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L0 <br /> SEE DETAIL 1—3 6' Do <br /> 'E' SHT. 2 3 <br /> 3-- 3'— <br /> j— <br /> ot:--j <br /> eF V 6� 6" 1 6. 6"" (Q 6 <br /> b <br /> 0 <br /> 1-1 SEE DETAIL C) <br /> D" SHT. 2- <br /> Z6 <br /> SEE DETAIL <br /> "C" SHT. 2 <br /> 0 <br /> 3" 3" 3" <br /> 3. <br /> SEE D 6. <br /> DETAIL <br /> SHT. 2 6- <br /> ATTACHMENT DETAIL M <br /> V)(n In <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Ln V)V) <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE - pddendumloNAldl <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) 0 0 <br /> Gwjoffift: <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> U) <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND Date U, <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE tz <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �-O w w tn <br /> 0- 0 z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR 5 U) o <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE gotdw V) <br /> '00 <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND CQ:Zc cc <br /> 2. MULLIONS TO BE 2-1/2' X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED co <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES N r N do <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END 04— <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. 1.50" 1 1.25" uj <br /> 0 25 <br /> —GX MAX <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN " MIN 0.25" z <br /> ANSi/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE 7171105 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL— SCALE N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". OWD.EM SWS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHX.BIC <br /> TRANSFER LOADS TO STRUCTURE. ORAMNO NO.! <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWC-MA-FW728-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> SHEET <br />