Laserfiche WebLink
SEE DETAIL � 6' — " 8" � O�p <br /> - ��E�� SHT. 2 3 3�� 3�� O •-- <br /> � � I- � 3��1 � f`'° � O <br /> 3�� 6�� � Q� <br /> I I I I 1 I I I I I p �J <br /> '_�6�� 6�.—I _ — I--8• 6"--I _ Q (n <br /> ^ —� 6�� io � ic w O O <br /> e M � � N � .� <br /> �` o Z a-U <br /> M a SEE DETAIL � a ~ t(j U <br /> _ � } ��p,. SH7. 2 � � vi p � <br /> � � <br /> � 0' Q � �w <br /> SEE DETAIL � W o S <br /> "C" SHT. 2 w - - <br /> � o � W B <br /> s <br /> A M - A � � � C H B � <br /> _ 6' _ _ - � � <br /> 8� B" � � ��� ��a <br /> -r C �- � r � � � � � � � ��� m � <br /> �� � � <br /> 3" v� c'� <br /> 3 3��„� 3��8' g" 3. r �.3,� ��� � � <br /> SEE DETAIL g^ � g° n a � <br /> "F" SHT, 2 g^_ _ rcl <br /> a a <br /> ATTACHM NT DE7AfL N��,� <br /> 1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ' Z <br /> SIGNED AND SEALED BY LUIS R. IOMAS, PE � � <br /> (FLORIDA #625T4) W�TH THE LOWEST (LEAST) <br /> z <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS �' <br /> � <br /> BEING CON5IDERED FUR USE. JAMB, HEAD, AND �a�� <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ` c�a vai�y z <br /> #10 WOOD SCREWS OR 3/16" TAPCONS, A PHYSICAL �' Q <br /> HARbWARE SCHEDULE a�� � <br /> SHIM MUST BE PLACED IN SHIM SPACE AT FACH ANCHOR �cn o Z � <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a��s � <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> 2. Mt1LLI0NS TO 8E 2-1/2" X 4-3/8" STRUCTURAL GRADE o� <br /> AF 5-1/2' CENTERLINE. � om <br /> FJ PINE ON CONTINUOUS HEAD AND SIIL UNITS. BACK TO "�o�,� • <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2, 4" X 4" FULL MORTISE BUTT HINGES �N�N o <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END `—' rn�N� <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD , <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,'';" , �ti,'; <br /> 12" O.C. i,5o"� . �.z5,. ,,.• • . <br /> WOUm� <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN VAI.UES COME FROM MIN �0.25" M�N °�� � � ' .r o,�.215° z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHE�VEMENT HM '^�M a�r�: 7 11 05 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE , � A����� � �e: N.T,S, <br /> MINIMUM EMBEdMENT OF 1-1/4". c�- �- �r,� c�- �- �,+ <br /> , CeilNrcalbn Na;�_n y owc.ev: SWS <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO , ���'' i'��: Rev�dBy �s� ,,,� - ak.er; <br /> �BRBVIBW��.��x ORAW�NO NO.: <br /> TRANSFER LOADS TO STRUCTURE. - <br /> 5. MINIMUM DESIGN VALUE' STRENGTH OF ANCHORS 171 LBS, IYP�CAL WOOD BUCK TYPICA� MASONRY owc-r.u-�.oize-os <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sH�r 3 or 3 <br />