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SEE DETAIL <br /> � <br /> 'E' SHT 2� —3' 6 6 � QO <br /> � 3 6 � � 3 � 3^ � �t 3^ �3� O �CO <br /> 6p � I I I I J I �6u 6^� I I I I ' O ��l <br /> — I—G" 6---� � <br /> � tD �o Q �� <br /> I n^ U � - I I I� -I •I I w �U I <br /> a w z = <br /> I N SEE DETAIL <br /> I I I_ I a I � �c� <br /> �J SHT. 2 a � <br /> a <br /> a 6 � � �� <br /> SEE DEfAIL W � � SWi. <br /> ----- �C"_SHT_2-------- -- - —-A — - ,y -----`-�-- ---- <br /> ---- � - ---- ----------- --- -' - ---- �_ -w-B--:---- '-------- <br /> a � <br /> O �� � �I �,, <br /> A I � � I� v � G � II U�I LJ �I� L-=1 II � � I I I I <br /> �6- r 6� 4 1 -� � I�I - ��� _ <br /> �� - - � � I�II I $�2 ..� <br /> � I 1 I I I I I _ � � I aWOQoa <br /> ! I 1 ! li ii I �g�c�W <br /> 3" gW�m�� <br /> 1 3. 3"--� , 3.6 6� .�I( 3_ �3.t F W�o`r�$.� <br /> SEE DETAiI I � �• o � <br /> ' "F' SHT. 2 6- 6� -'� -s' �I�W_� a <br /> • HARDWARE SCHEDULE <br /> • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRlCAL lATCH AND m <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> AT 5-1/2" CENTERLINE. <br /> ATTACHMENT DETAIL ��iN- I o. • � •� 2. 4" X 4" FULL MORTISE BUTT HINGES. <br /> 1. ANCHOR ANALYSIS FOR LOADING COnDIT10NS PREPARED, —MnZxS 7"Xl/2' CORRUGATED �tO7C2" WOOD SCREW <br /> SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END s' FROM EACH END <br /> (FLORIDA �}62514) WITH THE LOWEST (LEAST) ��_� �_ nr.�o 7' oc �o i2' oc o <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS �: � <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND acRruc w <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE � �� � <br /> CAULK <br /> #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY acRvuC � <br /> SHIM MUST BE PLACED IN SNIM SPACE AT EACH ANCHOR ANCHOR INSTALLATlON �'T� <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �^�� �� I I a <br /> VJOOt� SCREW EDGE DISTANCE MIN 3/4"_ .. f I I ( � o <br /> o•�" • � x COMBINATION WOOD COMBINATION WOOD I <br /> 2. THF +NOOD SCREW SlNGLE SHEAR DESIGh VALUES COME FRON i_so'-- MULLION (BOXED) �AULL!ON (SQXEDI � <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT M�N L _025" <br /> OF 1-1/2" MINIMUM F�3F(]�(Ft�T TyF �nprn 1 AA r ru��c v.nx {3) ,�oxz-t/2' I I I I I Io <br /> h US, l�., ✓� SHIM WO�OH END s AddzrdwnioNAMI I Z <br /> MINiMUM EMBEDMENT OF 1-1/4" � • <br /> CL—� I— • C�t�fxlpnNo_ !3 �f �TE 5/26/77 <br /> 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO -�.�'' e Re'"�''�9Y sc�c: N.T.s. <br /> TRANSFER LOAOS TO STRUCTURE. - �reR�'" <br /> � �� wrc-ar SWS <br /> 4 MINihlUM DESiGN VALUE STRENGTH OF ANCHORS 1 S5 LBS TYPICAL WOOD BUCK � � r"�.B'": <br /> ANCHOR INSTALLATION ORAWING ND. <br /> INTEGRAL WOOD DWC-MA-FL0211-77 <br /> MULLION (CHS) s�ec 3 ov 3 <br /> , — — <br />