mille lacs band of ojibwe - district iii community center · mille lacs band of ojibwe - district...

COMM. NO.:

CHECKED BY:

DATE:

DRAWN BY:

REVISION DATE

Hin

ckle

y R

oad

Hin

ckle

y, M

N 5

5037

DMW

04/18/16

Mill

e L

acs

Ban

d o

f O

jibw

e -

Dis

tric

t II

I C

om

mu

nit

y C

ente

r

© 2004-2015 Negen and Associates, St. Cloud, MN 56303

RJS

15624

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umes

/Offi

ce/P

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cts/

2015

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827•

Mill

e La

cs B

and-

Dis

tric

t III

Com

mun

ity C

ente

r/A

rchi

CA

D M

odel

s/S

D4.

pln

T

hurs

day,

Nov

embe

r 12

, 201

5

12:

58 P

M

700 41st Avenue NorthSt. Cloud, Minnesota USA 56303320.251.3304www.negenarchitects.com

STUDIO

TELEPHONEWEB

CONSULTANTS

S2.2

SECOND FLOORFRAMING PLAN

E

D

1 4

A

12111097 86

K

F

3 5

J

H

G

C

B

2

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CONSTRUCTION DOCUMENTS

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License No.

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Date

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41971

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08/17/16

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RYAN J. SEAVERT, PE

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I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I ENGINEER am ENGINEER am am a duly Licensed under the laws of the state of MINNESOTAMINNESOTA

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DUFFY ENGINEERING AND ASSOCIATES, INC.

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STRUCTURAL - CIVIL - SURVEYING -

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MECHANICAL - ELECTRICAL

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350 Highway 10 South, Suite 101

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St. Cloud, MN 56304

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Phone: (320) 259-6575

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Fax: (320) 259-6991

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Email: [email protected]

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1 04/29/16 FOOTING ELEVATIONS

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2 05/05/16 SPLASH PAD TANK

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3 05/11/16 ADDENDA #3

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4 06/29/16 FLOOR DESIGN

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5 08/18/16 GENERAL REVISIONS

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UP

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ELEV. OPNG.

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SL4

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OPEN TO BELOW

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PLAN

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N

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3/32"=1'-0"

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SECOND FLOOR FRAMING PLAN

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11

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S3.1

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S3.1

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1

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SUPERIMPOSED LIVE LOAD = 100 PSF

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ALL LINE LOADS SHOWN ARE POUNDS PER LINEAR FOOT AND

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CONCENTRATED LOADS ARE KIPS(1 KIP = 1000 POUNDS).

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PRECAST LOADING LEGEND:

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SUPERIMPOSED DEAD LOAD = 85 PSF

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PCL1

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W30x90

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PRECAST FLOOR NOTES: 1.FOR GENERAL STRUCTURAL NOTES AND SPECIFICATIONS SEE S1. FOR GENERAL STRUCTURAL NOTES AND SPECIFICATIONS SEE S1. 2.REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF WALLS, REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS. 3.PRECAST SUPPLIER SHALL DESIGN PRECAST PLANK FOR PRECAST SUPPLIER SHALL DESIGN PRECAST PLANK FOR SUPERIMPOSED FLOOR LOADS AS INDICATED, LOAD BEARING PARTITION LOADS, AND COLUMN LOADS INDICATED. SUPERIMPOSED FLOOR LOADS INCLUDE LIVE LOAD, 10 PSF TOPPING AND 10 PSF MISC. COLLATERAL LOAD. LOADS INDICATED ARE SERVICE LOADS. 3.1.ALL OPENINGS 8" OR LARGER IN ANY DIMENSION SHALL BE ALL OPENINGS 8" OR LARGER IN ANY DIMENSION SHALL BE FORMED OR CUT ON THE SITE BY THE ERECTOR. 3.2.ALL OPENINGS SMALLER THAN 8" SHALL BE CUT BY THE ALL OPENINGS SMALLER THAN 8" SHALL BE CUT BY THE CONTRACTOR REQUIRING THE OPENINGS. 3.3.OPENINGS SHALL BE CUT FROM THE BOTTOM OR BY CORE OPENINGS SHALL BE CUT FROM THE BOTTOM OR BY CORE TYPE DRILLS FROM THE TOP. THE MECHANICAL/ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR THE LOCATION OF ALL HOLES TO BE FORMED OR CUT INTO THE UNITS. OPENINGS SHALL BE NO LARGER THAN NECESSARY TO ACCOMMODATE THE WORK. 4.FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS.

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12" PRECAST PLANK & 4" TOPPING

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20" DOUBLE TEE & 4" TOPPING

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12" PRECAST PLANK & TOPPING

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HSS10"x3"x "18"

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28K9 JOIST

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28K12 JOIST

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28K10 JOIST

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28K10 JOIST

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28K9 JOIST

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28K6 JOIST

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28K7 JOIST

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28K7 JOIST

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28K6 JOIST

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28K6 JOIST

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28K6 JOIST

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28K6 JOIST

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W12x26

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W12x14

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TAPPERED TUBE

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W12x14 @

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W12x14 @

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W12x14 @

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C2488

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W24x55 CONT.

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TAPPERED TUBE

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TAPERED TUBE

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W12x26 @

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C10

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C1

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W8x18

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W30x90

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W30x90

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W30x90

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C10

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C10

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C10

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C10

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C7

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C4

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W16x77

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16K3 JOISTS

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16K3 JOISTS

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16K3 JOISTS

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W24x55

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C1A

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150PLF VERIFY W/ CURTAIN WALL SUPPLIER

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6K EMBED/ POCKET

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0 PSF

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60.2 PSF

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60.2 PSF ADDITIONAL SNOW LOAD DUE TO DRIFT

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2

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10

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3

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4

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7

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8

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9

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6

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HSS10"x3"x "18"

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HSS10"x6"x " 14" (HORIZ.)

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HSS10"x6"x " 14" (HORIZ.)

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HSS6"x6"x "14"

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HSS6"x6"x "14"

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HSS6"x6"x "14"

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HSS6"x6"x "14"

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4" CONCRETE SLAB (TOTAL) WITH 6X6-W2.9xW2.9 WWF OR APPROVED EQ. FIBERMESH ON 1 " 'C' 22ga. 12" 'C' 22ga. STEEL DECK, FFE=114'-0"

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C1

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V=±11.1KH=±14.375

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V=±11.1KH=±14.375

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SL1

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HSS10"x3"x "18"

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14

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HSS10"x3"x "18"

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15

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S3.2

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1

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16

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5

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4" CONCRETE SLAB (TOTAL) WITH 6X6-W2.9xW2.9 WWF OR APPROVED EQ. FIBERMESH ON 1 " 'C' 22ga. 12" 'C' 22ga. STEEL DECK

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W12x96 CONT.

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W12x40 CONT.

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JOIST BEARING EL=112'-8"

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TOP OF STEEL EL=112'-8"

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W12x87 CONT.

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S3.2

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4

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S3.2

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2

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JOIST BRG. EL=112'-8"

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PRECAST BRG. EL=112'-8"

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W12x53

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S3.2

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5

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TYP.

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2

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SIM.

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C4

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1

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3 SPA. @

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3 SPA. @

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3 SPA. @

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SL1

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SL1

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SL2

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SL2

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2

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3

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PRECAST BRG. EL=112'-8"

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ML2

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ML2

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ML3

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ML3

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PCL1

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PCL1

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PCL1

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PCL1

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PCL1

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PCL1

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PCL1

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SL4

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SL5

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7 SPA. @

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7 SPA. @

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7 SPA. @

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S3.2

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1

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PCL1

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0 PSF

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93 PSF

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93 PSF ADDITIONAL SNOW LOAD DUE TO DRIFT

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16K4

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16K4

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16K4

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16K5

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16K6

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16K4

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16K4 JOISTS

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16K4 JOISTS

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16K4 JOISTS

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170PLF LINE LOAD FOR OPERABLE WALL, VERIFY W/ SUPPLIER

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C4

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38K

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92K

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W12x30

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W12x35

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W12x40

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W12x87

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C2A

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39K

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33K

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SL4

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SL4

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SL4

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SL4

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SL4

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SL4

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SL4

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C4

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C1082

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C1082

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C1082

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C1082

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C1082

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TAPPERED TUBE

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TAPPERED TUBE

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TAPPERED TUBE

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TAPPERED TUBE

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C2488

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C3

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C3

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C3

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C3

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C3

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C3

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1 " SCH 40 14" SCH 40 PIPE HANGER

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S3.2

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8

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S

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S

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5

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SL1

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HSS8"X4"X "X8'-0" 516"X8'-0" W/ EMBED PL W/ 38 EMBED PL W/ (2) "X4" HSA EA END12"X4" HSA EA END

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HSS6"X5"X "X10'-8" 12"X10'-8"

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HSS6"X5"X "X10'-8" 12"X10'-8"

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S3.1

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17

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S3.1

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17

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5

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5

COMM. NO.:

CHECKED BY:

DATE:

DRAWN BY:

REVISION DATE

Hin

ckle

y R

oad

Hin

ckle

y, M

N 5

5037

DMW

04/18/16

Mill

e L

acs

Ban

d o

f O

jibw

e -

Dis

tric

t II

I C

om

mu

nit

y C

ente

r


RJS

15624

/Vol

umes

/Offi

ce/P

roje

cts/

2015

/150

827•

Mill

e La

cs B

and-

Dis

tric

t III

Com

mun

ity C

ente

r/A

rchi

CA

D M

odel

s/S

D4.

pln

T

hurs

day,

Nov

embe

r 12

, 201

5

12:

58 P

M


STUDIO

TELEPHONEWEB

CONSULTANTS

S2.3

ROOF FRAMINGPLAN

E

D

1 4

A

12111097 86

K

F

3 5

J

H

G

C

B

2

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License No.

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Date

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41971

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08/17/16

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RYAN J. SEAVERT, PE

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St. Cloud, MN 56304

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Phone: (320) 259-6575

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Fax: (320) 259-6991

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3 05/11/16 ADDENDA #3

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PCL1

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PCL1

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PCL1

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PCL1

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ML1

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ML1

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W8x18 HOIST BEAM

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1 " 22 GA 12" 22 GA TYPE B METAL ROOF DECK, TYP

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PLAN

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N

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3/32"=1'-0"

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ROOF FRAMING NOTES: 1.FOR COLUMN COLUMN SCHEDULE AND BASEPLATE DETAILS SEE S3. FOR COLUMN COLUMN SCHEDULE AND BASEPLATE DETAILS SEE S3. 2.FOR GENERAL STRUCTURAL NOTES AND SPECIFICATIONS SEE S1. FOR GENERAL STRUCTURAL NOTES AND SPECIFICATIONS SEE S1. 3.REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF WALLS, REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF WALLS, OPENINGS, AND ADDITIONAL DETAILS OR SECTIONS. 4.VERIFY LOCATIONS AND SIZES OF ALL RTU'S, SUSPENDED VERIFY LOCATIONS AND SIZES OF ALL RTU'S, SUSPENDED EQUIPMENT, AND ROOF PENETRATIONS. NOTIFY ENGINEER OF ANY CHANGES OR DISCREPANCIES, SEE X/S4 AND X/S4 FOR PENETRATION FRAMING DETAILS. SUPPORT ALL SUSPENDED EQUIPMENT OFF TOP CHORD OF JOIST AT PANEL POINTS.

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ROOF FRAMING PLAN

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S3.1

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12

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PCL1

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PCL1

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PCL1

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PCL1

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7 ROWS HORIZ BRIDGING, TYP.

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C2

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W16x36(+5)

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W16x36(+5)

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C8

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C2

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W14x30

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W24x68

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W21x83 CONT.

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C4

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C7

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W16x31

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W16x31

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W36x135 CONT.

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C1

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C1

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44LH12 JOISTS

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44LH12 JOISTS

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44LH12 JOISTS

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PCL1

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70K VERT. (7.2K LAT) EMBED/ POCKET 7/CAL80

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64DLH13 JOIST

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64DLH13 OR 4x4x " 516" VERIFY W/ PC SUPPLIER

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6K(2K DL/4K LL), TYP.

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16K2 JOISTS @

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16K2 JOISTS @

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16K2 JOISTS @

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30K VERT. (7.2K LAT) EMBED/ POCKET

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S3.1

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13

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S3.1

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1

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2

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10

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1

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2

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9K

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9K

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9K(3K DL, 6K LL)

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6K(2K DL/4K LL)

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64DLHSP JOIST ALT:(2)64DLH17SP JOISTS

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH13 JOIST

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64DLH16SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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64DLH17SP JOIST

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4 ROWS HORIZ. BRIDGING

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6 ROWS HORIZ. BRIDGING

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W24x55

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C2

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S3.1

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17

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36LH12SP JOIST

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32LH10 JOIST

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1 " SCH 40 PIPE 14" SCH 40 PIPE HANGER, TYP.

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HSS5"x5"x " 14" X-BRACING

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HSS5"x5"x " 14" X-BRACING

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S3.1

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17

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S3.2

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4

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C4

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C2

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C7

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C8

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W21x44

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W24x62

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W18x50

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C4

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W21x44

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W21x44

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W21x44

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W16x36

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C4

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C4

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S3.2

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3

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MC816

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CANT. W18, PROVIDE CLIP CONN. TO CORNER C2

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38"x7"x16" EMBED. W/ (4) "x12" HSA12"x12" HSA

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20K EMBED/ POCKET

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36LH12SP JOIST

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C4

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SL3

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SL3

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SL3

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SL3

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SL3

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SL3

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SL3

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SL3

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SL3

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SL3

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4x4x " W/ " 14" W/ " 58" EPOXY BOLTS @ 32" O.C.

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6

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7

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S3.1

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2

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64DLH13 OR 4x4x " 516" VERIFY W/ PC SUPPLIER

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C2

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PROVIDE VERTICAL SLIP CONN. BTWN. W16 & C2

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SIM.

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5

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5

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COMM. NO.:

CHECKED BY:

DATE:

DRAWN BY:

REVISION DATE

Hin

ckle

y R

oad

Hin

ckle

y, M

N 5

5037

DMW

04/18/16

Mill

e L

acs

Ban

d o

f O

jibw

e -

Dis

tric

t II

I C

om

mu

nit

y C

ente

r


RJS

15624

/Vol

umes

/Offi

ce/P

roje

cts/

2015

/150

827•

Mill

e La

cs B

and-

Dis

tric

t III

Com

mun

ity C

ente

r/A

rchi

CA

D M

odel

s/S

D4.

pln

T

hurs

day,

Nov

embe

r 12

, 201

5

12:

58 P

M


STUDIO

TELEPHONEWEB

CONSULTANTS

S3.1

SECTIONS ANDDETAILS

AutoCAD SHX Text


AutoCAD SHX Text

License No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

41971

AutoCAD SHX Text

08/17/16

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RYAN J. SEAVERT, PE

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AutoCAD SHX Text


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St. Cloud, MN 56304

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Phone: (320) 259-6575

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Fax: (320) 259-6991

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3 05/11/16 ADDENDA #3

AutoCAD SHX Text


AutoCAD SHX Text


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SECTION

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1

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3/4"=1'-0"

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SECTION

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2

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3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

7

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3/4"=1'-0"

AutoCAD SHX Text

3/16

AutoCAD SHX Text

JOIST BEARING EL.=SEE PLAN

AutoCAD SHX Text

JOIST, SEE PLAN

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STEEL DECK, SEE PLAN

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600T125-68 BLOCKIN WITH (2) #10 SCREWS

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TOP OF PARAPET EL.=SEE ARCH.

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600S162-43 STEEL STUDS AT 16" OC

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600T125-54 CONT. WITH (2) #10 SCREWS TOP AND BOTTOM

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TYP. EACH STUD

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JOIST, SEE PLAN

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~<3"x3"x "x1'-8" AT 14"x1'-8" AT BRIDGING WELD TO 2 STUDS

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AutoCAD SHX Text

600T125-54 CONT. WITH (2) #10 SCREWS

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~<3 "x3 "x " CONT.12"x3 "x " CONT.12"x " CONT.516" CONT.

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BRIDGING TYP. BY BAR JOIST SUPPLIER

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SPAZZER OR EQUAL BRIDGING AT 48" OC, TYP.

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AutoCAD SHX Text

600S162-43 STEEL STUDS AT 16" OC (3) 600S162-43 STUDS AT EACH JOIST (ALIGN WITH JOIST ABOVE) @ HIGH ROOF (2) 600S162-43 STUDS AT LOW ROOF

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DIETRICH FASTCLIP OR FCSC-35 WITH (3) 0.145" PAF FULLYWELDED TO BRG. ANGLE (515# CAP.)

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ALT: (2)#12 SCREWS

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TOP OF PARAPET EL.=SEE ARCH.

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6

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SECTION

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3/4"=1'-0"

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GRID

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PRECAST BEARING EL.=SEE PLAN

AutoCAD SHX Text

PRECAST PLANK & TOPPING, SEE PLAN

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BEARING ANGLE BY PRECAST SUPPLIER

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EMBEDS BY PRECAST SUPPLIER

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PRECAST WALL PANEL

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8" CMU WALL W/ #5 @ 32" O.C.

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BOND BEAM WITH (2) #5 CONT.

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SECTION

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4

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3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

5

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3/4"=1'-0"

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AutoCAD SHX Text

METAL ROOF, SEE PLAN

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AutoCAD SHX Text


AutoCAD SHX Text

JOIST, SEE PLAN

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8" CMU w/#5 AT 32" OC

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SECTION

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3

AutoCAD SHX Text

3/4"=1'-0"

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SECTION

AutoCAD SHX Text

8

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

9

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3/4"=1'-0"

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3/16

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BEAM, W/ ~<3 "x3 "x " 12"x3 "x " 12"x " 14" WITH (3) " BOLTS, SEE 34" BOLTS, SEEPLAN

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BEAM, SEE PLAN

AutoCAD SHX Text

COLUMN, SEE PLAN AND SCHEDULE

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CURTAIN WALL BY SUPPLIER

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TAPERED BEAM, 5/S3.2 & 2/S3.2

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BEAM, W/ ~<3 "x3 "x " 12"x3 "x " 12"x " 14" WITH (6) " BOLTS, SEE 34" BOLTS, SEEPLAN

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SECTION

AutoCAD SHX Text

10

AutoCAD SHX Text

3/4"=1'-0"

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3/16

AutoCAD SHX Text

~C BEAM

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METAL DECK, SEE PLAN

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AutoCAD SHX Text

JOIST, SEE PLAN

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BEAM, SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text

12" CAP W/ (4) " BOLTS34" BOLTS BOLTS

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11

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SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

COLUMN BEYOND, SEE PLAN AND SCHEDULE

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AutoCAD SHX Text

DOUBLE TEE & TOPPING, SEE PLAN

AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text

12

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

13

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

GRID

AutoCAD SHX Text


AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text

ANGLE AND WELDS BY WALL PANEL SUPPLIER (2 PER PANEL)

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PRECAST WALL PANEL

AutoCAD SHX Text

TOP OF PRECAST EL.=SEE ARCH.

AutoCAD SHX Text

~<3"x3"x "x1'-6" AT BRIDGING 14"x1'-6" AT BRIDGING WITH (2) " EXP. BOLTS WITH 38" EXP. BOLTS WITH1 " EMBEDMENT LOCATE EXP. 58" EMBEDMENT LOCATE EXP. BOLTS WITHIN PRECAST WEBS. MATERIALS AND CONNECTIONS BY WALL PANEL SUPPLIER

AutoCAD SHX Text

GRID

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AutoCAD SHX Text

BEAM TO PANEL CONN. BY WALL PANEL SUPPLIER (3 PER PANEL)

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PRECAST WALL PANEL

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~<3 "x3 "x " CONT. 12"x3 "x " CONT. 12"x " CONT. 14" CONT. BUTT WELD ENDS TO MAINTAIN CONTINUITY

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2 " MIN. PLATE WIDTH AT 12" MIN. PLATE WIDTH AT BEAM TO PANEL CONNECTION

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TOP OF PRECAST EL.=SEE ARCH.

AutoCAD SHX Text

3/4"=1'-0"

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SECTION

AutoCAD SHX Text

17

AutoCAD SHX Text

14

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SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

CONCRETE SLAB, SEE PLAN

AutoCAD SHX Text

HSS10"x3"x ", SEE PLAN 18", SEE PLAN COPE TUBE AROUND 6"x6" TUBE

AutoCAD SHX Text

HSS6"x6"x ", SEE PLAN18", SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text

HSS COLUMN, SEE PLAN

AutoCAD SHX Text

600S162-43 STUDS @ 16" O.C.

AutoCAD SHX Text

HSS5"x5"x " X-BRACING 14" X-BRACING W/ " CAP 14" CAP

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STEEL STUD BEYOND

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SPLICE @ HANGER AS REQ'D

AutoCAD SHX Text

14" TOP

AutoCAD SHX Text

BOLT PIPE TO BOT. FLANGE OF JOIST

AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text

15

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

SEE ARCH FOR GUARDRAIL

AutoCAD SHX Text


AutoCAD SHX Text

HSS10"x3"x ", SEE PLAN 18", SEE PLAN COPE TUBE AROUND 6"x4" TUBE

AutoCAD SHX Text

HSS6"x4"x ", SEE PLAN316", SEE PLAN, SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

HSS6"x6"x ", SEE PLAN18", SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text

PRECAST WALL PANEL

AutoCAD SHX Text

~<3 "x3 "x " CONT. 12"x3 "x " CONT. 12"x " CONT. 14" CONT. BUTT WELD ENDS TO MAINTAIN CONTINUITY

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2 " MIN. PLATE WIDTH AT 12" MIN. PLATE WIDTH AT BEAM TO PANEL CONNECTION

AutoCAD SHX Text

~<3"x3"x " WITH (2) " EXP. 14" WITH (2) " EXP. 38" EXP.BOLTS EA. JST (8" SPACING) WITH 1 " EMBEDMENT LOCATE 58" EMBEDMENT LOCATE EXP. BOLTS WITHIN PRECAST WEBS.

AutoCAD SHX Text


AutoCAD SHX Text

HSS6"x4"x ", SEE PLAN316", SEE PLAN, SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text

~<3"x3"x " WITH (2) " EXP. 14" WITH (2) " EXP. 38" EXP.BOLTS (8" SPACING) WITH 1 " 58" EMBEDMENT LOCATE EXP. BOLTS WITHIN PRECAST WEBS.

AutoCAD SHX Text


AutoCAD SHX Text

16

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text


AutoCAD SHX Text

METAL DECK, SEE PLAN

AutoCAD SHX Text

HANUCH W/ (4) " 34" BOLTS TO BEAM

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BEAM, SEE PLAN

AutoCAD SHX Text

3/16

AutoCAD SHX Text

3/16

AutoCAD SHX Text

3/16

AutoCAD SHX Text

3/16

AutoCAD SHX Text

CONNECTION BY SUPPLIER

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600T125-54 w/(2) #10 SCREWS EACH STUD & (2) 0-157 PAF OR (1) 1/4x1 TAPCON W/16" 34 TAPCON W/16" OC

AutoCAD SHX Text

SLIDE CLIP FCSC-55 w/(2) #12 SCREWS OR (2) 0-145 PAF w/6005162 43 STRUT

AutoCAD SHX Text

EXTEND STUDS TO PARAPET

AutoCAD SHX Text

DOWEL PER PC SUPPLIER

AutoCAD SHX Text

DOWEL PER PC SUPPLIER

AutoCAD SHX Text

6x4x " (LLV) w/ " 38" (LLV) w/ " 58" EPOXY BOLTS (5" EMBED) AT 32" OC

AutoCAD SHX Text

PER

AutoCAD SHX Text

1/8"

AutoCAD SHX Text

SJI

AutoCAD SHX Text

1 " SCH 40 PIPE HANGER14" SCH 40 PIPE HANGER

AutoCAD SHX Text

1 " SCH 40 PIPE HANGER14" SCH 40 PIPE HANGER

AutoCAD SHX Text

CONC. COLUMN, SEE 5/S3.2

AutoCAD SHX Text


AutoCAD SHX Text

HSS BEAM TO BE SHIMMED UP 1" SO THAT IT DOES NOT TOUCH THE TOP OF THE DOUBLE TEE

AutoCAD SHX Text

EMBEDED PL BY PRECAST SUPPLIER

AutoCAD SHX Text

HSS 6 x 5 x " (LSV) 12" (LSV)

AutoCAD SHX Text

PL " X 4" X 5" 38" X 4" X 5"

AutoCAD SHX Text

5

AutoCAD SHX Text

1/4

AutoCAD SHX Text

10

COMM. NO.:

CHECKED BY:

DATE:

DRAWN BY:

REVISION DATE

Hin

ckle

y R

oad

Hin

ckle

y, M

N 5

5037

DMW

04/18/16

Mill

e L

acs

Ban

d o

f O

jibw

e -

Dis

tric

t II

I C

om

mu

nit

y C

ente

r


RJS

15624

/Vol

umes

/Offi

ce/P

roje

cts/

2015

/150

827•

Mill

e La

cs B

and-

Dis

tric

t III

Com

mun

ity C

ente

r/A

rchi

CA

D M

odel

s/S

D4.

pln

T

hurs

day,

Nov

embe

r 12

, 201

5

12:

58 P

M


STUDIO

TELEPHONEWEB

CONSULTANTS

S3.2

SECTIONS ANDDETAILS

AutoCAD SHX Text


AutoCAD SHX Text

License No.

AutoCAD SHX Text

Date

AutoCAD SHX Text

41971

AutoCAD SHX Text

08/17/16

AutoCAD SHX Text

RYAN J. SEAVERT, PE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

St. Cloud, MN 56304

AutoCAD SHX Text

Phone: (320) 259-6575

AutoCAD SHX Text

Fax: (320) 259-6991

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

3 05/11/16 ADDENDA #3

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AutoCAD SHX Text


AutoCAD SHX Text

PRECAST

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MFR

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PER

AutoCAD SHX Text


AutoCAD SHX Text

12" CMU WALL W/ #5 @ 32" O.C.

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AutoCAD SHX Text

1

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

3/4"=1'-0"

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#4 DWLS AT 48" OC (VERIFY WITH PRECAST SUPPLIER)

AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text

58" SIDE

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2

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SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

3

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3/4"=1'-0"

AutoCAD SHX Text

EL SEE PLAN

AutoCAD SHX Text

JOIST BEARING

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SECTION

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ERECTION BOLTS AS REQUIRED

AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text

1 " 22ga STEEL 12" 22ga STEEL ROOF DECK

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AutoCAD SHX Text


AutoCAD SHX Text

12" CAP W/ (4) " BOLTS34" BOLTS BOLTS

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58" SIDES

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1 "x12 " TOP & 34"x12 " TOP & 14" TOP & BOT.

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12" CONCRETE

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COLUMN, w/CAP (1"x16"x14" AT C1082) (1 "x24"x24" AT C2488)38"x24"x24" AT C2488)

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BEAM, SEE PLAN

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STIFFENER

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VENEER, SEE ARCH.

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SEE 14/S3.1

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34"x14x12 AT C1082, 16x16 AT C2488) EBED W/(14) "x12" AT C1082, 34"x12" AT C1082, 16" AT C24x88

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5

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SECTION

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text


AutoCAD SHX Text

1 "X12 " TOP & 34"X12 " TOP & 14" TOP & BOT

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4"x3"x " CLIP ANGLE EA. 38" CLIP ANGLE EA. SIDE W/ (3) " BOLTS TO 34" BOLTS TOBEAM

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600S162-43 @ 16" O.C.

AutoCAD SHX Text

600T125-43 CONT. W/ (2)#10 SCREWS EA. STUD

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1 "x16ga.x8" STRAP W/ 12"x16ga.x8" STRAP W/ (3)#10 SCREWS OR (3)0.145" PAF EA. END

AutoCAD SHX Text


AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text

STEEL ROOF DECK, SEE PLAN

AutoCAD SHX Text

6

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text


AutoCAD SHX Text

JOIST, SEE PLAN

AutoCAD SHX Text

BEAM, SEE PLAN

AutoCAD SHX Text

7

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

8

AutoCAD SHX Text

3/4"=1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

STEEL ROOF DECK, SEE PLAN

AutoCAD SHX Text

3/8

AutoCAD SHX Text

3/8

AutoCAD SHX Text

L3x3x " BRACE 14" BRACE AT 48" OC.

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L3x3x "14"

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PRECAST WALL PANEL

AutoCAD SHX Text

S685 W/ (2)#10 SCREWS TO STUD & (3) "x1 " TAPCON 14"x1 " TAPCON 34" TAPCON TO PRECAST

AutoCAD SHX Text

600S162-43 BRACE EA. STUD @ 10'-0" O.C. VERT.

AutoCAD SHX Text

600S162-43 @ 16" O.C.

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FULL PEN

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TYP. EACH STUD

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

(1)COURSE 4" CMU W/ #4 @ 32" O.C.

AutoCAD SHX Text

5

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4

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ELEVATOR SECTION

AutoCAD SHX Text

3/8"=1'-0"

AutoCAD SHX Text

COMPACTED GRANULAR FILL

AutoCAD SHX Text

FOOTING SIZE AND REINFORCING, SEE PLAN

AutoCAD SHX Text

FINISHED FLOOR EL.=SEE ARCH.

AutoCAD SHX Text

TOP OF FOOTING EL.=SEE PLAN

AutoCAD SHX Text

8" CMU WALL WITH #5 VERT. AT 32" O.C.

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AutoCAD SHX Text


AutoCAD SHX Text

#4 DOWELS AT 32" O.C.

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8" CMU WALL WITH #5 VERT. AT 32" O.C.

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AutoCAD SHX Text

PRECAST PLANK AND TOPPING, SEE PLAN

AutoCAD SHX Text

TOP OF PRECAST PLANK EL.=100'-0"

AutoCAD SHX Text

ROOF TRUSS BEARING EL.=SEE ARCH.

AutoCAD SHX Text


AutoCAD SHX Text

TOP OF ELEVATOR SHAFT EL.=SEE ARCH.

AutoCAD SHX Text

W8x18 HOIST BEAM

AutoCAD SHX Text

JOIST, SEE PLAN

mille lacs band of ojibwe - district iii community center · mille lacs band of ojibwe - district...

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