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___ __ _ _ . _
<br /> �,:
<br /> SHEAR WALL SCHEDULE (HEM FIR LUMBER WITH 10d NAILS) P P ,
<br /> SHEATHWG (NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO �u� ANCHOR MIN PANEL FASTENING ALTERNATIVE ALLOWABLE F
<br /> MARK RIM/BLKG TO RIM/BLKG ATTACHMENT � BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR ��pF WAsy��ri�
<br /> APPLICATION PANEL EDGE NAIL WALL TOP PIATE NOTE 613 CONCRETE & BLOCKING NOTE 14 CAPACITY �� G��,� ��o '�
<br /> SPACING (NOTE 5} NOTE 6 16d NAILS SDWS 0.220"x5" NOTES 910 NOTE 8 tOd 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 f A 288 �., N,� �J '�,��,
<br /> SW-4 ONE SIDE 10d C� 4"oc LTP4 � 18"oc 6"oc 12"oc 38"oc 3x �� " 42g ��c�T 2302�����'�
<br /> 4 2 oc 9 oc
<br /> s �� �
<br /> SW-3 ONE SIDE 10d � 3"oc LTP4 @ 14"oc 4"ac 9"oc 29"oc 3x 3Y"oc �"oc 558 Sl�NA� E� .
<br /> �.;
<br /> SW-2 ONE SIDE 10d @ 2"oc �TP4 � 11"oc 3Y"oc 7"oc 23"oc 3x (2� � 5Y"oc 5"oc 716 '
<br /> SW-44 BOTH SIDES 10d � 4"oc LTP4 � 9"oc N/A 6Hoc 19"oc 3x (2) � 4Y2"oc 4Y"oc 856 TENSION TIE SCHEDULE (HEM FIR LUMBER) STRAP SCHEDULE (HEM FIR LUMBER)
<br /> SECTION PROVIDE DOUBLE KING (NOTE 7} FASTENER5 TO CONCRETE FASTENERS TO WOOD STUD �
<br /> STUDS/POST AT FASTENERS TO WOOD STUD
<br /> STRAP IOCATIONS, � � SW-33 BOTH SIDES 10d � 3"oc L1P4 C� 7noc N fA 6"oc ** 14"oc 3x (2) p3Y°oc �� 3Y"oc 1116 TENSION TIE REQ'D STRAP
<br /> SEE SCHED z � (NOTE 7) ADH ANCHOR EMBEDMENT CHORD ALLOWABLE ALLOWABLE
<br /> � I _ MARK CHORD END
<br /> NOTCH PLYWOOD o CENTER STRAP „ „ -- „ �� „ �� „ DIAMETER LENGTH INTO FASTENERS I�EMBER LOAD (LBS) MARK LOAD LBS � p
<br /> � � ON FLOOR DEPTH SW-22 BOTH SIDES 10d 0 2 oc LTP4 � 5 oc N/A 5 oc 11 oc 3x (2) �� oc ��* � oc t432 NAILS MEMBER LENGTH � ) N
<br /> AS REQ'D FOR z o SEE NOTE 1 CONCRETE SEE NOTE 4 SEE NOTE 2 -� �
<br /> STRAP 16d NAILS SEE w o I (NOTE 7} SEE NOTES 5 SEE NOTE 1 Z �
<br /> SHEAR WALL SCHED �� 2x PLATE � A35 OR LTP4 CAN BE USED ALTERNATIVELY LSTHD8 - $ 20 16d - 2,32� MSTC28 (12)-16d (2) 2x STUDS MIN 13 995 � �
<br /> FOR SPACING ' *� USE MW 2x DF RIM BOARD AT THESE SHEARWALLS STHD14 - 14" „ a �M� ° ��`
<br /> � 30 16d - 5,150 MST48 (32)-16d (2) 2x STUDS MIN 16 3,425 W y �°M "
<br /> ���
<br /> *�� F A S T E N E R S S H A L L B E S T A G G E R E D H D U 5 5 8" 8�� 1 4-S D S Yx� 2 2x S T U D 4,0 6 5 M S T 6 0 " � ��� �
<br /> � / O (4 6)-1 6 d 4x 6 S T U D M I N 2 7 5,40 5 0 � � �o o '
<br /> H D U 8 7/8" � 1 6n 2 0-S D S Yx� 4x 6 S T U D 5,6 6 5 p� M � �X 3
<br /> � cnaii �
<br /> �
<br /> � NOTES: HD19 1-1/4 "� 24° 5-� 6x6 DF STUD 19,070 Q � �
<br /> � 1. SHEATHING SHALL 8E ��2" OR Y" PLY, TYP UNO. OSB SHALL NOT BE SUBSTITUTED FOR PLYWOOD. SHEATHING SHALL HAVE A MINIMUM SPAN RATING OF 24/0. C� z
<br /> -�- 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. z
<br /> SOLID BLQCKING 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. - O Y
<br /> SAME THICKNESS AS 4. PROVIDE 10d � 12"oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. NOTES; NOTES: � 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 HDU19). 1. WOOD MEMBERS (MIN) ABOVE AND BELQW WHERE OCCURS AT FLOOR LEVEL, � (,� J
<br /> STRAP & NAILING 6. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WNERE 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 BLOCKING NAI�ING. INSTALL LATERAL TIE PLATES OVER APA RATED SHEATHING PANELS. USE FLOOR LEVEL INFORMATION. SEE SHEAR WALL PLANS FOR STRAP AND TENSION TIE CALL-OUTS � W Q � �
<br /> HOLDOWN SCHED BEAM PER COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL T1E 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. m � a � � P �
<br /> P L A N - I N T A B L E. H A R D W A R E S C H E D U L E D I S R E Q U I R E D. S E E P L A N S F O R H O L Q O W N C A L L-O U T S A N D � _
<br /> LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 3. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS Q � „
<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 STUD. PROVIDE 3x BLOCKING FOR ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM, SEE DETAIL 8/54.2. F- �
<br /> BEAM AS NECESSARY SECTION ALL DOUBLE SHEATHED WALLS. 4. I F SH EA R 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 '�C � ,
<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. QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE 5, SBC 2015, f c = 2500 PSI, HEM-FIR LUMBER. O s
<br /> HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING T0 STUD(S) GRIPPED BY HOLDOWN. AND BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS. � � �
<br /> 9. CRITERIA: 2015 IBC 6. SBC 2015, f c = 2,500 PSI, HEM-FIR LUMBER.
<br /> � 0 �
<br /> �
<br /> HEM FIR LUMBER
<br /> I.I_ ,;
<br /> 2500 psi CONCRETE MINIMUM �����'
<br /> ASTM A307 ANCNOR 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 4Y"x4Y"�" PL WASHERS WHERE 2x6 STUD WALLS ARE SHEATHED ON BOTH SIDES. ALL PLATE
<br /> WASHERS SHALL EXTEND TO WITHIN Y2N 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 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 T0 BE FASTENED TOGETHER WITH EITHER NAILS OR SCREWS AS CALLED OUT.
<br /> TYP FLR-TO-BM HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SCHEDULE 1 03.28.17 Review�
<br /> Coordination
<br /> 04.24.17 Permit
<br /> Permit `�
<br /> 07.06.17 Corrections � . � �
<br /> EDGE NAIL TO TOP PLATE ' '
<br /> SECTION EDGE NAIL (� JAMB
<br /> TYP EDGE NAILING, SEE NOTES - Ti -- - -�� - - -n- - - rr - - rr ' �
<br /> (2)2x TOP P�ATE, UNO
<br /> %° MIN TO EDGE OF PLYWOOD = II { I II II I ) � FULL HEIGHT �
<br /> SHEET & SUPPORT ROOF TRUSS PER PLAN W I � � II II II II BLKG AT PANEL EDGES & � �
<br /> � o � I � ( ( I I ( I I I I AT 8'-0". EDGE NAIL AS
<br /> -� I- - - -I T - - - - i NOTCH PLYWOOD 16d NAILS SEE ¢� I � � I:� I I I I NOTED ON SCHEDULE. .
<br /> I � I � I FACE GRAIN TO BE AS RE4 D FOR SHEAR WALL SCHED � � 2x PLATE -, � _ -�-�:�'-'-� �r�� _ _� � SHEATHING PER SCHEDULE .
<br /> � � � � PERPENDICULAR TO JOISTS s T R A P F O R S P A C I N G � � � � I�I I I � � I I • '
<br /> -� � - - - -� _ _ _ - _ _i_ I ! � II I ) II � ' FIELD NAIL ' � � _�
<br /> II II I � II II II I ! II • -
<br /> �il_ - _ - -I � - - - _1 I- I O II II II ' STUDS � 16n�C •
<br /> - - _ - STAGGER PLYWOOD JOINTS, � • . ` � _
<br /> -II- - - - -I SEE PLANS N G � � II II II II
<br /> II II I fl II II II � � ANCHOR BOLTS W/ WASHER,
<br /> - � �- = = = -I � _ - - - - � ( ' ,
<br /> I � � il II II II
<br /> �I -I i 2x4 FLAT BLKG 0 UNSUPPORTED `�` � II II II I ) � SEE SCHEDULE •
<br /> i I I ( I PLYWOOD EDGES (PERPENDICULAR TO SOLID BLOCKING - - ( I I I I I I I I I SILL PLATE PER SCHED
<br /> I i- - - _ _I_ _ _ - = 1 �USSES) WHERE NOTED ON PLANS SAME THICKNESS ' i i �
<br /> -il - - - -I I � II II I � II •
<br /> II II I aR NOTES. IN OTHER AREAS, MIN A S S T U D O R P O S T Z � � � II II I HOLDOWN PER PLANS '
<br /> I I- - _ - -I L - - _ _ 1 BLOCKING SPACING: 8-0 oc. �Z (2) 2x TOP ( � I ( I I I I I I ' '
<br /> � � - - - -� - - - - MA�CH JOIST SIZE. STRAP & NAILING z� i PLATES � � I I I I I I � FINISH FLOOR LINE . LSTA24 TYP . U �
<br /> I I I I I PROVIDE DOUB�E KING J oD � '
<br /> II- - - - -II PER PLANS & = II II I ! ' i I • • _ � =
<br /> - _ _ = HOLDOWN SCHED STUDS/POST AT ¢ � BLOCK BTWN STUDS �'/� Z
<br /> -- --��- - - ll - - -�-�- -- - L� - - L . vJ
<br /> � � � TYP FIELD NAILING PER NOTES STRAP LOCATIONS, � � �� NAI��G TO B 3 " T � ' Z � .� � •
<br /> S E E S C H E D S E C T I Q N 1 2 S W A B N L N E /� M I N 0 �L I �
<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. �-- () ,
<br /> PANELS LESS THAN 12" IN IMDTH SHALL BE BLOCKED AT ALL EDGES. O � U � -
<br /> � � �
<br /> TYPICAL ROOF SHEATHING 11 TYP FLR-TO-FLR HOLDOWN STRAP 8 TYPICAL SHEAR WALL SHEATHING 5 STRAP AT SHEAR WALL OPENING 2 � � L
<br /> Z � � �
<br /> � � z � �
<br /> � o �.
<br /> � �
<br /> MIN (2) END STUDS, FACE O ' z ,
<br /> �
<br /> TYP EDGE NAILING, SEE NOTES �
<br /> �" MIN TO EDGE OF PLYWOOD NAIL W/Y OF SW EDGE � � [� � 1
<br /> NAILING, STAGGERED. SEE z ��
<br /> SHEET & SUPPORT SCHEDULE FOR STUDS. � Cn
<br /> SHEAR WALL � � -�
<br /> SEE PLANS & - - - - - - - - FLOOR JOIST PER �- �
<br /> SW SCHED II II I PLAN � � Z � °
<br /> � W �
<br /> POST � HOLDOWN I� � � � FACE GRAIN TO BE � �
<br /> SEE SCHEDULE _ j� - - - - -�L - - - _- -� PERPENDICULAR A�o'L STUD FOR SHEA �..� (,� � m
<br /> _� I-. _ - _ =I I _ _ 1 TO JOISTS WALL EDGE NAILING. �;� �
<br /> FACE NAIL SAME AS -
<br /> EQGE NAILING HOLDOWN AND BOLTS S T A G G E R P L Y W O O D EDGE NAILING •�• � N O �
<br /> P Y P SW SCHED, PER SCHEDULE _ I 1= _ _ __ _i I = _ _ _ _I �• N W �
<br /> � I I� - �( JOINTS, SEE '�; � �.,�
<br /> 16d NAILS - � ADDITIONAL STUD TO P�ANS � �
<br /> PERSWSCHED ^ ; 1I- - - - -��- - - -- -- � ,�.' �
<br /> - COVER BOLT HEADS - - - - - �'" W � ` _ .
<br /> J (HD HOLDOWNS ONLY) ��� _ _ ' _� � _ _ _ BLKG � UNSt1PPORTED PLYWOOD '�'j J 0 �
<br /> PLYWOOD JOINT �� - - -� � - - - � ALL EDGES (PERPENDICULAR TO •,• .,�
<br /> JOISTS) 4VHERE NOTED ON PLANS S I M P S T R A P P E •�• (f�
<br /> � �
<br /> � A T T O P Q F J O I S T _ I I_ _ _ _ _I I _ _ _ _ � OR NOTES. IN OTHER AREAS, MIN SCHEDULE. ° _ ♦ > �
<br /> OR MIDDLE OF DBL - - - - - - C "
<br /> �I �I I ` BLOCKING SPACING: 8�-0"oC. USE ALL SPECIFIED � G
<br /> TOP PLATE, TYP i I- - - __I L - , - - _I �
<br /> I I � � - -- - -( - - - 7 MATCH JOIST SIZE. FASTENERS PER SIMP
<br /> I I I I I � °'
<br /> _ _ _ - _ _ _ _ �
<br /> II II I
<br /> II II -
<br /> FOR HDUB. HDU11: THREADED ROD AT TYP FIELD NAILING 1y"
<br /> BEAM PER PLAN PLY�°x5" x 0'-5" BEAM CENTERLINE PER NOTES MIN ,
<br /> FOR HDU14: PER SCHEDULE
<br /> P x6 Xo-6 S4 . 2 .
<br /> AT PARALLEL JOISTS �
<br /> FRAMING AT STAIR 12 TYPICAL HOLDOWN TO BEAM 9 TYPICAL FLOOR SHEATHING 6 STRAP HOLD�WN DETAIL 3
<br />
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