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_. ... - <br /> STRINGER BEYOND, <br /> PER ARCH � � <br /> WHERE OCCURS <br /> s ' <br /> r <br /> � r <br /> �2 �y <br /> ,._PER_ARCH ' .� <br /> � - - - - - - - � � .� <br /> � �T- -- , � � �� <br /> . � � � <br /> � <br /> � BEARING WALL PER PLAN `� '�. \ �� T/SHEATHING � � �� �''' <br /> TYPICAL HANGER SCHEDULE o � � � , EL PER ARCH � v <br /> � � <br /> � 2x12 STRINGER � 16" OC � ~ `�� �` <br /> ORIENTATION � MAX SPAN = 9'-0" W�� \ � STRINGER PER D/S5.05 --- `\ '� �� .� � <br /> � <br /> BEAM / JOIST SIMPSON HANGER # � � ��r���- �4�a� <br /> FLAT SLOPED SKEWED W 10d � 8" OC STAGGERED r `�'���pm���`l <br /> � TOP & BOTTOM , � STRINGER PER D/S5.05 �, ° <br /> 2x6 J626 X � + + STRINGER W/ SISTER W/(3) 10d CL EA STUD <br /> + <br /> ' FLUSH BEAM PER PLAN <br /> 2x8 J628 X � + (2) LSL 1 3/4"x7 1/4„, <br /> 2x6 SISTER EA STRINGER c! UNO <br /> 2x12 J6212 X X X J'�s � <br /> ��� � + ��' � A35 CLIP EA SIDE <br /> 4x6 HUS46TF X <br /> � EA STRINGER <br /> Y + <br /> 9 1/2" 7JI 110 ITS1.81/9.5 X <br /> 9 1/2" TJI 230 ITS2.37/9.5 X <br /> 11 7/8„ TJI 110 ITS1.81/11.88 X I <br /> — � <br /> 11 7/8" TJI 230 ITS2.37/11.88 X . � — �� <br /> LSL 1 3 4"x9 1 2" MIT9.5 X � <br /> � / <br /> LSL 1 3 4�X„ � s�� ,,. TYPICAL STRINGER SECTION NO SCALE B TYPICAL STRINGER DETAIL NO SCALE C TYPICAL STRINGER CONNECTION DETAIL NO SCALE D TYPICAL STRINGER CONNECTION DETAIL NO SCALE E 4� <br /> / / MIT 88 X <br /> �� <br /> . � <br /> (2) LSL 1 3/4"x9 1/2„ GLN3.59 X <br /> � <br /> P5L 3 1/2„x9 1/2" GLN3.59 X U <br /> PSL 5 1/4„x9 1/2" GLN5.59 K .- STRINGER PER D/S5.05 � <br /> PSL 5 1/4"x11 7/8" GLTV5.511 X TYP S1UD WALL � STRINGER PER D/S5.05 <br /> SEE ARCH h � � <br /> v <br /> 2x6 LAP BLOCKING 3/4„ T&G PLYWOOD M � �� <br /> ATTACH W/ (5) 10d NAILS 1MTH TYPICAL NAIUNG 2x6 PT SItL IN/ 1/2 � � � U <br /> GALVANIZED EXP ANCHOR � o <br /> NOTCH PLYW000 T/SHEATHING 48" OC, EMBED 2 1/4" + � � � . � <br /> SLAB PER PLAN �, � � � � <br /> EL PER ARCH + o ¢ � � � � <br /> ��� 2x BLOCKING � .� Q Q N o � <br /> — (3) 10d NAILS � <br /> , ti + \ �' � o � � � rn <br /> f ,� 6" �� m � gi �u�i � rn ��► <br /> ' s � Ch � � N <br /> + � a- C� <br /> � + T/SLAB T/SLAB ° � n � N N <br /> GYP SHEATHING PERP JOIST PER PLAN EL PER ARCH EL PER ARCH <br /> - - PER ARCH 2x8 � 16" OC, UNO �' <br /> � ���;fi/\`������%��: <br /> EQ EQ �, r��l�.,�r�,.�- + <br /> — HANGER PER F/S5.06 <br /> SLAB ON GRADE PER PLAN `, f <br /> — �� NOTES:_ <br /> _�, (2) 1 3/4"x7 1/4" LSL BEARING 1. DO NOT DRILL ANCHOR INTO <br /> � ON DOUBLE STUD POST IN POST-TENSIONED SLABS. � P R W " <br /> � A35 CLIP EA SIDE EA STRINGER ---� 3x T LEDGE /5/8 � <br /> WALL BEYOND. MAX SPAN GALV EXP BOLTS � 16" OC <br /> \ TJI PER PLAN = 8'-0". CONTACT ENGINEER <br /> FOR LONGER SPANS STAGGERED TOP & BOTTOM <br /> �- SOLID BLOCKING � 24" <br /> � � <br /> � <br /> TYPICAL HANGER SCHEDULE NO SCALE E PARAPET DETAIL NO SCALE G INTERMEDIATE LANDING DETAIL NO SCALE H TYPICAL STRINGER CONNECTION DETAIL NO SCALE J TYPICAL STRINGER CONNECTION DETAIL NO SCALE K W � <br /> � � Q � <br /> � m � <br /> � � � <br /> U . <,,, <br /> � �� <br /> q � � <br /> CL POST � <br /> • � � � <br /> 1 � � � <br /> � <br /> � - <br /> ����DAs��s <br /> S�MPSON A34 l — POST PER PLAN ��. <br /> EACH SIDE � 4"' <br /> ,d 27462 4 <br /> '�' ��'G13T�F'� �' <br /> I �sS10NAL ���'`� <br /> os-2�—�3 <br /> PLATE PER F/S5.01 <br /> � Revisions <br /> _ <br /> T SLAB <br /> I EL PER PLAN PRE-PERMIT REVIEW <br /> I 0512212013 <br /> � <br /> i .L, PERMIT SUBMITTAL <br /> 06/9 9/2013 <br /> ' PERMIT REPONSE <br /> ANCHOR BOLTS 09/11/'2013 <br /> SEE PER F/S5.01 <br /> � _. <br /> � <br /> � <br /> D <br /> � <br /> L <br /> � <br /> � <br /> � <br /> � <br /> � L M N N TYPICAL WOOD POST ON SILL PLATE NO SCALE Q <br /> � <br /> E <br /> � <br /> 0 <br /> N <br /> o PAGOQA VILLAGE <br /> Q EVERETT <br /> � <br /> � <br /> a <br /> C1 GRAND & WALL STREET <br /> �;, EVERETT, WA <br /> � <br /> � <br /> � <br /> � <br /> ..1 <br /> 0 <br /> � <br /> 0 <br /> � TYPCIAL WOOD <br /> � FRAMING <br /> � <br /> -� <br /> � DETAI LS <br /> 0 <br /> � <br /> � <br /> � <br /> � <br /> Q <br /> � <br /> � <br /> � <br /> �� — <br /> � <br /> �1] C <br /> � � <br /> � O <br /> O <br /> / — <br /> -� 00 <br /> � 'c�.' <br /> � � <br /> O � <br /> � � <br /> N X <br /> � � <br /> C3) Q <br /> � � <br /> � — Date: 06/'2112013 <br /> � d <br /> � X <br /> � m Job No: 113041 <br /> o x <br /> rr] j <br /> / Cl' <br /> C� — <br /> � ;� Drawing No. <br /> � <br /> i <br /> � <br /> o � ��■o� <br /> � E <br /> � <br /> i � <br /> a� <br /> � � <br /> �- <br /> � a� <br /> °_ '� R V I U v <br />