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SEE DETAIL� 3. 6' � � 6" O � <br /> "E" SHT 2 3" 3" � <br /> —� 3° 6„_ � � 3��� �3,. � CO <br /> ¢ <br /> I I I II I I II I � <br /> _ —I 6�� 6,._I — — _ O �J <br /> I —6" I—6" 6 I I � I— <br /> N `° • � Z �O <br /> _ n � `� �c� <br /> M� a � - - � �� <br /> w � o ? �U <br /> a SEE DE7AIL . ¢ ti �_ <br /> _ _ � ..p.. SHT 2 — _. vai � �U <br /> J � <br /> ¢ G _' Q ^W <br /> SEE DETAI� Oq -- a � � <br /> w a � <br /> "C" SHT 2 — — — <br /> ' o N � B <br /> A "� vi �/���--- <br /> A � C � N � � <br /> W <br /> — 6' _ I — _ � � _ <br /> a N <br /> 6 � o <br /> —�6 � `° 1O $� c.�� <br /> � _ _ �+� � o <br /> z U J i <br /> I f I I I I I f I I S�W w �o <br /> 3° � 3, � � ' , �d� Q o� <br /> 3• — 3,�6' 6�' _ 3 _"' �3� F �3 g � cxi <br /> SEE DETAIL 6,. _ _ �I-"' o �d' <br /> °F" SHT. 2 6� o � <br /> 6" a � <br /> ATTACHMENT DETAIL � <br /> 13/INf�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) Q w <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS �ww-' <br /> BEING CONSIDERED FUR USE. JAMB, HEAD, AND �Q a W <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE � <br /> c�au°"iv z <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � � o <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE Q�,o� � <br /> ,�i�oz w <br /> LOCATION TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND a�Q= � <br /> 2. MULLIOIJS 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�� CENTERLINE. �oo� <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES • �'N�N a � <br /> CORRUGATED FASTENERS LOCATED 3." FROM EACH END - � <br /> p)�N•- <br /> AND MAXIMUM 7" 0 C. OR #10 X 2" FLAT HEAD WOO.D <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ' �. . x <br /> 12" 0 C. t.sa" I 6 1.25" '' w o c�m Z <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM MIN _ Q 25� MIN � �. ' � t� 0.25" <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM `S M DATE: ]����OS <br /> OF 1-1/2" MINIMUM EMBEDMENT THE TAPCON MUST ACHIEVE ��_I I— _. c�—I I— AdderdomloNAAlI 5��: N.r.s. <br /> MINIMUM EMBEDMENT OF 1-1/4" :�:, �;� <br /> �'r; Cetlilicalbn No.: ,v r no c�_ owc.or: SWS <br /> 4. WOOD BUCKS DY OTHERS MUST BE ANCHORED PROPERLY TO "J'"' RevicnedBy: � <br /> 7RANSFER LOADS TG STRUCTURE. ,•T•� Da�eReview�j,�r CHK. BY; <br /> --" oanvnNc no.. <br /> 5. MINIMUM DESIGIV VALU� STRENGTH OF ANCHORS 171 LBS. lYPICAL WOOD BUCK TYPICAL MASONRY Ma-r�o�za-cs ' <br /> AivCNUR iNSTALLA710N ANCHOR INSTALLATION " <br /> SMEET ,} OF ,S <br /> - ^ ,I <br /> , �i <br /> Y <br />