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SEE DETAIL ' <br /> ��E�. SHT 2� 6° — — —6" � � <br /> —6" 6"— — ' 3" — — 3" O � <br /> � —{ <br /> � � 3., 3„_ _ _3 3" I— I 3.• I � �J� � � <br /> � <br /> II II I II I II I z � <br /> ' 6„—I———6,� — — I 6.� 6,._I — I O �J <br /> I I r - Q � <br /> � 3,. 3., I� z �O <br /> � � <br /> ���i, �n W Q <br /> N I� N <br /> � — ^ — — � �U <br /> I � Z <br /> Q W � � <br /> �� <br /> � SEE DEfAIL a � �I— <br /> - — "D" SHT 2 — � � w <br /> � ¢ <br /> '° ¢ � � <br /> N � � <br /> Q W <br /> W � <br /> J W <br /> W U � <br /> — — � — — O <br /> � � <br /> � r ��'O h <br /> B B B �oz � <br /> SEE DETAIL �w� K tn <br /> ���_ ___(� �_ �� � � <br /> A N ��C" SHT. 2 =� �:J — — `J L.'l — � °oo m � <br /> 3 � �o <br /> ���\�- �W W Z <br /> �/ � �o� ¢ _� <br /> 3' 3' <br /> 6"— — — —6" 6' 6' � �.�`�`o S o �d <br /> �� �� � � � r � �� � � � � � ¢ <br /> , , a a <br /> 3 '� �� �I— I— <br /> � � <br /> — — SEE DETAIL 3 6'3 � � 3 6.3,. 6,. 3•' 3 c3n t�n cn m <br /> ATTACHMENT DETAIL "F" SHT z <br /> z <br /> 0 <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, � <br /> SIGNEO AND SEALED BY LUIS R. LOMAS, PE pddeM�anloNPMI � � <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) c���� ^^ o �y �Q¢ <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS 1.z5" " g o� � <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN I � �• ;M.�" DaeRe��BY �/ ��'' J�"' o <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ° �' <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL I SHIM ��Q � <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��— �— r;�; HARDWARE SCHEDULE ��a <br /> LOCATION TAPCON EDGE DISTANCE MIN 2-1/2" ��' 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��o <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE yT� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED ^�,� <br /> FJ PIN[ ON CONTINUOUS I-IEAD AND SILL UNITS. BACK TO TYPICAL MASONRY °'N.-a <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG ANCHOR INSTALLATION ` A T 1 0-1/2" C EN TE R L INE. �^N o <br /> CORRUGATEO FASTERNERS LOCATED 3" FROM EACH END 1a KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND - <br /> AND MAX 7" 0 C. OR {�10 X 2" FLAT HEAD WOOD . � ', � SERIES 980 GRADE 1 DEADLOCK HARDWARE TO B[ INSTALLED <br /> SCREWS LOCATED 6" FROM EACH END AND MAX 12" 0 C. ° ' AT 5-1/2" CENTER�INE WITH 8" GRADE 1 (ANSI/BHMA A156 16) �,,o�Z <br /> 1.50°— SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ^^�N I —0�25° DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM <br /> ANSI�AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT 5H M oarE: 7/71/O5 <br /> OF 1-1/2" MINIMU�v1 EMBEDMENT. THE TAPCON MUST ACHIEVE I 2. 4" X 4" FULL MORTISE BUTT HINGES scn�: N.T.s. <br /> MINIMUM EMBEDMENT OF 1-1/4" ��— I— _JY:; owc:er: sws <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO . :�+.�?� CHH.BY: <br /> TRANSFER LOADS TO STRUCTURE. <br /> ORAWING N0. <br /> 5 MINIMUM DESIGN VAIUE STRENGTH OF ANCHORS 171 LQS. TYPICAL WOOD BUCK DWG-M�-FL0129-OS <br /> ANCHOR INSTALLATION SHEE1 3 0, 3 I <br /> — — i <br /> I <br /> , •, <br />