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� <br /> � <br /> � <br /> an <br /> � o <br /> � N <br /> M <br /> 1/4' X 3' LONG LAG BOLTS � } <br /> 6 115 MPH WIND SPEEDS v� a <br /> #12x4", 6" OR 7" SMS W/2" O.D. ALUMINUM WASHER LOCATE 1-M( R a' EncH � � <br /> & NEOPRENE INSERT SPACED � 12 O.C. � SIDE OF I�UWON D AT 16' o.c. <br /> ,r BETWEEN EACH MU o <br /> > <br /> BASE/WALL CAP <br /> SAME AS BEARING D(PANDER � � W � <br /> TO MUWON — — � � � �� <br /> BASE SPIJCE � $ �o =� <br /> TO BE 8' AIINIMUM `•,'r� = w �� a� <br /> FROM VERiICAL MIUWON Z � �a �� <br /> W <br /> 2—#8 TEK SCREWS INSULA7ED STRUCiURAL : a � �� o� <br /> 3 o a o� <br /> DECK PANELS �'':•t.���-��;� <br /> EA C H SIDE O F M U L L I O N ALUM. FLASHING — — — _ ` a� <� <br /> 115 MPH WIND SPEEDS � � �o �� <br /> � � 12 lr U <br /> BEARING WALL SECTION ON J 1 � <br /> CONTINUOUS PA E - TEMO NER APPROVED DECK PANELS � � � � � <br /> N L GUTTER � <br /> W/#8 SMS � 12"O.C. TOP & A THRU r' o Z � ` < � <br /> BOTTOM TO ROOF PANEL �� Z 1/4' X 3' LON6 LAG BOLTS a < 3 � s <br /> / a 9 1 1 5 M P H I M N D S P E E D S • �i m � � < <br /> � LOCATE 1-ANCHOR 4' EACH e � Y N � <br /> � S I D E O F A I U W O N A N D A T 1 6 O.C. <br /> 1'-6' MAX. OVERHANG � BEPNEEN EACH UUWON. � � � � � <br /> WALL CAP SPLICE TO BE � �n � = e �� <br /> OVER THE VERTICAL MULLION � � BASE/WALL CAP g � � ` �< <br /> � SAME AS BEARING DCPANDER � � � � `;,�� <br /> TO MUWON <br /> TOP EXPANDER SHALL o � <br /> BEAR FIRMLY ON MULLION HEADER �, z BASE SPUCE � <br /> TO BE B' MINIMUM v <br /> SECTION PRIOR TO INSTAL— z z �rn,i v�ncr,�MuwoN . Z <br /> rn t ' <br /> LATION OF FASTENERS o Q IXIST. OR NEW WOOD V � <br /> THRU � � <br /> DECK IN COOD CONDI110N <br /> 1/4"� EXPANSION ANCHORS Q C � � (2X6 MININUM BLOCKING) � <br /> � 115 MPH WIND SPEEDS � o aLUM. FLASHING � � � <br /> LOCATE 1—ANCHOR 4" EACH � Z = � <br /> SIDE OF MULLION AND AT 16" O.C. o �' <br /> M <br /> � � � � <br /> BETWEEN EACH MULLION. � a O o 0 <br /> SILL � � BEARING WALL SECTION ,JZ � o <br /> Q ON WOOD DECK Z o <br /> BASE/WALL CAP <br /> � V O <br /> SAME AS BEARING EXPANDER Z w , � <br /> TO MULLION "' °° <br /> � w 1/4'0 E ANCHORS Q � <br /> BASE SPLICE A �RU � v Q OCATE 1HANCHOR 4 SCH � � '� <br /> H � > SIDE OF MUWON AND AT ' O.C. <br /> TO BE 8" MINIMUM �, � BETWEEN EACH AIUWON. � _ <br /> FROM VERIICAL MULLION o = o <br /> EXIST. OR EW ONCRETE Q = BASE/WALL CAP N <br /> SAUE AS BEARING IXPANDER <br /> SLAB IN GO CONDITION � ro Muwor� <br /> � � � � <br /> � � � Bns� saucE � � <br /> ! TO BE B' MINIMUM O Q � <br /> °� FROAI VERTiCAL MUWON � Z � <br /> ..j S. E$y�Y IXIST. OR NEW CONCRETE a a .•o � � � � <br /> �P � SLAB IN GOOD CONDITION • � . z `" Z U� U Z <br /> ,`' �WAS/�/J C d - ' � � � � w W <br /> ,��0 '1,G'� . • ' .. d � N z ' e' r� � (n � <br /> �' � p . . � Z \ — ' � N N = <br /> a '�� 2 ' '- � � � � N Q <br /> � � • 4 � M � H <br /> � BEARING WALL SECTION J3 � a <br /> • R<�5 <br /> ON CONCRETE SLAB DA1� <br /> ' 1" MIN. � 1/4�� nov,4, sme <br /> ��� ANCHORS w�r�o.� <br /> 2P100 HALL RD <br /> CW170N 7YIP�IB 48038 <br /> Pfl:(!OD)34�Ail6 <br /> • y PROfE�ONAL EHtl1EER <br /> WA Llc/4{4T7 <br /> /�-��� �RAWN BY: <br /> BEARING WALL SECTION � �'�°"'� <br /> SUNNWEST <br /> DWG.NO.: <br /> 4TEA�04NT � '�, 1 � <br /> 40F5 <br />