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,� ,'I�L"II;: _
<br /> x.�
<br /> SHEAR WALL SCHEDULE (HEM FIR LUMBER WITH 10d NAILS) � P� P,� �
<br /> SHEATHING (NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO �"� ANCHOR MIN PANEL FASTENING ALTERNATIVE ALLOWABLE � OF WASyI �v
<br /> RIM/BLKG TO RIM/BLKG ATTACHMENT � BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR �'�� �� �
<br /> MARK PANEL EDGE NAIL WaLL TOP PLATE NOTE 613 CONCRETE & BLOCKING NOTE 14 CAPACITY ` �o �
<br /> APPLICATION � F•
<br /> �� � „ �� ��
<br /> SPACING (NOTE 5) N4TE 6 16d NAILS SDWS 0.220 x5 NOTES 910 NOTE 8 10d NAILS SDS Y x3 PLF NOTE 8
<br /> SW-6 ONE SIDE 10d C� 6"oc LTP4 � 24"oc 9"oc 18"oc 48"oc 2x N/A N/A 288 �ON�'� 23024 �`�����
<br /> - ONE SIDE 10d (� 4"oc LTP4 � 18noc 6"oc 12"oc 38"oc 3x 4Y" 9"oc 428 �s p AL����'1�
<br /> SW 4 2 oc
<br /> SW-3 ONE SIDE 10d � 3"oc LTP4 � 14noc 4"oc 9"oc 29"oc 3x 3Y2"oc �"oc 558 -
<br /> SW-2 ONE SIDE 10d C� 2"oc LTP4 t� 11"oc 3Y"oc 7"oc 23"oc 3x (2� (� 5Y2"oc 5"oc 716 .
<br /> SW-44 BOTH SIDES 10d 0 4"oc LTP4 � 9"oc N/A 6"oc 19"ac 3x (2) (� 4Y2"oc 4Y2"oc 856 TENSION TIE SCHEDULE (HEM FIR LUMBER) STRAP SCHEDULE (HEM FIR LUMBER)
<br /> PROVIDE DOUBLE KING �N�� �� _ FASTENERS TO CONCRETE FASTENERS TO WOOD STUD FASTENERS TO WOOD STUD '
<br /> SECTION STUDS POST AT ^ " " ** " ° " TENSION TIE � STRAP
<br /> � SW-33 BOTH SIDES 10d � 3 oc LTP4 C� 7 oc N/A 6 oc 14 oc 3x (2) p3Y2 oc �� 3Y oc 1116 REQ D
<br /> STRAP LOCATIONS, � I ADH ANCHOR EMBEDMENT CHORD ALLOWABLE CHORD END ALLOWABLE
<br /> Z � (NOTE 7) MARK DIAMETER LENGTH INTO FASTENERS MEMBER LOAD (LBS) MARK NAILS MEMBER LENGTH LOAD (LBS) � o
<br /> SEE SCHED � w � CENTER STRAP J
<br /> NOTCH PLYWOOD � � I SW-22 BOTH SIDES 10d C� 2"oc LTP4 C� 5"oc N/A 5"oc �� 11"oc 3x (2� ��°o� �** �"oc 1432 SEE NOTE 1 CONCRETE SEE NOTE 4 SEE NOTE 2 SEE NOTES 5 SEE NOTE 1 — �
<br /> � ON FLOOR DEPTH
<br /> AS REQ'D FOR Z o I (NOTE 7) �, ,� '� Z ,�
<br /> STRAP 16d NAILS SEE � � LSTHD8 - $ 20 16d - 2,320 MSTC28 (12)-16d (2) 2x STUDS MIN 13 995 � > o M�
<br /> SHEAR WALL SCHED �N 2x PLATE � A35 OR LTP4 CAN BE USED ALTERNATIVELY _ ¢ `� � °
<br /> S T H D 1 4 - �4u 3 0 1 6 d 5150 MST48 (32)-16d (2) 2x STUDS MIN 16" 3 425 � 'Y ��M U
<br /> FOR SPACING i_ *� U S E M I N 2x D F R I M B O A R D A T T H E S E S N E A R W A L L S ' ' Q `-° a�`°� ,
<br /> N �N� v�i
<br /> **� FASTENERS SHALL BE STAGGERED HDU5 5/8" $�� 14-SDS Yax� (2) 2x STUD 4,0 6 5 MST60 (46)-16d 4x6 STUD MIN 2 7" 5,4 0 5 � �; �,o 0
<br /> u) � CN
<br /> � HDU8 7/8" 0 16n 20-SDS Yx� 4x6 STUD 5,665 Q � � �,a,� �
<br /> o I HD19 1-1/4 "� 24° 5-1 6x6 DF STUD 19,070 (� ,
<br /> o NOTES: � z,
<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. z
<br /> '- 2. SHEATNING SHALL BE APPLIED DIRECTLY TO FRAMING. — O
<br /> SOLID BLOCKING 3, PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES.
<br /> � NOTES: � � '`�
<br /> SAME THICKNESS AS 4. PROVIDE 10d � 12 oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. NOTES: J �
<br /> 1. ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT (HEAVY HEX HEAD FOR HDU19). �, WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL _ U
<br /> STUD OR POST 5. NAILS PER GENERAL STRUCTURAL NOTES. 2. WOOD MEMBERS MIN ABOVE AND BELOW WHERE STRAP OR HOLDDOWN OCCURS AT �
<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. STRAP AND TENSION TIE SCHEDULES ARE PROVIDED FOR GENERAL INSTALLATION � �jJ � �
<br /> PER PLANS & FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE PLATES OVER APA RATED SHEATHING PANELS. USE FLOOR LEVEL. INFORMATION. SEE SHEAR WALL PLANS FOR STRAP AND TENSION TIE CALL-OUTS m (n � �
<br /> HOLDOWN SCHED BEAM PER 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 SHOWN 3• HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. {;� ;
<br /> PLAN - - IN TABLE HARDWARE SCHEDULED IS REQUIRED. SEE PLANS FOR HOLDOWN CALL-OUTS AND 3. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS � � �
<br /> F- �
<br /> WRAP STRAP UNDER 7. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EACH SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUQ. PROVIDE 3x BLOCKING FOR LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONA� INFORMATION. ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM, SEE DETAIL 8/S4.2 O 1-- �:
<br /> 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 STRAP ABOVE BEAM. "'� �'
<br /> BEAM AS NECESSARY SECTION ALL DOUBLE SHEATHED WALLS. 5. QUANTITY OF NAILS FOR STRAPS ARE EVEN�Y DIVIDED BETWEEN ENDS OF STRAPS ABOVE � � �
<br /> 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, OR DOORWAYS. PROVIDE AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS. 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. 6. SBC 2015, f'c - 2,500 PSi, HEM-FIR LUMBER. � � �
<br /> 9. CRITERIA: 2015 IBC LL' �'
<br /> HEM FIR LUMBER
<br /> 2500 psi CQNCRETE MINIMUM ��� ��
<br /> ASTM A307 ANCHOR BOLTS WITH 23/" 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"x4Y�"�" PL 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/BLOCKING 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 RESISTANL
<br /> 13. tYa" 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 /> 14. (2)2x STUDS 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.
<br /> _ SHEARWALL & HOLDOWN SCHEDULE 1 03.28.17 Coo d n/ation
<br /> T Y P F L R T O-B M H O L D O W N S T R A P 1 0
<br /> 06.22.17 Permit
<br /> EDGE NAIL TO TOP PLATE , ,
<br /> TYP EDGE NAILING, SEE NOTES SECTION _ �� _ _ _I � _ �i_ _ _ rr _ _ � . .
<br /> %" MIN TO EDGE OF PLYWOOD � (2)2x TOP PLATE, UNO EDGE NAIL (� JAMB
<br /> SHEET & SUPPORT ROOF TRUSS PER PLAN W � ( � II II II I ) FULL HEIGHT
<br /> � � II II li II II BLKG AT PANEL EDGES &
<br /> o � � I I I I I I I I I I AT 8'-0°. EDGE NAIL AS • •
<br /> _� � _ _: _ � NOTCH PI.YWooD 16d NAILS SEE 'y' � I I i; I ! I I ' NOTED ON SCHEDULE. '
<br /> -C��= _ _ -� - _ - --- _� � - - -- -
<br /> I I � ( � FACE GRAIN TO BE AS REQ'D FOR SHEAR WALL SCHED �� � 2x PLATE � - - ��r - '� - SHEATHING PER SCHEDULE
<br /> PERPENDICULAR TO JOISTS STRAP FOR SPACING � � � I i I 1 ! I I
<br /> �I - - - -IL = -- = = - i_ II II II II '
<br /> FIELD NAIL
<br /> II - - —II - I � II II II I � II „ , .
<br /> � I I I I I I I I STUDS � 16 oc
<br /> -ll- - - = —�L = - - - � "' il II II II II
<br /> � I - - -I - - - Z STAGGER PLYWOOD JOINTS, N ( • �
<br /> � � � � � SEE PLANS o � II II II II II ANCHOR BOLTS W/ WASHER, '
<br /> � I_ - _ - -I I_ ___ __ - _ � � I I I I I I I I I I SEE SCHEDULE � ,
<br /> -TI - - - -I - - - - � 2x4 FLAT BLKG 0 UNSUPPORTED `` � ( I II II II I
<br /> � � � ( � P�YWOOD EDGES (PERPENDICULAR TO SOLID BLOCKING - - I I I I I I I I I I SILL PLATE PER SCHED ,
<br /> I I_ _ -I ' � - - _ -� 1RUSSES) WHERE NOTED ON PLANS SAME THICKNESS = � � � I I I I I ! I I ,
<br /> � I � r OR NOTES. IN OTHER AREAS, MIN AS STUD OR POST z � ( � I ( I I I � ' HOLD04VN PER PLANS .
<br /> I I I I I gLOCKING SPACING: 8-0 oc. • •
<br /> , » �z � (2) 2x TOP ii ii ii ii ii Cj
<br /> JI- - - - -� � - - - 1 Z � � ,
<br /> MATCH JOIST SIZE. PLATES ( � I I I I I I . LSTA24, T1P
<br /> -f I - I - - - - S T R A P & N A I L I N G W � FINISH FLOOR LINE (^
<br /> II II I PER PLANS & PROVIDE DOUBLE KING Q--- � � � 11 I ! ' i : B L O C K B T W N S T U D S v J z M
<br /> � I- - - - -�! STUDS POSTAT � � II- - - �� - - ��- - - L - - NOTE: , , � Z �
<br /> -i I I _ _ _ _ HOLDOWN SCHED STRAP/ LOCATIONS, `�' s �� �
<br /> TYP FIELD NAILING PER NOTES � I NAILING TO BE / MIN TO
<br /> SEE SCHED SECTION . 1 2 SW AB Q � ,
<br /> SP CING TO HD EDGE OF SUPPORTS & SHEETS. � ' I I
<br /> NOTE;
<br /> `�-� E— U
<br /> ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. O C�
<br /> U �
<br /> PANELS LESS THAN 12" IN WIDTH SHALL BE BLOCKED AT ALL EDGES.
<br /> � � �
<br /> _ - TYPICAL SHEAR WALL SHEATHING 5 STRAP AT SHEAR WALL OPENING 2 � �- �
<br /> TYPICAL ROOF SHEATHING 11 TYP FLR TD FLR HOLDOWN STRAP 8 � � �, �
<br /> �5 � z �
<br /> a� o �
<br /> � MIN (2) END STUDS, FACE O � U �
<br /> TYP EDGE NAILING, SEE NOTES NAIL W/Yz OF SW EDGE � 'r'� � �'=
<br /> 3/" MIN TO EDGE OF PLYWOOD NA�uNG, STAGGERED. SEE Z �
<br /> SHEET & SUPPORT sCHEou� FOR sruDs. � � Q � _
<br /> SHEAR WALL - - - - - FLOOR JOIST PER � ('� Z �
<br /> SEE PLANS & � � � PLAN
<br /> SW SCHED � �- - - - -�� - - - - � 'C�" �' W N
<br /> POST � HOLDOWN ( I I � 1 FACE GRAIN TO BE � � � m
<br /> SEE SCHEDULE �� - - - - -� � - - - - - PERPENDICULAR ADD'L STUD FOR SHEA �
<br /> —� � -- — — --�� — — — -- � WALL EDGE NAILING. •'•
<br /> H O L D O W N A N D B O L T S TO JOISTS
<br /> _1 I_ _ _ _ _I L _ _ __ _ 1 FACE NAII SAME AS � Q� O �
<br /> EDGE NAILING - - - -- - -- �- - - - °'�' "'`
<br /> P E R S C H E D U L E I I I � I EDGE NAILING (V � .�
<br /> � � _ _ _, � � S T A G G E R P L Y W O O D •�° I � � � W �
<br /> PER SW SCHED, ..
<br /> TYP - -( I- - - - -� � _ _ _ - - JOINTS, SEE •�• � !"•• W �
<br /> 16d NAILS - _ ADDITIONAL STUD TO _ � �_ _ _ �L _ � PLANS .-�.;
<br /> PER SW SCHED = -� COVER BOLT HEADS �I - - I BLKG � UNSUPPORTED PLYWOOD � J � N ,
<br /> J (HD HOLDOWNS ONLY) _ I I_ _ _ _ _I I _ _ _ - ALL EDGES (PERPENDICULAR TO '�' '"� � �
<br /> PLYWOOD JOINT � � � � � JOISTS) WHERE NOTED ON PLANS SIMP STRAP PE •�• C� � r-
<br /> AT TOP OF JOIST � �- - - - -�� _ - �
<br /> OR NOTES. IN OTHER AREAS, MIN SCHEDULE. °
<br /> � �� USE ALL SPECIFIED
<br /> � OR MIDDLE OF DBL � � � � BLOCKING SPACING: 8—Q oc.
<br /> I I _ I I- - ___ _ -_I { _ _ - 1 FASTENERS PER SIMP
<br /> TOP PLATE, TYP - - -
<br /> �� --�� -� �- - - - �J MATCH JOIST I . 0
<br /> II ��- -- - - -�� -- - - - - p �
<br /> II - - � � - - - - �
<br /> II II
<br /> FOR HDU8. HDU11: THREADED ROD AT TYP FIELD NA�LING �Y��
<br /> P�"x5" x 0'-5" BEAM CENTERLINE PER NOTES MW
<br /> BEAM PER PLAN FOR HDU14: PER SCHEDULE S 4' . 2
<br /> AT PARALLEL JOISTS P�"x6n x 0'-6" •
<br /> FRAM I NG AT STAI R 12 TYPICAL HOLDO
<br /> WN TO BEAM 9 TYPICAL FLDOR SHEATHIN� 6 STRAP HOLDOWN DETAIL 3
<br />
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