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I <br /> SEE DETAIL J3' <br /> 6' � L0 <br /> 'E' SHT. 2 —3" 3" O <br /> ul `o g (' C <br /> O <br /> n ci ILLI- Q <br /> • M — — N — — <br /> o z a U <br /> w o <br /> a SEE DETAIL a I—u L U <br /> JD" SHT. 2 } Cp <br /> SEE DETAIL O w o <br /> "C" SHT. 2 <br /> B <br /> o <br /> A n A c G N L J OH—� B 0 <br /> 1 N <br /> 6• ' Rot <br /> lk 3" o <br /> 3" I 3" 11 3,. U l o'd <br /> SEE DETAIL 6" 6• of <br /> "F" SHT. 2 6" <br /> ATTACHMENT DETAIL �� € <br /> I 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �V)V) <br /> SIGNED AND SEALED BY LUIS R. LOAAS, PE <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) o 0 <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND UwLJ <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE goaLd N <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL L1 n rn 0 :z <br /> f SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR �:D O <br /> HARDWARE SCHEDULE cogjw <br /> o "' <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2t'. �yoZ —�, <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�ax <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 /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO ' N o F <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES _ No <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH ENDAND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6t' FROM EACH END AND MAXIMUM , s. <br /> 12" O.C. 1.50"— 1.25 —1—: �j !w o L>Im o <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN —�^ MIN 1 x.�) �• 1 Z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM DATE; 7/71/05 <br /> OF 1-1/2' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE y Adde'&m1'I <br /> MINIMUM EMBEDMENT OF 1-1/4". ;: :' celicaafthlo: bl _ ONG.BY.. SWS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '` Aeviawar.Date cNK.BY-.A2Y E <br /> TRANSFER LOADS TO STRUCTURE. GrAVANG NO.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-FL0130-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sHEEr 3 OF 3 <br />