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SEE DETAIL 6^ 6^ CC 00 <br /> "E" SHT. 2� 3 3" 3 {- - <br /> 3" 6'- F- 3" O <br /> O CO <br /> r1 I � � l 11 r OIrJ <br /> 6" 6" 6" <br /> 0 � � <br /> M _ _ N �, 08 <br /> M Ll ,a. •� 0-�_ <br /> 4 W T <br /> a SEE DETAIL a Z Lo(> <br /> } D" SHT. 2 • - - a <br /> ® F W <br /> SEE DETAIL <br /> "C" SHT. 2 - <br /> <t <br /> =g 2 <br /> 6•• o <br /> r <br /> 3' 3- <br /> I <br /> SEE DETAIL 6' _ 6^ A� o <br /> "F" SHT. 2 76 - a a <br /> ATTACHMENT DETAIL �n� r <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ui vi m <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE pddendumtoNAltl <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) o cs <br /> GeNilcamtst�O,: F z <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS 8ede��l• � w <br /> BEING CONSIDERED FOR USE, JAMB, HEAD, AND 6ateRevi�x i-i�w <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ¢ <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �a � <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE o U) N <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ��o z <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o c <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. Qom <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO o L <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT- HINGES N�2 a <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END m N <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,' x <br /> 12" O.C. 1.50" 1.25" ' - L ra 0 m o <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN +M MIN > x..-. MAX" z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM 7111105 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL_ �— CL—I I— •,.j SCAM N.T.S.- <br /> MINIMUM EMBEDMENT OF 1--1/4". xir` On.BY. SWS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO `" CHK.Or: <br /> TRANSFER LOADS TO STRUCTURE. NO No.: <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY bWG-MA^FL0128-05 <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sH�r 3 oe 3 <br />