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SHEAR WALL SCHEDULE (HEM FIR LUMBER WITH 10d NAILS) P p �
<br /> SHEATHING (NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO 5j"� ANCHO� MIN PANEL FASTENING ALTERNATIVE ALLOWABLE ��- � WAS �9�
<br /> MARK RIM/BLKG TO RtM/BLKG ATTACHMENT � BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR � ,��,� �Itic � -
<br /> APPLICATION PANEL EDGE NAIL WALL TOP PLATE NOTE 613 CONCRETE & BLOCKING NOTE 14 CAPACITY �� F` o � .
<br /> SPACING (NOTE 5} NOTE 6 16d NAILS SDWS 0.220"x5" NOTES 91C NOTE 8 10d NAILS SDS Y"x3H PLF NOTE 8 -
<br /> SW-6 ONE SIDE 10d � 6"oc LTP4 � 24noc 9"oc 18"oc 48"oc 2x N/A N/A 288 � �'� ,� '�v��,
<br /> SW-4 ONE SIDE_ 10d � 4"oc LTP4 � 18"oc _ 6°oc 12"oc 38"oc 3x 4Y2"oc 9��0� 428 0�ST�'� E`��V�'��
<br /> SW-3 ONE SIDE 10d � 3"oc L.TP4 � 14"oc 4"oc 9"oc 29"oc 3x 3Yz"oc �"oc 558 10NA� E
<br /> SW-2 ONE SIDE 10d 0 2"oc LTP4 � 11"oc 3Y"oc 7"oc 23"oc 3x (2) � 5Y2"oc 5"oc 7t6
<br /> SW-44 BOTH SIDES 10d � 4"oc LTP4 � 9"oc N/A 6»oc 19"oc 3x (2) (� 4Y"oc 4Y2"oc 856 TENSION TIE SCHEDULE (HEM FIR LUMBER) STRAP SCHEDULE (HEM FIR LUMBER) �
<br /> PROVIDE DOUBLE KING (NOTE 7) ,
<br /> SEC110N STUDS/POST AT -- - — FASTENERS TO CONCRETE FASTENERS TO WOOD STUD FASTENERS TO WOOD STUD ;
<br /> SW-33 BOTH SIDES 10d C� 3"oc LTP4 � 7"oc N/A 6"oc �� 14"oc 3x (2) 03Y"oc �* 3Y"oc 1116 TENSION TIE REQ'D STRAP
<br /> STRAP LOCATIONS, � = I _ _ MARK ADH ANCHOR EMBEDMENT CHORD MARK CHORD END ALLOWABLE �
<br /> SEE SCHED z � � (NOTE 7) ALLOWABLE �
<br /> w CENTER STRAP DIAMETER LENGTH INTO FASTENERS MEMBER LOAD (LBS) LOAD LBS �
<br /> NOTCH PLYWOOD � � I ON FLOOR DEPTH SW-22 BOTH SIDES 10d � 2"oc LTP4 @ 5"oc N/A 5"oc �� 11"oc 3x (2) C��"oc �** �"oc 1432 NAILS MEMBER �ENGTH � ) J N
<br /> AS REQ'D FOR ,Z o I (NOTE 7) SEE NOTE 1 CONCRETE SEE NOTE 4 SEE NOTE 2
<br /> STRAP 16d NAILS SEE J � SEE NOTES 5 SEE NOTE 1 Z
<br /> �
<br /> SHEAR WALL SCHED �� 2x P�ATE � A35 OR LTP4 CAN BE USED ALTERNATIVELY LSTHD8 - $�� 20) 16d - 2�320 MSTC28 (12)-16d (2) 2x STUDS MIN 13 995 � ; �,o�
<br /> FOR SPACING � *� USE MIN 2x DF RIM BOARD AT THESE SHEARWALLS STHD14 - 14° - �� ~ � ��� �
<br /> 30 16d 5,150 MST48 (32)-16d (2} 2x STUDS MIN 16 3,425 W Y T�M"
<br /> � ���
<br /> � **� FASTENERS SHALL BE STAGGERED HDU5 5/8" $�� 14-SDS Yax� (2) 2x STUD 4 065 MST60 (46)-16d 4x6 STUD MIN 27" 5,405 � �' ��`� "
<br /> � � ��oo
<br /> HDU8 7/8" � 1�H 20-SDS Yax� 4x6 STUD 5,665 p� M � �X �
<br /> o � �o� � .
<br /> � � NOTES: HD19 1-1/4 "� 24n 5-� 6x6 DF STUD 19,070 W �
<br /> � � 1. SHEATHING SHALL BE ��2" OR Yn PLY, TYP UNO. OSB SHALL NOT BE SUBSTITUTED FOR PLYWOOD. SHEATHING SHALL HAVE A MINIMUM SPAN RATING OF 24/0. � Z '
<br /> -�- 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. Z O •
<br /> SOLID BLOCKING 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANE� EDGES. — �
<br /> SAME THICKNESS AS 4. PROVIDE 10d (� 12°oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. NOTES: NOTES: � �' "'�
<br /> STUD OR POST 5. NAILS PER GENERAL SIRUCTURAL NOTES. 1. ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT (HEAVY HEX HEAD FOR HDU19). 1. WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. � C„� J
<br /> STRAP & NAILING 6. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF 2. WOOD MEMBERS (MIN), ABOVE AND BELOW WHERE STRAP OR HOLDDOWN OCCURS AT — °'
<br /> 2. STRAP AND TENSION TIE SCHEDULES ARE PROVIDED FOR GENERAL INSTALLATION �
<br /> PER PLANS & FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLQCKING NAI�ING. INSTALL LATERAL TIE PLATES OVER APA RATED SHEATHING PANELS. USE FLOOR LEVEL. INFORMATION. SEE SHEAR WALL PLANS FOR STRAP AND TENSION TlE CALL-OUTS � W '� �
<br /> HOLDOWN SCHED BEAM PER COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES. A35 FRAMING ANCHORS MAY BE SUBST1TUTED FOR LATERAL TIE PLATES AT SPACING SHOWN 3. HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATIQN INFORMATION. NOT ALL AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIQNAL INFQRMATION. m � � �
<br /> PLAN - IN TABLE. HARDWARE SCHEDULED IS REQUIRED. SEE PLANS FOR HOLDOWN CALL-OUTS AND Q �
<br /> LOCATIONS. CONSULT MANUFACTURER FOR ADDI110NAL INFORMATION. 3. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS �.�„ �„
<br /> WRAP STRAP UNDER 7. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EAC;H SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x BLOCKING FOR ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM SEE DETAIL 8/S4.2. F-- -� �
<br /> BEAM AS NECESSARY SECTION ALL DOUBLE SHEATHED WALLS. 4. IF SHEAR WALL REQUIRES 3x STUDS, USE MIN (2} 3x STUDS INSTEAD OF (2) 2x STUDS. 4. SEE DETAIL 10/S4.2 FOR TYPICAL S1RAP ABOVE BEAM. O � � °�'
<br /> 5. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE
<br /> $. PROVIDE SNEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF NIALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, OR DOORWAYS. PROVIDE 5. SBC 2015, f'c = 2500 PSI, HEM-FIR LUMBER. �" �
<br /> HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOLDOWN. AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS. CI� _�
<br /> 9. CRITERIA: 2015 IBC 6. SBC 2015, f'c = 2,500 PSI, HEM-FIR LUMBER, � � � �
<br /> HEM FIR LUMBER �'�" �' '
<br /> 2500 psi CONCRETE MINIMUM ������
<br /> ASTM A307 ANCHOR BOLTS WITH 2%" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM EMBEDMENT
<br /> 10. INSTALL 3x3� PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. USE 4Y2"x4;2"�° P� WASHERS WHERE 2x6 STUD WALLS ARE SHEATHED ON BOTH SIDES. ALL PLATE
<br /> WASHERS SHALL EXTEND TO WITHIN 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 WITH RIMBOARD jBLOCKING ABOVE, IT IS ACCEFTABLE 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 f'LATE.
<br /> 12 FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANL
<br /> 13. 1Y" MIN LSL RIM BOARD AND SINGLE SILL PLATE ARE ASSUMED. IF RIM MATERIAL IS DIFFERENT, NOTIFY EPIGINEER 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 /> 14. (2)2x STUDS AND SILL PLATES CAN BE USED INSTEAD OF 3x MEMBERS. (2) 2x STUDS WILL NEED TO BE f�ASTENED TOGETHER WITH EITHER NAILS OR SCREWS AS CALLED OUT.
<br /> TYP FLR-TO-BM HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SCHEDULE 1 06.21 .17 Permit
<br /> EDGE NAIL TO TOP PLATE ' �
<br /> TYP EDGE NAILING, SEE NOTES SECTION ' :
<br /> FFS';..
<br /> %" MIN TO EDGE OF PLYWOOD � ' �� �r T�J �� r� (2)2x TOP PLATE, UNO , EDGE NAIL � JAMB ,
<br /> SHEET & SUPPORT ROOF TRUSS PER PLAN z � � � II II II II FULL HEIGHT ,
<br /> �
<br /> ( � II II II II BLKG AT PANE� EDGES &
<br /> o � I � � I I I I I I I I AT 8'-0". EDGE NAI� AS . . ��
<br /> —� � - - - -- 1 '
<br /> NOTCH P�YWooD 16d NAILS SEE � � I � � C a I I I I NOTED ON SCHEDULE.
<br /> T � � r � � FACE GRAIN TO BE � - =i ; _ -'=,;;=-�='=� •�'= - -��-_ - I SHEATHING PER SCHEDULE �
<br /> I I I I I A S R E Q'D F O R SHEAR WALL SCHED � 2x PLATE i '
<br /> � I I i PERPENDICULAR TO JOISTS S-�Ap FOR SPACING � ( � � I i I I I ( •
<br /> � - - - -� _ - _ _ � -�- II II II II ' FIELD NAIL '
<br /> II II I � � � II II I � II '
<br /> JI_ = = = —II _ _ 1 � I II II II II " �� .
<br /> -fl -I - - - STAGGER PLYWOOD JOINTS, N � I ( II II II II STUDS � 16 oc ,
<br /> II II I SEE PLANS � II II I ) II lI ANCHOR BOLTS W/ WASHER, • ,�<.
<br /> II_ = = _ _IL = = = _ _ � � II II II II II
<br /> ��,
<br /> � � � 2x4 FLAT BLKG C� UNSUPPORTED � �- ! I II II � ) � SEE SCHEDULE _ ,
<br /> I I I I � PLYWOOD EDGES (PERPENDICULAR TO S O L I D B L O C K I N G - I I { I I I I I I I SILL PLATE PER SCHED '
<br /> I I_ _ _ _ _I ' _ - -1 �USSES) WHERE NOTED ON PLANS SA�IE THICKNESS
<br /> �fl - - - -I - _ - - � � ' � II II Ii II ' �
<br /> OR NOTES. IN OTHER AREAS, MIN AS STUD OR POST � � ( I i �
<br /> II II I , „ Z II II I � HOLDOWN PER PLANS �
<br /> BLOCKING SPACING: 8-0 oc. �^ � 2 2x TOP I I ' '
<br /> I i- - - - -I - - -I z � � P A T E S � � II II II II
<br /> � � - -� - - - - - MATCH JOIST SIZE ' •
<br /> I I I I I S T R A P & N A I L I N G PROVIDE DOUBLE KING �� � I + I ( I i i I ' , � , �
<br /> F I N I S H F L O O R L I N E L S T A 2 4 T Y P V
<br /> PER PLANS & Q � II I , i I . BLOCK BTWN STUDS . �/� Z �
<br /> II- - - - -�L - - - - � v
<br /> HOLDOWN SCHED STUDS/POST AT � ( _ 11- - - �i - _ �i_ _ - i i _ 1 N��. , , J ^ M
<br /> � � � T Y P F I E L D N A I L I N G P E R N O T E S S T R A P L O C A T I O N S, `'� ' I '
<br /> SEE SCHED � SECTION � 1 2 SW AB NAILING TO BE %" MIN TO � � '�V z �
<br /> NOTE: SP CING TO HD EDGE OF SUPPORTS & SHEETS. � � O a ';=.
<br /> ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. I"' U ���
<br /> PANELS LESS THAN 12° IN WIDTH SHALL BE BLOCKED AT ALL EDGES. O C� � �
<br /> TYPICAL ROC�F SHEATHING 11 TYP FLR-T -FLR H D TYPI AL HEAR WALL HEATHIN � � � N ��
<br /> O C�L O W N S T R A P 8 C S S G 5 S T R A P A T S H E A R W A L L O P E N I N G 2 � � �
<br /> � � �
<br /> � � z �
<br /> TYP EDGE NAILING, SEE NOTES MIN (2) END S1UDS, FACE O
<br /> � � �
<br /> �" MIN TO EDGE OF PLYWOOD Nai� w/1� oF sw EocE � �" 0 �
<br /> NAILING, STAGGERED. SEE � z �
<br /> SHEET & SUPPORT scHEou� FOR SruDs. � Q cn �
<br /> SHEAR WALL
<br /> SEE PLANS & -- _ _ _ - - - - - - FLOOR JOIST PER ~`"' E- � � ,
<br /> SW SCHED II ll j PLAN � � z j
<br /> POST (� HOLDOWN - -T(- - - - -I - - - - -f CC �l`� W �
<br /> SEE SCHEDULE � � _ ___� � FACE GRAIN TO BE 1 � O
<br /> �i I - - --I � - - - -� PERPENDICULAR ADD'L STUD fOR SHEA �� � � m
<br /> HOLDOWN AND BOLTS J I_ - - - -I I _ __ _ _ _� TO JOISTS W A L L E DGE NAILING. •;• ^ r O �
<br /> EDGE NAILING - - - - - � - - T EDGE NAILING ME AS ��: � � V � �
<br /> PER SW SCHED, PER SCHEDULE II � � � S AGGER PLYWOOD C� .�.r
<br /> TYP - � �- - - _ _� � _ __ _ - -� ` � � W �
<br /> , I I {j - � JOINTS, SEE a�. �
<br /> PER SWLSCHED = � ADQITIONAL STUD TO I I_ __ _ _ -I _ - - _ _ _l PLANS ,�, �
<br /> - �� COVER BOLT HEADS - >
<br /> - _� � I - - - -i - BLKG C� UNSUPPORTED PLYWOOD `�'� � Q �
<br /> (ND NOLDOWNS QNLY) � �_ _ _ _ __� � _ _ _ _ � �,.� N ;_
<br /> PLYWOOD JOINT _ � - - - - - - ALL EDGES (PERPENDICULAR TO • �• _ � ,,
<br /> I I � � � JOISTS WHERE NOTED QN PLANS .�: � � �_$,
<br /> � AT TOP OF JOIST i I_ _ _ _ _I I _ __ _ _ I � SIMP STRAP PE � � � ,
<br /> - - - - OR NOTES, IN OTHER AREAS, MIN SCHEDULE. ' �
<br /> OR MIDDLE OF DBL I I I USE ALL SPECIFIED . ; .
<br /> I( BLOCKING SPACING: $�—OnOC. FASTENERS PER SIMP
<br /> TOP PLATE, TYP i i - - -I I_ _ _ _ - 1
<br /> I I �� - - - -� - - - 7 M A T C H J O I S T S I Z E. 0 ..
<br /> II II- - - - -��- -- - - _ � �' ;
<br /> il - - - -ti - - - - I
<br /> II II
<br /> FOR NDU8, HDU11: THREADED ROD AT TYP FIELD NAILING 1Y2"
<br /> BEAM PER PLAN P�"x5' x 0'-5" BEAM CENTERLINE PER NOTES MIN
<br /> FOR HDU14: PER SCHEDULE
<br /> � � . n a i n . 4 ■ 2
<br /> AT PAf�!�LLEL JOISTS P� x6 x 0-6
<br /> ,�...
<br /> FRAMING AT STAIR 12 TYPICAL HOLDOWN TO BEAM 9 TYPICAL FLOOR SHEATHING 6 STRAP HOLDOWN DETAIL 3
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