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SEE DETAIL S. <br /> 3 111: 00 <br /> T 3. C) <br /> 3' 6" <br /> 6- V� <br /> zho <br /> < V) <br /> CL <br /> w atui <br /> SEE DETAIL <br /> 'D SHT. 2 En <br /> SEE DETAIL <br /> "C" SHT. 2 <br /> cc <br /> 0 0 <br /> H <br /> 6 <br /> W, <br /> yam, may.Ci <br /> 3" 3" <br /> SEE DETAIL 6' <br /> "i SHT. 2 er <br /> ATTACHMENT DETAILCLI <br /> rn in tn <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, BE M:�:m <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE kwmdn to NWI En V) <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) fl <br /> w FASTENER RATING FROM THE DIFFERENT FASTENERS No'rmdDr! <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 15 acif tin <br /> 0 U)C-3 z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR m En 0 <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE o[d w cn <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 9 1,0 <br /> 1. KWIKSET S RIES 400 GRADE 3 CYLINDRICAL LATCH AND cr <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE <br /> AT 5-1/2" CENTERLINE. <br /> Fd PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO 0m0 w <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rnN <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 /> —A <br /> 12" O.C. 1.50" 115" <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN = 0.25" IN 0.25" <br /> MAX <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM srii <br /> DATE 7/11/05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL SwF: N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". <br /> DiNG.ITY. SINS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.ft <br /> TRANSFER LOADS TO STRUCTURE. DRAWIND NO.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY Dw0-MA-FL01:29-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> ISHM-3-OF <br />