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Lo <br /> SEE DETAIL CSC DO <br /> "E" SHT. 2 L_ 6"-3� r »�3 6' C.) <br /> - <br /> 6' 31 -(o <br /> 6. <br /> Lo <br /> 0 <br /> w l I, Lc)Dz <br /> 8 <br /> SEE DETAIL L <br /> U) D' SHT. 2- <br /> C, <br /> LLI <br /> SEE DETAIL <br /> "C" SHT. 2 w (OrT <br /> 0 <br /> 6— �2 -Z�3' <br /> .3- <br /> 0 <br /> vt 3' -44W K <br /> SEE DETAILj[ <br /> 7" SHT. 2 <br /> ATTACHMENT DETAIL (p cn cn <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, N cn <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE X <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 <br /> " <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> JAMB, HEAD, AND ;171,101 <br /> M <br /> gy <br /> w BEING CONSIDERED FOR USE. DO cz w <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL a w in 20 0 <br /> z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE w V) <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 9 a,cl <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND < <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED co <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. 0 0 co <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO �"'ow <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn r'l 1�2 11 o <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM <br /> 12" O.C. 1 25" w10 olmlol <br /> MIN 25 z <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM M 0. " ON 0.25" <br /> AX <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHlM DAB 7/11/05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SCME. N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". WG.By. sws <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHX.aryl. <br /> TRANSFER LOADS TO STRUCTURE. DRAMNO NO.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FLO128-05ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sH. <br />