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SEE D�T'nIL 6" —6" <br /> a �7 i <br /> ..E. SHT 2� —3' 3. � 3.. O �O <br /> I 3, 6„_ �_ , 3.,_I — — �3„ � C�O <br /> _ _ <br /> I � �_ -'- '--��-�- �--- � � � � � <br /> 1 1 —f E" 6"—I _6. I I �—5" 5"--� I — ) � �J <br /> 'n — _ � �° o I— I � � �� <br /> _ n � — � Q Q <br /> n� W � o Z �U <br /> ti � <br /> � _ _ a SEc DETAIL I _ — a �7 U <br /> } 0" SH7. 2 I �n 0 p�� <br /> / J � J � � <br /> SEE DETAIL Aa— 0 � � � <br /> ��C�. SHT 2 — - — — w <br /> w 8 <br /> � � � i � <br /> n A � C � H B � o <br /> � — 6"— - — — �' • .� y <br /> 6" � � `�'"� o <br /> � �n $Ws� <br /> —�6 � _ � a�'� -� oa <br /> 1 I I I I I I �I I I ���W zo <br /> nm y C +y <br /> 3 � 3.. I I_3.�� g$� ¢ � <br /> 3 —, 3'� 6 3� � �' o �d <br /> SEE DETnII 6' 6' � -.o � <br /> • "F" SHT 2 � Q <br /> ATTACHMENT DETAIL 333m <br /> :n cn cn <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z x <br /> SlGNED AND SEALED BY LUIS R. LOMAS, PE o � � <br /> (FLORIDA #62514) VJITH THE LOWEST (LEAST) ¢ W <br /> FASTcNER RATING FROM THE DIFFERENT FASTENERS �`",�w J <br /> 3 <br /> B�ING CONSIDERED FOR USE. JAMB, HEAD, AND S o a w� N <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE U�N� a <br /> �}10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � o <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EP.CH A�CHOR HARDWARE SCHEDULE ��o� �' <br /> LOCr1TI0N TAPCON EDGE DISTANCE MIN 2.-1/?." 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�a°_ �--- <br /> 2 MUL!IONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> �J PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT S-1/2" CEN i ERLINE. ��°°o w <br /> 8.4CK JAMB UNITS JOINED WiTH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BliiT HINGES �N�N¢ <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END ^ ° <br /> p��N� <br /> AND MAXIMUM 7" 0 C. OR #10 X 2" FLAT HEAD WOOD - <br /> SCREWS LOCATED 6" �ROM EACH END AND MAXIMUM ,•°' • � <br /> 1Z" O.C. �NSN. ' �MIN^ >' . woUmz <br /> 3. THc WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM oz5" i o25" <br /> AN51/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SH H SHIN oa.e 7/�t/OS <br /> OF 1-1/2° MINIMUM EMBED�AENT. THE TAPCON MUST ACHIEVE ���� <br /> � N.7.S. <br /> MWIMUM EMBEDMENT OF 1-1/4��. CL— �— ��, CL—I �— T�' ���� o a_ - y o,�,c.�: sws <br /> REVie,vcd By, <br /> 4 WCOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - ' DzteRevRw��i�'�;> c�K.e*• <br /> TRANSFER LOADS TO STRUCTUR=. . ' oruvn�c No. <br /> � T"PICAL WOQD BUCK Tl'PICAL MASONRY DWG-.I/a-FL0130-OS <br /> � S MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 7 71 LBS ANCHOR INSTALLATION .4NCHOR INS iALLATION <br /> sN�i 3 or 3 i <br />