LOT 1A

CLPANEL RIB

STEEL LINE

(SEE ROOF SHEETING PLAN) START/FINISH DIM.

BACK OF RAKE ANGLE

MAY VARY-REFER TO DETAILS

01/05/2022 02:43:36pm

RAKE ANGLE BACK OF

FULL WIDTH PANEL FIELD CUT FROM

2 1/2"

*** ** 7"

CUT DIM CUT DIM CUT DIM

B C A

ED6070

LOW EAVE

START

1'-2 1/2"

FINISH

1'-2 1/2"

A

A

THE FINISH PANEL ALSO NEEDS TO BE CUT TO THE REQUIRED WIDTH FROM A FULL SHEET NOTE: START PANEL WIDTH DETAIL (FIELD CUT)

CORRODE THE PANELS. THE USE OF NON-APPROVED CUTTING DEVICES MAY VOID YOUR FACTORY WARRANTY. GALVALUME FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN GRINDERS, SAWS, SHEARS, OR SCISSORS CAN DAMAGE THE BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS SHALL WHEN FIELD CUTTING OR MITERING CFR ROOF PANELS, NON

EE6050

EA6035

ROOF SHEETING PLAN LOADING DOCK BLDG. DRAWING TITLE

PROJECT NAME EMS - Phase II

T21V0558A ADDRESS

S4 SHEET CUSTOMER NAME SIENNA CONSTRUCTION Baton Rouge, LA 70807 DRAWING STATUS FOR CONSTRUCTION 4060 T.B. Herndon Avenue

JOB NUMBER

22'-5 7/16"

22'-5 7/16"

ON THIS ROOF PLANE FOAM SPACER (H3310) USED SHORT CLIPS (H2520) AND ERECTOR NOTE:

A

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

269.50

270.63

269.50

269.50

269.50

269.50

269.50

# RELEASE / REVISION DWN / CHK ENG DATE 0 FINALS DBO / RR 01/18/2022 STO

A

(NOT BY MBM) WEATHER TIGHTNESS THIS AREA FOR FIELD WORK TRIMS IN

EE6050

B

B

WAREHOUSE

EI6200

EI6050

EH6050

40'-5"

4

7

ROOF SHEETING PLAN LOADING DOCK BLDG.

NOTES:

01/18/2022

REFER TO DETAIL EA6024 FOR FOAM SPACER INSTALLATION. REFER TO EA6020 FOR CFR ROOF SYSTEM ERECTION AND APPLICATION REQUIREMENTS. REFER TO DETAIL EA6010 FOR CFR HAND CRIMPING INSTRUCTIONS. NOTE: FIELD CUTTING/WORK OF PANELS MAY BE REQUIRED FOR PROPER FIT. PANELS: 24 GA. CFR - REFLECTIVE WHITE (PVDF) REFER TO SHEET S3 FOR ROOF CLIP, FASTENER, AND SEAMING PLAN REFER TO THE ROOF SHEETING ERECTION MANUAL FOR FURTHER ASSEMBLY INSTRUCTIONS. ERECTOR NOTE: PRE-DRILLING FOR STRUCTURAL FASTENERS MAY BE REQUIRED AT PURLIN LAP LOCATIONS.