LOT 1A

QTY SIZE ANCHOR ROD TABLE

136'-9"

3/4

152

55'-10"

40'-5"

40'-6"

2. BOTTOM OF BASE PLATE (B.O.B.P.) = 100'-0" EXCEPT AS NOTED. 1. FINISHED FLOOR ELEVATION = 100'-0" ERECTION NOTE!!!

7

8

9

4

1

2

3

5

01/10/2022 06:39:10am

23'-11 1/2"

23'-6"

8'-4 1/2"

15'-1 1/2"

25'-3 1/2"

19'-7"

20'-11"

11 1/2"

2'-8"

Notes:

A

A

BP03-A BP03-B BP03-C

(972) 524-5407

(972) 524-5417 FAX:

ENGINEER. LENGTH SHALL BE DETERMINED BY THE FOUNDATION DESIGN OF THE FOUNDATION DESIGN ENGINEER. ANCHOR ROD EMBEDMENT FORTH ON THESE DRAWINGS MAY BE UTILIZED AT THE DISCRETION DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET UNLESS NOTED OTHERWISE. ANCHOR ROD MATERIAL OF EQUAL THE SPECIFIED ANCHOR ROD DIAMETER ASSUMES F1554 GRADE 36

LOADING DOCK

PHONE:

98'-0" 22'-4 1/2"

43'-8" 54'-4" 22'-4 1/2"

BP10-A

PBP09-B

PBP09-D

BP06-B

BP06-A

BP01-A

THIS DRAWING IS NOT TO SCALE.

B

B

PORTAL BRACED

BRACED BAY

FAMILIAR WITH LOCAL SITE CONDITIONS. RESPONSIBILITY OF A REGISTERED PROFESSIONAL ENGINEER, FOUNDATION DESIGN. THE FOUNDATION DESIGN IS THE METAL BUILDING MANUFACTURER IS NOT RESPONSIBLE FOR PROJECT

11 1/2"

BP06-A

BP06-A

BP02-D

BP06-A

20'-1 1/2" 23'-6 1/2" 21'-10 5/8" 21'-10 5/8" 10'-6 3/4"

BP04-A

H 19'-11" 21'-4 1/2" 13'-0 1/2"

18'-2" 23'-1 1/2" 13'-0 1/2"

C

NOT BY METAL BUILDING MANUFACTURER. BOLTS, AS WELL AS ALL CONCRETE/MASONRY EMBEDMENT PLATES ARE ALL ANCHOR RODS, FLAT WASHERS FOR ANCHOR RODS, EXPANSION

20'-1 1/2" 23'-6 1/2" 18'-1" 18'-2" 18'-1" 1'-4"

D

D

BP08-B

BP05-A

E

CONCRETE IS PLACED. SEE DETAILS FOR COLUMN ORIENTATION. BUILDING MANUFACTURER MUST BE CONTACTED IMMEDIATELY, BEFORE FROM THE ARCHITECTURAL FOUNDATION PLANS, THE METAL PATTERNS BE FOLLOWED. IN THE EVENT THAT THESE SETTINGS DIFFER FOOTPRINT OF THE METAL BUILDING. IT IS ESSENTIAL THAT THESE BOLT INDICATE WHERE THE ANCHOR BOLTS ARE TO BE PLACED, BUT ALSO THE THE ANCHOR BOLT SETTINGS SHOWN ON THESE DRAWINGS NOT ONLY DESIGN. FOR THE ANCHOR BOLTS IN THE DETAILS OF THE FOUNDATION CERTAIN THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED QUALIFIED PROFESSIONAL DESIGNING THE FOUNDATION TO MAKE MANUFACTURER SCOPE OF WORK, IT IS THE RESPONSIBILITY OF THE FOUNDATION DESIGN IS NOT WITHIN THE METAL BUILDING DEPENDING ON THE DETAILS OF THE FOUNDATION DESIGN. BECAUSE SATISFY ALL ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS MANUFACTURER. PLEASE NOTE THAT THESE REQUIREMENTS MAY NOT OF THE MATERIALS SUPPLIED BY THE METAL BUILDING MANUFACTURER SATISFY PERTINENT REQUIREMENTS FOR THE DESIGN THE ANCHOR BOLT LOCATIONS PROVIDED BY METAL BUILDING

ANCHOR ROD PLAN DRAWING TITLE

BP02-B

PROJECT NAME EMS - Phase II

WAREHOUSE

BP05-A

OFFICE

G

BP08-A

BRACED BAY

H.5

J

BP02-B

T21V0558A ADDRESS

# RELEASE / REVISION DWN / CHK ENG DATE 0 ANCHOR RODS CM / ATS BMO 09/27/2021 1 PERMITS CM / ATS BMO 10/05/2021 2 REV. ANCHOR BOLTS BTW / JMW BMO 11/29/2021 3 Finals BTW / TJF 01/06/2022 AB1 SHEET DRAWING STATUS FOR CONSTRUCTION HAE

CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 4060 T.B. Herndon Avenue

BP04-A

JOB NUMBER

120'-4 1/2"

120'-4 1/2"

PBP09-C

PBP09-A

BP01-C

BRACED BAY

PORTAL BRACED

K

K

BP06-C

BP06-C

BP06-C

BP07-A

BP02-C

BP06-D

1'-4"

BP02-G

VEHICLE RESTOCKING

L

L

BP02-F

BP02-B

BP01-B

BP01-B

BP01-B

BP02-A

BP02-E

BRACED BAY

1'-4"

M

M

23'-11 1/2"

23'-6"

23'-6"

23'-11 1/2"

20'-11"

20'-11"

01/ 18/ 202 2

1

2

3

5

6

8

9

94'-11"

41'-10"

136'-9"

ANCHOR ROD PLAN