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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 �"� ANCHOR MIN PANEL FASTENING ALTERNAIIVE ALLOWABLE �`� F W�S �9� �
<br /> MARK RIM/BLKG TO RIM/BLKG ATTACHMENT � BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR Q ,��,� yTti� � '
<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 910 NOTE 8 10d NAILS SDS Y"x3" PLF NOTE 8
<br /> SW-6 ONE SIDE 1 Qd C� 6"oc LTP4 � 24"oc 9"oc 18"oc 48"oc 2x N/A N/A 288 �o N� � '�,��, .
<br /> SW-4 ONE SIDE 10d @ 4"oc LTP4 � 18"oc 6"oc 12"oc 38"oc 3x 4y��o� g"o� 428 oF sl�a� E��<,ti`,�
<br /> SW-3 ONE SIDE 10d � 3"oc LTP4 � 14"oc 4"oc 9"oc 29�oc 3x 3Y2"oc �"oc 558 �NAL E
<br /> SW-2 ONE SIDE 10d C� 2"oc LTP4 C� 11"oc 3Y2"oc 7"oc 23"oc 3x (2) (� 5Y2"oc 5"oc 716
<br /> SW-44 BOTH SIDES 10d (� 4"oc �TP4 @ 9"oc N/A 6"oc 19"oc 3x (2) � 4Y2"oc 4Y"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 r
<br /> STRAP LOCATIONS, z � � SW-33 BOTH SIDES 10d (� 3"oc LTP4 � 7"oc N/A 6"oc *� 14"oc 3x �2� �3y"o� �� 3Y2"oc 1116 TENSION TIE REQ'D STRAP
<br /> SEE SCHED � a � (NOTE 7) MARK ADH ANCHOR EMBEDMENT CHORD ALLOWABLE
<br /> W CENTER STRAP — - — MARK ALLOWABLE
<br /> NOTCH PLYWOOD � �� �� » ** �� „ � DIAMETER LENGTH INTO FASTENERS MEMBER LOAD (LBS) CHORD END LOAD LBS � N •
<br /> � � � 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 LENGTH � )
<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 � � SEE NOTES 5 SEE NOTE 1
<br /> �
<br /> SHEAR WALL SCHED �N 2x PLATE * A35 OR LTP4 CAN BE USED ALTERNATIVELY LSTHD8 - $ 20 16d - 2�32� MSTC28 (12)-16d (2) 2x STUDS MIN 13" 995 � � �o�
<br /> FOR SPACING ' �� " » � ��M g
<br /> , U S E M I N 2 x D F R I M B O A R D A T T H E S E S H E A R W A L L S S T H D 1 4 - 1 4 3 0 1 6 d - 5,1 5 0 M S T 4 8 (3 2)-1 6 d (2) 2x S T U D S M I N 1 6 3,4 2 5 (.j,J Y ��
<br /> � ���
<br /> *�� FASTENERS SHALL BE STAGGERED H D U 5 %" � 8" 1 4-S D S Y x� (2) 2 x S T U D 4 0 6 5 M S T 6 0 (4 6)-1 6 d 4x 6 S T U D M I N 2 7" 5 4 0 5 � � �N� N
<br /> � � �; �oo
<br /> w HDU8 ��� � 16�� 20-SDS Yax� 4x6 STUD 5,665 � m � �X �
<br /> o I H D 1 9 1-1/4 "� 2 4" 5-1 �••� � �a� �
<br /> �
<br /> N O T E S: 6x 6 D F S T U D 1 9,0 7 0 �
<br /> � 1. SHEATHING SHALL 8E ��2" OR Y 2" PLY, TYP UNO. OSB S HALL NOT BE SUB ST ITUT E D F O R P L Y W O O D. S H E A T H I N G S H A L L H A V E A M I N I M U M S P A N R A T I N G O F 2 4/0. � z '
<br /> -�- 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING z
<br /> SOLID BLOCKING 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. — O Y ,
<br /> SAME THICKNESS AS 4. PROVIDE 10d C� 12°oc AT ALL INTERMEQIATE'SUPPORTS (FIELD NAIL), TYP UNO. NOTES: NOTES; 0 I"— �C
<br /> STUD OR POST 5. NAILS PER GENERAL STRUCTURAL NOTES. 1. ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT (HEAVY HEX HEAD FOR HD19). ,J ,,,,�
<br /> 2. WOOD MEMBERS MIN ABOVE AND BELOW WHERE STRAP OR HOLDDOWN OCCURS AT �• WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. (�
<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 NAIL.ED TO THE SAME PIECE OF � �� �'
<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 PANE�S. USE FL04R LEVEL. 2 NF RMATIONTENSE�ENSHEAR WAL�L LPLANS FOR�S�TRAP AND TENSRON TIE TCALL-�OUTS � W �C �'
<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. NQT ALL AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. m � � ;
<br /> PLAN - - IN TABLE. HARDWARE SCHEDULED IS REQUIRED. SEE PLANS FOR HOLDQWN CALL-OUTS AND 3, Q U A N T I T Y O F N A I L S F O R S T R A P S A R E E V E N L Y D I V I D E D B E T W E E N E N Q S O F S T R A P S � �, �
<br /> WRAP STRAP UNDER 7. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EACH SfDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x BLOCKING FOR LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 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 STRAP ABOVE BEAM. O 'CC �
<br /> 5. QUANTITY OF NAILS FOR STRAPS ARE EVENLY 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 5. SBC 2015, f c = 2500 PSI, HEM-FIR LUMBER. �
<br /> � � �
<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. tJ? � �
<br /> 6. SBC 2015, f'c = 2,500 PSI, HEM-FIR LUMBER. j (� �
<br /> 9. CRITERIA: 2015 IBC � �
<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"x4Y2"�" PL WASHERS WHERE 2x6 STUD WALLS ARE SHEATHED ON BOTH SIDES. ALL PLATE
<br /> WASHERS SHALL EXTEND TO WITHIN Y2" OF THE EOGE 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 ►S 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 /> 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 /> TYP FLR-TO-BM HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SCHEDULE 1 06.20.17 Permit •
<br /> EDGE NAIL TO TOP PLATE ' '
<br /> SECTION ' ' F
<br /> TYP EDGE NAILING, SEE NOTES ' � .
<br /> �� MIN TO EDGE OF PLYWOOD - �+ - - -I - - -�I� - - r� - - � (2)2x TOP PLATE, UNO , EDGE NAIL (� JAMB .
<br /> SHEET & SUPPORT ROOF TRUSS PER PLAN Z ( � � II II II II FULL HEIGHT ,
<br /> J Z I � � II II II II BLKG AT PANEL EDGES & , ,
<br /> Q � I ! � f I I I I ! I I AT 8'-0". EDGE NAIL AS . . .
<br /> -� I- - - -I ^ - � - f FACE GRAIN TO BE NOTCH P�YWOOD 16d NAILS SEE � � I _ � ( _ i.; _ T I I _ ' I I _ _' NOTED ON SCHEDULE. . ,
<br /> I I I I I AS REQ'D FOR SHEAR WALL SCHED � � 2x PLATE � � - -!�:r -'� � 'r` T '� SHEATHING PER SCHEDULE
<br /> _ - - PERPENDICULAR TO JOISTS FOR SPACING � � � I i I I � � I I
<br /> 1 I _ -I L _ _ - - STRAP '-il I
<br /> -f - - -I - - - -'- ( � I I I I I I ' FIELD NAIL �
<br /> II II I � � � II II I ! II
<br /> 11_ _ _ _ _II _ __ _ _ 1 � � II II II II ii STUQS � 16"oc
<br /> — - - STAGGER PLYWOOD JOINTS, N � ( I II II II II
<br /> II II � SEE PLANS •
<br /> o I � � I ) II II II ANCHOR BQLTS W WASHER, •
<br /> � I- - - - -�! - - -- - ! � � II II II II �
<br /> � � � 2x4 FLAT BLKG (� UNSUPPORTED � � ! I 11 II II I SEE SCHEDULE •
<br /> I ( I I ( PLYWOOD EOGES (PERPENDICULAR TO SOLID BLOCKING - - ! I I I I I I I I I SILL PLATE PER SCHED . '
<br /> I I- _ _ _ _I_ _ _ - _ _I �USSES) WHERE NOTED ON PLANS SAME THICKNESS � � � �
<br /> � I - - - -I � II II I II , .
<br /> II II � OR NOTES. IN OTHER AREAS, MIN AS STUD OR POST w^ � � � II II I � HOLDOWN PER PLANS •
<br /> I I- _ - -I L - - _ _ _l BLOCKING SPACING: 8-0 oc. J Z (2) 2x TOP � � I I I I I I I I � �
<br /> -f I - - I - - - - MATCH JOIST SIZE. z � � PLAI`ES � � I I I I I I � ' � U
<br /> I I I I � STRAP & NAfLING PROVIDE DOUBLE KING �-- � �
<br /> - - - _ _ PER PLANS & S UD ¢ � I ( � I I I � i � FINISH FLOOR LINE LSTA24, TYP �
<br /> � I I � - _ HOLDOWN SCHED T S/POST AT � � BLOCK BTWN STUDS (n Z �
<br /> – 11- - - i� -- 11– �- - - �-- . , .�� —
<br /> ( NOTE: ' ' t � �
<br /> -( I I TYP FIELD NAILING PER NOTES STRAP LOCAl10NS, `'� � NAILING TO BE %n MIN TO � � W z 6�
<br /> SEE SCHED SECTION � 1 2 SW AB
<br /> NOTE SP CING TO HD EDGE OF SUPPORTS & SHEETS. � � O Q
<br /> ' ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. I— C,� �
<br /> PANELS LESS THAN 12" IN IMDTH SHALL BE BLOCKED AT ALL EDGES. O � � � '��
<br /> �.
<br /> TYPICAL ROOF �SHEATHING � 1 �1 TYP FLR-T -FLR H LD WN �TR � P � � TYPI AL HEAR WALL HEATH�IN � � � � � �-
<br /> O O 0 S A 8 C S S G �5 STRAP AT SHEAR WALL OPENING 2 � �
<br /> Z � � � ..
<br /> � � Z �;
<br /> NOTE:
<br /> � �
<br /> (� SIM PL Y"x5"x0'-5" ON TOP OF BEAM FQR 1"� ROD FROM BELOW. (� �
<br /> TYP EDGE NAILING, SEE NOTES MIN (2) END STUDS, FACE O �
<br /> NAIL W/Y� OF SW EDGE � � � �
<br /> %" MIN TO EDGE OF PLYWOOD NAILING, STAGGERED. SEE z �
<br /> SHEET & SUPPORT SCHEDu�E FOR STu�s. � Q (n
<br /> SEEAPLANSL& - _ _ _ - ' _ _ _ - FLOOR JOIST PER � `'�`� F-- � �
<br /> � � � PLAN � � Z j ;,;�
<br /> SW SCHED II_ _ _ _II _ _ _ I � ,
<br /> POST � HOLDOWN �� ' � � FACE GRAIN TO BE �1 � � �
<br /> SEE SCHEDULE -- =f I - - - -I � - - - -- -f PERPENDICULAR A�dL STUD FOR SHEA '�.J � � m ,
<br /> EDGE NAILING HOLDOWN AND BOLTS _ .J I- - _ - �( I _ _ _ _ 1 TO JOISTS WALL EDGE NAILING. •
<br /> PER SCHEDULE I I ( I I FACE NAIL SAME AS '�° (�' N 0 �
<br /> PER S W SCHED, STAGGER PLYWOOD E��E NA�uNG ;�. `�+� J �
<br /> TYP _ II- - - - -� � - - - - � � � � L.L.� �
<br /> 16d NAILS - -(j - - - -� � - - - - ( JOINTS, SEE a�: � j
<br /> - ; ADDITIONAL STUD TO PLANS ,d,
<br /> PER SW SCHED - � COVER BOLT HEADS -11_ _ - - __I I_ - - - - � �.. (,�,J
<br /> - -� �� �� BLKG (� UNSUPPORTED PLYWOOD 'u' � �
<br /> (HD H4LDOWNS ONLY) � �_ _ _ _ _� � _ _ _ _ .�. •..� N
<br /> PLYW000 JOINT 1 - - - - - - - ALL EDGES (PERPEND►CULAR TO ; _ �
<br /> AT TOP OF JOIST I I I I j JOISTS) WHERE NOTED ON PLANS SIMP STRAP PE •�• � �
<br /> � OR MIDDLE OF DBL v =�� _ _ _ _��- _ = _ _ _� OR NOTES. IN OTHER AREAS, MIN SCHEDULE. ° � � �`".
<br /> USE ALL SPECIFIED . + .
<br /> � �}.-
<br /> BLOCKING SPACING: 8�-O"oC. FASTENERS PER SIMP
<br /> TQP PLATE, TYP �� - _� �_ _ _ - -i � - - - - 1 MATCH JOIST SIZE. ;
<br /> � �,
<br /> �� � �- -- - - -��- - - - - - � — ,.
<br /> II II I
<br /> II II
<br /> FOR HDU8. HQU11: THREADED ROD AT TYP FIELD NAILING 1Y"
<br /> BEAM PER PLAN PL Y"x5"x0'-5" BEAM CENTERLINE PER NOTES MIN
<br /> , FOR HDU19:_ PER SCHEDULE S� . �
<br /> AT PAC�hLLEL JOISTS PL Yz'�x6"x0' 6"
<br /> FRAMING AT STAIR 12 TYPICAL HOLD4WN TO BEAM 9 TYPICAL FLOOR SHEATHING 6 STRAP HOLD�WN DETAIL 3 �� ��
<br />
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