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SEE DETAIL 6'- DO <br /> 6" <br /> "E" SHE 2 -3' 3"L 3• p - <br /> 3" 6_ �- 3'- y i I`3, 0 <br /> Q <br /> j �� <br /> —'-6' "�—i I_ } I I I ! -6' 6" <br /> 6 6' <br /> f f <br /> o <br /> I� 1 o � �O <br /> • M — — I ci — �-� O Q <br /> U <br /> cl <br /> a SEE DETAIL ( a Z U U <br /> "D" SHT. 2 <br /> SEE DETAIL p A1— w w C Wj <br /> "C' SHT. 2 W B <br /> • R <br /> 0 <br /> A A ; vi G H 6 I <br /> 6" ( <br /> - v - - z <br /> -I 6" <br /> 6" _i ff�m ma <br /> I _I 1.1 I [III I 1 1 1 1 1 $��W <br /> 3" I <br /> -I 6 <br /> 3" i 3.6 i <br /> SEE DETAIL 6"- t <br /> "I'" SHT. 2 6" a) a <br /> ATTACHMENT DETAIL <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, n U)V)m <br /> 'SIGNED AND SEALED BY LUIS R. LOMAS, PE ! <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) o <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND !E w3 <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE a a w <br /> 5oo_m cn <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL Uo_N Z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��ow N <br /> ¢�, <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 HARDWARE SCHEDULE W <br /> y;oo <br /> WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ova= <br /> INSTALLED SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE oco <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. o co <br /> i <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES °iN'.)-1Q <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 x <br /> 12" O.C. 1.50" ,. 1.25"�11 (� .. •, w Mo +11-161 <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN _0 25" MIN I 10.25" Z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM S are 7/11/05 <br /> OF '1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE AddmtotlAl9 <br /> CL- �- •r� CL JI <br /> srxe N.T.S. <br /> MINIMUM EMBEDMENT OF 1-1/4 . Cet�6mNo - MG.er: SWS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO '• A�ee+r�� cnrz.ar: <br /> TRANSFER LOADS TO STRUCTURE. orAwNc No. <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWG-MA-Fl 0130-OS <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> snr 3 cF 3 <br />