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SEE DEfAIL 3,. 6" - - 6" � � <br /> "E" SHT 2 3" 3" <br /> � � O �- <br /> �. �.� r 6"_ �— -� 3�� �3,I J � <br /> Q O <br /> I � I I I 1 I I I I p �� <br /> _ -I 6�� 6„�I - I I-6" 6��I I � ti <br /> 1- 6. <br /> � `° • �o Z �O <br /> . n v�i � �� <br /> "'`� a v o � �U <br /> w <br /> w <br /> a SEE DEfAIL . Q Fw- �_ <br /> _ _ �n ..p.. SHT 2 - y Z �LU <br /> J J O �v/ <br /> ¢ � J <br /> SEE DEfAIL � o � � W <br /> '.' o � <br /> "C" SHT 2 - - - <br /> A �' � 'tl o B <br /> A . ---�C H � � <br /> � C W <br /> - 6" - - _ .F o <br /> � 6.� I _ _ �4� O <br /> _r6�� C - � - - � ��� <br /> � } o� <br /> ¢ <br /> � � � � � � , � � � � S�g w �o <br /> WW � <br /> 3 � . I oo� v�io�s <br /> 3^ 3� -1 3��6' 6"- _ -. I--3.. F 5�Qd a � <br /> SEE DETAIL 3 jl:�'� o �d' <br /> .'F" SHT. 2 6� 6� o � <br /> 6�- -- <br /> a � <br /> ATTACHMENT DETAIL 3�3� <br /> ,n�n�n m <br /> 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z = <br /> SIGNED AND SEALED BY LUIS R. LOMAS, PE o � <br /> (FLORIDA �62514) W!TH THE LOWEST (LEAST) ¢ W <br /> FASTENER RATING FROM THE DIFFERENT FAST�NERS <br /> BEING CONSIDERED FUR USE. JAMB, HEAD, AND ���W <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE �o n¢-� �n <br /> U�U7� Z <br /> #10 WOOD SCREWS OR 3/16" TAPCONS A PHYSICAL HARDWARE SCHEDULE Q U o w o I <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR <br /> LOCATION TAPCON EDGE DISTANCE MIN 2-1/2" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�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" CENTERIINE. �oo� I <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4° FULL MORTISE BUTT HINGES m�.,��Q <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END -- _ � o <br /> p1�N•- <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOO.D I <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM , ��" '. . � <br /> 12" 0 C I <br /> 1.50" � 1.25" ' w o c�m Z <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM M�N o,25" MW '.. • � - _o.zs" ' <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM A���oNMll D A�. 7/'1/O S II <br /> O F 1—1/2" M I N I M U M E M B E D M E N T T H E T A P C O N M U S T ACH IEVE � S��E: N.rs. i <br /> MINIMUM EMBEDMENT OF 1-1/4". ��— �— -:��;j c�—I I— �; <br /> ` i'-:' CerlificalbnNo.: n c-'2�/ owc.or: SWS <br /> 4• WOOD BUCKS DY OTI-IER5 MUST BE ANCHORED' PROPERLY TO ' 's'=''"� ""''' RedrxedgYr-� <br /> DafeReviewea cnK.er: <br /> TRANSFER LOADS TG STRUCTURE. '���" oHnnvnNc No. <br /> 5. MINIMUM DESIGfY VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWC-AlA-F�Of28-CS <br /> ANCHOR INSTALLATION ANCHOR INSTALlATION <br /> sneer 3 ov 3 ., <br />