Laserfiche WebLink
c <br /> 0 <br /> N <br /> IL <br /> 41' - 4" <br /> IL <br /> FINISH PER ARCH <br /> 10' - 4" 31' - 0" <br /> CONT 2x w/AB PER TYP DETAILS - 1/2" SHTG ol 01 <br /> ADD SIMPSON STRONG-TIE RCKW3 1/2" FINISH PER ARCH 12' - 0" SHEAR WALL [6] 9' - 0" SHEAR WALL [6] <br /> @ 32"oc BELOW WINDOWS w/1/2"dia <br /> x 8" STAINLESS STEEL SIMPSON -2x6 @ 16"oc <br /> 0 <br /> TITEN HD SCREW ANCHORS SLAB & REINF PER PLAN <br /> Q <br /> -#4 CONT #5@24 CONT T/WALL <br /> 24" 100'-8" I <br /> DOOR PER ARCH #4 DWLS @ 24"oc 12" SLAB BY OTHERS �$: FF ELEV I HDU8 - - - - I o B <br /> JASON D <br /> SLAB BY OTHERS SLAB & REINF PER PLAN „ ° X_ °_ X. X 100' - 0" I A D I <br /> 9 ° J I S2.1 S2.1 S2.1 YHD <br /> FF ELEV T/FTG _ � I U2 <br /> a o 0 o PER PLAN ¢ e - - - - - - - - - - - - - - - - - - - - - - - <br /> a� X=s-XTx-x4,-, ,, X' <br /> 1001 . 011 <br /> #5@24" w/ALT HKS s2.1 I <br /> T/FTG ' d � �9 -�" � � - ARCHITECT <br /> GNICH <br /> #5 @ 24"oc 2-#5 CONT -, a T o oC <br /> ° PER PLAN GRAN FILL T ¢ I `V <br /> CD a ° PER PLAN = I HDU2 <br /> ° (2) #5 CONT n GRANULAR FILL W E HDI T/F = 99'-6" HDU2 I J <br /> s2.1 HDU8 Q <br /> O T - - v • _ 511 Q11 511 O <br /> d __ J (J ' <br /> I <br /> 6" 1' - 6° T I I Q 9 SE 3RD AVE, SUITE 110 <br /> C _ I I = PORTLAND, OR 97214 <br /> 3 0 V. 503.552.9079 <br /> A FOUNDATION SECTION s FOUNDATION SECTION <br /> HDU8 5" SLAB w/6x6 W2.1xW2.1 WW ON 10 I B o N HARC503.241.7055OM <br /> •I � T/F = 99'-6°�• I S2.1 WWW.GNICHARCH.COM <br /> S2.1 3/4" = 1'-0" S2.1 3/4" = 1'-0" N 10" I �' T/F = 99'-6" MIL POLY VAPOR BARRIER OVER 6" 00 <br /> COMPACTED GRAN FILL �' HDU8 I <br /> ?,of S1 <br /> I I �, <br /> 3 Q PER TYP L c� �� 01 <br /> - DETAILS HOLD DOWN STEM ,� I �" n <br /> D I I FF EL WALL 8" @ DOORS - TYP I A <br /> Lu <br /> X338 �° <br /> T S2.1 I S2.1 * q'6 1 <br /> 100' - 011 <br /> I s cIVl4 <br /> I r�TFo� <br /> 0 <br /> Q MASONRY PER ARCH I B <br /> T 6x6 POST @ EA SHEAR I 52.1 <br /> 1/2" SHTG CONT 2x w/AB PER TYP DETAILS - 1/2" SHTG WALL HOLDOWN & EA <br /> ° ADD SIMPSON STRONG-TIE RCKW3 END OF OPNGS - TYP T/F = 99'.6" I <br /> FINISH PER ARCH- 1/2" FINISH PER ARCH 1/2 FINISH PER ARCH HDU2 - ` - 6x6 POST HDU2 <br /> @ 32 oc BELOW WINDOWS w/1/2 dia � <br /> CONT 2x w/AB 2x6 @ 16"oc x 8" STAINLESS STEEL SIMPSON -2x6 @ 16"oc <br /> PER TYP DETAILS SLAB & REINF PER PLAN TITEN HD SCREW ANCHORS SLAB & REINF PER PLAN - - - - - - - - - - - - - - - - - - - - - <br /> #5@24" EW EF T/WALL T/WALL D D - <br /> #5@24 CONT_ CD <br /> SLAB BY OTHERS 100'-811 �„ 100'-8" s2.1 s2.1 r c <br /> O11 <br /> `� °° SLAB BY OTHERS v <br /> FF ELEV FF ELEV s2.1 <br /> ° X <br />