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SEE DETAIL _3„ 6" 6" Ir"E" SHT. 2� 3, r_ _ 3„ O 00 <br /> 3" e"' J— 3" 131 —J co <br /> c) J <br /> 6" 6 �_ <br /> R¢c <br /> M N O <br /> M� w -tLu <br /> Z a U <br /> 0 <br /> a SEE DETAIL ¢ Lr)U <br /> v)"D" SHT. � <br /> 2 — _ <br /> a Z®" T W <br /> SEE DETAIL <br /> "C" SHT. 2 w <br /> oLo <br /> n B <br /> A M A a G lJ t:J B „ <br /> 6" a a <br /> 6" too o <br /> ��o m�a <br /> I i rr rl II Ir i <br /> 0 <br /> o <br /> 3 3„ 3" S S czi <br /> SEE DETAIL 6„ _ I _6" o o <br /> "F" SHT. 2 6" —111 �I Q <br /> ATTACHMENT DETAIL a- <br /> l. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, �N m <br /> SIGNED AND SEALED BY LUIS R. LOMAS PE AddendemloNAlA <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) _ <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS � �" 61 a <br /> flede W B <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND pate �_ w <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ujuj3. <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL L)o a v) <br /> �(Lu) z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR Z) N o <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE 10 <br /> w 'l <br /> w V) <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o ¢= <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. loom <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES rn N N <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END <br /> p �N <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM <br /> 12" D.C. 1.50"� 1.25" w o o m z <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 0.25" MIN ° x _0.25" <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MAX <br /> SHIM one 7 11 05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL—� �— cL—� sue: N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �''•": � : DM.BY: SWS <br /> TRANSFER LOADS TO STRUCTURE. CHH.Br <br /> DWG <br /> TYPICAL WOOD BUCK TYPICAL MASONRY N6-F <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION ANCHOR INSTALLATION DWG-nu-Flviz6-o5 <br /> sHEEr 3 of 3 <br />