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SEE DETAIL " 6" 6" L0 <br /> 3 cr- co <br /> "E" SHT- 2� 3.• _ 3" O �— <br /> 3"� B" 3" 3 J O <br /> —� <br /> O 00:�-i <br /> S. 6" 6" <br /> cli <br /> o Z 'O <br /> N L <br /> n^ W a o Z W U <br /> ti Lo <br /> z <br /> a SEE DETAIL a U <br /> w "D" SHT. 2 <br /> > Cf) <br /> ® a ^W <br /> SEE DETAIL l�A --- W o <br /> "C" SHT. 2 — — — w <br /> w <br /> o in B <br /> ui6. <br /> to <br /> �a H <br /> II III AI 1I I $ gym <br /> 0 <br /> IL <br /> 3•• 3" 3" o_dS S a =dt <br /> 3" o <br /> SEE DETAIL <br /> I'" SHT. 2 6" af a <br /> ATTACHMENT DETAIL <br /> cr.mrn <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �N:m <br /> SIGNED AND SEALED BY LUIS R. LOAAS, PE AddendumtDNA!I <br /> x <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) o <br /> FASTENER RATING FROM THE DIFFERENT FASTENERSNO" ¢ w <br /> AevlWred By <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND p W Of <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE D=! W <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL goax- m <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR D N o <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE a�Ww N <br /> WOOD SCREW EDGE DISTANCE MIN 3 4 �'o z cc <br /> / 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova= cc <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. --oao <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES oNaw <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END ^N o <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•;' x <br /> 12" O.C. 1.50" w o o m o <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN J_ M " MIN { e". x MAX z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7111105 <br /> OF 1-1/2 MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE s cL—� �— cL—� �— <br /> MINIMUM EMBEDMENT OF 1-1/4". _ �" N.T.S. <br /> DWG,BY- SINS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO mcNK.er <br /> TRANSFER LOADS TO STRUCTURE, TYPICAL WOOD BUCK TYPICAL MASONRY DRAW NG NO.: <br /> 5._ MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DWG-MA-FL0t28-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sNEer 3 op 3 <br /> 5 <br />