DATE DIABLO TRIANGLE · 2020. 12. 11. · G:\Projects 19\14-19-0214 Diablo Triangle Tilt-Up\CAD\Sheets\Structural\Diablo Triangle Tilt-Up Plan Set.dwg - ----- 5/14/2020 2:04 PM OF

$Page 1: DATE DIABLO TRIANGLE · 2020. 12. 11. · G:\Projects 19\14-19-0214 Diablo Triangle Tilt-Up\CAD\Sheets\Structural\Diablo Triangle Tilt-Up Plan Set.dwg - ----- 5/14/2020 2:04 PM OF$
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DIABLO TRIANGLE

DEFERRED SUBMITTAL - INNSTRUCT TILT-UP INSULATED PANEL SYSTEM (TIPS)

LAS VEGAS, NEVADA

SHEET INDEX

NO. TITLE

G1 COVER SHEET

S0 STRUCTURAL NOTES

S1 PLAN VIEW - FLOOR FRAMING

S2 PLAN VIEW - ROOF FRAMING

S3 TYPICAL PANEL DETAILS

S4 TILT-UP PANEL DETAILS

S5 FOUNDATION DETAILS

S6-S7 CONNECTION DETAILS

SP1-SP32 PANEL ELEVATIONS

MARCH 26, 2020

FA PROJECT NO.

14-19-0214

N

PROJECT LOCATION MAP

N.T.S.

9 5 W E S T 1 0 0 S O U T H , S T E . 1 1 5 , L O G A N , U T 8 4 3 2 1

PH: 435.227.0333 FAX: 435.227.0334

OREGONIDAHO

CA

LIF

OR

NIA

AR

IZ

ON

A

STATE OF

NEVADA

N Y E

C L A R K

L I N C O L N

W H I T E

P I N E

LANDEREUREKA

ESMERALDA

MINERAL

C H U R C H I L L

LYON

P E R S H I N G

E L K O

W A

S

H

O

E

H U M B O L D T

VYA

DENIOMcDERMIT

PARADISE VALLEY

OWYHEE

MTN. CITY

WELLS

ELKO

CARLIN

BATTLE MTN.

GOLCONDA

WINNEMUCCA

GERLACH

LOVELOCK

RENO

SPARKS

FERNLEY

FALLON

CITY

VIRGINIA

CARSON CITY

EASTGATE

AUSTIN

EUREKA

KIMBERLY

RUTH

CONTACT

WENDOVER

McGILL

EAST ELY

MINDEN

YERINGTON

BABBITTHAWTHORNE

GABBS

ROUND MTN.

MANHATTAN

WARM SPRINGS

TONOPAH

GOLDFIELD

BEATTY

ELY

PIOCHE

PANACA

CALIENTE

MESQUITE

MOAPA

NORTH LAS VEGAS

LAS VEGASHENDERSON

BOULDER CITY

SEARCHLIGHT

C

A

L

I

F

O

R

N

I

A

UT

AH

PROJECT SITE

SCOPE OF DEFERRED SUBMITTAL

1. THE DEFERRED SUBMITTAL IS LIMITED TO THE BUILDING TILT-UP WALL

PANELS NUMBERED 1 THROUGH 32 AS SHOWN ON SHEET S1 OF THIS

DOCUMENT.

2. THE LOADING DOCK RETAINING WALL PANELS AND TRASH ENCLOSURE

WALLS ARE NOT PART OF THE DEFERRED SUBMITTAL - THESE ELEMENTS

SHOULD BE CONSTRUCTED AS PER THE ORIGINAL APPROVED DESIGN

DOCUMENTS.

3. FOOTINGS, MEZZANINE FLOOR FRAMING, AND ROOF FRAMING IS NOT PART

OF THE DEFERRED SUBMITTAL. THESE ELEMENTS ARE TO BE CONSTRUCTED

AS PER THE ORIGINAL APPROVED DESIGN DOCUMENTS, INCLUDING BUT NOT

LIMITED TO STRUCTURAL FRAMING, AND CONNECTIONS OF FRAMING

MEMBERS TO THE TILT-UP WALLS.

REFERENCES TO "PER PLAN" FOR THESE ELEMENTS REFER TO THE ORIGINAL

APPROVED DESIGN DOCUMENTS BY KEEGAN ENGINEERING, P.C.

6 TIPS DEFFERRED SUBMITTAL - PANEL DIMENSION ADJUSTMENT, RFI #10, AND

PANEL REBAR SHOP DRAWING REVIEW

Review of this submittal is provided as a convenienceto the Owner. This review does not relieve theGeneral Contractor, Suppliers, and/or Subcontractorsof any responsibilities provided for by the contractdocuments. The Engineer does not accept anyresponsibility for the consequences of this review,comments, and/or rejection of this submittal.

Comment: Reviewed. No Exceptions TakenBy: Michael A. Keegan, PE, Keegan Engineering, PCDate: May 14, 2020

5 TIPS DEFERRED SUBMITTAL4-17-20

PROJECT TITLE

LOCATION

DATE

TOTAL INTEGRATED

TYPE I - EXPANDED

POLYSTYRENE (EPS) INSULATED

CORE (1.0 +/- 0.1 PCF)

(UL-18546-01 AND ASTM C578)

±2"

±2"

±2"

±2"

SHOTCRETE OR CONCRETE

SHELLS BOTH SIDES

1"1"4" TYP

2" MIN

STRUCTURAL

DIAGONAL-TRUSS-WIRE - GALVANIZED

(No. 9 GAGE 0.1483" Ø ASTM A641, ASTM 1064)

(F

y

= 65 KSI, F

u

= 75 KSI)

2"x2" WELDED WIRE REINFORCEMENT

BOTH SIDES - GALVANIZED

(No. 11 GAGE 0.1205" Ø ASTM A641, ASTM 1064)

(2x2-W1.14xW1.14)

(F

y

= 60 KSI, F

u

= 70 KSI)

SP

AN

DIR

EC

TIO

N

1"

SPLICE MESH

U-MESH

8"

6"

12"

OUTSIDE CORNER

MESH

CORNER MESH

8"

8"

12"

8"

SP

AN

DIR

EC

TIO

N

WELDED WIRE MESH

REINFORCEMENT (WWR)

EACH SIDE

SHOTCRETE OR

CONCRETE SHELLS

EACH SIDE

EXPANDED POLYSTYRENE

(EPS) INSULATED CORE

DIAGONAL-TRUSS

WIRES

6"

12" SPLICE MESH TYPICAL EACH

FACE TIED WITH HOGRINGS,

ECLIPS, OR TIE WIRE

1'-0"

VA

RIE

S

6"

INNSTRUCT WALL PANELPANEL TO PANEL JOINT

TRUSS WIRE TYP.

CONCRETE SHELL

EACH SIDE

12" SPLICE MESH (FLAT) TYPICAL

EA. SIDE CENTERED OVER PANEL

JOINT. TIE TO PANEL MESH WITH

HOGRINGS, ECLIPS OR TIE WIRE

INNSTRUCT WALL PANEL

2" X 2" WELDED WIRE

REINFORCEMENT

BOTH SIDES

EXPANDED POLYSTYRENE

(EPS)

12" MIN. (3 FULL

SQUARES EACH

SIDE OF JOINT)

4"

VA

RIE

S

SECTION AA

3" 2"

2"

2"

3"

(2) #4

8"x8" CORNER MESH

8"x12" OUTSIDE

CORNER MESH

U-MESH

4"

4"

2"

U-MESH

ADDITIONAL REINF. PER

PANEL (NOT SHOWN)

PANEL END CHORD

REINF. PER PLAN

1'-0

"

4'-1

"

8"

#4 DOWEL w/ STANDARD

HOOK AT 12" O.C.

#4 VERTICAL REINF. AT

12" O.C.

REMOVE EPS 4" MIN Ø AND 1" MIN

COVER AT STANDARD HOOK

QA

/Q

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SIG

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TYPICAL INNSTRUCT PANEL

SCALE: N.T.S

3

TYPICAL CONNECTION MESH

AND REINFORCEMENT

SCALE: 1" = 1'-0"

1

INNSTRUCT PANEL ISOMETRIC

SCALE: N.T.S

5

PANEL RETURN LEG

SCALE: 1 1/2" = 1'-0"

4

INNSTRUCT PANEL SPLICE

SCALE: N.T.S.

AA

6

PANEL RETURN AT STOREFRONT

SCALE: 3/4" = 1'-0"

6

6

RF

I # 10, P

AN

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A

DJU

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CLR

5/11/20

5

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4/17/20

PR

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NA

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PANEL EDGE REINF.

PER PANEL ELEVATION

PANEL WIDTH PER PANEL ELEVATIONS

PA

NE

L H

EIG

HT

PE

R P

AN

EL

E

LE

VA

TIO

NS

VERTICAL BARS

PER PANEL ELEVATION

RO

OF

H

EIG

HT

PA

RA

PE

T

CORNER MESH TYPICAL AT ALL

EXPOSED OPENING CORNERS.

SEE DETAIL 2B ON SHEET S4

LINTEL REINFORCEMENT

PER SCHEDULE

PIER

WIDTH

PIER

WIDTH

PIER

WIDTH

OPENING WIDTH AND LOCATION

PER PANEL ELEVATIONS

OP

EN

IN

G H

EIG

HT

A

ND

L

OC

AT

IO

N

PE

R P

AN

EL

E

LE

VA

TIO

NS

ADDITIONAL VERTICAL REINF.

REMOVE EPS TO MAINTAIN 1"

MIN. CLEAR. AT REINF.

INNSTRUCT PANEL

REINFORCEMENT

JAMB PER PANEL

ELEVATION, TYP

3/4" CHAMFER AT PANEL

EDGES WHERE APPLICABLE

EDGE OF

PANEL

3" TYP

INNSTRUCT PANEL WWR

EACH SIDE

CONCRETE SHELL EACH SIDE

EXPANDED

POLYSTYRENE

(EPS)

INNSTRUCT PANEL

DIAGONAL-TRUSS-WIRE

SP

AN

DIR

EC

TIO

N

4"

6"

9"

6"8"

±2"

±2"

2"

SP

AN

DIR

EC

TIO

N

4"

6"

9"

INNSTRUCT PANEL WWR

EACH SIDE

CONCRETE SHELL EACH SIDE

EXPANDED

POLYSTYRENE

(EPS)

INNSTRUCT PANEL

DIAGONAL-TRUSS-WIRE

REMOVE EPS TO PROVIDE 1"

CLEAR AT ADDITIONAL REINF.

ADDITIONAL REINFORCEMENT

PER PLAN EACH SIDE

2"

REMOVE EPS TO

PROVIDE 1" CLEAR AT

ADDITIONAL REINF.

U-MESH

ADDITIONAL

REINFORCEMENT PER

PANEL ELEVATION

PA

NE

L E

DG

E

3/4" CHAMFER

EACH FACE

2"

SPLICE MESH TYPICAL

AT CORNERS

1

'

-

0

"

2

'

-

0

"

LINTEL REINF.

PER SCHEDULE

FRAMED

OPENING

L

d

CONCRETE FRAME

PIER WIDTH

1/2 x PIER

WIDTH

PANEL EDGE PANEL EDGE

L

d

PIER WIDTH

1/2 x PIER

WIDTH

L

d

IS THE DEVELOPMENT LENGTH. SEE STRUCTURAL NOTES FOR THE DEVELOPMENT LENGTH.

*PROVIDE STANDARD HOOK WHERE PIER WIDTH DOES NOT ALLOW L

d

BEYOND MID-POINT OF PIER

QA

/Q

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IS

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AT FULL SIZE

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ATTENTION

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SCALE: N.T.S.

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FRAMED OPENING CORNER MESH AND

LINTEL REINFORCEMENT LENGTH

AT ADDITIONAL

REINFORCEMENT

NO ADD.

REINF.

1C

NO ADDITIONAL REINFORCEMENT

SCALE: N.T.S.

1D

ADDITIONAL REINFORCEMENT

SCALE: N.T.S.

1A

PANEL ELEVATION

2A

PANEL WITH OPENING ELEVATION

2C

LINTEL SECTION

1B

1D

1C

2C

2C

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REINF. PER PLANPERIMETER BAR REINF. PER

PANEL REINF. SCHEDULE

PE

R P

LA

N

PER PLAN

REMOVE EPS 4" MIN Ø AND 1"

MIN COVER AT STANDARD

HOOK

EXTERIOR INTERIOR

3'-0" ± POURBACK STRIP

SLAB AND REINF. PER PLAN

#4x40" w/ STD HOOK

AT END, SPACED AT

24" O.C.

TOP OF FOOTING PER PLAN

1'-10

"

3'-10

" A

T S

IM

(P

AN

EL

S 17

-26

)

REINF. PER PLANPERIMETER BAR REINF. PER

PANEL REINF. SCHEDULE

PE

R P

LA

N

PER PLAN

EXTERIOR INTERIOR




#4 AT 24" O.C.

#5 AT CONCRETE SLAB EDGE

PANEL BEYOND

40"

16"

DOCK SLAB

PER PLAN

5'-1

0"

REINF. PER PLAN

REMOVE EPS 4" MIN AT

PANEL BOTTOM

PERIMETER BAR REINF. PER

PANEL ELEVATIONS

PE

R P

LA

N

PER PLAN

EXTERIOR INTERIOR




#4 AT 24" O.C.

#5 AT CONCRETE SLAB EDGE

PANEL BEYOND

40"

16"

1'-1

0"

QA

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ATTENTION

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TYP TILT-UP PANEL FOUNDATION

SCALE: 1 1/2"=1'-0"

3

FOUNDATION TILT-UP PANEL DOCK HIGH

SCALE: 1 1/2"=1'-0"

2

TYP TILT-UP PANEL FOUNDATION AT DOOR

SCALE: 1 1/2"=1'-0"

5

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DETAILS SHOW PANEL ANCHORAGE AT FLOOR SLAB.ANCHORAGE TO FOOTING MAY BE PROVIDED IN LIEU OF FLOOR

ANCHOR SYSTEM AS PER CONTRACTOR OPTION.

PANEL

1/4"

(2) #4x30" A706 REBAR

SPACED 8" APART

L4x4x3/8" x 12"

1/4"

6x10x3/8" PLATE


PANEL (NOT SHOWN)

PANEL END CHORD

REINF. PER PLAN

REMOVE 1" OF EPS FOR

MIN. CLEAR AROUND ALL

EMBED REINFORCEMENT

PANEL

1/4"

1/4"

(2) #4x30" A706 REBAR

SPACED 8" APART

6"x12"x3/8 PLATE

L4x4x3/8 x 10"

L4x4x3/8 x 12"

PANEL END CHORD

REINF. PER PLAN


PANEL (NOT SHOWN)

REMOVE 1" OF EPS FOR

MIN. CLEAR AROUND ALL

EMBED REINFORCEMENT

8"

PANEL

PANEL END CHORD

REINF. PER PLAN


PANEL (NOT SHOWN)

1/4"

1/4"

(2) #4x30" A706 REBAR

SPACED 8" APART

1/4"

1/4"

L4x4x3/8 x10

SEE DETAIL 5/S3 FOR RETURN LEG

CONFIGURATION AND REINF.

PANEL


PANEL (NOT SHOWN)

REMOVE 1" OF EPS FOR MIN. CLEAR

AROUND EMBED REINFORCEMENT

6x10x3/8

REMOVE EPA 12" AT PANEL CONNECTION

PANEL PER PLAN

L4x4x1/2 x 12"

EACH SIDE

3" 2"

BEAM PER PLAN

CONCRETE FLOOR

SYSTEM PER PLAN

3/4" Ø A325 BOLT

TYP OF (4)

1/2"

MAX

3/4" x 5" TITEN HD,

TYP OF (8)

3"

30"x24"

REMOVE EPS 8" DIAMTER,

CENTERED AT STUD

PANEL PER PLAN

REMOVE EPS FOR

MIN. CLEAR AROUND

ALL ANCHORS

L4x4x1/2 x 10"

3" 2"

PURLIN PER PLAN

CONCRETE FLOOR

SYSTEM PER PLAN

3/4" Ø A325 BOLT

TYP OF (3)

1/2"

MAX

3/4" x 5" TITEN HD,

TYP OF (3)

3 1/2"

24"x24"

REMOVE EPS CONTINUOUS FOR

6" ANGLE EMBED

REMOVE EPS FOR

ANGLE EMBED

3" 2"

5/8" x 6" TITEN HD,

AT 2'-4" O.C.

CANOPY, BY OTHERS

8"

REMOVE EPS

CONTINUOUS STRIP

PANEL PER PLAN

3" 2"

CONCRETE FLOOR

SYSTEM PER PLAN

1/2" x 3" TITEN

HD, AT 48" O.C.

L4x4x1/4" CONT.

REMOVE EPS

CONTINUOUS STRIP

6"

PANEL PER PLAN

3" 2"

CONCRETE FLOOR

SYSTEM PER PLAN

1/2" x 3" TITEN

HD, AT 48" O.C.

L4x4x1/4" CONT.

6"

REMOVE EPS CONTINUOUS

STRIP FOR ANGLE SUPPORT

BEAM PER

PLAN

6"x10"x3/8" EMBED

PLATE CENTERED

IN RETURN LEG

(2) 5/8"x6" WELDED

HEADED STUD ANCHOR

2"x10"x1/4" SHEAR

TAB PLATE

2"

1/4"10"

REMOVE EPS TO

PROVIDE MIN 6" CLEAR

AROUND STUD ANCHORS

1/4"10"

PANEL RETURN

LEG

1'-0"

3"

6"

3"

1'-1

0"

2"

6"

6"

6"

REMOVE EPS TO PROVIDE

MIN 6" CLEAR AROUND

STUD ANCHORS

6"x22"x1/2" EMBED

PLATE w/ (4) 5/8"x6"

WELDED HEADED

STUD ANCHORS

4 1/2"x12"x1/4"

SHEAR TAB PLATE

3"

4"x22"x1/2" EMBED

PLATE w/ (4) 5/8"x6

WELDED HEADED

STUD ANCHORS

2"x12"x3/8" SHEAR

TAB PLATE

BEAM PER PLAN

1/4"12"

1/4"12"

1/4"12"

1/4" 12"

COPE BEAM TOP AND

BOTTOM FLANGE AS

REQUIRED AT PANEL

RETURN LEG

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TYP PANEL TO PANEL IN-LINE CONNECTION

SCALE: 1 1/2"=1'-0"

2

PANEL CONNECTION AT OUTSIDE CORNER

SCALE: 1 1/2"=1'-0"

3

PANEL TO PANEL CONNECTION AT RETURN

SCALE: 1 1/2"=1'-0"

4

METAL DECK BEARING AT PANEL

SCALE: 1"=1'-0"

5

METAL DECK AT PANEL

SCALE: 1"=1'-0"

6

BEAM CONNECTION TO PANEL

SCALE: 1"=1'-0"

7

PURLIN CONNECTION TO PANEL

SCALE: 1"=1'-0"

8

AWNING CONNECTION TO PANEL

SCALE: 1"=1'-0"

9

BEAM EMBED AT PANEL RETURN LEG

SCALE: 3"=1'-0"

10

BEAM EMBED NEAR PANEL RETURN LEG

SCALE: 1 1/2"=1'-0"

6

6

RF

I # 10, P

AN

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REMOVE EPS FOR 5" MIN.

CLEAR AROUND ALL

ANCHORS

3/4"x5" NELSON STUDS,

SPACED 12" APART

CENTERED ABOUT JOIST

ROOFING SYSTEM

PER PLAN

L4x4x3/8" CONT.

12"

REMOVE EPS FOR 5"

MIN. CLEAR AROUND

ALL ANCHORS

ROOFING SYSTEM

PER PLAN

L4x4x3/8" CONT.

12"


SPACED 24" APART

BETWEEN JOISTS

REMOVE EPS FOR 5" MIN.

CLEAR AROUND ALL

ANCHORS

L4x4x3/8" CONT.

12"

ROOFING SYSTEM

PER PLAN


SPACED 24" APART

BETWEEN JOISTS

REMOVE EPS FOR 5"

MIN. CLEAR AROUND

ALL ANCHORS

L4x4x3/8" CONT.

12"

12"x12"

1/2" x 4" TITEN HD.

L3x3x3/16 x6" CL1B

HORIZ. BRIDGING

PER JOIST MANUF.

ROOFING SYSTEM PER PLAN

HORIZ. BRIDGING

PER JOIST MANUF.


SPACED 24" O.C.

STABILIZER PLATE


L6x6x1/2 x 10"

1/4" PLATE

12"x12"x1/2" EMBED PLATE

(4) 3/4"x5" STUDS

AT 8"x8" SPACING


1'-8"x24"

L4x4x1/4 x 10"

REMOVE EPS AS NOTED

4"

8"

5/8"x4" TITEN HD

12"x12"

8"

5/8"x4" TITEN HD

8"x8" CUT OUT IN PANEL

2"

1'-0"

ROOF LINE

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1

TYP K JOIST BEARING AT EXTERIOR WALL

SCALE: 1 1/2"=1'-0"

2

BETWEEN JOIST BEARING AT EXTERIOR WALL

SCALE: 1 1/2"=1'-0"

3

END WALL SECTION

SCALE: 1 1/2"=1'-0"

4

BAR JOIST BRIDGING AT WALL SECTION

SCALE: 1 1/2"=1'-0"

5

JOIST GIRDER TO WALL

SCALE: 1 1/2"=1'-0"

6

SCUPPER AND OVERFLOW SCUPPER

SCALE: 1 1/2"=1'-0"

GENERAL SHEET NOTES:

1. ALL ROOF FRAMING, JOIST CONNECTIONS, EMBED CONNECTIONS

AND WELDS ARE BY KEEGAN ENGINEERING DRAWINGS

5

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#5 EACH FACE#5 EACH FACE

#4 EACH FACE ABOVE

OPENING

#4 EACH FACE BELOW

OPENING

#4 EACH FACE ABOVE

OPENING

#4 EACH FACE BELOW

OPENING

#4 EACH FACE

FLOOR LINE

#5 EACH FACE

#4 EACH FACE

#5 EACH FACE

(2) #5 EACH FACE

(2) #5 EACH FACE

27'-11"

19'-11"

5'-0"4'-0"5'-0"2'-11 1/2" 2'-11 1/2"

5'-0"

8'-6"

5'-0"

4'-1"

5'-4"

4'-1

1"

32'-10"

3'-11 1/2"

11'-11 1/2"

13'-0"

26'-0"

15'-8"

11'-7 1/2"

19'-3 1/2"

15'-0"

3'-11 1/2"

3

7

'

-

1

1

5

/

1

6

"

32

'-6

"

19'-7"

5'-4"3'-8"5'-4"2'-7 1/2" 2'-7 1/2"

5'-4

"8

'-8

"5

'-0

"

4'-0" 3'-11 1/2" 3'-11 1/2" 4'-0"

8'-2

"5

'-4

"

3'-8"

18

'-6

"

1'-4 1/2"1'-4 1/2"

1'-4 1/2" 1'-4 1/2"

5'-0

"

10

'-4

"

23

'-1

0"

32

'-6

"

QA

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is d

ocu

me

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art th

ere

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s In

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3/8" = 1'-0"

PANEL 2 - DIMENSIONS

3/8" = 1'-0"

PANEL 2 - INNSTRUCT LAYOUT


1. SEE TILT-UP PANEL FOUNDATION DETAILS

ON SHEET S5.

SHEET KEY NOTES:

1. PANEL TO PANEL IN-LINE CONNECTION EMBED.

REMOVE EPS TO PROVIDE MIN CONCRETE COVER,

AS SHOWN IN DETAIL 1 SHEET S6.

2. PANEL CONNECTION EMBED AT OUTSIDE CORNER.



3. PANEL TO PANEL CONNECTION EMBED AT RETURN.



4. LEDGER CONNECTION FOR METAL DECK BEARING.

REMOVE A 6" CONTINUOUS STRIP OF EPS AT LEDGER

LOCATION, AS SHOWN IN DETAIL 4 SHEET S6.

5. LEDGER CONNECTION FOR METAL DECK AT PANEL.



6. FLOOR BEAM CONNECTION AT PANEL. REMOVE EPS

TO PROVIDE ADEQUATE CONCRETE COVER FOR

ANCHORS. SEE DETAIL 6 SHEET S6.

7. FLOOR PURLIN CONNECTION AT PANEL. REMOVE EPS



8. AWNING CONNECTION TO PANEL. REMOVE A 8"

CONTINUOUS STRIP OF EPS AT AWNING

CONNECTION AS SHOWN IN DETAIL 8 SHEET S6.

9. ROOF JOIST LEDGER CONNECTION AT PANEL WALL.

REMOVE EPS AT ROOF LEDGER CONNECTION. SEE

DETAIL 1 SHEET S7.

10. ROOF LEDGER BETWEEN JOISTS. REMOVE EPS AT

LEDGER CONNECTION AS SHOWN IN DETAIL 2 SHEET

S7.

11. ROOF LEDGER AT END WALL. REMOVE EPS AT

LEDGER AS SHOWN IN DETAIL 3 SHEET S7.

12. BAR JOIST BRIDGING CONNECTION AT ROOF JOIST.

REMOVE EPS AT LEDGER CONNECTION AS WELL AS

12"x12" EPS REMOVAL AT BRIDGING BOTTOM

ANCHOR, AS SHOWN IN DETAIL 4 SHEET S7.

13. JOIST GIRDER EMBED AT PANEL WALL. REMOVE EPS

PER DETAIL 5 SHEET S7.

14. REMOVE EPS BELOW JOIST GIRDER EMBED TO

PROVIDE 9" x 9" COLUMN TO FOUNDATION. PROVIDE

(2) #6 AT EACH FACE FOR COLUMN REINFORCEMENT.

15. SCUPPER AND OVERFLOW SCUPPER AS SHOWN IN

DETAIL 6 SHEET S7.







3

3 3

3

7

5

9

10

9

7

7

6

6

RF

I # 10, P

AN

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A

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CLR

5/11/20

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S D

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RE

D S

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LC

LR

4/17/20

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OJE

CT

NA

ME

#5 EACH FACE#5 EACH FACE

#4 EACH FACE ABOVE

OPENING

#4 EACH FACE BELOW

OPENING

#4 EACH FACE ABOVE

OPENING

#4 EACH FACE BELOW

OPENING

#4 EACH FACE

FLOOR LINE

#4 EACH FACE

#5 EACH FACE #5 EACH FACE

(2) #5 EACH FACE (2) #5 EACH FACE

27'-11"

20'-0"

5'-0"4'-0"5'-0"3'-0" 3'-0"

5'-0"

8'-6"

5'-0"

4'-1"

5'-4"

6'-1

1"

34'-10"

13'-0"

26'-0"

15'-8"

6'-11 7/8"

14'-7 7/8"

8'-0"

16'-0"

13'-0"

15'-0"

3

9

'

-

8

9

/

1

6

"

34

'-6

"

19'-8"

5'-4"3'-8"5'-4"2'-8" 2'-8"

5'-4

"8

'-2

"5

'-4

"1

0'-8

"5

'-0

"

4'-0" 4'-0" 4'-0" 4'-0" 3'-8"

18

'-6

"

4"1'-4"

5'-0

"

1'-0"

10

'-4

"

23

'-1

0"

34

'-6

"

1'-0"

1'-4" 4"

QA

/Q

C

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EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

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sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

n a

uth

oriza

tio

n o

f

Fo

rsg

re

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s In

c.

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ATTENTION

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3/8" = 1'-0"


3/8" = 1'-0"


5

S3

5

S3



ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







3

3 3

37

5

9

10

9

7

9

6

6

RF

I # 10, P

AN

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IM

A

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CLR

5/11/20

5

TIP

S D

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MIT

TA

LC

LR

4/17/20

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OJE

CT

NA

ME

#5 EACH

FACE

#5 EACH

FACE

#4 EACH FACE

ABOVE OPENING

#4 EACH FACE

BELOW OPENING

#4 EACH FACE

#4 EACH FACE

FLOOR LINE

27'-11"

13'-9 1/2"

4'-1

1"

32'-10"

19'-11"

3'-4"2'-9 1/2"

1'-4"

7'-8"

13'-0"

26'-0"

7'-11 1/2"

15'-11 1/2"

(2) #5

EACH

FACE

#5 EACH

FACE

3

7

'

-

1

1

5

/

1

6

"

13'-5 1/2"

19'-7"

3'-8"2'-5 1/2"

1'-0

"8

'-0

"

4'-0" 4'-0" 4'-0" 4'-0" 3'-7"

9'-0

"

32

'-6

"

2'-1 1/2"1'-6 1/2"

QA

/Q

C

DE

SIG

NE

D

DR

AW

N

AP

PR

OV

ED

NO

.R

EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

nd

sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

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tio

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f

Fo

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LINE IS 2 INCHES

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7 P

M

SP7

PA

NE

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LE

VA

TIO

NS

3/8" = 1'-0"


3/8" = 1'-0"




ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







3

3 3

3

9

10

9

6

6

RF

I # 10, P

AN

EL D

IM

A

DJU

ST

CLR

5/11/20

5

TIP

S D

EF

ER

RE

D S

UB

MIT

TA

LC

LR

4/17/20

PR

OJE

CT

NA

ME

FLOOR LINE

#5 EACH FACE #5 EACH FACE #5 EACH FACE #5 EACH

FACE

#4 EACH FACE ABOVE

OPENING

#4 EACH FACE BELOW

OPENING

#4 EACH FACE

ABOVE OPENING

#4 EACH FACE

BELOW OPENING

#4 EACH FACE

#4 EACH FACE

ADJACENT PANEL

34'-10"

20'-1 3/4"

3'-1 3/4"12'-0"5'-0"

1'-4"

10'-6"

7'-0"

5'-0"

4'-1"

6'-1

1"

27'-11"

(2) #5 EACH FACE(2) #5 EACH FACE

13'-0"

26'-0"

4'-0"

12'-0"

8'-9

"

1"

11"

4'-9"

12'-2"

15'-8"

CANOPY ANCHORS (EXTERIOR FACE OF WALL)

15'-0"

CANOPY ANCHORS (EXTERIOR FACE OF WALL)

14'-1"

12'-10"

8" SOLID CONCRETE RETURN

AT STOREFRONT. SEE DETAIL

6 SHEET S3

SPAN (BELOW OPENING)

3

9

'

-

9

7

/

1

6

"

34

'-6

"

19'-9 3/4"

2'-7 3/4"12'-4"4'-10"

1'-0

"1

0'-1

0"

6'-8

"5

'-4

"1

0'-8

"

4'-0" 4'-0" 4'-0" 4'-0" 3'-11 3/4"

1'-2"

1'-2"

3'-2"

3'-2"

1'-0

"

11

'-1

0"

18

'-6

"

23

'-1

0"

34

'-6

"

QA

/Q

C

DE

SIG

NE

D

DR

AW

N

AP

PR

OV

ED

NO

.R

EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

nd

sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

n a

uth

oriza

tio

n o

f

Fo

rsg

re

n A

sso

cia

te

s In

c.

PAGE NO:

DATE:

SHEET NO:


AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PR

OJE

CT

N

O.

95

W

ES

T 1

00

S

OU

TH

, S

TE

. 1

15

, L

OG

AN

, U

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43

21

PH

: 4

35

.2

27

.0

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: 4

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.2

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33

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R

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02

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:0

2 A

M

SP10

PA

NE

L E

LE

VA

TIO

NS

3/8" = 1'-0"


3/8" = 1'-0"




ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







3

3 2

2

9

8 9

77

5

10

8

6

6

S3

6

5

S3

6

6

RF

I # 10, P

AN

EL D

IM

A

DJU

ST

CLR

5/11/20

5

TIP

S D

EF

ER

RE

D S

UB

MIT

TA

LC

LR

4/17/20

PR

OJE

CT

NA

ME

FLOOR LINE

#4 EACH FACE

#4 EACH FACE

ABOVE OPENING

#4 EACH FACE

BELOW OPENING

#4 EACH FACE

#4 EACH FACE

ABOVE/BELOW OPENING

(2) #6 EACH

FACE

(2) #6 EACH

FACE

(2) #6 EACH

FACE

(2) #6 EACH

FACE

34'-10"

18'-11 1/2"

12'-0"4'-5 3/4" 2'-5 3/4"

14'-6"

6'-0"

2'-0"

28'-6 11/16"

6'-3 5/1

6"

28'-10 7/16"

5'-11

1/16"

1'-4"

4'-8 11/16"

1'-11 3/4"

13'-0"

28'-10 15/16"

5'-1

1 9

/16

"

26'-0"

14'-3 3/4"

27'-2 3/8"

(2) #6 EACH

FACE

SPAN (BELOW OPENING)

3

9

'

-

2

1

/

2

"

34

'-6

"

18'-7 1/2"

12'-4"4'-1 3/4" 2'-1 3/4"

14

'-1

0"

5'-8

"2

'-4

"1

'-0

"

2'-7 1/2" 4'-0"4'-0"

4'-0" 4'-0"

2'-5 3/4" 1'-10 1/4"

2'-5 3/4"1'-10 1/4"

23

'-1

0"

34

'-6

"

15

'-1

0"

21

'-6

"

QA

/Q

C

DE

SIG

NE

D

DR

AW

N

AP

PR

OV

ED

NO

.R

EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

nd

sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

n a

uth

oriza

tio

n o

f

Fo

rsg

re

n A

sso

cia

te

s In

c.

PAGE NO:

DATE:

SHEET NO:


AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PR

OJE

CT

N

O.

95

W

ES

T 1

00

S

OU

TH

, S

TE

. 1

15

, L

OG

AN

, U

T 8

43

21

PH

: 4

35

.2

27

.0

33

3 F

AX

: 4

35

.2

27

.0

33

4

G:\P

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9\1

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14

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M

SP14

PA

NE

L E

LE

VA

TIO

NS

3/8" = 1'-0"


3/8" = 1'-0"




ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







1

1

3

11

1

9

13

14

5

TIP

S D

EF

ER

RE

D S

UB

MIT

TA

LC

LR

4/17/20

PR

OJE

CT

NA

ME

FLOOR LINE

(2) #6 EACH

FACE

(2) #6 EACH

FACE

(2) #6 EACH

FACE

(2) #6 EACH

FACE

#4 EACH FACE

ABOVE OPENING

#4 EACH FACE

BELOW OPENING

#4 EACH FACE

#4 EACH FACE

9'-0"2'-11 3/4" 2'-11 3/4"

10'-6"

5'-4"

36'-10"

14'-11 1/2"

32'-2 15/16"

4'-7 1

/16

"

32'-6 11/16"

4'-3 5

/16

"

16'-4 15/16"

17'-0"

30'-0"

7'-7 3/4"

30'-11 1/4"

3

9

'-

3

1

5

/

1

6

"

9'-4"2'-7 3/4" 2'-7 3/4"

10

'-1

0"

5'-0

"

36

'-6

"

14'-7 1/2"

20

'-8

"

4'-0" 4'-0" 4'-0" 2'-7 1/2"

1'-4"

36

'-6

"

15

'-1

0"

5'-0

"

QA

/Q

C

DE

SIG

NE

D

DR

AW

N

AP

PR

OV

ED

NO

.R

EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

nd

sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

n a

uth

oriza

tio

n o

f

Fo

rsg

re

n A

sso

cia

te

s In

c.

PAGE NO:

DATE:

SHEET NO:


AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PR

OJE

CT

N

O.

95

W

ES

T 1

00

S

OU

TH

, S

TE

. 1

15

, L

OG

AN

, U

T 8

43

21

PH

: 4

35

.2

27

.0

33

3 F

AX

: 4

35

.2

27

.0

33

4

G:\P

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9\1

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21

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T

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AD

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tru

ctu

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02

0 2

:1

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M

OF

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BL

O T

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NG

LE

T

IL

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CL

R

CL

R

DL

B

DL

B

14

-1

9-0

21

4

LA

S V

EG

AS

NE

VA

DA

G:\P

ro

je

cts 1

9\1

4-1

9-0

21

4 D

ia

blo

T

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ng

le

T

ilt-U

p\C

AD

\S

he

ets\S

tru

ctu

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l\D

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T

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ilt-U

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- ---- - 5

/1

4/2

02

0 2

:1

0 P

M

SP15

PA

NE

L E

LE

VA

TIO

NS

3/8" = 1'-0"


3/8" = 1'-0"




ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







1

1

1

11

1

12

5

TIP

S D

EF

ER

RE

D S

UB

MIT

TA

LC

LR

4/17/20

PR

OJE

CT

NA

ME

FLOOR LINE

#4 EACH FACE

29'-11"

19'-11 1/2"

6'-1

1"

36'-10"

15'-0"

28'-0"

7'-11 3/4"

15'-11 3/4"

(7) #4 EACH FACE

#4 EACH FACE

#4 EACH

FACE

#4 EACH

FACE

8'-9 3/4"

10'-5 3/4"

30'-7 1/4"

30'-9 1/4"

4

1

'

-

5

5

/

1

6

"

19'-7 1/2"

36

'-6

"

4'-0" 4'-0" 4'-0" 4'-0" 3'-7 1/2"

30

'-3

1

/4

"

30

'-5

1

/4

"

5 3/4"

2'-1 3/4"

12"x12" CUT OUT

QA

/Q

C

DE

SIG

NE

D

DR

AW

N

AP

PR

OV

ED

NO

.R

EV

IS

IO

NS

DA

TE

BY

Th

is d

ocu

me

nt o

r a

ny p

art th

ere

of in

d

eta

il o

r d

esig

n

co

nce

pt is th

e p

ro

pe

rty o

f F

orsg

re

n A

sso

cia

te

s In

c. a

nd

sh

all n

ot b

e co

pie

d w

ith

ou

t th

e w

ritte

n a

uth

oriza

tio

n o

f

Fo

rsg

re

n A

sso

cia

te

s In

c.

PAGE NO:

DATE:

SHEET NO:


AT FULL SIZE

LINE IS 2 INCHES

ATTENTION

PR

OJE

CT

N

O.

95

W

ES

T 1

00

S

OU

TH

, S

TE

. 1

15

, L

OG

AN

, U

T 8

43

21

PH

: 4

35

.2

27

.0

33

3 F

AX

: 4

35

.2

27

.0

33

4

G:\P

ro

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cts 1

9\1

4-1

9-0

21

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T

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T

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AD

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tru

ctu

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T

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T

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- ---- - 5

/1

4/2

02

0 2

:1

1 P

M

OF

MARCH 26, 2020

DIA

BL

O T

RIA

NG

LE

T

IL

T-U

P

CL

R

CL

R

DL

B

DL

B

14

-1

9-0

21

4

LA

S V

EG

AS

NE

VA

DA

G:\P

ro

je

cts 1

9\1

4-1

9-0

21

4 D

ia

blo

T

ria

ng

le

T

ilt-U

p\C

AD

\S

he

ets\S

tru

ctu

ra

l\D

ia

blo

T

ria

ng

le

T

ilt-U

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la

n S

et.d

wg

- ---- - 5

/1

4/2

02

0 2

:1

1 P

M

SP19

PA

NE

L E

LE

VA

TIO

NS

3/8" = 1'-0"


3/8" = 1'-0"




ON SHEET S5.

SHEET KEY NOTES:



























DETAIL 1 SHEET S7.



S7.













DETAIL 6 SHEET S7.







1

9

1

10

9

1

1

9

15

5

TIP

S D

EF

ER

RE

D S

UB

MIT

TA

LC

LR

4/17/20

PR

OJE

CT

NA

ME

Documents

DATE DIABLO TRIANGLE · 2020. 12. 11. · G:\Projects 19\14-19-0214 Diablo Triangle Tilt-Up\CAD\Sheets\Structural\Diablo Triangle Tilt-Up Plan Set.dwg - ----- 5/14/2020 2:04 PM OF