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SEE DETAIL #8 x 2" 3�
ASTRAGAL RETAINER BOLT HOLE N
#8 x 2" #i0 x 5/8" MUST BE DRILLED THROUGH cn
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
#8 x 2" #10 x 5/8" 9
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TYPICAL GLAZING DETAIL
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Z-SERIES OJS THRESHOLD IGH DAM OjS THRESHOLD HP 0/S THRESHOLD DWO-MA-FLO211-17
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1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
ATTACHMENT DETAIL AT 5-1/2" CENTERLINE. vt
tN' >. t' 2. 4" X 4" FULL MORTISE BUTT HINGES. o
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _0M.q2X5"
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM i'x3'1100 CORRUGATED tox2' w000 SCREW
3" FROM EACH END 6" FROM EACH END _ IIA
(FLORIDA #62514) WITH THE LOWEST (LEAST) CL— AND OC AND 12' OC r
FASTENER RATING FROM THE DIFFERENT FASTENERS L o
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE Ac TEX
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC IC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LA
CL
ANCHOR INSTALLATION
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LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". _
WOOD SCREW EDGE DISTANCE MIN 3/4". f
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50 e t MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0M.�25{" (3)) &NOx2-t/2
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WOOD SCRY#2S ¢z
MINIMUM EMBEDMENT OF 1-1/4". I EACH END >IddtndmbMAM
CL— �— aTe
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3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ° ": LGtZ ` wALF: N.T.S.
TRANSFER LOADS TO STRUCTURE. comb �: Mr.BY. SINS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ' ° cw.sr:
TYPICAL WOOD BUCK
ANCHOR INSTALLATION 0HANNG NO..
INTEGRAL WOOD DWG-MA-FL0217-7 7
MULLION (CHS) srEer 3 or 3