50'-0
16'-816'-816'-8
A
C
B
1'-0OVERHANG
1'-0 24'-0 24'-0 1'-0 27'-4780Z16-5
A
E-05
SBC-1
8" MASONRY WALL
NOT BY ABC
50'-0
PLANE ID: 1005, 1004
321
3'-0 - 3'-0
LAP TYP U.N.
OHBL
OHBL
80Z16-6 80Z16-6 80Z16-7CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
80Z16-7
80Z16-4 (U.N.)
(7) REQUIRED
1B80C2-1
BR5-2
BR5-4
BR5-3
OHBL
BR5-5
80Z16-1
80Z16-6
80Z16-6
80Z16-6
EAVE STRUT LINE
(SEE S.W.)
BR5-3
BR5-4
80Z16-6
BR5-3
BR5-4
BR5-2
BR5-3
BR5-4
80Z16-7
80Z16-7
OHBL
1B80C2-4
BR5-5
80Z16-7
80Z16-7
80Z16-7
80Z16-7
80Z16-3
80Z16-5 (U.N.)
(7) REQUIRED
CL-12
80Z16-7
80Z16-2
80Z16-7
80Z16-7
80Z16-7
1B80C2-3
CL-12
CL-12
80Z16-6
80Z16-6
80Z16-6
80Z16-6
80Z16-6
80Z16-6
EAVE STRUT LINE (SEE S.W.)
80Z16-1
B
E-05
CL-12
CL-12
SBC-1
1B80C2-2
CL-12
CL-12
26'-31BR5-5
26'-112BR5-4
25'-32BR5-3
26'-61BR5-2
27'-4680Z16-7
27'-4680Z16-6
50'-0
16'-8
PART LENGTH CHART(ID: 1004)
26'-31BR5-5
26'-112BR5-4
25'-32BR5-3
26'-61BR5-2
27'-4680Z16-7
27'-4680Z16-6
27'-4780Z16-5
27'-4780Z16-4
24'-0 5/8180Z16-3
24'-0 5/8180Z16-1
24'-11 3/411B80C2-4
24'-11 3/411B80C2-2
LENGTHQTYMARK
PART LENGTH CHART(ID: 1005)
D
A
C
B
16'-8
80Z16-4
80Z16-2
80Z16-1
1B80C2-3
1B80C2-1
MARK
16'-8
27'-47
24'-0 5/81
24'-0 5/81
24'-11 3/41
24'-11 3/41
LENGTHQTY
50'-0
1'-0 24'-0 24'-0 1'-0
321
STRAP PLATE BETWEEN PURLINS
(NOT BY ABC)
A
E-05
SECTION
8" MASONRY
(NOT BY ABC)
EMBED PLATE
(NOT BY ABC)
ENDWALL RAFTER
ER-
CHANNEL
SBC-(C8X11.5)
8" MASONRY
(NOT BY ABC)
(2)1/2X1 1/4A325T
PURLIN BOLTS
ENDWALL RAFTER
ER-
CHANNEL
SBC-(C8X11.5)
80Z16-
PURLIN
NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE
1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS
SHEET:
M15C0488A E-05
BLACK SWAMP STEEL
MILLER GYM
22494 C. R. 8
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 46.0 BIM: 20CSOFTWARE VERSIONSARCHBOLD, OH 43502
ROOF FRAMING PLAN
PURLIN TO RAFTER CONNECTION
B
E-05
SECTION

BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
WOOD STRUCTURE
WOOD STRUCTURE
GALBED 50'X24'X10'
EH=10'0
LOWER BUILDING
BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS
SHEET:
M15C0488A E-06
BLACK SWAMP STEEL
MILLER GYM
22494 C. R. 8
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 46.0 BIM: 20CSOFTWARE VERSIONSARCHBOLD, OH 43502
ROOF STRAPING PLAN
TYP. FROM FL. 5'-0 1/24'-10 5/165'-0
1'-0OVERHANG1'-0OVERHANG50'-0
16'-8
50'-0
16'-8
50'-0
24'-0
50'-0
24'-0
16'-8
8" MASONRY WALL
NOT BY ABC
1'-0OVERHANG
A
16'-8
WOOD STRUCTURE
GALBED 50'X42'X10'
6:12
EH=10'0
LOWER BUILDING
C
B
1
1'-0
1'-0OVERHANG
D
1'-0
1
16'-8
24'-0
PLANE ID: 1005, 1004
2
A
3
1'-0
16'-8
B
C
24'-0
2
1'-0
8" MASONRY WALL
NOT BY ABC
D
3

REQUIRED FASTENER LAYOUT DETAILS.
ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.
THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME
FIELD SLOT GIRTS AS REQUIRED FOR DIAGONAL BRACING.
ERECTION NOTE!!!
NOTE:
JAMB EXTENSION WAS PROVIDED
(FIELD WORK IF JAMB EXTENSION ARE REQUIRED).
JAMB EXTENSION MARK NO.:
80C14-2, 80C14-4, 80C14-7, 80C14-8.
NOTE:
GA-1 WAS PROVIDED FOR RAKE LINER.
USE WHEN LINER PANELS INTERFERE
WITH THE RAFTER (ACCORDING TO DETAIL A).
REFER TO DETAIL LP07AB ONCE THE LINER
IS CLEAR OF THE RAFTER.
THE INTERFERENCE IS MINIMAL AND MAY
BE ABLE TO BOW THE PANELS AROUND
THE FLANGE. IF SO, FLASH WITH PF95 PARTITION
FLASHING AS SHOWN IN LP22AA & LP23AB.
0 DD / JSM 09/30/2015MJDFOR CONSTRUCTION
SHEET:
M15G0440A E-07
JANS CORPORATION
SOUTHEASTERN ELECTRIC
605 SD HIGHWAY 11
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSALCESTER, SD 57001
OVERHEAD DOOR
TYPE
16'-21BR5-3
15'-10
2'-10
3'-4
NOTE:
USE #12X2 SDHH AT WALL PANEL ATTACHMENT LOCATIONS.
CC2
(TYP)
CLV1-2 CLV1-2
CLV1-2
CLV1-2
ER2
80Z16-5
BR5-2
4'-5 13/16180Z16-5
9'-5 13/16180Z16-4
10'-5 13/16180Z16-3
13'-2 1/2180Z16-2
18'-2 1/2280Z16-1
13'-2 1/2180Z15-1
15'-5 13/16180Z12-1
3'-0280C14-10
10'-4180C14-9
1'-10 5/16180C14-8
2'-4 5/16180C14-7
2'-8 13/16180C14-4
11'-1 1/2280C14-3
2'-5 1/2180C14-2
11'-1 1/2280C14-1
LENGTHQTYMARK
PART LENGTH CHART
17'-111
13'-0
3'-64'-04'-0
1'-0
34'-0
19'-6
PLANE ID: 1002
12C12-1
12C12-1
EI1
AC B
CL-4
(TYP)
GEA-6
(TYP)
80Z16-1 (U.N.)
(2) REQUIRED
80Z16-1 (U.N.)
(2) REQUIRED
80C14-9
1
80C14-3
80C14-3
80Z12-1
80Z16-4
EC2
GEA-6
(TYP)
CL-4
(TYP)
14'-6
80Z16-5 (U.N.)
(1) REQUIRED
80Z16-5 (U.N.)
(1) REQUIRED
80C14-10 80Z15-1
CL-4
(TYP)
GEA-6
(TYP)
2
80C14-1
80C14-1
80Z16-3
80Z16-2
ER1
80C14-10
12C12-1
EC1
CC2
(TYP)
CL-4
(TYP)
GEA-6
(TYP)
4'-44'-63'-02
9'-210'-41
SILL HEIGHTHEIGHTWIDTHMARK
FRAMED OPENING TABLE
(1)GE1R
(1)TCB2R
(1)TRUECR
A
E-07
USE FL18 AT COLUMNS
REFER TO SED LP42R/AB
ENDWALL SHEETING ELEVATION AT LINE 1
15'-10
13'-02'-10
1/2
11/21/2
3'-02
10'-41
WIDTHMARK
(1)FCR
(1)GE1L
(1)TCB2L
(1)TRUECL
34'-0
17'-0
SHEETING PACKAGE: SP1014(SUBG)
PLANE ID: 1002
(0.2)FSJ1
(1)FDH2-3.7
(1)FOCF80-3.6
(1)FOHF80-3.6
(2)FJ15-7.4
(2)FOCF80-6.6
4'-6
(1)FDH2-10.7
(1)FOCF80-12.6
(2)FJ15-10.4
(2)FOCF80-10.6
OVERHEAD DOOR9'-2
TRIMTYPEHEIGHT
17'-0
C
1
L3P24-7(16'-11/8)
L3P24-6(15'-71/8)
L3P24-5(15'-11/8)
L3P24-4(14'-71/8)
L3P24-3(14'-11/8)
L3P24-2(13'-71/8)
(0.5)80C16-240N (0.6)VFF7 (1)80C16-240N (1.2)VFF7
A
2
L3P24-13(13'-73/8)
L3P24-12(13'-93/8)
L3P24-11(14'-33/8)
L3P24-10(14'-93/8)
L3P24-9(15'-33/8)
L3P24-8(15'-93/8)
2'-0
(1)FCR
(1)TRCU2-ABC
(1)TRPBB2
(1)TRESSL
(1)TRESSR
(2)TRAC
(1.2)TRU1
(0.058)FEB-10.2
(1)GA-1
(5)CL-21
(1)RSA-1
(1.2)RSF1
(1.2)FCP1
(1.2)TRU1
(0.058)FEB-10.2
(1)GA-1
(5)CL-21
(1)RSA-1
(1.2)RSF1
(1.2)FCP1
(0.8)LCF2
(1.75)GA-1
(2)FJ15-10.4
(0.4)LCF2
(2)FJ15-7.4
TRIM
(1)FL3A0
ENDWALL LINER SHEEING ELEVATION AT LINE 1
13'-0
A
E-07
34'-0
PLANE ID: 1002
(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2
A
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
1
(1)FL3A0
(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2
C
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
2
L3P29-1(13'-0)
L3P29-1(13'-0)
L3P29-1(13'-0)
OVERHEAD DOOR9'-210'-42
4'-63'-01
TYPEHEIGHTWIDTHMARK
CL-3
CL-3
#12X1 1/4 SDHH
#12X1 1/4 SDHH
12C12-1
JAMB EXTENSION
JAMB
80Z16-5
80Z16-3
B
E-07
ENDWALL FRAMING ELEVATION AT LINE 1
DETAILB
E-07

0 DD / AW 09/09/2015MJDFor Construction
SHEET:
M15N0391A E-13
KELLER, INC.
K 5 PROPERTIES LLC
W914 COUNTY ROAD CE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSBRODHEAD , WI 53520
(2)1/2X 1 1/4 A325T
(2)1/2 X1 1/4A325T
JAMB
80C12-1
JAMB
80C12-2
80Z16-5X
(2)1/2X 1 1/4 A325T
CL-3
PR1
HEADER
80C14-5
HEADER
80C14-5
CL-3
CL-3
1E80S2-1
(2)1/2X 1 1/4 BHB
(2) 1/2X 1 1/4A325T
(2)1/2 X1 1/4BHB
A
E-13
SECTION
80Z16-6
CONNECT TO COLUMN
W/ CL-4 CLIP & GEA-6
(EACH END)
REINFORCING GIRT
80Z16-5X
JAMB
80C14-1
EAVE STRUT
1E80S2-3
ER1
HEADER
80C14-4
HEADER
80C14-4
(2) 1/2X 1 1/4BHB
(2)1/2X1 1/4 A325T
(2) 1/2X 1 1/4A325T
JAMB CONNECTIONS
B
E-13
DOUBLE JAMB SECTION
CL-3
JAMB
80C14-2
(2)1/2 X1 1/4 A325T
(2) 1/2X 1 1/4BHB
(2)1/2X1 1/4 A325T
CL-3
CL-3
(2)1/2 X1 1/4A325T
CL-3

BOLTS UNLESS NOTED.
(1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE
NOTE:
1. OPEN TO STUD WALL WITH HORIZONTAL WALL PANEL.
2. FLANGE BRACES FROM STUDS TO GIRTS 4'0 O.C. MAX. SEE DETAIL A ON E-15.
3. STUD WALL NOT TO PARAPET ROOF BY MORE THAN 2 INCHES.
1 DD / MDB 08/21/2015MJDRELEASED FOR CONSTRUCTION 0 KEB / BJC 08/07/2015MJDRELEASED FOR PERMITS
SHEET:
M15P0383A E-12
WITWER CONSTRUCTION, INC
SNELL INVESTMENT
3525 METRO DRIVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSFORT WAYNE, IN 46818
D
E-12
A
E-12
19'-8
18'-01'-8
7'-61'-63'-67'-2
29'-7 7/8
20'-7 3/4
29'-7 7/8
22'-8
29'-11
29'-11
22'-8
32'-11
32'-11
8'-7 1/2
LENGTH
PART LENGTH CHART
80'-0
20'-8
40'-0
ERC-4
80U2 -20'-8 5/16
B
E-12
ERC-1
80U2 -18'-2 1/4ERC-3
80U2 -20'-7 11/16
ERC-2
80U2 -18'-2 1/4
CL18-1.6 5/8
CL18-1.6 5/8
29'-8
40'-0
G
1
80C16-4
80C16-4
80C14-10
80Z16-4
SPBM1 (C8X11.5 )
RC1
RR1
CL-2
(TYP)
80Z13-6 (U.N.)
(1) REQUIRED
PLANE ID: 1002
E
C
E-12
80Z16-12
1'-0 - 1'-0
LAP TYP U.N.
80C14-10
EI1
CL-4
4'01'0
80Z14-3 (U.N.)
(1) REQUIRED
2
80C14-10
80C14-10
SPBM2 (C8X11.5 )
29'-8
480C16-4
C
80Z16-5
1'-0 - 1'-0
LAP TYP U.N.
80C14-10
EI1
CL-4
1'04'0
80Z13-7 (U.N.)
(1) REQUIRED
1
80C16-4
SPBM3 (C8X11.5 )
1SPBM3
1SPBM2
1SPBM1
180Z16-12
180Z16-5
180Z16-4
180Z14-3
180Z13-7
180Z13-6
A
CL-2
(TYP)
A
E-12
80C14-10
RC2
80C16-4
RR1
680C14-10
QTYMARK
9'-010'-02
9'-020'-01
HEIGHTWIDTHMARK
2'-9
TYPESILL HEIGHT
(4) SDHHT5
(2) SDHHT5
CL-4
BRK2
RC1
SPBM1 ( C8X11.5 )
A
E-12
SECTION
(1) #12X 1 1/4 SDHH
(1) #12X 1 1/4 SDHH
PURLIN
80U2
CL-3
(2)1/2 X1 1/4A325T
(2)1/2 X1 1/4A325T
B
E-12
SECTION
(2)SDHHT5
SPBM-
CL-4
EI-
C
E-12
SECTION
(4)SDHHT5
(2)1/2X1 1/4A325T
CL-4
ERC-3
80U2 -20'-7 11/16
REINFORCING GIRT 80Z16-19X
NEED TO FILED NOTCH THE BACK LEG OF THE GIRT
DETAILD
E-12
(2)1/2X 1 1/4 A325T
RC1
1E80S5-6
A
E-15

0 DD / CAK 08/05/2015CLMRELEASED FOR CONSTRUCTION
SHEET:
M15K0363A E-10
HUGHES BUILDERS, INC.
MONTAGUE METAL PRODUCTS
4101 W. FRUITVAIL ROAD
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSMONTAGUE, MI 49437
(2) SDHHT5
DETAILB
E-10
SPBM1 (C8X11.5 )
80C14-1
(2) 1/2 X 1 1/4 A325T BOLTS
CL-3
CLB-1
AA
80Z13-1
EI3
(2 )1/2 X 1 1/4 A325T BOLTS
CL-4
SPBM1 ( C8X11.5 )
DETAILA
E-10
CL-4
( 2)SDHHT5
A - A
(2 )1/2 X 1 1/4 A325T BOLTS
CL-4
CL-4
80Z13-1
EI3
SPBM1 (C8X11.5 )
(2 )1/2 X 1 1/4 A325T BOLTS
( 2)1/2 X 1 1/4 A325T BOLTS
CLB-1

CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING.
THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME
BOLTS UNLESS NOTED.
(1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE
1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS
SHEET:
M15P0258A E-15
T&W CORPORATION
GREATER LAFAYETTE CHINESE ALLIAN
3501 W. 250 N.
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSWEST LAFAYETTE, IN 47906
OHB1
3'-0
LENGTH
OVERHANG
CL-2
(TYP)
27'-4
18'-98'-7
7'-63'-02'-25'-05'-04'-8
180Z14-1
180C16-1
180C14-14
480C14-8
180C14-7
180C14-6
180C14-5
480C14-4
480C14-3
QTYMARK
3'-43
19'-82
3'-41
WIDTHMARK
26'-0
100'-0
80Z16-7 (U.N.)
(3) REQUIRED
10'-6
80C14-7
80C16-1
80Z14-1
ER7( W12X14 )
7'-2
ENDWALL FRAMING ELEVATION AT LINE 6 BLDG 1
25'-0
CGC10
USE (6) #12X1 1/2 SDHHT5 FASTENERS FOR
ATTACHMENT OF CL-3 TO HSS TUBE. (TYP.)
1
80C14-8
OH80-1
24'-0
LENGTH
380Z16-127'-2 1/2
27'-6380Z16-77'-2 1/2
18'-9 1/8180Z16-610'-4 1/2
25'-7 1/4180Z16-57'-2 1/2
5OH80-124'-3280Z16-37'-2 1/2
QTYMARKLENGTHQTYMARK
PART LENGTH CHART
2'-84'-6
TYPESILL HEIGHTHEIGHT
1BR5-426'-9
1BR5-324'-3
280Z16-1810'-4 1/2
380Z16-173'-4
35'-8
34'-3
25'-0
27'-6
27'-0
SEE SHEET E-17 FOR
CORNER GIRT CONNECTION
EC3(W12X14)
A
80C14-8
1
80C14-4
80C14-3
OH80-1
80Z16-3 (U.N.)
(2) REQUIRED
80C14-8
80Z16-18
1
80C14-4
80C14-3
OH80-1
3'-4
80C14-8
80C14-4
OH80-1
EI5(W12X14)
1'-0 - 1'-0
LAP TYP U.N.
C
1
FB-1
FB-1
80C14-3
80Z16-12 (U.N.)
(3) REQUIRED
80C14-3
80Z16-5
ER4( W12X14 )
80Z16-18
CGC10
ER5( W12X14 )
25'-0
SBT-1000 (HSS8X6X 1/4)
PLANE ID: 1003
EI6(W10X22)
1'-0 - 1'-0
LAP TYP U.N.
F
GC-1
E-15
FB-2
FB-2
80C14-4
80C14-5
80Z16-17 (U.N.)
(3) REQUIRED
2
EI7(W10X22)
1'-6 - 1'-6
LAP TYP U.N.
GC-2
E-15
3
FB-2
FB-2
OH80-1
80C14-6
80C14-14
H
ER6( W12X26 )
CLV1-1
80U2-1X
80Z16-6
CL-15
CL-15
CL-15
GC-3
E-15
J
CL-2
EC4(W10X22)
3'-0
OVERHANG
OHB5
FUTURE BUILDING
58' W
31'4 EAVE HEIGHT
1:12 SLOPE
EI6
CANOPY BRACKET
80Z16-5
SBT-1000
(HSS8X6X 1/4 )
(2) 1/2 X 1 1/4 A325T
BOLTS
(3 )3/4 X 2 A325T
BOLTS
DETAIL
TUBE HEADER & GIRT CONNECTION TO CANOPY BEAM
GC-1
E-15
EI7
(2) 1/2 X 1 1/4 A325T
BOLTS
(3)3/4 X 2 A325T
BOLTS
SBT-1000
(HSS8X6X 1/4)
80C16-1
DETAIL
TUBE HEADER & "C" CONNECTION TO CANOPY BEAM
GC-2
E-15
EC4
REFER TO GC-5
ON E-18 FOR GIRT
CONNECTION DETAIL
CGC10
(2)1/2 X 1 1/4 A325T
BOLTS
80C16-1
80Z16-18
DETAIL
"C" CONNECTION TO CANOPY BEAM
GC-3
E-15

ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS
SHEET:
M15P0258A E-12
T&W CORPORATION
GREATER LAFAYETTE CHINESE ALLIAN
3501 W. 250 N.
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSWEST LAFAYETTE, IN 47906
25'-0
52'-0
ROOF FRAMING PLAN BLDG 2
25'-0
80Z12-3 (U.N.)
(3) REQUIRED
CL-12
CNP1
CNP1
BR5-13
1'-0
6'-0
SL
F
6.5
BR5-13
CL-12
PLANE ID: 1071
2'-6 - 2'-6
LAP TYP U.N.
H
CL-12
1'-0
26'-42BR5-13
28'-6380Z12-4
28'-6380Z12-3
25'-11 3/411B80C2-5
25'-11 3/411B80C2-3
LENGTHQTYMARK
PART LENGTH CHART
80Z12-4 (U.N.)
(3) REQUIRED
J
CNP1
52'-0
(3.6)FECO81 (3.6)FSF81 (3.6)FJ2 (3.6)TGT1 (19)TCGC
(3.6)THSRW1 (0.15)FEB-10.2 (2.6)GA-4
ROOF SHEETING @ 1071: (POWH)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
ROOF SHEETING PLAN BLDG 2
6'-0
3
(1)TRUECL
(0.4)TRU1
(0.5)80G6-20.0
(4)CL-21
(0.5)RSA-1
(0.4)RSF1
(0.4)FL258
(0.4)FJ2
(1)FL17
(1)TGE31R
(1)TRUECR
SL
PLANE ID: 1071
6.5
F
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
2'-0
(1)TRUECR
(0.4)TRU1
(0.5)80G6-20.0
(4)CL-21
(0.5)RSA-1
(0.4)RSF1
(0.4)FL258
(0.4)FJ2
(1)FL17
(1)TGE31L
(1)TRUECL
J
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
L3P26-1(5'-10)
52'-0
(3.6)FL2A11 (5.25)FL22A1-10.2
SOFFIT SHEETING PLAN-CANOPY
6'-0
11/2
F
6.5
SL
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
J
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)
A3P26-6(5'-101/2)

ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS
SHEET:
M15O8021A E-12
GENERAL STEEL CORPORATION
ABT DOCK ADDITION
1200 N MILWAUKEE AVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGLENVIEW, IL 60025
EXISTING
BUILDING
ENDWALL FRAMING ELEVATION AT LINE 1 BLDG 1
19'-3
97'-0
19'-3
80Z14-1 (U.N.)
(1) REQUIRED
19'-3
F E
2'-5
40C16-1 (U.N.)
(1) REQUIRED
F1
E-12
H
E-12
DET.
80Z14-12
EI2
RR1
RC1
P15
20'-0
PLANE ID: 1002
CD
CL-4
TYP.
EI1
CL-4
TYP. GEA-2
TYP.
80Z13-1 (U.N.)
(2) REQUIRED
EI4
LENGTHQTYMARK
EXISTING
BUILDING
19'-3
AB
F
E-12
DET.
80Z14-11
EI3
RR1
RC1
P16
80Z14-1 (U.N.)
(1) REQUIRED
2'-5
40C16-1 (U.N.)
(1) REQUIRED
11'-8180Z14-12
11'-8180Z14-11
18'-2 3/4280Z14-1
18'-11 3/4280Z13-1
6'-9 1/8240C16-1
22'-2
EXISTINGBUILDINGE.H.
PART LENGTH CHART
97'-0
48'-6
(5)GA-2 (9.75)FPEC1-10.2 (6.6)VFF7
(1)TRCF1-GSC (0.1)FEB-10.2
PLANE ID: 1002
ENDWALL SHEETING ELEVATION AT LINE 1 BLDG 1
28'-15/8
23'-1
(1)TRECL
(3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7
EXISTING
BUILDING
L3P26-18(3'-31/2)
L3P26-16(3'-71/4)
L3P26-15(3'-11)
L3P26-14(4'-23/4)
L3P26-13(4'-61/2)
L3P26-12(4'-101/4)
L3P26-2(5'-2)
L3P26-3(5'-53/4)
L3P26-4(5'-91/2)
L3P26-5(6'-11/4)
L3P26-6(6'-5)
L3P26-7(6'-83/4)
L3P26-8(7'-01/2)
L3P26-9(7'-41/4)
L3P26-10(7'-8)
L3P26-11(7'-113/4)
F
2'-5
5'-05/8
1/2
(0.4)FCR
22'-2
EXISTINGBUILDINGE.H.
48'-6
(3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7
L3P26-28(5'-7)
L3P26-27(5'-31/4)
L3P26-26(4'-111/2)
L3P26-25(4'-73/4)
L3P26-24(4'-4)
L3P26-23(4'-01/4)
L3P26-22(3'-81/2)
L3P26-17(3'-43/4)
L3P26-18(3'-31/2)
A
L3P26-36(8'-1)
L3P26-35(7'-91/4)
L3P26-34(7'-51/2)
L3P26-33(7'-13/4)
L3P26-32(6'-10)
L3P26-31(6'-61/4)
L3P26-30(6'-21/2)
L3P26-29(5'-103/4)
2'-5
EXISTING
BUILDING
2'-0
1/2
(0.4)FCR
(1)TRECR
FASTEN CEE TO ZEE W/
#12X 1 1/4 SDHHT4
SPECIAL GIRT CONNECTION
TYPICAL AT BOTH CORNERS
H
E-12
(2 )1/2 X 1 1/4 A325T
BOLTS
(2)1/2 X 1 1/4 A325T
BOLTS
RR1
P15
PL 1/8"X10 1/4
80Z14-12
40C16-1
CLB-1
FL 1/8"X3 1/2
80Z16-2
(4) #12x1 1/4 SDHH
40C16-1
(2 )1/2 X 1 1/4 A325T
BOLTS
SPECIAL CORNER CONNECTION
TYPICAL AT BOTH CORNERS
F
E-12
CLB-1
FL 1/8"X3 1/2
40C16-1
RC1
(4) #12x1 1/4 SDHH
(2)1/2 X 1 1/4 A325T
BOLTS
80Z16-5
F1
E-12
SECTION

CLIP MARK NUMBER IS: CL-15
3, 4
LOCATED ON ALL PURLINS ON FRAME LINES:
THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.
(2) 1/2 X 2 A325T
[A] AT NOTED LOCATIONS USE:
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
20 FEET OF A HIGHER STRUCTURE. INFORMATION PROVIDED TO THE
METAL BUILDING SUPPLIER DOES NOT INDICATE THE PRESENCE OF A
SHADOWING STRUCTURE WITHIN THIS 20 FEET WITH THE EXCEPTION OF
THE EXISTING BUILDING AT THE RIGHT ENDWALL. AS A RESULT, SNOW
SURCHARGES HAVE NOT BEEN CONSIDERED IN THIS
DESIGN WITH THE EXCEPTION OF THE ROOF AREA ADJACENT TO THE RIGHT ENDWALL.
SNOW SURCHARGE HAS BEEN CONSIDERED IN THE DESIGN OF JOB #M15O8021A. THE
MAXIMUM LENGTH OF THE UPPER BUILDING IS ASSUMED TO BE 608 FEET FOR
CALCULATING THE DRIFT LOADS ON THE LOWER BUILDING
LOADS DESIGNATED WITHIN CONTRACT SPECIFICATIONS DO NOT ALLOW FOR ANY TYPE
OF SUSPENDED SYSTEM OVER 1 PSF (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.)
SUSPENSION OF ANY LOAD INDUCING SYSTEM OVER 1 PSF IS EXPLICITLY PROHIBITED UNLESS
A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE.
1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS
SHEET:
M15O8021A E-10
GENERAL STEEL CORPORATION
ABT DOCK ADDITION
1200 N MILWAUKEE AVE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGLENVIEW, IL 60025
19'-319'-320'-019'-319'-3
B
E-10
A
E-10
ROOF FRAMING PLAN BLDG 1
A
B
C
D
E
F
8 17'-3 24'-0 24'-0 24'-0 24'-0 24'-0 14'-6 1'-6 31'-14BR5-217'-62080Z14-5
QTY
QTY
1080Z14-7
PLANE ID: 1005, 1004
87654321
19'-3
24'-0
CL-12
CL-12
BR5-3 BR5-3
PST1
AAA
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
BR5-3
BR5-3
80Z14-6 (U.N.)
(13) REQUIRED
GBB-1
SBC-3
80Z14-2 (U.N.)
(10) REQUIRED
A
BR5-2BR5-2
PST2
CL-12
CL-12
SBC-1
CL-12
CL-12
CLRB1
SBC-4
GBB-1
SBC-2
A
BR5-1
BR5-1
BR5-1 BR5-1
CLRB1
A
A
A
A
A
BR5-2
BR5-2
80Z14-7 (U.N.)
(10) REQUIRED
A
80Z14-8 (U.N.)
(10) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
A
CL-12
CL-12
A
CLRB1
A
CL-12
A
A
CL-12
A
A
A
CLRB1
A
A
A
A
A
24'-0
3'-0 - 3'-0
LAP TYP U.N.
8 17'-3
2'-6 - 2'-6
LAP TYP U.N.
2
80Z14-10 (U.N.)
(13) REQUIRED
1
80Z14-3 (U.N.)
(10) REQUIRED
24'-0
80Z14-7 (U.N.)
(10) REQUIRED
80Z14-9 (U.N.)
(10) REQUIRED3'-0 - 3'-0
LAP TYP U.N.
43
19'-3
80Z13-2 (U.N.)
(18) REQUIRED
A A A
BR5-2
BR5-2
80Z13-4 (U.N.)
(10) REQUIRED
BR5-3
3'-0 - 2'-0
LAP TYP U.N.
A
2'-6 - 2'-6
LAP TYP U.N.
A
BR5-2
CL-12
A
CLRB1
A
A
A
A
A
A
A
A
A
CL-12
BR5-1
BR5-1
CLRB1
A
A
BR5-2
19'-3
1080Z13-4
80Z14-4 (U.N.)
(20) REQUIRED
BR5-3
1'-6 - 2'-6
LAP TYP U.N.
A
A
A
1080Z14-3
1080Z13-5
1880Z13-3
MARK
1380Z14-6
2080Z14-4
1080Z14-2
A
1880Z13-2
MARKB
19'-320'-0
D
CL-12
CL-12
A
CL-12
CL-12
BR5-1
CLRB1
A
BR5-1
A
A
A
A
A
A
C
E
24'-0
80Z13-3 (U.N.)
(18) REQUIRED
24'-0
80Z13-5 (U.N.)
(10) REQUIRED3'-0 - 2'-0
LAP TYP U.N.
5
2'-6 - 2'-6
LAP TYP U.N.
BR5-3
6
14'-6 1'-6
80Z14-5 (U.N.)
(20) REQUIRED1'-6 - 2'-6
LAP TYP U.N.
BR5-3
F
87
30'-74BR5-330'-0
29'-6
29'-01080Z14-929'-0
LENGTHQTYMARKLENGTH
PART LENGTH CHART
30'-74BR5-320'-5
31'-14BR5-217'-6
26'-64BR5-129'-6
29'-01080Z14-829'-6
30'-01080Z14-729'-0
LENGTHQTYMARKLENGTH
PART LENGTH CHART
26'-64BR5-129'-6
20'-51380Z14-10
TYPICAL AT E,B
A
E-10
SECTION
A1
E-10
EI_
SBC-2 (C8x11.5)
(1)3/4 X2A325T
GBB-1
GBB-1
(1)1/2X 1 1/4 A325T
(FIELD DRILL)
SBC-2 (C8x11.5)
A1
E-10
SECTION
(2 )1/2 X 1 1/4 A325T
BOLTS
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL) CL-3
(2 )1/2 X 1 1/4 A325T
BOLTS
( 2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)
CL-3
B
E-10
SECTION
B1
E-10
SBC-4 (C8x11.5)
EI_
PST_
(1) 3/4X2 A325T
SBC-4 (C8x11.5)
( 2)1/2 X 1 1/4 A325T
BOLTS
B1
E-10
SECTION
CL-3
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)
CL-3
( 2)1/2 X 1 1/4 A325T
BOLTS
(1)1/2X1 1/4A325T
(FIELD DRILL)
PST_
(2)1/2 X 1 1/4 A325T
BOLTS
(FIELD DRILL)

CLIP MARK NUMBER IS: CL-15
4, 5, 6
LOCATED ON ALL PURLINS ON FRAME LINES:
THIS ROOF SYSTEM DESIGN USED WEB CRIPPLING CLIPS INSTALLED AS SHOWN IN SECTION RF53/ BA.
BOLTS UNLESS NOTED.
(2) 1/2 X 1 1/4 A325T
NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW
0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-11
MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS
7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
1'-0
1'-0
CL-12
CL-12
CL-12
CL-12
60'-0
20'-020'-020'-0
F
A
D
C
ROOF FRAMING PLAN
200'-0
25'-0
60'-0
15'-0
200'-0
25'-0
BR5-7
BR5-6
BR5-8
BR5-7
BR5-6
25'-0
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-13 (U.N.)
(6) REQUIRED
80Z16-5 (U.N.)
(6) REQUIRED
80Z13-1 (U.N.)
(6) REQUIRED
2'-0 - 4'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
24'-0 25'-0
321
CL-12
CL-12
CL-12
CL-12
BR5-2BR5-2
BR5-5
BR5-3
BR5-4
BR5-3
CLRB05
BR5-3
BR5-2
BR5-4
BR5-3
BR5-2
BR5-5
CL-12
CL-12
CL-12
CL-12
CLRB05
25'-0
PLANE ID: 1005, 1004
54
BR5-6
CL-12
CL-12
CL-12
CL-12
CLRB05
CLRB05
CL-12 BR5-8
CL-12
BR5-7
CL-12
BR5-6
BR5-8 BR5-8
CLRB05
CL-12
BR5-7
25'-0
80Z16-16 (U.N.)
(6) REQUIRED
25'-024'-0
1 2 3
2'-0 - 4'-0
LAP TYP U.N.
2'-6 - 2'-6
LAP TYP U.N.
80Z13-4 (U.N.)
(6) REQUIRED
80Z16-6 (U.N.)
(6) REQUIRED
25'-0
4 5
3'-0 - 3'-0
LAP TYP U.N.
3'-0 - 3'-0
LAP TYP U.N.
80Z16-10 (U.N.)
(6) REQUIRED
80Z16-10 (U.N.)
(6) REQUIRED
24'-0
PART LENGTH CHART
80Z13-2 (U.N.)
(6) REQUIRED
80Z15-6 (U.N.)
(6) REQUIRED
80Z16-14 (U.N.)
(6) REQUIRED
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-0
LAP TYP U.N.
3'-6 - 2'-0
LAP TYP U.N.
A
E-11
BR5-3
BR5-5
25'-0
BR5-8
BR5-7
BR5-6
BR5-529'-6680Z15-6
28'-22BR5-428'-10680Z13-2
25'-24BR5-329'-0680Z13-1
LENGTHQTYMARKLENGTHQTYMARK
PART LENGTH CHART
680Z16-16
680Z16-15
1280Z16-10
680Z16-6
680Z15-7
180Z13-5
680Z13-4
580Z13-3
QTYMARK
876
26'-64BR5-2
30'-0680Z16-14
30'-6680Z16-13
31'-01280Z16-10
29'-6680Z16-5
29'-12
26'-22
27'-52
25'-0
28'-02
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CL-12
CLRB05
CL-12
CL-12
CL-12
CL-12
CLRB05
30'-6
29'-12BR5-830'-0
26'-22BR5-731'-0
27'-52BR5-629'-6
28'-02BR5-529'-6
28'-22BR5-428'-9 7/8
25'-24BR5-329'-0
26'-64BR5-228'-10
LENGTHQTYMARKLENGTH
9
1'-0
30'-0
BR5-2BR5-2
4
CL-12
CL-12
BR5-3
BR5-4BR5-5
B
E-11
CL-12
CL-12
BR5-3 BR5-3
BR5-2
BR5-2
BR5-4
CLRB05
15'-0
A
B
E
1'-024'-025'-025'-0
6 7 8 9
4
4
3'-0 - 3'-0
LAP TYP U.N.
2'-6 - 2'-0
LAP TYP U.N.
3'-6 - 2'-0
LAP TYP U.N.
F
80Z16-15 (U.N.)
(6) REQUIRED
80Z15-7 (U.N.)
(6) REQUIRED
80Z13-3 (U.N.)
(6) REQUIRED

2"3/16
2"3/16
BRACED SPANDREL BEAM AT EVERY 3'0".
0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION
SHEET:
M15P0259A E-14
MYERS CONSTRUCTION MANAGE
APPLIED FABRICATORS
7128 WEST COUNTY ROAD 200 NORTH
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGREENFIELD, IN 46140
22'-6
26'-3
25'-0
22'-6
60'-0
30'-0
PLANE ID: 1038
OPEN FOR MASONRY
15'-0
EI3
EC2
A B
1'-3
3'-9
SPBM2 ER3
15'-0
13'-7 1/82SPBM2
LENGTHQTYMARK
PART LENGTH CHART
EC2
EI4
FE
QTY
PART LENGTH CHART
MZC2
(TYP)
MZC2
(TYP)
MZB1
SPBM2
ER2
MZC2
(TYP)
MZC2
(TYP)
SPBM2
MARK
13'-7 1/82
LENGTH

ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE
ERECTION NOTE!!!
ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.
ERECTION NOTE!!!
1 DD / DSP 06/17/2015SJRELEASED FOR CONSTRUCTION 0 KKB / KKB 06/04/2015SJRELEASED FOR PERMITS
SHEET:
M15N0247A E-08
KELLER INC
LAMERS BUS LINES
HWY 153 MOSINEE
DRAWING STATUS:
FOR CONSTRUCTION
JOB NUMBER:
DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSASHLEY, WI 54455
FRONT ROOF SHEETING PLAN
98'-0
33'-63/8
(13.5)RJF1 (6.8)RFE1 (0.923)FEB-10.2 (2)RFEC1
ROOF SHEETING @ 1004: (ALCT)
PLANE ID: 1004
S3P24-3(33'-53/8)
(0.6)FJ2 (0.6)TGT1 (0.9)KTSET1-10.2 (0.4)FL9A11(1)GE1R
(1)TCB1R
(1)TRECRC
S3P24-3(33'-53/8)
1
(2.4)TR1S
(0.066)FEB-10.2
(1.75)GA-7
(2.4)RSF1
(2.4)FL258
(2.4)FJ2
A
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(0.2)FEB-10.2
(1)TRC1S1C-ABC
GA-1 WAS PROVIDED AT EAVE
FOR ROOF INSULATION LINER(BY OTHERS)
TO ATTACH TO.
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(6.3)TGT1 (9.3)KTSET1-10.2
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
4
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
17'-63/8
33'-63/8
SHEETINGPACKAGE:SP1041(LTBZ)
PLANEID:1004
FRONT ROOF SOFFIT PANEL
A
16'-0
L3P26-1(17'-811/16)
L3P26-1(17'-811/16)
6'-0 OVERHANG
L3P26-2(16'-13/4)
L3P26-2(16'-13/4)
98'-0
33'-63/8
(2.4)TR1S
(0.066)FEB-10.2
(1.75)GA-7
(2.4)RSF1
(2.4)FL258
(2.4)FJ2
(0.6)FJ2 (0.6)TGT1 (0.9)KTSET1-10.2 (0.4)FL9A11
S3P24-3(33'-53/8)
(2.4)FL2A0
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(1)GE1L
(1)TCB1L
(1)TRECLC
F
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
5
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
S3P24-3(33'-53/8)
(6.3)TGT1 (9.3)KTSET1-10.2
REAR ROOF SHEETING PLAN
4
ROOF SHEETING @ 1005: (ALCT)
PLANE ID: 1005
17'-63/8
33'-63/8
F
SHEETINGPACKAGE:SP1042(LTBZ)
L3P26-1(17'-811/16)
L3P26-1(17'-811/16)
REAR ROOF SOFFIT PANEL
PLANEID:1005
16'-0
6'-0 OVERHANG
(0.4)RLF1
L3P26-5(16'-15/8)
L3P26-5(16'-15/8)
(2.4)FL2A0

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