c1...width 4" - 4 7/8" 5" - 5 7/8" 6" - 7 7/8" 8" - 16 3/8" - represents left (tag) end joist...

D2

DRAWINGS INDEXSHEET NUMBER DRAWING TITLEC1 COVER SHEET / GENERAL NOTES

D1 SECOND FLOOR - DECKING PLANROOF - DECKING PLAN

J1 ROOF - FRAMING PLAN

ST1 STUD GENERAL NOTESST2 SECOND FLOOR - STUD LAYOUT

C1

JOIST\BRIDGING PRIMER U.N.O.

DETAILED BY:

CHECKED BY:

SALE

S O

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E N

O.

34

621

Mai

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825

607.

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9000

607.

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9001

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L AI

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034-

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TRC

402-844-2536

402-844-2536

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DESC

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DAT

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t.com

Made

in U

SA

09/09/2019

09/11/2019

Travis.Christiansen@nucor***


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DANGERA FALL CAUSING SERIOUS INJURY OR

DEATH MAY RESULT FROM FAILURE TOFOLLOW ALL SAFETY PRECAUTIONS

Joists HAVE NOT been designed forstability or to support your weight withoutbridging installed.DO NOT WALK, STAND, OR ALLOWLOADS on joists until adequately stabilized.ALWAYS USE FALL PROTECTION whenfall hazard is present and FOLLOW ALLOSHA SAFETY REGULATIONS!Joists at or near columns ARE NOTdesigned to satisfy OSHA 29 CFR 1926.757(a)(3).ALWAYS STABILIZE joists BEFORERELEASING HOISTING CABLES usingapproved erection methods.

APPROVER NOTE:VULCRAFT/VERCO DOES NOT REVISE JOIST OR DECK TYPES, SIZES,GAUGES, FINISHES, SUPPORT ATTACHMENTS, OR SUPPORT SPACING

FOR U.L. DESIGNS, FM, OR OTHER BUILDING CODES WHICH HAVE BEENINDICATED. IN ADDITION, SOME U.L. DESIGNS CONTAIN RESTRICTIONSON PRODUCT MEMBER OR MATERIAL SIZES, BRIDGING SIZES, ETC. MAKE CERTAIN ALL PRODUCT SELECTIONS HAVE BEEN MADE ACCORDINGLY AND DENOTE ANY CHANGES.

09/1

6/20

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.

- ARROW HEAD REPRESENTS TAGGED END OF JOISTS/JOIST GIRDERS.ERECT ALL JOIST WITH TAG IN DIRECTION SHOWN ON PLAN.

- REPRESENTS JOIST WITH LEFT (TAG) END SLOTS

- REPRESENTS JOIST WITH LEFT (TAG) END BOTTOM CHORD EXTENSION

- REPRESENTS "COLUMN JOIST"

- REPRESENTS JOIST WITH FIELD SPLICE

- REPRESENTS SPECIAL DESIGN NOTES. SEE DRAWING FOR EXPLANATION.

- REPRESENTS SPECIAL PROFILE. SEE PROFILE DIAGRAMS.

A,B

#

REPRESENTS AXIAL LOADS.

W=#

#/##

K @

BC

GAGEGAGE

WIDTH

16 1/2 "+

2 1/4"2 3/4"3 1/2"5 1/2"7 1/2"

EXCEPTIONSW8X28

4"

3 1/2"W16X26 &

W40 7 1/2"5 1/2"W44

W16X31

W8X24 &

STANDARD BEAM GAGES UNO (UP TO W36)

WIDTH4" - 4 7/8"5" - 5 7/8"6" - 7 7/8"8" - 16 3/8"

- REPRESENTS LEFT (TAG) END JOIST BEARING SECTIONS#

- LOCATION: AT TOP CHORD UNO, AT BOTTOM CHORD AS NOTED- MAGNITUDE: IF SINGLE VALUE THEN LOAD IS SAME AT BOTH ENDS. IF 2 VALUES DIVIDED BY "/" THEN LOADS DIFFER AT EACH END.

- TYPE:W, E, Em, W/E

REPRESENTS ADD-LOAD

- TYPE(S) & MAGNITUDE(S): TL, Defl LL, D, Dcol, L, Lr/S/R, W/E

- REPRESENTS POINT LOAD.

TYPE(S) & MAGNITUDE(S): TL/Defl LL, UNOTL, Delf LL, DL, Dcol, L, Lr, S, R, W, E, Em, Lr/S/R, W/E

DIRECTIONV - VerticalH - HorizontalM - MomentRev - Reversible

LOCATION:BC - BOTTOM CHORDTC - TOP CHORD

TL#K

TC-V

-Rev

MARK

10K1

-J1

0.37

5:12

- SLOPE

DESIGNATION

C=# - REPRESENTS JOIST WITH SPECIAL CAMBER

(##E

)[#

#L]

- REPRESENTS CONTINUITY END MOMENT TYPE: L, Lr/S/R

REPRESENTS LATERAL END MOMENTTYPE: E, W, Em, W/E

- REPRESENTS JOIST WITH RIGHT (NON-TAG) END SLOTS

- REPRESENTS JOIST WITH RIGHT (NON-TAG) END BOTTOM CHORD EXTENSION

- REPRESENTS RIGHT (NON-TAG) END JOIST BEARING SECTIONS#

Point Load Table (Example)Mark Loc Direction Total

LoadDeflLiveLoad

DeadLoad

DeadColLoad

PL# TC Vertical 0.5(k)1(k)

PL# TC Vertical 0.25(k)

POINT LOAD MARKSEE POINT LOAD TABLE FOR TYPE,MAGNITUDE, LOCATION & DIRECTION

PL#

POINT LOAD (ALTERNATE)

DIRECTION POSITIVE (-)NEGATIVE

VERTICAL

HORIZONTAL

SIGN CONVENTIONS FOR CONCENTRATED LOADS

MOMENT

DOWNWARDS POINTING TOWARDRIGHT (NON-TAG) END

CLOCKWISE

TAGENDTAGEND

COUNTER

POINTING TOWARD LEFT (TAG) END

UPWARDSTAGENDTAGENDCLOCKWISE

STEEL JOISTS GENERAL NOTESRECOMMENDATION FOR HANDLING AND ERECTING VULCRAFT STEEL JOISTS AND JOIST GIRDERS.ALSO REFER TO TECHNICAL DIGEST #9 - HANDLING AND ERECTION OF VULCRAFT STEEL JOISTS AND JOIST GIRDERS PUBLISHED BY THE STEEL JOIST INSTITUTE (843-407-4091).1. CHECK QUANTITIES AND MARK NUMBERS AND CONDITION OF JOISTS AND ACCESSORIES ON

ARRIVAL. NOTE ON THE DELIVERY TICKET ANY SHORTAGES OR DISCREPANCIES. VULCRAFTWILL NOT BE LIABLE FOR ANY SHORTAGES OR DAMAGE NOT NOTED.

2. WHEN UNLOADING JOISTS BY CRANE, ALWAYS HOOK CHAINS OR SLINGS TO TOP OR BOTTOMCHORDS AT PANEL POINTS (APPROXIMATELY AT 1/3 POINTS). NEVER HOOK TO WEB MEMBERS ORJERK WHILE LIFTING. WHEN UNLOADING BY HAND, USE EXTREME CARE WHEN BREAKING

3. STORE JOISTS IN BUNDLES IN A VERTICAL POSITION ON WOOD BLOCKING PLACED AT PANELPOINTS. LIGHTER JOISTS SHOULD BE STACKED ON HEAVIER JOISTS IF MORE THAN ONELAYER IS REQUIRED. STORE JOISTS ON SIDES IF HEIGHT OF BUNDLE IS GREATER THANTWICE ITS WIDTH. JOISTS FROM BROKEN BUNDLES SHOULD BE LAID FLAT ON BLOCKING TOPREVENT SAGGING OF JOISTS. IF JOISTS ARE NOT ERECTED IMMEDIATELY, COVER JOISTSIN A MANNER THAT PROVIDES ADEQUATE VENTILATION TO PROTECT PRIMER COAT.

4. ERECTION MUST BE DONE WITH PLANS NOTED "FINAL PLANS FOR FIELD USE" AND EXECUTEDIN ACCORDANCE WITH THE LATEST SJI AND OSHA REQUIREMENTS. REFERENCE THE ERECTIONDRAWINGS FOR ORIENTATION OF THE TAGGED ENDS OF JOISTS AND JOIST GIRDERS AND ANY BOLTED ERECTION STABILITY BRIDGING REQUIREMENTS.

5. VULCRAFT SHALL BE NOTIFIED IMMEDIATELY IF JOISTS, JOIST GIRDERS AND ACCESSORIESCANNOT BE ERECTED PER THE FINAL ERECTION PLANS TO ENABLE THE RESPONSIBLE ENTITY

OSHA REQUIRES MODIFICATIONS THAT AFFECT THE STRENGTH OF A STEEL JOIST OR STEEL JOISTGIRDER TO BE APPROVED BY THE PROJECT ENGINEER OF RECORD.

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) 29 CFR PART 1926 SUBPART R - STEELERECTION. FIELD COMPLIANCE WITH THIS ACT IS NECESSARY.

JOISTS AT OR NEAR COLUMNSSTEEL JOIST INSTITUTE SPONSORED RESEARCH HAS SHOWN THAT MANY FACTORS AFFECT COLUMNAND NEAR COLUMN JOIST STABILITY. LIMITATIONS EXIST REGARDING THE DESIGN OF THESEJOISTS (OSHA 1926.757(a)(3)) MAKING THEM UNSTABLE TO SAFELY SUPPORT AN EMPLOYEE WITHOUT THE NEED FOR ERECTION BRIDGING. THEREFORE, SJI AND VULCRAFT RECOMMEND THATTHE JOIST BRIDGING BE INSTALLED AND ANCHORED PRIOR TO ANY WORKER BEING ALLOWED ONA JOIST. THESE JOISTS MUST BE ERECTED BY EITHER:

(1) INSTALLING BRIDGING OR OTHERWISE STABILIZING THE JOIST PRIOR TO RELEASINGTHE HOISTING CABLE, OR

(2) RELEASING THE HOISTING CABLE WITHOUT HAVING A WORKER ON THE JOIST.SJI AND VULCRAFT RECOMMEND THAT NO ONE BE ALLOWED TO WALK ON UNBRIDGED JOISTS.UNDER NO CIRCUMSTANCES ARE DECK BUNDLES, OR CONSTRUCTION LOADS OF ANY DESCRIPTION,TO BE PLACED ON UNBRIDGED JOISTS.

7. ERECTOR/CONTRACTOR IS SOLELY RESPONSIBLE TO ENSURE JOISTS ARE INSTALLED SAFELYIN THEIR FINAL LOCATION AS SHOWN ON THESE DRAWINGS. INSTALLATION TECHNIQUES,METHODS, OR SEQUENCE OF ERECTION SHALL BE DONE IN A WAY WHICH PREVENTS JOIST FITUP PROBLEMS OR DAMAGE TO JOISTS (SAGGING DUE TO ROOF SLOPE, IMPROPER ALIGNMENT, LATERAL INSTABILITY, IMPROPER LIFTING, BUCKLING, ETC.).

a. WHERE JOIST GIRDERS ARE SUPPLIED WITH SLOTS/HOLES IN THE BEARING SEATS,

SLOTS ARE NOT SUPPLIED, JOIST GIRDER ENDS MUST BE WELDED PRIOR TO RELEASINGTHE HOISTING CABLES.

b. NO LOADS SHALL BE PLACED ON THE JOIST GIRDER UNTIL THE JOISTS BEARING ONTHE GIRDER ARE IN PLACE AND PROPERLY CONNECTED TO THE GIRDER.

c. THE STRUTTED ENDS OF THE BOTTOM CHORD OF JOIST GIRDERS MUST BE RESTRAINEDFROM LATERAL MOVEMENT TO HELP BRACE THE GIRDER FROM OVERTURNING DURINGERECTION. THIS IS ACCOMPLISHED WITH A VERTICAL STABILIZER PLATE BETWEEN THE

8. JOIST GIRDERS:

CHORD ANGLES PER OSHA 1926.757.

BUNDLES AND UNLOAD EACH JOIST SEPARATELY.

6. VULCRAFT JOISTS ARE FABRICATED TO MEET THE ERECTION REQUIREMENTS OF THE

BOTH ERECTION BOLTS AT EACH END MUST BE INSTALLED AND SNUG TIGHTENED PERTHE "AISC" SPECIFICATION PRIOR TO RELEASING THE HOISTING CABLES. WHERE

TO EITHER CORRECT THE ERROR OR APPROVE THE MOST EFFICIENT AND ECONOMICALMETHOD OF CORRECTION TO BE USED BY OTHERS. WITHOUT THIS NOTIFICATION, VULCRAFTWILL NOT BE RESPONSIBLE FOR ANY FIELD REPAIRS OR CHANGES MADE WITHOUT PRIOR CONSENT.

d. ANY WEBS DRAWN ON SECTIONS ARE FOR GRAPHICAL REPRESENTATION ONLY, ACTUAL WEBCONFIGURATIONS MAY VARY FROM THOSE SHOWN UNLESS DIMENSIONED ON VULCRAFT DRAWINGS.

e. AFTER COLUMNS ARE PLUMB WITH ERECTION BOLTS, FIELD WELD THE JOIST GIRDERSTO THE CAP PLATE WITH A MINIMUM OF:(FOR



09/1

6/20

19

FOR

APPR

OVAL

ONL

YG

ENER

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ON

TRAC

TOR

NO

T FO

R F

IELD

USE

VER

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N O

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ST1


DETAILED BY:

CHECKED BY:

SALE

S O

FFIC

E N

O.

34

621

Mai

n St

reet

Che

mun

g, N

Y 14

825

607.

529.

9000

607.

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WAT

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L AI

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034-

19-0

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The General Notes on Drawing C1 are a partof this drawing and must be referenced

**ONLY PROCEED WITH A COPY OF C1**

Mad

e in U

SA

Travis.Christiansen@nucor***402-844-253609/11/2019TRC

09/11/2019


TRC

402-844-2536

Cus

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8.7

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A B C C.3 C.9 D D.8 E E.9 F.2 G

H

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J K M M.8 N O

10

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7.8

7

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09/1

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ST2


DETAILED BY:

CHECKED BY:

SALE

S O

FFIC

E N

O.

34

621

Mai

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825

607.

529.

9000

607.

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9001

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5'-5

1 2/2'-7

1 8/

9'-112/

11'-0

7 8/

W12

X19

[15]

1'-1078/

8'-1112/

W12X19

W14X26

[18]

W12X19

W16X31

5'-1

1

3@8'-6916/ =25'-758/3@7'-812/ =23'-112/

H

[10]

[10]

5'-1

158/

83'-1

158/

[10]

[10]

[10]

[18]

W12

X19

W18X35

[10]

W14X38

17'-4

9'-112/

[10]

W12

X19

W21X50

[10]

A

[10]

23'-7

[10]

[4]

[10]

8

[10]

4'-112/

[20]

8'-334/

[10]

E

[20]

[10]

[26]

[10]

4'-9

1 8/

[10]

[10]

[10]

[10]

GC.9

HSS

5X4X

1 4/

W12

X19

W12

X19

[10]

W12X19

W12

X19

[10]

W18X35

[18]

HSS5X4X14/

W12

X19

[6]

W14X22

L6X6

X516/

W14X22

6'-9

W14X22

[10]

W14X22

W24X68 [12]

[10]

[10]

W14X22

[10]

W12

X19

[10]

W16X26

W14

X30

W16

X31

W12

X19

[10]

W16X31

W12

X19

W14

X22

[10]

[11]

W18X35

I.1

W18X40

W12

X19

W12X19 W16X26

5'-1138/

W12

X19

W12

X19

W12X19

W12

X19

W12

X19

[10]

W12

X19

2'-1

W12

X19

W12

X19

9

W12

X19

W18X35

[12]

W21X50

[10]

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W14

X22

W18X35 W21X50

[10]

W16X31

[10]

W12

X19

[10]

W12

X19

[10]

W12

X19

W12

X19

[6]

W12

X19

W12

X19

[22]

W12

X19

11'-1134/

[22]

13'-1

018/

W12

X19

W12

X19

W12

X19

W12

X19

W12

X19

W12

X19

27'-912/

[22]

W18

X40

[4]

W14X38

[14]

W14X38

W14X38

W16X31

L6X6

X516/

W14

X22

W14

X22

W14

X22

W8X

18

W8X

18

17'-6

HSS

5X4X

1 4/

HSS5X4X14/

[10]

W12X19

W12

X19

W12

X19

L6X6

X516/

W14X22

[10]

W14X22

[10]

W14X22

W14X22

[24]

W14X22

W14X22

[10]

[18]

[10]

[10]

[10]

[10]

[10]

[10]

[10]

[10]

3@8'-41316/ =25'-212/

[10]

[10]

[10]

1'-9

[10]

[4]

[17] [26]

[26] [22]

[22]

[32]

[6]

[10]

[10]

[10]

[10]

[10]

[10]

[10]

E.9

1

7.8

SECOND FLOOR - STUD LAYOUTREF: S1.02A - DATED: 1/25/19

612/

3'-5

1 2/15

'-91 8/

23'-6

19'-6

7'-6

1 2/6'

-107

8/10

'-67 8/

578/4'-958/18'-019'-416'-10

1112/

4'-814/

958/

6'-338/5'-818/

1'-412/

11'-1134/6'-078/13'-1112/9'-22'-358/2'-438/

3@5'-101316/ =17'-812/3@7'-10316/ =23'-658/8'-334/6

1'-03@7'-1058/ =23'-778/3@7'-10316/ =23'-658/

3@7'-1058/ =23'-778/

7'-578/12'-338/

11'-8

4@5'-6716/ =22'-178/1112/

12@

6'-6

1516/

=78'

-113

8/71

2/

3'-6

3 8/23

'-03 8/

6'-10116/ 9'-3

3'-7

3'-2

EXAMPLE: W16X31 (8)

NUMBER OF SHEAR STUDS REQ'DBEAM DESIGNATION

SHEAR STUD QUANTITIES SHOWN ON THE STRUCTURAL DRAWINGS.RESPONSIBILITY FOR THE ADEQUACY OF THE DESIGN, INCLUDING THENOR THE DESIGNER OF THE COMPOSITE BEAMS, WE ASSUME NOVULCRAFT IS NEITHER THE SUPPLIER OF THE SHEAR CONNECTORSDRAWINGS AS A SERVICE TO OUR CUSTOMER. HOWEVER, SINCEVULCRAFT HAS FURNISHED THE SHEAR CONNECTOR QUANTITYERECTOR NOTE:

STUDS TO EXCEED 36". THE REQUIRED STUD LAYOUT OF EACH JOIST IS AS SHOWN ON CHART.STUDS FROM EACH END OF THE JOIST TOWARDS THE CENTER. DO NOT PERMIT DISTANCE BETWEENMAY NOT BE SYMMETRICAL FROM ONE END TO THE OTHER. IT IS RECOMMENDED TO START PLACINGTHE EXAMPLE SHOWN ON THIS DRAWING EXPLAINS A LAYOUT DESCRIPTION. NOTE THAT THE LAYOUTALL STUDS MUST BE FIELD WELDED THROUGH THE STEEL DECK AFTER THE DECK HAS BEEN PLACED.ERECTOR/CONTRACTOR NOTE:

VERIFY CONNECTIONALIGNMENT

VERIFY?

NOTE: ARCHITECTURALEXPOSED STEEL (CHANNELBEAMS) IN THIS AREA (NOTSHOWN) - SEE 8&9/A5.01 -(BWH)

CONFIRMED (BWH)

CONFIRMED (BWH)

22'-1 1/2"

CONFIRMED (BWH)

ACCEPTABLE (BWH)

broyeArrow

broyeText BoxEQUAL SPACES

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broyeCalloutOK ARCHITECT PLEASE VERIFY



broyeLine

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broyeCalloutL6x6x1/4 (14/S501 SIM)ARCHITECT TO VERIFY

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broyeRectangle

broyeRectangle

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broyeCalloutL4x4x1/4ARCHITECT TO VERIFY

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broyePolyLine

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broyeCalloutL6x6x1/4 (14/S501 SIM)ARCHITECT TO VERIFY

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rbeardArrow

rbeardArrow

rbeardCalloutOK ARCHITECT PLEASE VERIFY

rbeardArrow

rbeardArrow

SECTION - S1 SECTION - S3SECTION - S2 SECTION - S4 SECTION - S5

PNN.9

O

1

STRUCTURAL ENGINEER:NOTE: KCS JOISTS SHOULD BE INCLUSIVE OF ALL LOADS AND JOISTS

MUST BE DESIGNATED FOR ALL LOADS APPLIED EXCEPT FOR NETUPLIFT. PLEASE VERIFY THAT ALL LOADS (EXCEPT NET UPLIFT) HAVE

BEEN INCORPORATED INTO THE KCS JOIST SELECTION. IF NOT,PLEASE REVISE THE KCS JOIST SELECTION AS NECESSARY.

[ ] KCS DESIGNATION ACCEPTABLEPLEASE NOTE THAT ANY LOAD THAT EXCEEDS 100 POUNDS AND ISNOT LOCATED AT A PANEL POINT SHALL HAVE A FIELD INSTALLED

STRUT MEMBER AT THAT LOCATION.

DANGERA FALL CAUSING SERIOUS INJURY OR

DEATH MAY RESULT FROM FAILURE TOFOLLOW ALL SAFETY PRECAUTIONS

Joists HAVE NOT been designed forstability or to support your weight withoutbridging installed.

DO NOT WALK, STAND, OR ALLOWLOADS on joists until adequately stabilized.

ALWAYS USE FALL PROTECTION whenfall hazard is present and FOLLOW ALLOSHA SAFETY REGULATIONS!

Joists at or near columns ARE NOTdesigned to satisfy OSHA 29 CFR 1926.757(a)(3).

ALWAYS STABILIZE joists BEFORERELEASING HOISTING CABLES usingapproved erection methods.

= NUMBER OF ROWS OF B.C. BRIDGING.THIS INCLUDES BOLTED "X" IF REQ'D.

BRIDGING SHOWN ON PLAN IS FOR TOP CHORD ONLY. FOR BRIDGING ATBOTTOM CHORD ROWS WILL BE REQUIRED. LOCATE ONE ROW OF

BRIDGING AT EACH FIRST BOTTOM CHORD PANEL POINT AT EACH END OFJOIST. REMAINING ROWS IN BETWEEN TO BE EQUALLY SPACED.

SEE EXAMPLE ABOVE.

UPLIFT BRIDGING REQUIREMENTS

(UNLESS NOTED OTHERWISE ON PLAN)

ERECTOR WARNING:

THE UPLIFT BRIDGING DETAILSHOWN BELOW MUST BE

FOLLOWED OR BRIDGING SHORTAGESWILL RESULT!

BETWEEN FIRST BOTTOM CHORD PANEL POINTS

EQUAL SPACES

(UNLESS NOTED OTHERWISE ON PLAN)

EQUAL SPACES ALONG TOP CHORD

BRIDGING ANGLE TYPICAL

(TYPICAL HORIZ. BRDG. TO BEAM)BRIDGING DETAIL - B2

BEARING CONDITIONSREF: 4/S5.02 FOR JOIST

CORRECT AS SHOWN.TCX DIM ON JOIST ISAPPROVER VERIFY:

CORRECT AS SHOWN.TCX DIM ON JOIST ISAPPROVER VERIFY:



J1


DETAILED BY:

CHECKED BY:

SALE

S O

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E N

O.

34

621

Mai

n St

reet

Che

mun

g, N

Y 14

825

607.

529.

9000

607.

529.

9001

WAT

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LCBE

L AI

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Mad

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SA


09/10/2019


TRC

402-844-2536

Cus

tom

er J

ob #

:

Gray 1 COAT(S)

9/16

/201

9 10

:30:

13 A

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repr

oduc

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part

for a

ny p

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or B

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DF

draw

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Not

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with

the

use

of o

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JOIST DEPTHAPPROVER NOTE: TO SLOPE.

JOIST DEPTH DUEAPPROVER NOTE:

STD

TCX: _______ LBSIF REQUIRED, SUPPLY LOAD AT END OF

LIVE LOAD = _______ PLFTOTAL UNIFORM LOAD = _______ PLF

TO CARRY:TO DESIGN JOIST TOP CHORD EXTENSION

PLEASE SUPPLY LOADING VULCRAFT IS

STRUCTURAL ENGINEER:

GRAY SHOP PRIMER IS ACCEPTABLE?ONE COAT OF VULCRAFT STANDARD

APPROVER VERIFY:

BEARING CONDITIONSREF: 4/S5.02 FOR JOIST

09/1

6/20

19

FOR

APPR

OVAL

ONL

YG

ENER

AL C

ON

TRAC

TOR

NO

T FO

R F

IELD

USE

VER

IFIC

ATIO

N O

F D

IMEN

SIO

NS,

DET

AILS

, ETC

., AR

ER

EQU

ESTE

D W

HER

E IN

DIC

ATED

. MAT

ERIA

L W

ILL

NO

T BE

REL

EASE

D F

OR

FAB

RIC

ATIO

N W

ITH

OU

T EA

CH

VER

IFIC

ATIO

N A

DD

RES

SED

.

BRIDGING DETAIL - B1(TYPICAL HORIZ. TO WALL DETAIL)

BAC

25'-412/ 1'-7

S3

REF: S1.03A - DATED: 1/25/19

16KCS2-J3

S3

25'-1038/

1112/

ROOF - FRAMING PLAN

S2

5

26'-4

BAC

1

4

3-20

K3-J

5

16KCS2-J2

23'-7

S3

W12

X19

B

2":12

B

BAC

1C

1112/

BAC

1

1'-7

S3

B

2":12

BEARING WALL IS CORRECT AS SHOWN.DIM FROM INSIDE FACE OF JOIST APPROVER VERIFY:

B

C

16KCS2-J6

S2

16KCS2-J3

S2

20K3-J7

3'-8

3 8/

4'-1112/

20K3-J1

W12

X19

S2

THICKNESSES ARE CORRECT AS SHOWN.CLOUDED JOIST BEARING WALL APPROVER VERIFY:

S1

S4

C

1112/

2":12

S1

2":12

BAC

1

BAC

1

S3

BAC

1

20K3-J4

S3

22'-178/

3@4'-712/ =13'-1012/

20K3-J4

BEAM IS CORRECT AS SHOWN.BEARING WALL TO CENTERLINE OF DIM FROM INSIDE FACE OF JOIST APPROVER VERIFY:

S2

S4

JOIST BEARING WALL.ELEVATION TO TOP OF APPROVER SUPPLY:

W12

X30

20K3-J4

BEARING WALL IS CORRECT AS SHOWN.DIM FROM INSIDE FACE OF JOIST APPROVER VERIFY:

6.1

7.6

12'-6

1 2/

578/

W14X22

W14X22

W14X22

W12

X30

W14

X22

W12

X30

S3 S3

S3 S3

S3

2":12S5 S2

S5 S2

2":12S5 S2

2":12S5

S5 S2

2":12S5 S2

S4

S3

S4

S4

16KCS2-J2S3

S3 S3 S1 S2

2":12

W12

X19

S2

2":12S5

2":12S5 S2

2":12S5

4.9

S3 S4

S3

S4

2":12S1

20K3-J7

20K3-J12":12

S1

S2

BAC

1

BAC

1

C C

W12

X19

B

BB

B

C

2

4.4

20K3-J5

5.5

8

16'-3

3 8/

15@

5'-3

3 4/=7

9'-8

1 4/

4

16KCS2-J3

- TOA 5, TAG WHITE, SUMMARY 1, ROOFSEQUENCE 2, ROOF

3-20

K3-J

1

3-16

KCS2

-J2

3-16

KCS2

-J6

25'-0

1 2/11

'-107

8/11

'-107

8/3'

-71 8/

1'-7

712/

15@

5'-3

3 16/=7

8'-1

138/

3'-378/

APPROVER VERIFY:

THE CONTRACT DRAWINGS.THIS INFORMATION COULD NOT BE OBTAINED FROM

( ) YES ( ) NO, IF NO PLEASE PROVIDE CORRECT SPACING.DIMENSIONS ARE CORRECT AS SHOWN.

PLEASE VERIFY/PROVIDE THE CLOUDED JOIST SPACING

SEEGEN.NOTES

412/

4" BL

MAX

12/

FROM INSIDE FACE OF WALL.TCX DIM IS CORRECT AS SHOWNAPPROVER VERIFY:

312/

TO SLOPE.JOIST DEPTH DUEAPPROVER NOTE:

CEN

TER

AT W

ALL

K

SEE PLAN FOR SLOPE (HI)

1112/

5

4" BL

K

MAX

SEEGEN.NOTES

JOIST DEPTHAPPROVER NOTE:

FROM INSIDE FACE OF WALL.TCX DIM IS CORRECT AS SHOWNAPPROVER VERIFY:

5

412/

12/

APPROVER VERIFY:

OBTAINED FROM THE CONTRACT DRAWINGS.SECTION CUTS. THIS INFORMATION COULD NOT BE ( ) YES ( ) NO, IF NO PLEASE PROVIDE CORRECT

SECTION CUTS ARE CORRECT AS SHOWN.PLEASE VERIFY/PROVIDE THE CLOUDED JOIST

MAX

SEEGEN.NOTES

MAX TCX DEPTH = 2"

CLEAR OF JOIST.WALL FINISH TO STAYAPPROVER NOTE:

OF WALL.TO SLOPE FROM FACEJOIST DEPTH DUEAPPROVER NOTE:

12/

P

334/ BL

K

SEE PLAN FOR SLOPE (LO)

1'-7

1112/

1112/2'-734/3'-714/

412/

STRUCTURAL ENGINEER:

UPLIFT FOR DESIGN (0.6D + 0.6W).USED IN CALCULATING ASD BASED NET PLEASE PROVIDE PERMANENT DL TO BE

0" BL

STD

AT JST W/ SYMBOL ONLY916/ " x 2" SLOTS-314/ GA.

CLSEEGEN.NOTES

0

K

412/

0AT JST W/ SYMBOL ONLY916/ " x 2" SLOTS-314/ GA.

CLSEEGEN.NOTES

0" BL

K

SEE PLAN FOR SLOPE (HI)

412/

DIM CONFIRMED(BWH)

SEE S1.03. THIS PORTION OF THEBUILDING WAS AN ALTERNATE(S1.03A) THAT WAS NOT SELECTED.REVISE JOIST SPACING IN WASHBAY132 ACCORDINGLY.

60' - 1 1/2"

CORRECTIONS TO DIMENSIONSHAVE BEEN NOTED. ALLDIMENSIONS AND NOTES HAVEBEEN REVIEWED (BWH)

broyeCloud

broyeCloud

broyeCloud

broyeCallout11 5/8"

broyeArrow

broyeArrow

broyeCloud

broyeCalloutARCHITECT TO VERIFY

broyeCloud

broyeArrow


broyeArrow

broyeCloud


broyeRectangle


broyeArrow

broyeArrow

broyeRectangle

broyeArrow

broyeCalloutARCHITECT TO VERIFY ALL

broyeRectangle

rbeardText BoxTL = 275 PLFLL = 165 PLFTCX = 40 LBS

rbeardCalloutARCH PLEASE VERIFY



rbeardCalloutOK, CONTRACTOR COORD BRG SEAT ELEVS



rbeardCalloutJOIST BRG DEPTH WILL IMPACT HOIST BEAM ELEV, ARCH PLEASE VERIFY

rbeardCalloutJOIST BRG DEPTH WILL IMPACT HOIST BEAM ELEV, ARCH PLEASE VERIFY


rbeardText BoxYES

rbeardCalloutARCHITECT TO VERIFY

rbeardText Box12 PSF

A C.9 E.9

H

10

I.2

D.8 M

OI

9

C NF.2

7.8

KB C.3 D E

F

G H.1 I.1A J L M.8 N.9

8.7

7.6

7

6

5

4

3

1.2

1

AB

ERECTOR NOTE:CUT DECK IN FIELD AS REQ'D AT ALLOPENINGS, SKEWED CUTS AND LENGTHWISECUTS AT NO ADDITIONAL COST TO VULCRAFT

DENOTES START POINT OF DECK LAYOUT

2VLI 36/4 PATTERN

AB

AB

SEE PLANCC

STUD PLACEMENT.AT DECK LOW HAT FORFIELD CUT CELL CLOSURE

CL

DESEE PLAN

SECTION D7

NBV

VULCRAFT STEEL DECK ** NOTE DK1 **10'

GF0620

G60

10'10'

20

20

112/ "

FINISH

TYPE = 2VLI GAGE = 20SHOP PRIMER (TOP/BOTTOM) = NONE/NONE ON G90 GALVANIZED SHEET36 INCHES NET LAY

** AP1 **FASTEN USING 36/4 PATTERN AT END LAPS (34/ WELD OR EQUIV)FASTEN USING 36/4 PATTERN AT INTERMEDIATE SUPPORTS (34/ WELD OR EQUIV)FASTEN SIDE LAPS AT 6 PLACE(S) PER SPAN EQUALLY SPACED (1 12/ SEAM WELD)END LAPS OCCUR AT SUPPORTS ONLYMINIMUM LAP = 0 INCHES

AT ALL SUPPORTS

CELL CLOSURESMARK A B GAGE LENGTH FINISHCC2 2" 112/ " G60

GF-GIRDER FILLERSMARK A B GAGE LENGTH FINISH

GF0420 4" G60112/ " 6" 20 G60

GF0820 112/ " 8" 20 10' G60GF1020 112/ " 10" 20 10' G60

COLUMN CLOSURESMARK A B GAGE LENGTHCL1 1' 2' 20 0"



09/1

6/20

19

FOR

APPR

OVAL

ONL

YG

ENER

AL C

ON

TRAC

TOR

NO

T FO

R F

IELD

USE

VER

IFIC

ATIO

N O

F D

IMEN

SIO

NS,

DET

AILS

, ETC

., AR

ER

EQU

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D W

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DIC

ATED

. MAT

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L W

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NO

T BE

REL

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D F

OR

FAB

RIC

ATIO

N W

ITH

OU

T EA

CH

VER

IFIC

ATIO

N A

DD

RES

SED

.

D1


DETAILED BY:

CHECKED BY:

SALE

S O

FFIC

E N

O.

34

621

Mai

n St

reet

Che

mun

g, N

Y 14

825

607.

529.

9000

607.

529.

9001

WAT

SON

STE

EL, L

LCBE

L AI

R, M

D

PRIN

CE

FRED

ERIC

K V

OLU

NTE

ER F

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STA

FRED

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K, M

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034-

19-0

283

JOB

NO

. :RE

VDE

SCRI

PTIO

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ATE

ww

w.v

ulcr

aft.c

om



Mad

e in U

SA


09/09/2019


TRC

402-844-2536

Cus

tom

er J

ob #

:

Gray 1 COAT(S)

9/16

/201

9 10

:30:

52 A

M

repr

oduc

ed in

who

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r in

part

for a

ny p

urpo

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t Nuc

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prio

r writ

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Nuc

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. Thi

s dr

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crob

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REV

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w th

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Not

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ulcr

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the

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CC

2

D8

D11

105 8/

9

5 x

21'-7

1 4/ B

9

D6

H

DE

D2

83'-1

158/

11'-8

D3

- TOA 4, TAG BLUE, SUMMARY 1, SECOND FLOORSEQUENCE 1, SECOND FLOOR

DE

REF: S1.02A - DATED: 1/25/19

8'-1112/

** D

K1 -

AP1

**

6'-338/

3@7'-10316/ =23'-658/

6'-078/ 578/

GF1020

4'-112/

GF0420

438/

D4

7'-578/

15'-9

1 8/

GF0820

D8

7 x

25'-3

1 2/ B

4

878/

CC2

25'-858/ B1

DE

7'-6

1 2/

** DK1 - AP1 **

3@7'-812/ =23'-112/

DE

DE

5@5'

-313

16/=2

6'-7

18'-0

GF0420

I.1

23'-1158/ B1

CC

2

E.9

9'-112/

** DK1 - AP1 **

DE

GF0820

DE

D10

DE

3@7'-1058/ =23'-778/

GF1020

758/

D3

23'-6

GF0420

C.9

D1

D12CC2

CC

2

** DK1 - AP1 **

** DK1 - AP1 **

1'-1078/

CC2

8 x

25'-3

1 2/ B

8

12'-3

7 8/

D2**

DK1

- AP

1 **

** D

K1 -

AP1

**

GF0420

D7

GF0820

2'-438/

SIM

CC

2

D2

G

1012/

32'-718/ B1

112/

D8

DE

GF1020

8'-4

5 8/

3@8'-41316/ =25'-212/

A

24'-312/ B1

5 x

24'-6

3 4/ B

8

23'-738/ B1** DK1 - AP1 **

25'-858/ B1** DK1 - AP1 **

DE

CC

2

22'-858/ B10

D3

** DK1 - AP1 **

** DK1 - AP1 **

8 x 26'-434/ B2

6'-1012/ B1** DK1 - AP1 **

4'-958/

32'-718/ B1** DK1 - AP1 **

** DK1 - AP1 **

D9

12'-538/ B1** DK1 - AP1 **

5 x

22'-4

3 4/ B

2

1

7.8

9

DE D2

D5

D4

D2SIM

D3

D4D5

D4

D2

D3

3 x

27'-1

012/

B4

D6

D1 GF0420

D2

1'-412/

D9

D9

D4

DE

E

738/

5'-1138/

GF0820

CC

2

2'-358/

CC

2

GF1

020

GF0820

DE

GF1020

GF0620

GF0420

GF0820

CC

2GF1020

D9

DE

DE

** D

K1 -

AP1

**

DE

DE

DE

1112/

** D

K1 -

AP1

**

GF0

620

WALL

12'-338/27'-912/

D4

AS SHOWN.GRID DIM IS CORRECTAPPROVER VERIFY:

OPENING AT NO EXPENSE TO VULCRAFT.CUT DECK IN FIELD AROUND SLABERECTOR NOTE:

OPENING AT NO EXPENSE TO VULCRAFT.CUT DECK IN FIELD AROUND SLABERECTOR NOTE:

DE

DE

& COVER AT NO EXPENSE TO VULCRAFT.CUT DECK IN FIELD AROUND MANHOLEERECTOR NOTE:

9 x 26'-11" B3

3 x

23'-1

158/

B1

758/

** D

K1 -

AP1

**

** D

K1 -

AP1

**

3 x

23'-2

1 2/ B

4**

DK1

- AP

1 **

412/

458/

4'-814/

** D

K1 -

AP1

**

11'-1134/

** D

K1 -

AP1

**

19'-6

5 x

17'-8

1 2/ B

10

4'-9

1 8/

19'-4

3'-5

1 2/

878/

8 x

23'-7

3 8/ B

10**

DK1

- AP

1 **

3@7'-10316/ =23'-658/8

x 23

'-65 8/

B9

958/

2'-7

1 8/

6 x

23'-6

5 8/ B

5**

DK1

- AP

1 **

838/

13 x

23'

-73 8/

B6

** D

K1 -

AP1

**

7 x

25'-7

5 8/ B

5

** D

K1 -

AP1

**

** DK1 - AP1 **

8 x 26'-334/ B7** DK1 - AP1 **

8 x 26'-314/ B7

SECOND FLOOR - DECKING PLAN

612/

11'-0

7 8/6'

-107

8/

23'-717'-617'-416'-1085'-818/2'-113'-1112/9'-2

101 2/

358/

7

111 2/

1916/

878/3

814/

1516/3@5'-101316/ =17'-812/8'-334/8'-334/

3@7'-1058/ =23'-778/3@8'-6916/ =25'-758/

9'-112/11'-1134/

4

5

4@5'-6716/ =22'-178/ 1112/

12@

6'-6

1516/

=78'

-113

8/71

2/

UNO1" DE

SECTION D1

CL

NBV

NOTE: DECK BEARS ON HSS AT SIM.

SEE PLANCC


CL

UNO1" DE

SECTION D2

NBV

SECTION D3

SEE PLANGF

DESEE PLAN

CL

NBV

NOTE: DECK BEARS ON HSS AT SIM.SECTION D4

UNO12/ " DE

NBV

SECTION D5

DESEE PLAN

NBVSEE PLANGF

SECTION D6

CL

DESEE PLAN

SEE PLANGFSEE PLAN

CC

UNO1" DE

NBV

UNO12/ " DE

SECTION D8

SEE PLANGF

DESEE PLAN

SECTION D9

CL

SEE PLANGF

DESEE PLAN

APPROVER VERIFY:

CONTRACT DRAWINGS.THIS INFORMATION COULD NOT BE OBTAINED FROM THE

CORRECT AS SHOWN. [ ] YES [ ] NOPLEASE VERIFY THE CLOUDED DECK SECTIONS ARE

SECTION D10

DESEE PLAN

SEE PLANGF

SEE PLANGF

SECTION D11

CL

NBV

DESEE PLAN

SEE PLANCC


1" DE

SECTION D12

12/ " DE7 58/ "

11 58/ "

O

ERECTOR NOTE:

NO ADDITIONAL COST TO VULCRAFT.OPENINGS 4'X4' OR SMALLER, AT FIELD CUT DECK AS REQUIRED FOR

ROOF DECK

12/ " DECL

SECTION D13

1" DE

APPROVER VERIFY:

TABS REQUIRED FOR THE COMPOSITE (FLOOR) DECK.PLEASE VERIFY IS THERE IS ANY ROLLED IN HANGER

APPROVER VERIFY:


SPACING TO LOCATE STRUCTURE SUPPORTING DECK.PLEASE VERIFY THE CLOUDED DIMENSIONS FOR BEAM

APPROVER VERIFY:

IF SO, PLEASE INICATE SLAB EDGES & LOCATIONS ON PLAN.LIGHT GAGE POURSTOP FOR THIS PROJECT.PLEASE VERIFY IF VULCRAFT IS TO SUPPLY

4 3/4"

CORRECTIONS TO DIMENSIONSHAVE BEEN NOTED. ALLDIMENSIONS AND NOTES HAVEBEEN REVIEWED (BWH)

broyeCalloutARCHITECT PLEASE VERIFY

broyeCalloutARCHITECT TO VERIFY ALL

broyeRectangle



rbeardText BoxCONTRACTOR TO PROVIDE GAGE METAL POUR STOPS AT ALL EXPOSED EDGE

rbeardCalloutOK, PROVIDE POUR STOPS AS REQUIRED

rbeardArrow

rbeardArrow



rbeardArrow

rbeardArrow

rbeardArrow

rbeardArrow


rbeardArrow


rbeardArrow

rbeardArrow


rbeardArrow

rbeardArrow

rbeardArrow


rbeardText BoxNO

rbeardText BoxYES, SEE ARCH DWG FOR EOD

N ON.9

P

1

C.9 D D.8 E

E.9

F

F.2

G H

H.1

10

9.3

A B C

4

ERECTOR NOTE:CUT DECK IN FIELD AS REQ'D AT ALLOPENINGS, SKEWED CUTS AND LENGTHWISECUTS AT NO ADDITIONAL COST TO VULCRAFT

DENOTES START POINT OF DECK LAYOUT

1.5B 36/4 PATTERN 1.5B 36/4 PATTERN2VLI 36/4 PATTERN

APPROVER VERIFY:

[ ] NO, ROOF SYSTEM IS BY OTHERS

1.5B DECK ON ROOF TRUSSES[ ] YES, VULCRAFT IS TO SUPPLY

BLDG MANUFACTURER ROOF' ON THE TRUSSES.ARCH'S CALL OUT A 'PRE ENGINEERED METAL

SEEM TO HAVE DECK ON TRUSSES. 1/A3.04 OF THE 6,7,12,13/S5.02 OF THE STRUCTURALS, DO NOT

(ROOF DECK) OVER TRUSSES (REF: S1.03A). SECTIONS PLEASE VERIFY IF VULCRAFT IS TO SUPPLY 1.5B

(2)

AT ALL SUPPORTS

FASTEN USING 36/4 PATTERN AT END LAPS (58/ WELD OR EQUIV)

VULCRAFT STEEL DECK ** NOTE DK3 **

AROUND BUILDING.FIELD CUT DECK EDGE ERECTOR NOTE: AROUND BUILDING.

FIELD CUT DECK EDGE ERECTOR NOTE:

36 INCHES NET LAY

D2


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SHOP PRIMER (TOP/BOTTOM) = GRAY/GRAY ON G60 GALVANIZED SHEET

THE TOP & BOTTOM SIDE OF DECK.GRAY PRIMER IS ACCEPTABLE FOR APPROVER VERIFY:

36 INCHES NET LAY

THE TOP & BOTTOM SIDE OF DECK.GRAY PRIMER IS ACCEPTABLE FOR APPROVER VERIFY:

VULCRAFT STEEL DECK ** NOTE DK2 **TYPE = 1.5B GAGE = 20

** AP2 **

FASTEN USING 36/4 PATTERN AT INTERMEDIATE SUPPORTS (58/ WELD OR EQUIV)FASTEN SIDE LAPS AT 4 PLACE(S) PER SPAN EQUALLY SPACED (SCREWS S1-#10)END LAPS OCCUR AT SUPPORTS ONLYMINIMUM LAP = 4 INCHES

TYPE = 1.5B GAGE = 18SHOP PRIMER (TOP/BOTTOM) = GRAY/GRAY ON G60 GALVANIZED SHEET36 INCHES NET LAY

** AP3 **FASTEN USING 36/4 PATTERN AT END LAPS (58/ WELD OR EQUIV)FASTEN USING 36/4 PATTERN AT INTERMEDIATE SUPPORTS (58/ WELD OR EQUIV)FASTEN SIDE LAPS AT 4 PLACE(S) PER SPAN EQUALLY SPACED (SCREWS S1-#10)END LAPS OCCUR AT SUPPORTS ONLY

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MINIMUM LAP = 4 INCHES

AT ALL SUPPORTS

VULCRAFT STEEL DECK ** NOTE DK1 **TYPE = 2VLI GAGE = 20SHOP PRIMER (TOP/BOTTOM) = NONE/NONE ON G90 GALVANIZED SHEET

** AP1 **FASTEN USING 36/4 PATTERN AT END LAPS (34/ WELD OR EQUIV)FASTEN USING 36/4 PATTERN AT INTERMEDIATE SUPPORTS (34/ WELD OR EQUIV)FASTEN SIDE LAPS AT 6 PLACE(S) PER SPAN EQUALLY SPACED (1 12/ SEAM WELD)END LAPS OCCUR AT SUPPORTS ONLYMINIMUM LAP = 0 INCHES

AT ALL SUPPORTS

DECK B/W GRIDS F-H.1, 1-3REF: 9/S5.02SEQUENCE 2, ROOF

- TOA 5, TAG YELLOW, SUMMARY 3, ROOF - ROOF DECK(6) 8'-0" DK2-AP2

DECK ACCESSORIESSEQUENCE 2, ROOF

- TOA 3, TAG GREEN, SUMMARY 4, ROOF(200) S1 #10-16X34/- TOA 5, TAG YELLOW, SUMMARY 3, ROOF - ROOF DECK(1500) S1 #10-16X34/

DECK B/W GRIDS A-C.3, 1-4REF: 10 & 11 / S5.02SEQUENCE 2, ROOF

- TOA 5, TAG YELLOW, SUMMARY 3, ROOF - ROOF DECKB16 8'-0" DK2-AP2

CANOPY DECKCUT & FIT AT NO EXPENSE TO VULCRAFTSEQUENCE 2, ROOF

- TOA 5, TAG YELLOW, SUMMARY 3, ROOF - ROOF DECK(2) B16 8'-0" DK2-AP2



REF: S1.03A - DATED: 1/25/19

1'-7

1'-7

** D

K1 -

AP1

**

10 x 28'-6" B11

23'-7

8 x 26'-712/ B14

712/

10 x 26'-11" B11

CORRECT AS SHOWN.SUPPORT SPACING IS APPROVER VERIFY:

6.1

12

3'-7

1 8/

- TOA 5, TAG YELLOW, SUMMARY 3, ROOF - ROOF DECK - TOA 5, TAG WHITE, SUMMARY 2, ROOF - FLOOR DECK - TOA 3, TAG GREEN, SUMMARY 4, ROOFSEQUENCE 2, ROOF

DE

** DK2 - AP2 **

1 2/4.4

4.9

DE

DE

** DK2 - AP2 **

11'-1

078/

** DK2 - AP2 **

D13

** DK2 - AP2 **

D4

8 x 26'-8" B14

ROOF - DECKING PLAN

1'-2

DE

10 x 28'-6" B15

3'-714/

1'-7

578/

5

GF0820

5 x

22'-0

7 8/ B

13

2

5.5

7.6

8

DE

DEDE

D5

D4

DE

3'-378/

2

8 x 26'-712/ B14

26'-4

** DK2 - AP2 **

3'-8

3 8/** DK2 - AP2 **

REF: D1 FOR SECTIONS

25'-0

1 2/11

'-107

8/12

'-61 2/

16'-3

3 8/

612/

734/

15@

5'-3

3 16/=7

8'-1

138/

4'-1112/3@4'-712/ =13'-1012/1112/ 1112/

15@

5'-3

3 4/=7

9'-8

1 4/1'

-7

APPROVER VERIFY:


CORRECT AS SHOWN. [ ] YES [ ] NOPLEASE VERIFY THE CLOUDED DECK SECTIONS ARE

APPROVER VERIFY:


CORRECT AS SHOWN. [ ] YES [ ] NOPLEASE VERIFY THE CLOUDED DECK EDGES (DE) ARE

ERECTOR NOTE:

NO ADDITIONAL COST TO VULCRAFT.OPENINGS 4'X4' OR SMALLER, AT FIELD CUT DECK AS REQUIRED FOR

DE

0

** DK3 - AP3 **

24'-212/ B12

DE

0

** DK3 - AP3 **

** DK3 - AP3 **

** DK3 - AP3 **23'-1 B12

DE0

DE024'-212/ B12

** DK3 - AP3 **

23'-1 B12

10'-2 B12** DK3 - AP3 **

10'-912/ B12

FRONT CANOPY - DECKING PLANREF: S1.04 - DATED: 1/25/19

- TOA 3, TAG GREEN, SUMMARY 4, ROOFSEQUENCE 2, ROOF

89'-112/5'-818/1'-1078/

1'-412/

11'-1134/4'-112/6'-078/2'-1

2'-4

3'-5

3'-778/

1'-10

6'-81'-3

4@5'-234/ =20'-113@4'-118/ =12'-338/

STAIR 2 CANOPY - DECKING PLANREF: S1.04 - DATED: 1/25/19

- TOA 3, TAG GREEN, SUMMARY 4, ROOFSEQUENCE 2, ROOF

7'-0

2'-358/2'-438/

3'-0

APPROVER VERIFY:

DECK REQUIRED FOR THIS JOB.PLEASE VERIFY IF THERE IS ANY ACOUSTICAL

SEE S1.03. THIS PORTION OF THEBUILDING WAS AN ALTERNATE(S1.03A) THAT WAS NOT SELECTED.REVISE DESIGN ACCORDINGLY.

NO ACOUSTICAL DECKREQUIRED

2'-5 1/2"

6'-7"

CORRECTIONS TODIMENSIONS HAVEBEEN NOTED. ALLDIMENSIONS ANDNOTES HAVE BEENREVIEWED


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rbeardCalloutARCH PLEASE VERIFYV

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rbeardCalloutOK, ARCH VERIFY

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c1...width 4" - 4 7/8" 5" - 5 7/8" 6" - 7 7/8" 8" - 16 3/8" - represents left (tag) end joist...

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