04 04

03 03

01 01

A B C D G H

M.5

F

M.A

M.A

L

M.9

05

M.10

06

JE M N

02

4' -

10"

4' -

10"

44LH09

44LH09

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

44LH12

EQEQ

EQEQ

EQ5'

- 8"

5' -

8"5'

- 8"

5' -

8"5'

- 8"

5' -

8"

22K7

22KC

S3

22KC

S3

22KC

S3

6' - 0"

6' - 0" 6' - 0" 6' - 0" 6' - 0"

22KC

S3

22K7

22K7

22KC

S3

22KC

S3

5' - 0" 5' - 0" 5' - 0" 5' - 0"

22K7

22K7

22K7

22K7

22KC

S3

22KC

S3

22KC

S3

22KC

S3

22K7

5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8" 5' - 6 5/8"

22K7

22K7

22K7

22K7

22K7

5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 3 1/8"

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26KC

S3

26K7

24KC

S3

24KC

S3

24KC

S3

26K7

24KC

S3

24KC

S3

24KC

S3

24KC

S3

24KC

S3

24KC

S3

16KC

S2

16KC

S2

16KC

S2

16KC

S2

16KC

S2

16KC

S2

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W12X16t/s 29' - 4 1/8"

C10X15.3t/s 29' - 4 1/8"

7/8"

5' -

11 3

/8"

1' -

3"

6' -

0"6'

- 0"

6' -

0"6'

- 0"

3' -

0"3'

- 0"

W12X16t/s 29' - 4 1/8"

C10X15.3t/s 29' - 4 1/8"

30' -

0"

7' -

3 1/

4"

W12

X53

t/s 2

9' -

4 1/

8"W

12X5

3

t/s 2

9' -

4 1/

8"

W12

X53

t/s 2

9' -

4 1/

8"W

12X5

3

t/s 2

9' -

4 1/

8"

W12

X53

t/s 2

9' -

4 1/

8"W

12X5

3t/s

29'

- 4

1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

C10X15.3t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X19t/s 29' - 4 1/8"

C10X15.3t/s 29' - 4 1/8"

W12X14t/s 29' - 3"

W14

X30

t/s 2

9' -

4 1/

8"W

14X3

0

t/s 2

9' -

4 1/

8"

W10

X22

t/s 2

9' -

4 1/

8"

W10X22t/s 29' - 4 1/8"

W10X15t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X15t/s 29' - 4 1/8"

W10X15t/s 29' - 4 1/8"

W10X15

t/s 29' - 4 1/8"

W12X16t/s 29' - 4 1/8"

W12X16t/s 29' - 4 1/8"

W12X16t/s 29' - 4 1/8"

C10X15.3t/s 29' - 4 1/8"

W12

X45

t/s 2

9' -

4 1/

8"

W12

X45

t/s 2

9' -

4 1/

8"

3S406

W14

X61

t/s 2

9' -

4 1/

8"

W12

X45

t/s 2

9' -

4 1/

8"

W12

X45

t/s 2

9' -

4 1/

8"W

12X4

5

t/s 2

9' -

4 1/

8"

W14

X61

W10X22t/s 29' - 4 1/8"

W8X10t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X12

t/s 29' - 4 1/8"

W10X12t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

W10X12t/s 29' - 4 1/8"

W8X10t/s 29' - 4 1/8"

W8X10t/s 29' - 4 1/8"

W8X10t/s 29' - 4 1/8"

W8X10t/s 29' - 4 1/8"

W12X16t/s 29' - 4 1/8"

C10X15.3

W10X22t/s 29' - 4 1/8"

W10X22t/s 29' - 4 1/8"

t/s 2

9' -

4 1/

8"

M.M

4.1

4.4

4.5

4.9

M.N

1-1/2" 20 GAUGE WIDE RIB TYPE B METALROOF DECK. SEE SPECIFICATION FOR FINISH.ATTACH BASED UPON A 36/4/3 PATTERN.

1-1/

2" 2

0 G

AUG

E W

IDE

RIB

TYP

E B

MET

ALR

OO

F D

ECK.

SEE

SPE

CIF

ICAT

ION

FO

R F

INIS

H.

ATTA

CH

BAS

ED U

PON

A 3

6/4/

3 PA

TTER

N.

W21X50t/s 27' - 6"

W16X26t/s 27' - 6"

t/s 2

7' -

9"W

18X3

5 (H

)t/s

28'

- 5

5/8"

W18X46t/s 28' - 3 1/8"

W14X22t/s 28' - 3 1/8"

W18X35t/s 28' - 3 1/8"

W16X26t/s 28' - 3 1/8"

W27X84t/s 28' - 3 1/8"

W16X26t/s 28' - 10 5/8"

W18X35t/s 28' - 10 5/8"

t/s 2

8' -

5 5/

8"W

14X2

2t/s

29'

- 1

1/8"

t/s 2

9' -

1 1/

8"W

12X1

4t/s

29'

- 5

1/2"

t/s 2

8' -

5 5/

8"W

14X2

2t/s

29'

- 1

1/8"

t/s 2

9' -

1 1/

8"W

10X2

2t/s

29'

- 5

1/2"

G.4

07

5.9

t/s 2

7' -

8 1/

2"W

18X3

5t/s

28'

- 5

5/8"

5' -

0"5'

- 0"

5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 7 1/4" 5' - 7 1/4" 5' - 7 1/4" EQ EQ

THIS AREA OPEN TOBELOW - FOR ROOF

FRAMING ABOVE SEEHIGH ROOF FRAMING

PLAN: .1 / S205

THIS AREA OPEN TO BELOW - FOR ROOF FRAMINGABOVE SEE HIGH ROOF FRAMING PLAN: .1 / S205

MATCHLINE MATCHLINE MATCHLINE

FOR ROOF FRAMING BELOW SEE SERVICE SHOP ROOFFRAMING PLAN: .1 / S203

4S205

8S406

5' - 0" 5' - 0" 5' - 0" 5' - 0"6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 10" 5' - 3 1/8"

5S405

6S405

8K1

8K1

t/s 2

7' -

6 1/

2"W

24X5

5 (H

)t/s

27'

- 9"

t/s 2

7' -

0 3/

8"W

12X1

4 (H

)t/s

27'

- 6

1/2"

W18

X40

(L)

t/s 1

9' -

8 7/

8"W

10X1

2 (L

)t/s

19'

- 8

7/8"

W24

X84

(L)

t/s 1

9' -

8 7/

8"

1' - 0" 5' - 0" 6' - 0" 6' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6"

6S406

2S205

5S406

4S406

3S205

5S205

5.2

5.4

6S205

4S407

8S405

1S406

2S406

5S407

7S406

1S407

2S407

3S407

S402

1

S402 2

22K7

26K7

W8X10

t/s 29' - 3"

W12X22t/s 29' - 3"

04.2

C10

X15.

3C

10X1

5.3

C10X15.3 C10X15.3

W10

X12

C10X15.3

W10X12

W10X22

W10X22

4' - 9" 4' - 9" 5' - 6" 4' - 0"

8K1

C10

X15.

3

W14X22t/s 27' - 6"

W27X84t/s 27' - 6"

44LH12

20KC

S212

KCS1

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W6X

9

W8X10

C10

X15.

3C

10X1

5.3

C10

X15.

3

EQEQ

EQ

S402

4

W14X22t/s 27' - 6"

W16X31t/s 27' - 6"

W8X10

W8X10

W12

X53

t/s 2

9' -

4 1/

8"W

12X5

3t/s

29'

- 4

1/8"

C10X15.3t/s 29' - 4 1/8"

ROOF FRAMING PLAN NOTES

#.#k

±FORCE(KIPS)

INDICATES ANGLE 3"x3"x1/4" HORIZONTAL BRACEEXTENDING FROM TOP CHORD OF JOIST OR BEAMTO FACE OF COLUMN. WELD ALL AROUND EACHEND WITH A 3/16" FILLET WELD.

INDICATES ADDITIONAL "X" TYPE BRIDGING. USE2 1/2"x2 1/2"x1/4" ANGLE

CONTRACTOR COORDINATE LOCATION OFOPENINGS AND WEIGHTS OF MECHANICAL UNITS,WITH THE MECHANICAL DRAWINGS. IF WEIGHTSEXCEED WHAT IS SHOWN ON THE STRUCTURALPLAN, THEN NOTIFY THE STRUCTURAL ENGINEEROF THE CHANGE PRIOR TO ANY DETAILING ORFABRICATION OF JOIST, DECK OR STEEL.

WHERE TUBE FRAME MEMBERS CONNECT TOCOLUMNS, PROVIDE A WELDED CONNECTION ALLAROUND FROM TUBE TO COLUMN, TYP.

FOR FRAMING AROUND ROOF HATCH, PROVIDECHANNEL FRAMING AS SHOWN ON THE TYPICALDETAIL FOR FRAMING AROUND MECHANICALUNITS. (UNLESS NOTED OTHERWISE)

SEE ARCHITECT AND PLUMBING DRAWINGS FORLOCATIONS OF ROOF DRAINS. ROOF IS DESIGNEDFOR A MAXIMUM DEPTH OF 4" OF WATER AT ANYLOCATION OF THE ROOF. WATER SHALL BERELIEVED BY EITHER SCUPPERS OR ANINDEPENDENT EMERGENCY OVERFLOW DRAIN ATTHE 4" LEVEL.

FOR FRAMING AROUND THE PERIMETER OFA MECHANICAL UNIT, SEE TYPICAL DETAIL ?/S???.

INDICATES THE DIRECTION THE DECK ISSPANNING.

KEEP STRUCTURE GUYED AND BRACED UNTIL ALLMASONRY/CONCRETE SHEAR WALLS, DIAGONALBRACES, MOMENT FRAMES, FRAMED FLOORS ANDROOF DECKS ARE IN PLACE.

INDICATES DIAGONAL BRACE(S), SEE BRACEELEVATION(S) FOR SIZE(S).

INDICATES A BEAM SPLICE POINT, SEE TYPICALSPLICE POINT DETAIL.

INDICATES A STRUT JOIST, SEE SPECIFICATIONS.

NOTE:NOTE :

NOTE:

NOTE:

: NOTE:

NOTE:

D.B. :"A.X" :

S.J. :

S.P. :

INDICATES CONTINUOUS HORIZONTAL RIGIDBRACING AT TOP AND BOTTOM CHORD OF JOIST.ADD "X" TYPE BRIDGING IN FIRST PANEL AND ATEVERY SIXTH PANEL. WELD TO JOIST, FRAMING,AND AT CROSSOVER POINTS. SEESPECIFICATIONS.

INDICATES HIGH BEAM.

INDICATES LOW BEAM.

(H) :

H.B. :(L) :

:

NOTE: STEEL REINF. TO BE WELDED SHALL CONFORM TOTHE REQUIREMENTS OF ASTM A-706 AND THATWELDING SHALL BE IN ACCORDANCE WITH AWSD1.4, STRUCTURAL WELDING CODE -REINFORCING STEEL BY AMERICAN WELDINGSOCIETY FOR COMPLIANCE WITH ACI 318-99,SECTION 3.5.

INDICATES DIMENSION INSIDE OF BOX SHALL BEVERIFIED WITH THE ARCHITECT PRIOR TODETAILING OR FABRICATION.

##:INDICATES TOP OF PARAPET.(T.O.P.) :

INDICATES TOP OF STEEL BEAM REFERENCEDFROM ELEVATION [0'-0"].

T/S :

* INDICATES THIS END OF JOIST REQUIRES A 5"JOIST SEAT TO MATCH ADJACENT "LH" JOIST.

INDICATES COLLECTOR ELEMENT FORCE IN JOISTOR BEAM.

INDICATES LOAD ON JOIST FROM HOSE REEL, SEE?/S??? FOR SUPPORT DETAILS.

INDICATES A MOMENT CONNECTION AT EACHEND OF BEAM TO COLUMN. SEE TYPICALDETAIL FOR FULL PENETRATION WELD OFFLANGES AT EACH END.

:

Gridline Type Legend

NEW GRIDLINE

F.O. MASONRY GRIDLINE

Signed & Sealed :

relea

sed

for c

onst

ruct

ion

Client :

Project Information :

Project Number :Drawn By :Checked By :Approved By :

Sheet Title :

Sheet Number :

Copyright (c) 2015 SPARC+, LLC.

All reports, plans, specifications,computer files, filed data, notes and

other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright

thereto.

This drawing may not be reproduced inwhole or in part without written

permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.

Walid. Nannis, P.E., F. ASCE

5608 Battle Ridge DriveFlowery Branch, GA 30542

770-614-6114 tel678-765-7966 fax

Structural Engineer

All drawings, specifications, and other work product ofWalid A. Nannis for this project are instruments ofservice for this project only and shall remain theproperty of Walid A. Nannis whether the project iscomplete or not. Reuse of any of the instruments ofservice of Walid A. Nannis by the owner or extensionsof this project without the written permission of WalidA. Nannis shall be at the owner's risk and the owneragrees to defend, indemnify, and hold harmless WalidA. Nannis from all claims, damages, and expensesincluding attorney's fees arising out of suchunauthorized reuse of Walid A. Nannis' instruments ofservice by the owner or others acting through theowner. ©2015

5/27

/201

5 2:

44:2

0 PM

BMW

of D

enve

r10

80 C

olor

ado

Ave,

Den

ver,

CO

802

46

Sonic Automotive, Inc.

4401 Colwick RoadCharlotte NC, 28211

150201MCG/MWNMWNWAN

Roof Plan(Showroom &Service Drive)

S204

1/8" = 1'-0"Roof Framing Plan (Showroom & Service Drive)1

Rev

Dat

eCo

mm

ents

05.0

1.15

60%

Pro

gres

s05

.21.

15Pe

rmit