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ANCHOR LOCK "MIGHTY
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LUMBER SPECIFICATIONS— MINIMUM REQUIREMENTS
WORKING STRESS
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ANCHOR LOCK 11 MIGH rY CIRCLE" SERIES GENERAL NOTES
NOTE TO FABRICATOR: THIS DESIGN IS BASED ON MINIMUM REQUIREMENTS OF STRUCTURAL CRITERIA.
LOCAL BUILDING OFFICIAL CODES SHALL TAKE PRECEDENT IF THEIR REQUIREMENTS ARE GREATER.
1. DESIGN - SAFE WORKING LOAD FOR MIGHTY CIRCLE PLATES, AS ACCEPTED BY FEDERAL HOUSING ADMINISTRATION AND OTHER
BUILDING OFFICIAL AGENCIES, EQUALS 38.5 LBS. PER TOOTH, IN FIR, PINE AND HEMLOCK.
2. AN ALLOWANCE OF STRESS INCREASE OF �,-� ,.� IS USED IN THIS DESIGN FOR SHORT TIME LOADING.
3. MC CONNECTION PLATES SHALL ,BE 20 GAGE HOT DIPPED ZINC COATED SHEET STEEL, WITH FOUR TEETH PER SQUARE INCH.
PLATES SHALL BE APPLIED TO EACH SIDE OF JOINT, PLACED AS SHOWN ON DETAILS, USUALLY SYMMETRICALLY JOINT, OR AS
OTHERWISE DIMENSIONED,_ I / //) /5 1 /4 /L/.E5.5 , a /1V CVO / " 5 "AJ »" ,P1- "Cy.J /Q /7/).
4. CONNECTION PLATE WHERE DESIGNATED A$ 'S' OR 'SN' SHALL BE 13 GAGE HOT DIPPED ZINC COATED SHEET STEEL.
5. ALL NAILS SHALL BE 11 GAGE LON,C ANNULAR RING SHANK, WITH 9/32" HEAD, FILLET HEAD T•NAILS, OR APPROVED EQUAL.
NAILS SHALL BE PROVIDED AS SHOWN IN JOINT.DETAIIS WITH MINIMUM OF ONE NAIL ON EACH MEMBER.
' 6. LUMBER SHALL BE OF SPECIES AND GRADES SPECIFIED, OR APPROVED EQUAL IN UNIT STRESS VALUE.
7. WEB MEMBERS SHALL BE BRACED BY OTHERS, WHERE AND AS SHOWN, FOR PROPER FRAMING.
8. WHERE CEILINGS ARE OMITTED,, BOTTOM CHORDS SHALL BE LATERALLY BRACED BY OTHERS, AS REQUIRED BY BUILDING OFFICIALS.
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ANCHOR LOCK
ENGIN l RINQ DIVISION
P. O. BOX No. 2047
HOLLYWOOD, FLORIDA
DESIGNED BY
DRAWN BY
I.(FJ
LIVE LOAD
DEAD ROOF
DEAD CEIL'G
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CHIEF ENGINEER
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DATE: ] . '2 •' 4 TOTAL LOAD 5 F3 PSF
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