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{I� I— � � I <br />� SEE S TAI2� I—3" sn3� L � 11 g-6• � oJ <br /> U <br />� � 3~ 6 � � 3 � I I �t^ Q �� <br /> I I I I 1 I I I ( I p �J <br /> � I —I 6., 6.._I 6.. I �6+ 6�� � _� ¢ � <br /> 1— <br /> N � p � � �� <br /> ' � _ _ N _ _ � �Q <br /> �^ z U <br /> � o <br /> < o <br /> cWi W w = <br /> ¢ c� i— � <br /> I _ _ �SEE DETAIL I _ _ a z tn U <br /> "0" SH7 2 � � O � <br /> � r � �� <br /> i ? � Q � � <br /> SEE DEfAIL � w w � <br /> "C" SHT 2 — — — <br /> W - B <br /> i � � w <br /> O � <br /> A n A � � � C H B � <br /> 6°— p �. <br /> � - - - - ;� o <br /> 6" <br /> � � ati$ ; oa <br /> _�6.. r _ � _ _ ► <br /> 1 i i i i i i i i i i ��W w z� <br /> Q�m N � <br /> � N p°T� <br /> 31 1 3"—� — g• — 5' — I—3^ �. W S$ � z <br /> . _3° 3" 3" � �• <br /> o ¢ <br />� SEE DEfAIL g• � 6° o� � � <br />� c "f' SHT 2 6^ �I � <br /> a aa <br /> ATTACHMENT DEfAIL ���m' <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, _ <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE ° � <br /> (FLGRIDA #62514) WITH THE LOWEST (LEAST) � �� <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS �ww� <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND I�a a� <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �a�N o <br /> #10 WOOD SCREWS OR 3/16" TAPCONS_ A PHYSICAL HARDWARE SCHEDULE ac�°``' "' <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ��n o� > <br /> LOCATION TAPCON EDGE DISTANCE MtN 2-1/2" 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND os°a= � <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" CENTFRLINE. '-OOOw <br /> BACK JAMB UNITS JOINED WITH 1° X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES �NNN� <br /> CORRUGATED FASTENERS I.00ATED 3" FROM EACH END rn�N�- <br /> AND MAXIPAUM 7" 0 C. OR #10 X 2" FLAT HEAD WOOD .. <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,'"" - <br /> 1Z�� O C �MIN~ I 1M2N" . . . � woUm� <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —M��� i � —M��� <br /> ANS!/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHi�n SHIM onTe: 7/>>/OS <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE . AddendmloN�1A1 <br /> CL—I �_ _.. ���I �— :".'�', sca�: N.7.S. <br /> MINIMUM EMBEDMENT OF 1-1/4". `-'�'E ���No- e a-2=I owc.er: S�NS <br /> ,4- WOOD BUCKS BY OTHERS MUST BE ANCHOREC PROPERLY TO k��`�� � ' c�K.er: <br /> oateRevizwe���., <br /> TR.4NSFER LOADS TO STRUCTURE. ow�unHC No. <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 7 71 LBS. TYPICAL V�/OOD BUCK NPICAL MASONRY pWG-MA-F�0130-OS <br /> ANCHOR INSTA�LATION ANCHOR INSTALLATION <br /> �sti•�� 3 -- 3 � <br />, �--� , — — <br />