36C25018B0093-00002004.pdf

3" Concrete Topping Slab

Precast

Relieve Stone As Needed To Accommodate Base Plate And Anchors

4.15 in

4.15 in

2.00 in

2.00 in

Cross tube spacing as shown matches typical spacing at all other locations

3/8" expansion anchors 4 per post 3" min. embedment

4.15 in

Protect paint from damage during stone installation

Varies

21.00 in Min

24.50 in Max

FCD

3" Concrete Wash

5.00 "

10.00 "

5.00 "

8.00 "

23.94 " typ

4.00 "

I.F. Metalworks 16680 Industrial St Roseville, MI 48066 586-776-8311

Ann Arbor VA Parking Deck Expansion

Proposed handrail at stone cap

Level B Along A Line 26 posts total

Typ End Post Typ Mid Post

Varies

42.20 " At min condition

45.70 in at max condition

POST SPACING TO MATCH

LEVELS ABOVE

V E

R

IF

Y E

D G

E D

IS

T

A N

C E

F O

R

/8

E X

P A

N C

H O

R H

A S

B E

E N

P R

O V

ID

E

D

EQUAL SPACING. SPACES SHALL NOT ALLOW A 4"

SPHERE TO PASS THRU. VERIFY BOTTOM SPACE

MEETS THIS REQUIREMENT (CAN'T SIMPLY BE

MEASURED VERTICALLY).

BASE PLATE

THICKNESS?

42.00" MIN

WELD ALL

AROUND

Project Submittal Number:

No Exception Taken

Rejected

Submittal Not Required No Review Performed

Drawings have been reviewed for design intent and general compliance with the information given in the contract documents. Deviations from contract documents shall be clearly identified and are not reviewed nor accepted unless identified. Contractor is responsible for dimensions, quantities, fabrication, processes, and techniques of construction, coordination of its work with that of all other trades and satisfactory performance of its work.

KJW

Make Corrections Noted Resubmittal not Required

Revise and Resubmit

Walker

Date: 02/03/2017 By:

DESIGN TO MEET LOADING

REQUIREMENTS - SEE SPECS