|
' - - �,i14�,!�� ; _ '
<br /> SHEAR WALL SCHEDULE (HEM FIR LUMBER WITH 10d NAILS) � P� P�
<br /> SHEATHING {NOTES 1,2,3,4,9) WALL BOTTOM PLATE TO 5j"� ANCHOR MIN PANEL FASTENING ALTERNATIVE ALLOWABLE ���oF wASyI��i�
<br /> MARK RIM/BLKG TO RIM/BLKG ATTACHMENT � BOLTS TO EDGE STUDS (2)2x TOGETHER SHEAR :
<br /> PANEL EDGE NAIL WALL TOP PLATE NOTE 613 CONCRETE & BLOCKING NOTE 14 CAPACITY � F�V c�o 9
<br /> APPIICATION SPACWG NOTE 5 �
<br /> ( ) NOTE 6 16d NAILS SDWS 0.220"x5" NOTES 910 NOTE 8 10d NAILS SDS Y"x3" PLF NOTE 8 �
<br /> .
<br /> SW-6 ONE SIDE 10d (� 6"oc LTP4 @ 24"oc 9"oc 18"oc 48"oc 2x N/A N/A 288 '�0,�'��T 23024 ��`�w�<v� �
<br /> SW-4 ONE SIDE 10d (� 4"oc LTP4 � 18"oc 6"oc 12"oc 38"oc 3x 4Y"oc 9��0� 42$ �`� �� �� v� ,�
<br /> `�IDNAL. E�
<br /> SW-3 ONE SIDE 10d � 3"oc LTP4 (� 14"oc 4°oc 9"oc 29"oc 3x 3Y2"oc �"oc 558
<br /> SW-2 ONE SIQE 10d 0 2"oc LTP4 � 11"oc 3Yz"oc 7"oc 23"oc 3x (2) (� 5Y"oc 5"oc 716
<br /> SW-44 BOTH SIDES 10d (� 4noc LTP4 � 9"oc N/A 6noc 19"oc 3x (2) � 4Y2°oc 4Y"oc 856 TENSION TIE SCHEDULE (HEM FIR LUMBER) STRAP SCHEDULE (HEM FIR LUMBER)
<br /> PRQVIDE DOUBLE KING ���� �� FASTENERS TO CONCRETE FASTENERS TO WOOD STUD FASTENERS TO WOOD STUD
<br /> SECTION STUDS POST AT �
<br /> � SW-33 BOTH SIDES 10d (� 3"oc LTP4 C� 7"oc N/A 6"oc 14"oc 3x ( � " �� 3Y"oc 1116 REQ'D
<br /> �* 2 (�Y oc TENSION TIE STRAP
<br /> STRAP LOCATIONS, � I ADH ANCHOR EMBEDMENT CHORD ALLOWABLE CHORD END ALLOWABLE
<br /> DIAMETER LENGTH INT4 FASTENERS MEMBER ) NAILS MEMBER LENGTH LOAD (LBS)
<br /> SEE SCHED � � � (NOTE 7) _ MARK LOAD (LBS MARK (�
<br /> W CENTER STRAP N
<br /> NOTCH PLYWOOD � � � SW-22 BOTH SIDES 10d (� 2"oc LTP4 C� 5"oc N A 5'oc �� 11"oc 3x " *** " 1432 J N _
<br /> �, o ON FLOOR DEPTH / (2) t�� oc � oc SEE NOTE 1 CONCRETE SEE NOTE 4 SEE NOTE 2
<br /> AS REQ D FOR �? o I (NOTE 7) � SEE NOTES 5 SEE NOTE 1 Q Z �
<br /> �
<br /> 16d NAILS SEE J J (20) 16d - 2,320 MSTC28 (12)-1fid (2) 2x STUDS MIN 13 995 � ; o M� �
<br /> STRAP SHEAR WALL SCHED �� 2x PLATE � A35 OR LTP4 CAN BE USED ALTERNATIVELY LSTHD8 - 8
<br /> a.- .
<br /> FOR SPACING ' *� USE MIN 2x DF RIM 64ARD AT THESE SNEARWALLS S T H D 1 4 - 14�� 30 16d - 5,150 MST48 (32)-16d (2) 2x STUDS MIN 16" 3,425 W Y �N M �
<br /> �- @ ¢���
<br /> *** FASTENERS SHALL BE STAGGERED HDUS 5 8" $n 14-SDS Yax� 2 2x STUD 4,065 MST60 46 -16d 4x6 STUD MIN 27» 5,405 � °�N� �
<br /> � � „ �, _ ( ) ( ) M v= � � �
<br /> � � C N �
<br /> W � HDUB 7/8 � 1S 20 SDS Yx� 4x6 STUD 5,665 m O� � �a�
<br /> � ( ND19 1-1/4 "� 24" 5-1 6x6 DF STUD 19,070 (n
<br /> J NOTES: C� 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. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. - � �
<br /> SOLID BLOCKING 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. Y � '
<br /> SAME THICKNESS AS 4. P R O V I D E 1 0 d � 1 2"oc 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. , NOTES: N O T E S: � ~ J a;
<br /> 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 �EVEL - U �-�
<br /> STUD OR POST 5. NAILS PER GENERAL STRUCTURAL NOTES. 2. WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE STRAP OR HOLDDOWN OCCURS AT 2. STRAP AND TENSION 11E SCHEDULES ARE PROVIDED FOR GENERAL INSTALLA110N � ••
<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 ' � W '�
<br /> PER PLANS & FRAMING. TOE NAILIN6 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 LEVE�. INFORMATION. SEE SHEAR WALL PLANS FOR STRAP AND TENSION TIE CALL-OUTS m (� a �
<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• �OLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL AND LOCATIONS. CONSULT MANUFACTURER FQR 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 0 � �
<br /> WRAP STRAP UNDER 7. WHERE SHEATHING IS APPLIED TO BOTH SIDES OF WALL, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EACN SIDE 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. E- � .
<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. O "� �
<br /> BEAM AS NECESSARY SECTION ALL DOUBLE SHEATHEO WALLS. 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 DEStGNATED 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. � O �
<br /> 9. CRITERIA: 2015 IBC 6. SBC 2015, f c = 2,500 PSI, HEM-FIR LUMBER. :
<br /> � �
<br /> HEM FIR LUMBER ` �'..:
<br /> 2500 psi CONCRETE 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 /> WASNERS SHALL EXTEND TO WITHIN Y2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) +MTH SHEATHING.
<br /> 11. AT SHEARWALLS WHERE SHEATHING MAY EXTEND VERTICALLY TO OVERLAP WITH RIMBOARD jBLOCKING ABOVE, IT IS ACCEPTABLE TO NAIL SHEATHING Tq 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 SNALL BE CORROSION RESISTANT. �
<br /> 13. 1Ya" MIN LSL RIM BOARD AND SINGLE SILL PLATE ARE ASSUMEQ. 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 W{TH EITHER NAILS OR SCREWS AS CALLED OUT.
<br /> H E D L E 1 03.28.17 Coo d n/ation . � `
<br /> TYP FLR-TO-BM HOLDOWN STRAP 10 SHEARWALL & HOLDOWN SC U
<br /> 06.22.17 Permit
<br /> EDGE NAIL TO TOP PLATE , . .
<br /> SECTION � ' EDGE NAIL � JAMB �
<br /> TYP EDGE NAILWG, SEE NOTES - �- - -r� - - -ri - - rr - -- 1- (2)2x TOP PLATE, UNO •
<br /> 3/" MIN TO EDGE OF PLYWOOD � � I I I I I I I I I ( � FULL HEIGHT ,
<br /> SHEET & SUPPORT ROOF TRUSS PER PLAN w^, 11 II II II I ) BLKG AT PANEL EDGES & . •
<br /> o � � I I I I I ( I I I I AT 8'-0", EDGE NAIL AS , �, kF.�
<br /> -i i- - - -i T - - � NOTCH P�YWooD 16d NAILS SEE w� I _) � _ _ ,i:a_ _ I !_ _ _ I I_ _ _ NOTED ON SCHEDULE. : .
<br /> FACE GRAIN TO BE AS REQ'D FOR SHEAR WALL SCHED � � 2x PLATE - � - - -�� - T � 'j` '- - �r � SHEATHING PER SCHEDULE
<br /> I I I I I PERPENDICULAR TO JOISTS ;; � I ( I�I I I I ( �
<br /> _ STRAP FOR SPACING FIELD NAIL �
<br /> � � _ _ _ -� _ - - - - �_ II II II II . �.
<br /> II If II I � II
<br /> I I I I I g � I I I I I I I 1 STUDS � 16"oc
<br /> �I_ = = = -II - -- - - -1 � '
<br /> � I -I - - - - STAGGER PLYWOOD JOINTS, N � ( I I I I I I I I 1 •
<br /> I ) � � � SEE PLANS o � I ) II I ) I ) � � ANCHOR BOLTS W/ WASHER,
<br /> I I_ _ _ _ -I L _ _ _ _ _ � � I i I I I I I I I i SEE SCHEDULE
<br /> � I - - -� � 2x4 FLAT BLKG (� UNSUPPORTED �` �- II II II II I '
<br /> I I I I I PLYWOOD EDGES (PERPENDICULAR TO SOLID BLOCKING - ( � I I I I I ( I I 51LL PLATE PER SCNED �
<br /> -1 �- - - - -� - - - - � TRUSSES} WHERE NOTED ON PLANS SAME THICKNESS � � � � II II I � ( I �
<br /> - - - - -
<br /> -
<br /> � � � r � OR NOTES. lN OTHER AREAS, MIN AS STUD OR POST Z � � � I I I ! I � ' HOLDOWN PER PLANS �
<br /> I I -I I _ _ _ _ _l BLOCKING SPACING: 8'-0"oc. o� i (2) 2x TOP � � I ( I I I I I I . • �
<br /> -f I - - - -I - - - - MATCH JOIST SIZE. STRAP & NAILING w � PLATES I I � FINISH FLOOR LINE . TYP . U ,
<br /> � ( I II II LSTA24,
<br /> II II ( PER PLANS & PROVIDE DOUBLE KING ¢°� � � II I ! ' i • BLOCK BTWN STUDS • � z �
<br /> -1 �- - - - -� - - - - - NOLDOWN SCHED STUDS/POST AT � � I I- � _ �i_ - _ ��- - __ 1 i - _ NQTE. , , ' I ' z �
<br /> � � � TYP FIELD NAILING PER NOTES STRAP LOCATIONS, .� �•1
<br /> SEE SCHED � SECTION � 1 2 SW AB � NAILING TO BE % MIN TO �
<br /> SP CING TO HD EDGE OF SUPPORTS & SHEETS. � � � Q .
<br /> NOTE:
<br /> ALL ENDS OF PLYWOOD SHEETS TO SPLICE OVER CL JOISTS OR SUPPORTING MEMBERS. O � U U
<br /> PANELS LESS THAN 12" IN WIDTH SHALL BE BLOCKED AT ALL EDGES. � �
<br /> Z � � � :
<br /> TYPICAL ROOF SHEATHING 11 TYP FLR-TO-FLR HOLDOWN STRAP 8 TYPICAL SHEAR WALL SHEATHING 5 STRAP AT SHEAR WALL OPENING 2 � �- � t :
<br /> � v� �
<br /> � � z �
<br /> a`� o ; .
<br /> �IfN (2) END STUDS, FACE O ""'� �
<br /> TYP EDGE NAILING, SEE NOTES NAII W/Y� OF SW EDGE � "' L7 }'
<br /> 3/" MIN TO EDGE OF PLYWOOD NAILiNG, STAGGERED. SEE z � :
<br /> SHEET & SUPPORT SCHEDULE FOR STUOS. � � �
<br /> SHEAR WALL - � � (" L'
<br /> FLOOR JOIST PER � � z �
<br /> SEE PLANS & � � � PLAN
<br /> SWSCHED - � �- - - - -� �- - - - - � d �"' W �
<br /> POST @ HOLDOWN II ( f � � �
<br /> SEE SCHEDULE _ _��__ _ _ __ � � _ _ _ _ FACE GRAIN TO BE � � o
<br /> -� f I � -- - �I v -- - - -I PERPENDICULAR ADD�L STUD fOR SNEA � � m ` ,
<br /> HOLDOWN AND BOLTS _ � I_ _ __ _ -I L - __ _ _ 1 TO JOISTS WALL EDGE NAILING. �• � N 0 �
<br /> EDGE NAILING - - - - - - - FACE NAIL SAME AS ��.� A , �
<br /> I I I I I EDGE NAILING �V
<br /> PER SW SCHED, PER SCHEDULE � �_ _ _ _ � � _ � STAGGER PLYWOOD � � � W �
<br /> TYP - - - - - - - JOINTS, SEE .�. � � W �
<br /> 16d NAILS - � ADDITIONAL STUD TO _ 1 I- _ _ - -1 I _ _ _� PLANS •�•
<br /> PER SW SCHED _ -� COVER BOLT HEADS -iI - - - -� I BLKG � UNSUPPORTED PLYWOOD ����� � � N
<br /> -� (HD HOLDOWNS ONLY) i (_ _ _ _ =1 __ _ - ALL EDGES (PERPENDICULAR TO '�° �� � � '
<br /> PLYWOOD JOINT � � � � � � JOISTS) WNERE NOTED ON PLANS S�MP STRAP PE •°• C� `J` r
<br /> � II_ = = = =1 ! _ _ _ = I o
<br /> AT TOP �F JOIST OR NOTES. IN OTHER AREAS, MIN SCHEDULE.
<br /> OR MIDDLE OF DBL �( BLOCKING SPACING: 8'-0"oc. _
<br /> � I I i I USE AlL SPECIfIED • ��
<br /> TOP PLATE, TYP I� �i _ - - -i � - - - - � FASTENERS PER SIMP -.
<br /> - - - MATCH JOIST SIZE.
<br /> � �,
<br /> I I I I_ - I L _ p ,��°.,
<br /> II - _ _ _� � - - _ _ �
<br /> II II
<br /> FOR HDU8, HDU11: THREADED ROD AT TYP FIELD NAILING �Y�� ..
<br /> P�"x5'= x 0'-5" BEAM CENTERLINE PER NOTES MIN
<br /> BEAM PER PLAN FQR HDU14: PER SCHEDULE S 4 . 2
<br /> AT PARAI LEL JOISTS P�"x6" x 0'-6"
<br /> FRAMING AT STAIR 12
<br /> TYPICAL H4LDOWN TO BEAM 9 TYPICAL FLOOR SHEATHING 6 STRAP HOLDOWN DETAIL 3
<br />
|