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TIGARD, OREGON 97223
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EXPIRES:12/31/12
CONTENTS
DETAILS A-B DI-D2
CALCULATIONS CI
ENCLOSURES E1-E4
Contact Person: John E Nordling,PE
NORDLING Proj. No.:
12-410
STRUCTURAL WESTGATE BAPTIST CHURCH
j = '• ENGINEERS, LLC Oct.2012
6779 SW 111th,Suite 200•3eavertan OR,97008 Date: By:.JEN Sheet No.:COVER
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NORDLING Proj. No.: 12-410
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NORDLING moo; No.: 12-410
STRUCTURAL WESTGATE BAPTIST CHURCH
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Oct_20I2
67Th SW 111th,Suite 200•Beaverton OR,97008 Date: By:JEN Sheet No.: 6 I
PANEL SCHEDULE MOD!RNFOLD
ARCHITECT/GENERAL CONTRACTOR NOTES MB - MARXE BOARD .oa w�c «�
46"NIGH, COATED STEEL NON-POROUS WRITING SURFACE PANEL WIDTH SIDE R SIDE L PASSDOOR
I.MINAUM ORJENSIOMS PROVIDE FOR CLEARANCE FROM MI ADJACENT FORMED AROUND PANEL EDGES. TOP;AND BOTTOM EDGES .
CONSTRUCTION/FIXTURES FOR ADJUSTMENT,OPERATION,AND SAFETY. TRIMMED WITH MOLDING I 3'-9 19"
2.GENERAL CONTRACTOR SN11LL BE RESPONSIBLE FOR ALL STRUCTURAL SIDE "R": COLOR SELECTION:VOTE 30.A,F.F. -
SUPPORT,ADJOINING CONSTRUCTION AND TRIM. SIDE "L": COLOR SELECTION: 2 3'-8.94"
3.WALL CONSTRUCTION AT JAMBS MUST BE ADEO ATE FOR SECURING JAMBS. 3 .3'-8.94" MB
4.AIS IND{CATES ADJUSTABLE AXED SEALS.
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CENTERLINE, 4.50" CAGE, AT ALL LOCATIONS, AS NOTED. pp.
2. OMIT RODS AND NUTS s„w No. n •CC:4