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#12x4", 6" OR 7'� SMS W/2" O.D. ALUMINUM WASHER <br />& NEOPRENE INSERT SPACED � 12° O.C. <br />CONTINUOUS PANEL GUTTER <br />W/#8 SMS � 12"O.C. TOP & <br />BOTTOM TO ROOF PANEL <br />WALL CAP SPLICE TO BE <br />OVER THE VERTICAL MULLION <br />TOP EXPANDER SHALL <br />BEAR FIRMLY ON MULLION <br />SECTION PRIOR TO INSTAL- <br />LATION OF FASTENERS <br />1/4"� EXPANSION ANCHORS <br />� 90 MPH WIND SPEEDS <br />LOCATE 1-ANCHOR 4" EACH <br />SIDE OF MULLION AND AT 16" O.C. <br />BETWEEN EACH MULLION, <br />BASE/WALL CAP — <br />SAME AS BEARING EXPANDER <br />TO MULLION <br />BASE SPLICE <br />TO BE 8" MINIMUM <br />FROM VERTICAL MULLION <br />EXIST. OR NEW CONCRETE <br />SLAB IN GOOD CQNDITION <br />i � <br />� � <br />' f, ��`� 'Z��� <br />, <br />1'-6" I�AX. OVERHANG <br />MIN. C� 1/4"� <br />ANCHORS <br />BEARING WALL SECTION � <br />2-#8 TEK SCREWS <br />EACH SIDE OF MULLION <br />90 MPH WIND SPEEDS <br />z <br />� <br />1/4' X 3' LONG LAG BOLTS <br />� 90 MPH WIND SPEmS — <br />LOCAIE 1-ANCHOR 4' EACH <br />SIDE OF MUWON AND AT 16" O.C. <br />BEIWEEN EACH I�UWON. <br />BASE/WALL CAP — <br />SA�IE AS BEARING EXPANDER <br />TO MUWON <br />BASE 5PL10E � <br />TO BE B' MINIMUM � ` �'•�' � � <br />FROM VERIICAL MUW ON �� � �'` "� � �, � <br />INSULATED STRUCiURAL • :�•. <br />DECK PANELS _ �•".•�.���-'-� <br />ALUM. FLASHING — — =- <br />BEARING WALL SECTION ON J 1 <br />TEMO NER APPROVED DECK PANELS <br />1/4' X 3" LONG LAG BOLTS <br />� 90 A�PH NAND SPEEDS — <br />LOCATE 1-ANCHOR 4' EACH <br />SIDE OF I�UWON AND AT 16' O.C. <br />BETWEEN EACH UUWON. <br />BASE/WALL CAP — <br />SAA�E AS BEARING EXPANDER <br />TO AIUWON <br />BASE SPLICE <br />TO BE 8' MINIMUI� <br />FROM VERIICAL �IUWON <br />D(15T. OR NEW WOOD — <br />DECK IN GOOD CONDIitON <br />ALUM. f1ASHING <br />BEARING WALL SECTION �2 <br />ON WOOD DECK <br />t/4'0 IXPANSION ANCHORS <br />O 90 MPH WIND SPEmS <br />LOCAiE t-ANCHOR 4' E <br />SIDE OF NUWON AND A <br />BETWEEN EACH MUWON, <br />BASE/WALL CAP <br />SAME AS BEARING D(PA <br />TO MUWON <br />BASE SPUCE <br />TO BE 8' MINIMUM <br />FROh� VERiICAL I�UWON <br />EXIST. OR NEW CONCREI <br />SLAB IN GOOD CONDIT101 <br />BEARING WALL SECTION J3 <br />ON CONCRETE SLAB <br />� <br />� � <br />a o <br />p N <br />� � <br />� � <br />m � <br />� � <br />� � <br />c9 <br />o � <br />o Q <br />> <br />� <br />��o� <br />� � <br />� 0�0�6 <br />� d(� �� �� <br />N r � W � � <br />w��,= <br />���� � <br />v� a <br />6 � � � <br />� � � N ('f <br />2 Q � � 0 Z <br />o � � z a � <br />� w > � <br />� U � < U <br />�`� <br />m � < � a <br />_���� <br />z � < � � <br />d <br />a a 3 � o <br />�m�<> <br />e�>�� <br />� � � <br />� 2 B U uj <br />�<p; �o� <br />�y8Gz1<�Q <br />Z J<y/ <br />� f/� W � VI fh <br />M <br />o n <br />a � <br />V� N <br />_� <br />� U <br />� � <br />� • x <br />a <br />� <br />x <br />� ,� <br />�e <br />o � <br />O p <br />Z� <br />o �, <br />z � <br />J � <br />U m <br />i <br />. � <br />00 <br />a <br />o� <br />� �o <br />a� <br />� � <br />a v�i <br />0 <br />N <br />� J <br />� Z <br />�Q� <br />� Z w <br />� O � <br />Z _ <br />� � h-. <br />N W W <br />N � <br />N fn = <br />c0 N Q <br />M � � <br />U Q <br />DATE <br />FEBRUARY 19, 2074 <br />LUAY ESHO, PE <br />20400 HALL RD <br />CLINTON 7NP, MI 4BOJB <br />rn: (en)na-awe xza� <br />PROFESSIONAL ENqNFIIt <br />WA L1� M4477 <br />G: \11 x17\NWWINDOW�4iEM04NT I�T E M O�F <br />--- -- — -- -- 4 OF 5 <br />