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� <br /> SEE OETAIL 6� — 6� � � <br /> .E.. SHT 2� 3 �.J �" � � 3.• � <br /> I 3� _6� � � 3^ I � �3^ J �� <br /> II � � I I I II I � IIIII � zpJ <br /> 6' 6" � 6" 6'— f 0 � <br /> ^ 6,. 1 � o � z �o <br /> " �? I N W O Q <br /> "� w a � ° Z �U <br /> U � <br /> 1 . a SEE OEfAII _ _ c � t(�U <br /> �' ..0' SHT 2 � N � <br /> � r � �f— <br /> � �• � O ^W <br /> SEE D'cTAIL <br /> °C" SHT 2 OA — W } — — w � � <br /> _ p '� W 6 <br /> ' � <br /> A � A `� G � G H B � <br /> _ a <br /> i 6^ — - - <br /> L6- I �W �n <br /> L � io �o o�i o <br /> — 1 6�� � � � _ _ , Q�� Q <br /> I ��� m o¢ <br /> � I I II II 11 II I W <br /> 3� - �om� � ?� <br /> t 3..��I _ 6 � 6� — I 3.,t a:� Q2ar <br />, 3_ —7 3. 3.. I—' S c.� <br /> SEE DETAIL g- — 6^ ��'m o � <br /> "F" SHT. 2 6• o � <br /> � ¢ <br /> a a <br /> 'AT�iACHMENT DEfAIL r„�,�„N <br /> 3>;�} <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, cn�n cn�n°' <br /> • SIGNED AND SEALED BY LUfS R. LOMAS, PE x cn <br /> (FLORfDA #62514) WITH THE LOWEST (LEAST) o �Z <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS � �a <br /> BEING CON�IDERED FOR USE. JAMB, HEAD, AND �w3� <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ��w� <br /> �7 0 Vt�00D SCREWS OR 3�16" TAPCONS. A PHYSlCAL cJ.�°a�'o Z <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��"�� °— <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". HARDWARE SCHEDULE a��o > <br /> �`"Z� � <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND °�_� <br /> I FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. '�O—oa,,� <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^`"N�� <br /> AND MAXIMUti1 7" Q.C. OR #10 X 2" FLAT HEAD WOOD o��.-� <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM <br /> 12" O.0 o • , : .� <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.5o"+ t.25° . ' ' o c�m¢o <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACN[IVEMENT MIN { �25•• MIN I >� o.zs" Z <br /> OF 1-1/Z" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SH M SHIM �ANAtai <br /> on� 1/5/07 <br /> MINIMUM EMBEDMENT OF 1-1 4' <br />, V � _ Ce�r'alion�b: IJ i 6 c 4�S o?_/L i 5�: N.rs. <br /> L— �— y�; CL— I— -- R�wieti`E7$j: J.�' <br /> 4 1NOOD BUCKS BY OIHERS MUST BE ANCHORED PROPERLY TO p�o�,� ,v�,z;�, owc.er: sws <br /> TRANSFER LOADS TO STRUCTURE. - cHx.er: <br /> 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. Df7AlNNG N0. <br /> iYPICAL V'100D BUCK IYPICAL MASONRY D�/C-MA-FLOI62-07 <br /> ANCHOR INSTALLATION .4NCHOR INSTALLATION <br /> SHEEf J OF .J <br /> � <br />