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SEE DETAIL 3,. 6" - 6" � � <br /> ��E"' SHT 2 _ � <br /> � 3� 6,�_ � � 3•,�I 3" I 3•• �3,� O CO <br /> I � <br /> I I I I I I I I I � <br /> _ —�6„ 6.._I _ — — _ p �-�l <br /> 6" I-6" 6 I I � f- <br /> � tO o � Z �O <br /> . ' M�n�, - - Q � _ _ w Q C� <br /> w d' o Z �U <br /> a SEE DEfAIL ¢ Fw- �_ <br /> - _ J '.D.' SHT 2 I - _ N Z �U <br /> } O I— <br /> a 0 � Q ^(n <br /> SEE DETAIL Oq --- o � � � <br /> �.C•• SHT 2 - - _ � <br /> w W <br /> = o ;n � B <br /> n ,� <br /> A A � � G H � � <br /> 6" _ - - < � <br /> ~� _ <br /> - - 6 I - ��ti o <br /> �6�. r _ � _ _ � ��.�`,a � �a <br /> I I I I I I I I I I I 8�� W �o <br /> 3 3,. I 3 � 3,�6' 6" 3„ _ �3„ � �o g � �� <br /> SEE DETAIL + 6" � 6" o� �' � <br /> - "F" S H T 2 6� _ o e � <br /> a a <br /> 333r <br /> A TACHNiENT DETAIL �N�m <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ' Z = <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE o � <br /> (FLORIDA f�62514) WITH THE LOWEST (IEAST) a W <br /> FASTENER RATING FROM THE DIFF[RENT FASTENERS "���J <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND ���w <br /> aa� <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �j�� o <br /> #10 WOOD SCREWS OR 3/16" TAPCONS A PHYSICAL HARDWARE SCHEDULE ¢��w �n <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ,��,N a z w <br /> LOCATION TAPCON EDGE DISTANCE MIN 2-1/2". 1 KWIKSE7 SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�Q= � <br /> 2 MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. �oo� <br /> BACK JAMB UNITS JOINED WITI-I 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES Qt N N O¢ <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END -- . � <br /> p>.�-N� <br /> AND MAXIMUM 7" 0 C OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH ENO AND MAXIMUM ' �. . � <br /> 12�� O.C. 1.50" + o • 1.25" � woUmo <br /> 3 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN � p,25'� MIN ° �� _� t' 0.25" <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM `SHIM DATE: ]/��/OS <br /> OF 1-1/2" MINIMUM EMBEDMENT THE TAPCON MUST ACHIEVE ��_I �_ _J�, ��_I �_ A���oN+�� sr��e. N.7.5. <br /> MINIMUM EMBEDMENT OF 1-1/4" ._�., �� - <br /> .a`=:: CerGfMaibnNo. n SWS <br /> 4 WOOD BUCKS BY OTIIERS MUST BE ANCHORED PROPERLY TO '�'-':' c-2 y owc. ov <br /> RevienedBy. � , <br /> Dale Review ;L L cnK. er; <br /> TRANSFER LOADS TO STRUCTURE. . ,. oanvnNc No. <br /> 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. IYPICAL WOOD BUCK TYPICAL MASONRY DWG-A/A-F�0128-GS <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION ' <br /> s�ieer 3 or 3 <br /> , ' <br /> , <br />