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 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

WOOD STRUCTURE

WOOD STRUCTUREGALBED 50'X42'X10'EH=10'0LOWER BUILDING

BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOWSURCHARGES 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 SHADOWINGSTRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.


1'-0

OV

ER

HA

NG

1'-0

OV

ER

HA

NG

80Z16-5 (U.N.)(7) REQUIRED


3'-0 - 3'-0LAP 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'-0

OV

ER

HA

NG

50'-0

16'-8

16'-8

16'-8

A

C

B

1'-0

OV

ER

HA

NG

1'-0 24'-0 24'-0 1'-0 27'-4780Z16-5

AE-05

SBC-1


50'-0

PLANE ID: 1005, 1004

321

3'-0 - 3'-0LAP 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


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


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

BE-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'-0321

STRAP PLATE BETWEEN PURLINS(NOT BY ABC)

AE-05

SECTION

8" MASONRY(NOT BY ABC)

EMBED PLATE(NOT BY ABC)

ENDWALL RAFTERER-

CHANNELSBC-(C8X11.5)

8" MASONRY(NOT BY ABC)

(2) 1/2 X 1 1/4 A325TPURLIN BOLTS

ENDWALL RAFTERER-

CHANNELSBC-(C8X11.5)

80Z16-PURLIN

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS

SHEET:

M15C0488A E-05BLACK SWAMP STEEL

MILLER GYM22494 C. R. 8

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 46.0 BIM: 20CSOFTWARE VERSIONSARCHBOLD, OH 43502

ROOF FRAMING PLAN

PURLIN TO RAFTER CONNECTIONB

E-05SECTION

BOLTS UNLESS NOTED. (2) 1/2 X 1 1/4 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE


WOOD STRUCTURE


BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOWSURCHARGES 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 SHADOWINGSTRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / MDB 10/21/2015SMFOR CONSTRUCTION 0 DAW / DAW 09/29/2015SMPERMITS

SHEET:

M15C0488A E-06BLACK SWAMP STEEL

MILLER GYM22494 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'-0

OV

ER

HA

NG

1'-0

OV

ER

HA

NG

50'-0

16'-8

50'-0

16'-8

50'-0

24'-0

50'-0

24'-0

16'-8


1'-0

OV

ER

HA

NG

A

16'-8

WOOD STRUCTUREGALBED 50'X42'X10'6:12EH=10'0LOWER BUILDING

C

B

1

1'-0

1'-0

OV

ER

HA

NG

D

1'-01

16'-8

24'-0

PLANE ID: 1005, 1004

2

EAVE STRUT LINE (SEE S.W.)A

3

1'-0

16'-8

B

C

24'-0


21'-0


D

3

REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION 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.

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JSM 09/30/2015MJDFOR CONSTRUCTION

SHEET:

M15G0440A E-07JANS 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'-1

0

2'-1

0

3'-4

NOTE:USE #12X2 SDHH AT WALL PANEL ATTACHMENT LOCATIONS.

CC2(TYP)

CLV1-2 CLV1-2CLV1-2

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'-6

4'-0

4'-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) REQUIRED80Z16-1 (U.N.)(2) REQUIRED

80C14-9

1 80C

14-3

80C

14-3

80Z12-1

80Z16-4

EC

2GEA-6(TYP)

CL-4(TYP)

14'-6

80Z16-5 (U.N.)(1) REQUIRED80Z16-5 (U.N.)(1) REQUIRED

80C14-10 80Z15-1

CL-4(TYP)

GEA-6(TYP)

2

80C

14-1

80C

14-1

80Z16-3

80Z16-2

ER1

80C14-10

12C12-1

EC

1

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

AE-07

USE FL18 AT COLUMNS REFER TO SED LP42R/AB

ENDWALL SHEETING ELEVATION AT LINE 1

15'-1

0

13'-0

2'-1

0

1/2

11/

2

1/2


3'-02

10'-41

WIDTHMARK

(1)F

CR

(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

L3P

24-7

(16

'-1

1/8)

L3P

24-6

(15

'-7

1/8

)

L3P

24-5

(15

'-1

1/8

)

L3P

24-4

(14

'-7

1/8)

L3P

24-3

(14

'-1

1/8)

L3P

24-2

(13

'-7

1/8

)

(0.5)80C16-240N (0.6)VFF7 (1)80C16-240N (1.2)VFF7

A

2

L3P

24-1

3 (

13'-7

3

/8)

L3P

24-1

2 (

13'-9

3/

8)

L3P

24-1

1 (

14'-3

3

/8)

L3P

24-1

0 (

14'-9

3/

8)

L3P

24-9

(15

'-3

3/8)

L3P

24-8

(15

'-9

3/8

)

2'-0

(1)F

CR

(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)F

L3A

0

ENDWALL LINER SHEEING ELEVATION AT LINE 1

13'-0

AE-07

34'-0

PLANE ID: 1002

(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2

A

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

1

(1)F

L3A

0

(1.2)LCF2 (1)GA-1 (1)FL2V5 (2)PF95-7.8 (1)GA-2

C

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

2

L3P

29-1

(13

'-0)

L3P

29-1

(13

'-0)

L3P

29-1

(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

BE-07

ENDWALL FRAMING ELEVATION AT LINE 1

DETAILBE-07

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / AW 09/09/2015MJDFor Construction

SHEET:

M15N0391A E-13KELLER, INC.

K 5 PROPERTIES LLCW914 COUNTY ROAD CE

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSBRODHEAD , WI 53520

(2) 1/2 X 1 1/4 A325T

(2) 1/2 X 1 1/4 A325T

JAMB80C12-1

JAMB80C12-2

80Z16-5X

(2) 1/2 X 1 1/4 A325T

CL-3

PR1

HEADER80C14-5

HEADER80C14-5

CL-3CL-3

1E80S2-1

(2) 1/2 X 1 1/4 BHB

(2) 1/2 X 1 1/4 A325T

(2) 1/2 X 1 1/4 BHB

AE-13

SECTION

80Z16-6CONNECT TO COLUMN W/ CL-4 CLIP & GEA-6(EACH END)

REINFORCING GIRT80Z16-5X

JAMB80C14-1

EAVE STRUT1E80S2-3

ER1

HEADER80C14-4

HEADER80C14-4

(2) 1/2 X 1 1/4 BHB

(2) 1/2 X 1 1/4 A325T

(2) 1/2 X 1 1/4 A325T

JAMB CONNECTIONSB

E-13DOUBLE JAMB SECTION

CL-3

JAMB80C14-2

(2) 1/2 X 1 1/4 A325T

(2) 1/2 X 1 1/4 BHB

(2) 1/2 X 1 1/4 A325T

CL-3

CL-3

(2) 1/2 X 1 1/4 A325T

CL-3

BOLTS UNLESS NOTED. (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DENOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

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.

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / MDB 08/21/2015MJDRELEASED FOR CONSTRUCTION 0 KEB / BJC 08/07/2015MJDRELEASED FOR PERMITS

SHEET:

M15P0383A E-12WITWER CONSTRUCTION, INC

SNELL INVESTMENT 3525 METRO DRIVE

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSFORT WAYNE, IN 46818

DE-12

AE

-1219

'-8

18'-0

1'-8

7'-6

1'-6

3'-6

7'-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-480U2 - 20'-8 5/16

BE

-12

ERC-180U2 - 18'-2 1/4ERC-3

80U2 - 20'-7 11/16

ERC-280U2 - 18'-2 1/4

CL18-1.6 5/8CL18-1.6 5/8

29'-8

40'-0

G

1

80C

16-4

80C

16-4

80C

14-1

0

80Z16-4

SPBM1 ( C8X11.5 )

RC

1

RR1

CL-2(TYP)


PLANE ID: 1002

E

CE

-12

80Z16-12

1'-0 - 1'-0LAP TYP U.N.

80C

14-1

0

EI1

CL-4

4'01'0


2

80C

14-1

0

80C

14-1

0

SPBM2 ( C8X11.5 )

29'-8

480C16-4

C

80Z16-5

1'-0 - 1'-0LAP TYP U.N.

80C

14-1

0

EI1

CL-4

1'04'0


1

80C

16-4

SPBM3 ( C8X11.5 )

1SPBM3

1SPBM2

1SPBM1

180Z16-12

180Z16-5

180Z16-4

180Z14-3

180Z13-7

180Z13-6

A

CL-2(TYP)

AE

-12

80C

14-1

0

RC

2

80C

16-4

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 )

AE-12

SECTION

(1) #12X 1 1/4 SDHH

(1) #12X 1 1/4 SDHHPURLIN

80U2

CL-3

(2) 1/2 X 1 1/4 A325T

(2) 1/2 X 1 1/4 A325T

BE-12

SECTION

(2) SDHHT5

SPBM-

CL-4

EI-

CE-12

SECTION

(4) SDHHT5

(2) 1/2 X 1 1/4 A325T

CL-4

ERC-380U2 - 20'-7 11/16

REINFORCING GIRT 80Z16-19XNEED TO FILED NOTCH THE BACK LEG OF THE GIRT

DETAILDE-12

(2) 1/2 X 1 1/4 A325T

RC1

1E80S5-6

AE

-15


NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / CAK 08/05/2015CLMRELEASED FOR CONSTRUCTION

SHEET:

M15K0363A E-10HUGHES BUILDERS, INC.

MONTAGUE METAL PRODUCTS4101 W. FRUITVAIL ROAD

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 44.0 BIM: 20CSOFTWARE VERSIONSMONTAGUE, MI 49437

( 2 ) SDHHT5

DETAILBE-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 )

DETAILAE-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 DENOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS

SHEET:

M15P0258A E-15T&W CORPORATION

GREATER LAFAYETTE CHINESE ALLIAN3501 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'-9

8'-7

7'-6

3'-0

2'-2

5'-0

5'-0

4'-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


10'-6

80C

14-7

80C16-1

80Z14-1

ER7 ( W12X14 )

7'-2

ENDWALL FRAMING ELEVATION AT LINE 6 BLDG 1

25'-0

CGC10USE (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 FORCORNER GIRT CONNECTION

EC

3(W

12X

14)

A

80C14-8

1

80C

14-4

80C

14-3

OH80-1


80C14-8

80Z16-18

1

80C

14-4

80C

14-3

OH80-1

3'-4

80C14-8

80C

14-4

OH80-1

EI5

(W12

X14

)

1'-0 - 1'-0LAP TYP U.N.

C

1

FB-1

FB-1

80C

14-3


80C

14-3

80Z16-5

ER4 ( W12X14 )80Z16-18

CGC10

ER5 ( W12X14 )

25'-0

SBT-1000 ( HSS8X6X 1/4 )

PLANE ID: 1003

EI6

(W10

X22

)

1'-0 - 1'-0LAP TYP U.N.

F

GC-1E-15

FB-2

FB-2

80C

14-4

80C

14-5


2

EI7

(W10

X22

)

1'-6 - 1'-6LAP TYP U.N.

GC-2E-15

3

FB-2

FB-2

OH80-1

80C

14-6

80C

14-1

4

H

ER6 ( W12X26 )

CLV1-1

80U2-1X

80Z16-6

CL-15

CL-15

CL-15

GC-3E-15

J

CL-2

EC

4(W

10X

22)

3'-0

OVERHANG

OHB5

FUTURE BUILDING58' W 31'4 EAVE HEIGHT1:12 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

DETAILTUBE HEADER & GIRT CONNECTION TO CANOPY BEAM

GC-1E-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

DETAILTUBE HEADER & "C" CONNECTION TO CANOPY BEAM

GC-2E-15

EC4

REFER TO GC-5ON 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-3E-15

REQUIRED FASTENER LAYOUT DETAILS.ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!


NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / SB 07/22/2015SMRELEASED FOR CONSTRUCTION 0 DAW / DAW 06/17/2015SMRELEASED FOR PERMITS

SHEET:

M15P0258A E-12T&W CORPORATION

GREATER LAFAYETTE CHINESE ALLIAN3501 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


CL-12

CN

P1

CN

P1

BR5-13

1'-0

6'-0

SL

F

6.5

BR5-13

CL-12

PLANE ID: 1071

2'-6 - 2'-6LAP 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


J

CN

P1

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)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(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

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(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

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

L3P

26-1

(5'

-10

)

52'-0

(3.6)FL2A11 (5.25)FL22A1-10.2

SOFFIT SHEETING PLAN-CANOPY

6'-0

11/

2

F

6.5

SL

A3P

26-6

(5'

-10

1/2)

A3P

26-6

(5'

-10

1/2)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

J

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

A3P

26-6

(5'

-10

1/2

)

REQUIRED FASTENER LAYOUT DETAILS.ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS

SHEET:

M15O8021A E-12GENERAL STEEL CORPORATION

ABT DOCK ADDITION1200 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


19'-3

F E

2'-5

40C16-1 (U.N.)(1) REQUIRED

F1E-12

HE-12

DET.

80Z14-12

EI2

RR1

RC

1

P15

20'-0

PLANE ID: 1002

CD

CL-4TYP.

EI1

CL-4TYP. GEA-2

TYP.


EI4

LENGTHQTYMARK

EXISTING BUILDING

19'-3

AB

FE-12

DET.

80Z14-11

EI3

RR1

RC

1

P16


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

EX

IST

ING

BU

ILD

ING

E.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'-1

5/8

23'-1

(1)TRECL (3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7

EXISTING BUILDING

L3P

26-1

8 (

3'-3

1/

2)

L3P

26-1

6 (

3'-7

1/

4)

L3P

26-1

5 (

3'-1

1)

L3P

26-1

4 (

4'-2

3/

4)

L3P

26-1

3 (

4'-6

1/

2)

L3P

26-1

2 (

4'-1

0 1/

4)

L3P

26-2

(5'

-2)

L3P

26-3

(5'

-5

3/4)

L3P

26-4

(5'

-9

1/2)

L3P

26-5

(6'

-1

1/4)

L3P

26-6

(6'

-5)

L3P

26-7

(6'

-8

3/4)

L3P

26-8

(7'

-0

1/2)

L3P

26-9

(7'

-4

1/4)

L3P

26-1

0 (

7'-8

)

L3P

26-1

1 (

7'-1

1 3/

4)

F

2'-5

5'-0

5/8

1/2

(0.4

)FC

R

22'-2

EX

IST

ING

BU

ILD

ING

E.H

.

48'-6

(3.4)FR1 (0.15)FEB-10.2 (2.5)GA-7

L3P

26-2

8 (

5'-7

)

L3P

26-2

7 (

5'-3

1/

4)

L3P

26-2

6 (

4'-1

1 1/

2)

L3P

26-2

5 (

4'-7

3/

4)

L3P

26-2

4 (

4'-4

)

L3P

26-2

3 (

4'-0

1

/4)

L3P

26-2

2 (

3'-8

1/

2)

L3P

26-1

7 (

3'-4

3/

4)

L3P

26-1

8 (

3'-3

1/

2)

A

L3P

26-3

6 (

8'-1

)

L3P

26-3

5 (

7'-9

1/

4)

L3P

26-3

4 (

7'-5

1/

2)

L3P

26-3

3 (

7'-1

3/

4)

L3P

26-3

2 (

6'-1

0)

L3P

26-3

1 (

6'-6

1/

4)

L3P

26-3

0 (

6'-2

1/

2)

L3P

26-2

9 (

5'-1

0 3

/4)

2'-5 EXISTING

BUILDING

2'-0

1/2

(0.4

)FC

R

(1)TRECR

FASTEN CEE TO ZEE W/#12X 1 1/4 SDHHT4

SPECIAL GIRT CONNECTIONTYPICAL AT BOTH CORNERS

HE-12

( 2 ) 1/2 X 1 1/4 A325TBOLTS

( 2 ) 1/2 X 1 1/4 A325TBOLTS

RR1

P15PL 1/8"X10 1/4

80Z14-12

40C16-1

CLB-1FL 1/8"X3 1/2

80Z16-2

(4) #12x1 1/4 SDHH

40C16-1( 2 ) 1/2 X 1 1/4 A325TBOLTS

SPECIAL CORNER CONNECTIONTYPICAL AT BOTH CORNERS

FE-12

CLB-1FL 1/8"X3 1/2 40C16-1

RC1

(4) #12x1 1/4 SDHH

( 2 ) 1/2 X 1 1/4 A325TBOLTS

80Z16-5

F1E-12

SECTION


CLIP MARK NUMBER IS: CL-153, 4LOCATED 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 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW

SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN20 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 OFTHE 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 TYPEOF 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.

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / ASK 08/05/2015SJRELEASED FOR CONSTRUCTION 0 JSH / JAW 04/10/2015MLCPERMITS

SHEET:

M15O8021A E-10GENERAL STEEL CORPORATION

ABT DOCK ADDITION1200 N MILWAUKEE AVE

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSGLENVIEW, IL 60025

19'-3

19'-3

20'-0

19'-3

19'-3

BE-10

AE-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

A A A

3'-0 - 3'-0LAP TYP U.N.

2'-6 - 2'-6LAP TYP U.N.

BR5-3BR5-3


GBB-1

SB

C-3


A BR5-2BR5-2

PST2

CL-12

CL-12

SB

C-1

CL-12

CL-12

CLR

B1

SB

C-4

GBB-1 SB

C-2

A

BR5-1BR5-1

BR5-1 BR5-1

CLR

B1

A

A

A

A

A BR5-2

BR5-2


A


3'-0 - 3'-0LAP TYP U.N.

A

CL-12

CL-12

A CLR

B1

A

CL-12

A

A

CL-12

A

A

A CLR

B1

A

A

A

A

A

24'-0

3'-0 - 3'-0LAP TYP U.N.

8 17'-3

2'-6 - 2'-6LAP TYP U.N.

2

80Z14-10 (U.N.)(13) REQUIRED

1


24'-0


80Z14-9 (U.N.)(10) REQUIRED3'-0 - 3'-0

LAP TYP U.N.

43

19'-3


A A A

BR5-2

BR5-2


BR5-3

3'-0 - 2'-0LAP TYP U.N.

A

2'-6 - 2'-6LAP TYP U.N.

A BR5-2

CL-12

A CLR

B1

A

A

A

A

A

A

A

A

A

CL-12

BR5-1

BR5-1

CLR

B1

A

A BR5-2

19'-3

1080Z13-4


BR5-3

1'-6 - 2'-6LAP TYP U.N.

A

A

A

1080Z14-3

1080Z13-5

1880Z13-3

MARK

1380Z14-6

2080Z14-4

1080Z14-2

A

1880Z13-2

MARKB

19'-3

20'-0

D

CL-12

CL-12

A

CL-12

CL-12

BR5-1

CLR

B1

A

BR5-1

A

A

A

A

A

A

C

E

24'-0


24'-0

80Z13-5 (U.N.)(10) REQUIRED3'-0 - 2'-0

LAP TYP U.N.

5

2'-6 - 2'-6LAP TYP U.N.

BR5-3

614'-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,BA

E-10SECTION

A1

E-1

0

EI_SBC-2 (C8x11.5)

(1) 3/4 X 2 A325T

GBB-1

GBB-1

(1) 1/2 X 1 1/4 A325T(FIELD DRILL)

SBC-2 (C8x11.5)

A1E-10

SECTION

( 2 ) 1/2 X 1 1/4 A325TBOLTS

( 2 ) 1/2 X 1 1/4 A325TBOLTS(FIELD DRILL) CL-3

( 2 ) 1/2 X 1 1/4 A325TBOLTS

( 2 ) 1/2 X 1 1/4 A325TBOLTS(FIELD DRILL)

CL-3

BE-10

SECTION

B1

E-1

0

SBC-4 (C8x11.5)

EI_

PST_

(1) 3/4 X 2 A325T

SBC-4 (C8x11.5)

( 2 ) 1/2 X 1 1/4 A325TBOLTS

B1E-10

SECTION

CL-3


CL-3

( 2 ) 1/2 X 1 1/4 A325TBOLTS

(1) 1/2 X 1 1/4 A325T(FIELD DRILL)

PST_



CLIP MARK NUMBER IS: CL-154, 5, 6LOCATED 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 A325TNOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE 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 SHADOWINGSTRUCTURE WITHIN THIS 20 FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN.

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION

SHEET:

M15P0259A E-11MYERS CONSTRUCTION MANAGE

APPLIED FABRICATORS7128 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'-0

20'-0

20'-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






2'-0 - 4'-0LAP TYP U.N.

2'-6 - 2'-6LAP TYP U.N.

3'-0 - 3'-0LAP TYP U.N.

3'-0 - 3'-0LAP 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

CLR

B05

BR5-3

BR5-2

BR5-4

BR5-3

BR5-2

BR5-5

CL-12

CL-12

CL-12

CL-12

CLR

B05

25'-0

PLANE ID: 1005, 1004

54

BR5-6

CL-12

CL-12

CL-12

CL-12

CLR

B05

CLR

B05

CL-12 BR5-8


CL-12BR5-7

CL-12

BR5-6

BR5-8 BR5-8

CLR

B05

CL-12

BR5-7

25'-0


25'-024'-01 2 3

2'-0 - 4'-0LAP TYP U.N.

2'-6 - 2'-6LAP TYP U.N.



25'-04 5

3'-0 - 3'-0LAP TYP U.N.

3'-0 - 3'-0LAP TYP U.N.




24'-0

PART LENGTH CHART




3'-0 - 3'-0LAP TYP U.N.

2'-6 - 2'-0LAP TYP U.N.

3'-6 - 2'-0LAP TYP U.N.

AE

-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

CLR

B05

CL-12

CL-12

CL-12

CL-12

CLR

B05

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-12BR5-3

BR5-4BR5-5

BE-11

CL-12CL-12

BR5-3 BR5-3

BR5-2BR5-2

BR5-4

CLR

B05

15'-0

A

B

E

1'-024'-025'-025'-06 7 8 9

4

4

3'-0 - 3'-0LAP TYP U.N.

2'-6 - 2'-0LAP TYP U.N.

3'-6 - 2'-0LAP TYP U.N.

F




2"3/16

2"3/16

BRACED SPANDREL BEAM AT EVERY 3'0".

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE0 DD / JAJ 06/24/2015SMRELEASED FOR CONSTRUCTION

SHEET:

M15P0259A E-14MYERS CONSTRUCTION MANAGE

APPLIED FABRICATORS7128 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

EC

2

A B

1'-3

3'-9

SPBM2 ER3

15'-0

13'-7 1/82SPBM2

LENGTHQTYMARK

PART LENGTH CHART

EC

2

EI4

FE

QTY

PART LENGTH CHART

MZC2(TYP)

MZC2(TYP)

MZB1

SPBM2ER2

MZC2(TYP)

MZC2(TYP)

SPBM2

MARK13'-7 1/82

LENGTH

REQUIRED FASTENER LAYOUT DETAILS.ALL ROOF PANELS MUST BE FASTENED TO ALL PURLINS (PARTIAL BAY OR FULL BAY) ACCORDING TO THEERECTION NOTE!!!

ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS.ERECTION NOTE!!!

NO DWN: / CKD: ENGR DATERELEASE / REVISION NO RELEASE / REVISION DWN: / CKD: ENGR DATE1 DD / DSP 06/17/2015SJRELEASED FOR CONSTRUCTION 0 KKB / KKB 06/04/2015SJRELEASED FOR PERMITS

SHEET:

M15N0247A E-08KELLER INC

LAMERS BUS LINESHWY 153 MOSINEE

DRAWING STATUS:

FOR CONSTRUCTION

JOB NUMBER:

DESIGN: MSA 44.0 BIM: 20BSOFTWARE VERSIONSASHLEY, WI 54455

FRONT ROOF SHEETING PLAN

98'-033

'-63

/8

(13.5)RJF1 (6.8)RFE1 (0.923)FEB-10.2 (2)RFEC1

ROOF SHEETING @ 1004: (ALCT)

PLANE ID: 1004

S3P

24-3

(33

'-5

3/8

)

(0.6)FJ2 (0.6)TGT1 (0.9)KTSET1-10.2 (0.4)FL9A11 (1)GE1R(1)TCB1R(1)TRECRC

S3P

24-3

(33

'-5

3/8

)

1

(2.4)TR1S(0.066)FEB-10.2(1.75)GA-7(2.4)RSF1(2.4)FL258(2.4)FJ2

A

S3P

24-3

(33

'-5

3/8

)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)

(0.2)FEB-10.2(1)TRC1S1C-ABC

GA-1 WAS PROVIDED AT EAVE FOR ROOF INSULATION LINER(BY OTHERS) TO ATTACH TO.

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)

(6.3)TGT1 (9.3)KTSET1-10.2

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

5

4

S3P

24-3

(33

'-5

3/8

)S

3P24

-3 (

33'-5

3/

8)

S3P

24-3

(33

'-5

3/8

)

5

17'-6

3/8

33'-6

3/8

SH

EE

TIN

G P

AC

KA

GE

: SP

1041

(LT

BZ

)

PLA

NE

ID: 1

004

FRONT ROOF SOFFIT PANEL

A

16'-0

L3P

26-1

(17

'-8

11/1

6)

L3P

26-1

(17

'-8

11/1

6)

6'-0 OVERHANG

L3P

26-2

(16

'-1

3/4

)

L3P

26-2

(16

'-1

3/4

)

98'-0

33'-6

3/8

(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

S3P

24-3

(33

'-5

3/8)

(2.4)FL2A0

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

(1)GE1L(1)TCB1L(1)TRECLC

F

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

5

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

S3P

24-3

(33

'-5

3/8)

(6.3)TGT1 (9.3)KTSET1-10.2

REAR ROOF SHEETING PLAN

4

ROOF SHEETING @ 1005: (ALCT)

PLANE ID: 1005

17'-6

3/8

33'-6

3/8

F

SH

EE

TIN

G P

AC

KA

GE

: SP

1042

(LT

BZ

)

L3P

26-1

(17

'-8

11/1

6)

L3P

26-1

(17

'-8

11/1

6)

REAR ROOF SOFFIT PANEL

PLA

NE

ID: 1

005

16'-0

6'-0 OVERHANG

(0.4)RLF1

L3P

26-5

(16

'-1

5/8)

L3P

26-5

(16

'-1

5/8)

(2.4)FL2A0

Construction drawings

Documents

Transcript of Construction drawings