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SHEAR WALL SCHEDULE (HEM FIR LUMBER WITH 10d NAILS) <br /> SHEATHING (NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO �"� ANCHOR MIN PANEL FASTENING AITERNAl1VE ALLOWABLE <br /> RIM/BLKG TO RIM/BLKG ATTACHMENT * BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR _ <br /> MARK APPLICATION PANEL EDGE NAIL WALL TOP PLATE NOTE 613 � CONCRETE & BLOCKING NOTE 14 ,� „ CAPACITY CL COLUMN � FOSSATTI PAWLAK <br /> SPACING NOTE 5 NOTE 6 16d NAILS SDWS 0.220 x5 NOTES 910 NOTE 8 lOd NAILS SDS Y x3 PLF NOTE 8 & FOOTING <br /> SW-6 ONE SIDE 10d � 6°oc LTP4 � 24"oc 9"oc 18"oc 48"oc 2x N/A N/A 288 � S T R U C T U R A L E N G I N E E R S <br /> 1735 Westiake Ave N,Ste 205 <br /> * A35 OR LTP4 CAN BE USED ALTERNATIVELY seatt�e,WA 98109 <br /> � Phone:206.456.3071 <br /> ** USE MIN 2x DF RIM BOARD AT THESE SHEARWALLS <br /> ��* FASTENERS SHALL BE STAGGERED „ 3x4 STUDS � 16"0� �� ��,v��ossat6ti.com <br /> Y PLYWQOD ON BOTH <br /> FACES OF 2x STUDS & (N) ELEVATOR <br /> NOTES: NAILED W/ 8d NAILS SUPPORT COLUMN i� POST PER PLAN <br /> 1. SHEATHING SHALL BE ��2' OR Y�" PLY, TYP UNO. OSB SHALL NOT BE SUBSTITUTED FOR PLYWOOD. SHEATHING SHALL HAVE A MINIMUM SPAN RATING OF 24/0. (� 6"oc AT ALL EDGES. � � BY OTHERS (II <br /> 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. BLOCK ALL UNSUPPORTED ¢ <br /> EDGES. NAIL INTERMEDIATE W`� I I SIMPSON ABU PER PLAN <br /> 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. � n- M ST2215 STRAP I I w/ �fi"0 EXP ANCHOR � P, P,� <br /> 4. P R O V I D E 1 0 d � 1 2°o c A T A L L I N T E R M E D I A T E S U P P O R T S (F I E L D N A I L), T Y P U N O. S U P P O R T W/ 8d � 12 oc „ (s" E M B E D <br /> 5. NAILS PER GENERAL STRUCTURAL NOTES. (� 32 oc (N} ELEVATOR SUPPORT (i� � ��p F W�Sy1��vC <br /> 6. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONIINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF � SHEATHING COLUMN BASEPLATE �� � � � ��' :- c'�o 9 <br /> 2x SILL PLATE WITH PER NOTES E CONC I I (4) #4 x2-0 ES � .F � � <br /> FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TfE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE PLATES OVER APA RATED SHEATHING PANELS. USE „ O AND ANCHORAGE _ <br /> 10d NAILS AT 8 oc SLAB ON GRADE SET IN EPDXY <br /> COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES. A35 FRAMING ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING SMOWN BY OTHERS I I „ �,� ,�� <br /> IN TABLE. <br /> INTS SO THAT JOINTS ON EACH SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x BLOCKING FOR — 6 EMBED �0,�� 23024 �� � <br /> 7. WNERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JO — <br /> C-— � _� �i1�Sr�A L E��j1� <br /> ALL DOUBLE SHEATHED WALLS. � � I�NA� E <br /> 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR EN11RE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDOR5, OR DOORWAYS. PROVIDE '� .I—.�.I1-1 I H i 1= .�I ITI I1=1I1,-1� <br /> HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOLDOWN. TJI JOIST <br /> SIMP IUS PER PLAN, TYP <br /> 9. CRITERIA: 2012 IBC � �, SAWCUT LINE, TYP �pROJECT <br /> HEM FIR LUMBER HANGER, TYP <br /> 2500 psi CONCRETE MINIMUM I I�I�I I I�I1�- <br /> ASTM A307 ANCHOR BOLTS WITH 2�" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM EMBEDMENT -111�III�IIITI�' <br /> BEAM f00TING SIZE & REINF <br /> 10. INSTALL 3x3� PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. USE 4Y�°x4Y�"�" PL WASHERS WNERE 2x6 STUD WALLS ARE SHEATHED ON BOTH SIDES. ALL PLATE PER PLAN <br /> PER PLAN <br /> WASHERS SHALL EXTEND TO WITNIN Y2° OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) WITH SHEATHING. <br /> 11. AT SHEARWALLS WHERE SHEATHING MAY EXTEND VERTICALLY TO OVERLAP WITN RIMBOARD/BLOCKIN6 ABOVE, IT IS ACCEPTABLE TO NAIL SHEATHING TO RIMBOARD/BLOCKING WITH EDGE NAILING AS <br /> SPECIFIED IN TABLE ABOVE AND ELIMINATE THE A35 CLIPS BETWEEN THE RIMBOARD/BLOCKING AND WALL TOP PLATE. � <br /> 12. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT. <br /> 13. 1Ya" MIN LSL RIM BOARD AND SINGLE SILL PLATE ARE ASSUMED. IF RIM MATERIAL IS DIFFERENT, NOTiFY ENGINEER FOR REVISED SPACING. IF (2)2x SILL PLATES ARE USED, USE SDWS 0.220"x6" � � <br /> SCREWS. CONTRACTOR CAN SELECT EITHER NAILS OR SCREWS. <br /> � � N <br /> 14. (2)2x STUQS AND SILL PLATES CAN BE USED INSTEAD OF 3x MEMBERS. (2)2x STUDS WILL NEED TO BE FASTENED TOGETHER WITH EITHER NAILS OR SCREWS AS CALLED OUT. 2 Q � � <br /> � ~ Q <br /> SHEAR SCHEDULE (HEM FIR LUMBER} 7 DETAIL �"=�'-o" 4 FOOTING DETAIL 1"=1�-0�� � .� v� � <br /> N ~ ^ <br /> Np�pF~- <br /> � � W <br /> � � � <br /> CL POST <br /> & FOOTING � � � <br /> � <br /> POST � HOLDOWN (E) WALL TO REMAIN � W <br /> � SEE PLAN � <br /> BEAM PER PLAN <br /> SIMP A35 <br /> HOLDOWN PER PLAN PER SW SCHED <br /> (E) SHEAR WALL � (�"� ANCHOR BOLTS (N) SIMP LUS28 <br /> PER PLAN W/ 9" EMBED IN FTG) HANGER EN <br /> (N) SHEATHING �REVISIONS <br /> (E) SILL PLATE PER NOTES <br /> o � (4) �4 x2'-0" ES <br /> DA <br /> (E) CONC SET IN EPDXY • • �1 10/10/2017 OWNER REVISIONS <br /> SLAB ON GRADE (6 EMBED) • � • � <br /> . . <br /> �- - I I - -� ECCQ COLUMN CAP (E) TJI JOIST � 12/12J2017 OWNER REVISIONS <br /> ,i I I I-1I�I I H I I �' �� i I1=1I I—"I I-11 I�,_ (N) Gl BEAM II (N) J01STS <br /> (-1 I ITI I ITI I� � �I I�I ... I1=1 PER PLAN PER PLAN <br /> `� ; SAWCUT LINE, TYP (E) WALL STUDS � (N) 2x8 PT LEDGER W/ (E) CONC WALL <br /> J I—I Z;. „ H <br /> �I .. I... I fi POST PER PLAN TO BE REMOVED� � � EXP ANCHORS C� 16 oc <br /> FOQTING SIZE & REINF PER ARCM 4" MIN EMBED <br /> PER PLAN <br /> 2 2 2 <br /> DETAIL �"_�' o" 11 DETAIL 1"=1� o�� g DETAIL 1"=1} o�� 5 DETAIL �"=�'-o" 2 <br /> 9/25/17 17-089 <br /> DATE JOB# <br /> AM FPP <br /> EN SIMP LUS28 DESIGN CHECKED <br /> EA END, TYP <br /> STAIR DIMENSIONS +g�_p�� LMS AS NOTED <br /> PER ARCH -� DRAWN SCALE <br /> � DPD STAMP <br /> x JOISTS <br /> x PER PLAN <br /> (N) (2)2x STUDS HEADER (N) SHEATHING EN <br /> � HOLDOWN x PER PLAN PER NOTES <br /> k " LSSU210 <br /> HOLDOWN PER PLAN x <br /> (E) SHEAR WALL �"0 ANCHOR BOLTS NOTCHED 2x12 STRIN6ERS <br /> PER PLAN EPDXIED INTO S.Q.G. � 16" oc W/ 2x6 <br /> L3Y2x3Y2x�s x 0'-8" x REINFORCEMENT ATTACHED <br /> (3Y2 „ EMBED} � EA STRINGER W/ " <br /> (E) SILL PLATE W/ (2) 10d NAILS � 12"oc <br /> (2) 5!s"� EXP ANCHORS n (N) JOISTS �SHEET TITLE <br /> o AT CONC (4 EMBED MIN) x Y� PLYWOOD ON 2x4 STUDS & NAILED W/ PER PLAN <br /> (E) CONC & (2) Y2„� SCREWS AT x 8d NAILS � 6°oc AT ALL EDGES. BLOCK (N) 2x BLKG <br /> SLAB ON GRADE x ALL UNSUPPORTED EDGES. NAIL � <br /> a STRINGER �, x INTERMEDIATE SUPPORT W/ 8d C� 12 oc � 48" oc <br /> E CONC WALL S E C T I O N S <br /> (E) SLAB ON GRADE �y' S „ (N) 2x8 PT LEDGER W/ � ) <br /> = j i PT 2x4 SILL PL W/ / 0 EXP 5 n b <br /> �ul IN (N) WEST BUILDING x ANCHORS � 24"oc (4° EMBED) � � EXP ANCHORS � 24 oc & D ETAI LS <br /> Il�i�ll�����li� +0'-0" + + <br /> '` W/ WASHER PL Yx3x3 4 MIN EMBED <br /> �— <br /> 1Y <br /> �SHEET NO. <br /> �II.,,�I I�1LI= ��. I LI�l1=l I I=I 1 I i, � <br /> `�I I�I I-1 I I�� -1TI�I l=1 f f.:.I 1 <br /> 2 S3 . 1 <br /> DETAIL ���'�'- " 12 STAIR DETAIL 1"=1�-0�� 6 DETAIL �"=�'-o" 3 <br />