Laserfiche WebLink
�n <br /> SEE DEfFJL E� — I — 6 0_ � <br /> .E.� gHT 2 j 3 � --{ 3" ¢ <br /> � 3� � 5� � 1 3..� i —� �'—3� O �CO <br /> �6^ 6^�— 6" I � ' I I I � I � I 6- 6^—I I I � I � I O �J <br /> I { <br /> ` �— <br /> I_ �o _ � ¢ (n O <br /> n N _ _ i � �� <br /> ; n`� ow � ° � z �T III <br /> a SEE DETAIL a w I <br /> { � "D" SHT 2 � — — N Z U';U <br /> ti/^ <br /> J J O �I�/�!1 <br /> � � � Q W I <br /> SEE DETAIL I w ° � � I <br /> °C" SHT 2 A� W "I _t - � g I� <br /> - � i in <br /> n '� @ E <br /> A � a C G H <br /> _ a <br /> I- I 6^ �- - ' - - -- --- --- -- ----- --- � -- - -- ---- '------- --- ------ <br /> f - 6" ' ' ~W i <br /> � in >^�� o <br /> { - I 5- <br /> — �6 _ a�na Jo� <br /> I 1 II 11 II II I ��� m � <br /> � ' °W� '��' z° <br /> � omm �' <br /> 3° 3n i 3..� - 3'6, 6- - 3" 3 W�o° a s as <br /> U <br /> SEE DEfAiL 6` — 6' �!��'� o ¢ <br /> � °F" SHT 2 6' o � <br /> � G <br /> a a <br /> � Al?ACHMENT DETAIL <br /> �.- cn v�v�v� <br /> -- J-�ANGF-iOR-ANAL-YSIS-�QR__LOADlNC�CQNDLT1nNS-P-REP-ARED, -----------a'�vsiv�i�'-r�_--- <br /> SIGNED AND SEALEO BY �UIS R. LOMAS, PE Z ?cn <br /> (FLORIDA #62514) �NITH THE LOWEST (LEAST) o �z <br /> FAS.TENER RATING FROM THE DIFFERENi FASTENERS v z~ <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND "W�� I <br /> TI-IRESH A �'-"'a <br /> �7 0 N�000 SCREWS OR 3/16" TAPCONS. A PHYSICAL �°��o. o <br /> SHIM MUST BE PLACEO IN SHIM SPACE AT EACH ANCHOR ��,,,� <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8" HARDWARE SCHEDULE a��o > <br /> t��'_'?a �w <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE � KVdIKSET SERIES 400 G�ADE 3 CYLINDRICAL LATCH At�D °�_- � <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO 'SERIES 980 GRADE 1 DEADLOCK HARD4�'ARE TO BE INSiALLED <br /> BACK JANB UNITS JOINED WITH 1" X 1/2" LONG AT 5-1/2" CENTERLINE. '�O`°^ <br /> O U w <br /> CORRUGATED FASTEN�RS LOCATED 3" FROM EACH END 2. 4" X 4" FULL MORTISE BUTT HINGES. ^N N°'o <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEP,D WOOD ���� <br /> � <br />, SGREWS LOCATED 6" FROM EACH END AND MAXIMUM _ -- - -- -- - - - - -- I , <br />' 12 0-C• ' ' t � <br />' 3. THE WOOD SCRENJ SINGLF SHEAR DE51GiV VALUES COME FROM �.50"— t.zs" . "� o�m a° <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN I 02S^ MIN I � _o.zs" <br /> OF 1-1�2" MINIMUP�I EMBEDMENT THE TAPCON MUST ACHIEVE SMHM SHIM �"i0�� <br /> oare: i/5/07 <br /> MINIMUM EMBEDMENT OF 1-1/4" ��-I I- • C�-I I- " ��ti��- rJlacG9��-/L� sraie N.iS. <br /> .�:I �,; R��S'_ /.�- <br /> 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �eF,.�� ,,��,;„ owc.er: sws <br /> TRANSFER LOADS TO STRUCTURE. - cNH.sr: <br /> 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS .+�• .•f~ ow+��r+c�+o. <br /> �YPICAL MIOOD BUCK TYPICAL MASONRY DVlC-MA-FL^162-07 <br /> _ ANCHOR INSTALWTION ANCHOR INSTALLATION -- <br /> s�eer 3 or 3 <br />