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SEE DETAIL <br /> 6" 6�� � C4 <br /> "E" SHT 2� 3' 3„ � �., O � <br /> � 3, 5�,_ � � 3".-! !-3� Q O CO <br /> i <br /> — _� M+ !_ � i� I E ! f 1 ! ! 1 p Cr-a <br /> 6., 6,. I � I-6" 6„_) � � ¢ (t� <br /> ! <br /> 6" � io Z �(� <br /> � � � O� <br /> - "? - - "' - z CL Cqj <br /> nr W < a � <br /> c.� � �� <br /> a SEE DEfAIL a z {-(��"� <br /> - N ..D" SHT 2 - - �' p � <br /> >- r u� f- <br /> � � � � �W <br /> SEE DEfAIt � � ` _ a � <br /> "C" SHT 2 ' W w B <br /> � i� � <br /> O ,� uj O <br /> '� � C H p � <br /> A A � � _ � , � <br /> - 6° z <br /> t �ao; Q <br /> 6 � � ��� Uj <br /> _��" � T — a_i"a � ...va�¢ <br /> �� I I ! } ! ! I I I 4 `��'�w�' wzo <br /> 1 �p� f�/1 p'� <br /> 3" I I ' y�o''d < x <br /> 3„ 3� -i 3»g' 6" 3�, 3.. = W� � � <br /> 0 <br /> SEE DETAIL , 6" 6' o � �- <br /> "f" SHT 2 6" -- a a <br /> vi�n v�y <br /> ATTACHMENT DETAI� vsv�iv�i°' <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, s <br /> SIGNED AND SEALED BY l.U}S R. �4MAS, PE a z <br /> (FLORIDA �62514) WlTH THE LOWEST (LEAST) v���� <br /> FASTENER RAT(NG FRdM THE DIFFERENT FASTENERS ���W <br /> BEING CONSlDERED fUR llSE. JAMB, HEAD, AlVD g�a a tn <br /> THRESHOLD FASTENERS ANALYZED FOR 7HIS UNIT INCLUDE �'�"'v`�i p <br /> #10 WOQD SGREWS OR 3J16" 7APCt�NS. A PHYSICA� �' �W � <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDINARE SCHEDULE a�W� } <br /> ,�j�oz w <br /> IOCATidN TAPCON EDGE QISTANCE MIN 2—i j2" 1. KWIKSET SERIES 400 GRADE 3 CYLWDRIGAL LATCH AND o�a z a <br /> SERIES 984 GRADE 1 DEADLOCK NARQV�ARE TO BE INSTR�LED <br /> 2 tv(UL�IONS TQ 8E 2—i f 2" X 4-3 f 8" STRl1CTURAL GRADE AT 5-1/2" CENTERLINE. =�'o Q� <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK 70 <br /> BACK JAMB UNiTS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES � O1 N�'N o <br /> CORRUGATED FASTENERS �QCATED 3" FROM EACH END ��N'" <br /> AND MAXIMUM 7" 0 C. OR #10 X 2" FI.AT HEAD WOOD . <br /> SCREWS I.00ATED 6" FROM EACH END AND MAXIMUPJ � • s. - <br /> 12" 0 C �MgN�� � v t.25" >', ' s. w c�ti m a <br /> 3 THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM p,2s" MIN o.zs" <br /> ANS1fAF&PA hlDA FOR SdUTNERN PINE LUMBER AND ACHEIVEMENT �sM SHiM oare: 7�11/05 <br /> OF 1—if2" MINIMUM EMSEDMEN7 THE TAPG4N MUST ACHfEVE ��_� �„_ _,�; ��Y� (— ' A�'��9N��� sc��: N.T.S, <br /> . ,,; .�';;; <br /> MINIMUM EMBEDMENT QF 1-1/4°. ;:�•. ;r�.': ����, �rno��y owc.aY: swS <br /> 4 WOOD BUCKS [3Y OTHER5 MU�T BE ANCHORED PRQPERLY TO "�=T`' "":' Revienedey, <br /> . . `�� ' DateRetitew2�" ceK,er: <br /> TRANSFER LOADS TG STftUCTUftE. — ''�`'��� °R"'""�"o. <br /> 5 MINIMUM DESIGN VALU� STRENGTH OF ANCHORS 171 LBS. TYF�GAL WOOD BUCK TYPICAL MASONRY DWC-MA-FL0128-G5 <br /> ANCHOtZ lNSTAC.CATfON ANCHOR (NSTA�CATION <br /> SHEEf .3 aF ,S <br /> , �' <br /> M <br />