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�_ <br /> SEE DET.vL 6" —6 � p�p i <br /> "E� SHT 2� —3 3' 3" � <br /> � � 3"— 6"— � � 3 —I � ��^ —' CO <br /> Q � <br /> � —�--6 6 —I I_ � I I 1 I �-' f I I I I I � p �J <br /> 6` } 0 6"—j Q � <br /> 1� _ � �° I o _ _ �° a �� <br /> _ ^ _ I o <br /> - � � <br /> � <br /> _^ • z �U <br /> � W p I W <br /> CJ I <br /> � _ a SE� DETAiL � _ — � ~ ��_ <br /> Z «)v <br /> I— N "0" SHT. 2 N � <br /> J � O �N <br /> i ? � ¢ � � <br /> SEE DEfwL a W o � <br /> - `c- sHr z — — W -i f — — W <br /> _ � � W e <br /> o � <br /> A M A � � G H B � <br /> .r C o <br /> � � — 5"— — — — ?�F z <br /> �6 _ / _ o 0 <br /> t0 tD � Q W j V fn <br /> —r 6' � ! 4 �WOm°� <br /> � � ; � � i � i� i � � g�WW >� <br /> , o��� �� <br /> 3� i 3_�f o. 6- I 3'� . �88�a °z <br /> —3- � 3- � 3" 1 �I�� o � <br /> SEE �E7n4 6- —6- o ;o � � <br /> — —--- -- -- — — ---- ------- ---- ---- <br /> --'F'-SHT:-2 �6' --- ----- ----- ------ - - - a - a -- <br /> ATTACHMtNT DETAIL s 3�m , <br /> :n cn u� <br /> 7 ANCHOR ANALYSI� FOR �OADIr:G CONDITIONS PREPARED, Z =; , i <br /> � SiGNED AND SEALED BY LUIS R. LOMAS, PE � �� ' <br /> {FLCRIDA �62514) WITH TH[ LOWE�T (LEAST) a WI <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS �wwJ' <br /> BEING CONSIOERED �OR USE. JA,Ui6, HEAD, AND �¢a� <br /> THRESHOLD FASTENERS ANALYZED FOR 'THIS UNIT 1NCLUDE �°vai� z <br /> #i 0 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � ->>o� ° <br /> HARDWARE SCHEDULE <�w``' `� <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EP:CH AnCHOR �v,o�= > <br /> LOCATION_ TAPCON EOGE DISTANCF MIN 2-1/2" 1. KWIKSET SERIES 400 GRAOE 3 CYLInORICAL LATCH AND o�°a= � <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/$" STRUCTURAL GRADE SERIES 980 GRADE 7 DEADLOCK HARD'NARE TO BE INSTALLED � <br /> FJ PINc. ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CEN i ERUNE. ^�°o°w <br /> BACK JAMB UNITS JOINED WiTH 1" X 1/2" LONG 2. 4" X 4" �ULL MORTISE BUTT HINGES m N'r'�o <br /> CORRUGATED FASTENERS �OCATED 3" FROM �.ACH END �,^N� <br /> AND MAXIMUM 7' 0 C. OR #1'J X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6�� FROM E4CH ENp AND MAXIMUM ,'°' �-- <br /> i z" o.c. �.so-�� ,.zs 1 D . . . . W o�m Z <br /> 3. THE WOOD SCREVJ SINGLE SHEAR JESIGN VALUES COME FROM MIN _Q�•• MIN _M�- <br /> .",NS�/AF&PA N DA F O R S O U T H E RN PIN E LUMBER AND ACHEIVEMENI � s�i�M SH�t� o�re 7/71/05 <br /> OF 1-1/2" A4!N:MUM EP�iBEDMENT. THE TAPCON MUST ACHIEVE I I � 1 ��10«� <br /> CL— CL—� �— ��� N.T.S. I <br /> MINIMUM EMBEDMENT OF 1-1 4" — �:.� �� �_ �S <br /> � Cerii5Cxlion fdo_ , o.. r a-2=I <br /> k_wix-<d 9v <br /> 4. 4VOOD BUCKS BY OTHERS MUST BE ANCHOREC PP,OPERLY Tv - _ DdIQAM2IY�,f;z� �K•�� <br /> ' TRANSFER LOADS TO Sl'RUCTURE. . • � ORnWING N0. <br /> �5. MINIMUM DESIGN VALUE �TRENGTH OF ANCHORS 177 LBS T'P�CAL WOOD BUCK TYPICAL MASONRY O�YG-uA-FL07S0-OS <br /> — ANCHOR IfvSTAi WiiOid Ai�CHOR fNSTALLA7IGN s�� 3 0� 3 � <br />