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<br /> ..SIMPSON�. STRAP ,�E �, o 0 0 0 0 0 � 8
<br /> PER PLAN. SEE SIMPSON O O
<br /> NAIL REQUIREMENTS
<br /> UPPER FLOOR
<br /> SHEAR WALL PER PLAN Design Build Serv(ces, Inc 1360) 193-9659 - Shear Wall Schedule - Rev 8a - 7/2/2016
<br /> SHEAR WALL 3/4" PLY. SUBFLOOR �---?- ENo sru�s '
<br /> PER PLAN SHEATHING NAILING PLATE NAILING A35/RBC 1/2" A.B• UNBLOCKED BLOCKED
<br /> UPPER FLOOR JOISTS SHEAR WALL (MIN) t2d �TOP PL. SPACING
<br /> PER PLAN PER PLAN �
<br /> � � n 2X8 BLOCKING W/ 16d G1-7 1 2" Sheetrock 5d Wallboard �7" o.c. 1 2X4 1 Row Q �4" 3'-6"o.c. 1 2" C�A 6' 100 125
<br /> MAIN FLOOR � `� NAILING�R PLATE NAILS � 4'� O.C. G1-4 1 2" Sheetrock Sd Wallboard �4" o.c. 1 2X4 1 Row � �1" 3'-0"o.c. 1 2" � 6' 125 150 " #
<br /> � � SEE SCHEDULE G1-4+ 5/8° Sheetrock 6d Wallboard �4" o.c. 1 2X4 � RoW � 9" 2'-6"o.c. 1 2" � 6' 145 175
<br /> �, � DBL JOISTS 2X10 FLOOR JOISTS � �2-7 1 2" Sheetrock 5d Wallboard �7" o.c. 1 2x4 � Row � .
<br /> / 7" 1'-9"o.c. 1 2" � 6' 200 250
<br /> 16d TOE NAILS, G2-4 1/2" Sheetrock Wallboord �4" o.c. 2-2X4 1-2X6 � Row C� 5" 1'-5"o.c. 1 2" � 4' 250 300 �
<br /> INFILL PIECE OF SHEATHING MUST BEAM TO TOP PLATE LRP 16" LATERAL RESTRAINT PANEL - Max Ratio 6:t w min. 4x Header 600 Lb TOTAL z ',
<br /> TOENAIL EA. SIDE � 9�� REF 2�-0" or wider LATERAL RESTRAINT PANEL 515 Lb/ ft. �
<br /> LAP TOP & BOTTOM PLATES TO INSURE PSL JOISTS� SOLID BLOCKING GLUE O.C. STAGGERED APA Based on APA T20011-56 & Draft 156 dated June 17, 1994- higher values are allowed based on H.D. design. ALL WALLS BLOCKED �
<br /> SHEAR IS TRANSFERRED. DBL JOISTS OR PSL � � SHEAR WALL rr-too �
<br /> NAIL PER LOWER SHEAR WALL CALLOUT "SIMPSON" L90 � EA. SIDE, 3.5 PSL SOLID (� JOIST PARALLEL (� JOISTS PERPENDI- BEYOND Edge Nailing HF S acin HF TYP HF WIND W
<br /> & (� EA. END (4� TOTAL." JOIST BLOCKING TO SHEAR WALL CULAR TO SHEAR WALL) S�-6 7 16" os6 8d c�6"o.c. or 16 sta le �4" 2-2x4 1-2x6 1 Row �7" 2'-o"o.a �/2" � 6' 2t5 300 �
<br /> W/ A-35 PER �0� 6 W/ A-35 PER COL 6 S1-4 7 16" OSB 8d C�4"o.c. or 16 Sta le �2.5" 2 2X4 2X6 1 Row �5' 1'-5"o.c. ��2� � 4� 310 434
<br /> DOUBLE JOIST OR BLOCKS WHERE DOUBLE PLATE NAILING REQ'D s�-3 � �s" ose sd c�3"o.c. 2-2X6 3-2X4 i Row c�a" i'-o"o.c. 5/8" � ���' 400 5so
<br /> �.
<br /> � S1-2 7 16" OSB 10d �2"o.c. 1-DF 2-4x4 2 Row �2.5" g„o.c. 5/g,• � 2.5''* 544 763 ' '
<br /> �...
<br /> A EXT. SHEAR WALL TRANSFER B INTERIOR STRAP TIE C INTERIOR SHEAR WALLS TO D SHEAR TRANSFER TO FLUSH BEAM s2-s 7 16�� osB ad c�s"o.c. or 16 Sca �e �4�� 3-2x4 2-2x6 1 Row �3�� ,z��o.�. s�s" � ,.5' 43o soo :
<br /> S2-4 7 16" 056 8d C�4"o.c. or 16 sta le C�2.5" 4-2x4 3-2x6 2 Row �5" g"o.c. 5�8� � 2•��** 62a 868 '
<br /> 1 ACROSS UPPER FLOOR � (INT. SHEAR WALL TO FLOOR BEAM) 1 FLO�R BELOW 1 s2-3 � ,s�� ose 8d �3°0.�. 4-�Xs t-4x4 2 Row C�3.5° s��o.c. 5�8" � 2'** sao „zo
<br /> �
<br /> S2-2 7 16" OSB lOd C�2"o.c. 1-DF 2-4x6 2 Row �2" 4"o.c. 5/8" � 1.3'** 1088 1525 ,
<br /> *VARIES (SEE PLAN) Ref: AFPA SDPWS Section 4.3.5.2 Design for Force Transfer Hold Down Schedule - Simpson or Eaual Tension
<br /> EXTENT OF 16'� MIN. Wind Seismic Cracked '
<br /> HEADER 2X4 TOP P�ATE OR PONY WALL ABOVE A35 A35 - Detail 4 in sim son Catalo 600 so0 Ib c�v �.6 '
<br /> GARAGE DOOR HDR. MIN. 3x11.25 Blocking at All Pane) Edges Req'd H� H1 - Truss to to �ate �aterai at5 4�5 Ib � 1.6
<br /> VARIES SEE FRMG. PLAN FOR SIZE
<br /> NAiI THRU ROOF SHEATHING . � � 48 48" LSDTH8 LSDTHS LSDTH8RJ-6" wall C�0.5"-12"+ f. outside corner 1690 1220 Ib � 1.6
<br /> TO 2X4 BLOCKS (TYP) :».•� NAIL O.S.B. TO HDR. W�Bd 4 3" O.C. Full Panel Width Full Panel �dth LSD'T}i8 LSDTHB LSDTH8RJ-8" wall c�o.5"-�2"+ t. outside corner 2230 �670 �b � �.6
<br /> LSDTH8 LSDTH8 LSDTHBRJ-8" wall �12"+ from corner 3115 2250 Ib � 1.6
<br /> (2) STUDS PER � >- � OR 15g STPLS � 2.5" O.C. TYP, �
<br /> JZ R�G/S STHD10 STHD10 STHOtORJ-6" wall C�J0.5"-15"+ f. outside corner 2050 1435 Ib Q 1.6 �,,....,.d, C
<br /> 2X4 BRACE MST HOLD-DOWN o 2-2x4 S11JDS MIN MSTA36 STRAP � toN :�.� *-
<br /> 16D @ STHD10 STHD10/STHDtORJ-8" wall C�0.5"-15"+ f. outside corner 3145 2175 Ib � 1.6 �v. � 'L
<br /> 3' D.C. (Typ. 4 Locations) o�'�
<br /> (3� 12d(TYP� 2X4 BLOCKS ABOVE "SIMPSON° ST6236 � o LSTA24 VERTICAL STRAP STHD10 STHD10/STHDtORJ-8" wall c�D�S"+ f. outside comer 4755 3400 Ib � 1.6 p,' d.�'�y„3
<br /> SHEAR WALL STRAP HOLDOWN W� o v @ ❑PPOSITE ❑F SHEETING � STHD14 STHD14/STHDI4RJ-6" wall C�0.5"-21°+ f. outside corner 3200 2685 Ib � 1.6 �; � ��-'
<br /> . N N.Z
<br /> w (40) 16d X 2-��8�� NAILS. x `� NAIL � A L PLTS. HDRS. & = STHD14 STHDt 4/STHd14RJ-8" wall C�D0.5"-21"+ f. outside corner 4165 3500 Ib � 1.6 i o �c�;�
<br /> ' Q W -'T"r STUDS W 8d � 3�� O.C. TYP. STHD14 STHD14 STHDI4RJ-8" wall �21"+ from corner 5345 3815 �b � 1.6 J •"'1 �' `�
<br /> FG D TRUSSES FILL ALL HOLES W/ NAILS. � � O R W 1 5� S T A P L E S � 2.5" O.C. T Y P. � x 4 B loc kin Min. ��''•d1S• •
<br /> (� 24 Q.�. � 9 �( 9 HDUS HDUS w 5 8" SSTB24 6" Wall Min 5" from Endwall 4470 3325 Ib A.B./DF
<br /> o JOISTS PER PLAN o 0 2-2x4 AT At�Y O.S.B. JOINT 16D�3��O.C. n- `���� HDU5 HDUS w/ 5/8" SST624 6" Wall Min 42" from Endwall 5025 3740 Ib A.B./DF
<br /> 45 MAX A35 CLIPS PER � � IN MIDDLE 24 OF PANEL o ';,
<br /> w o cn HDU8 HDUS w 7 8" SSTB28 8° Wall Min 5" from Endwall 7615 6395 Ib A.B./DF
<br /> SHEAR WALL SCHED. MS)T HO DOWNR � Z 7�16'� O.S.B. (5�8" T1-11 � TLRP� a HDUS HDU8 w 7 8" SSTB28 8" wall Min 50" ftom Endwall 78�0 787o Ib w-4.5DF �
<br /> STHD14 OR PLAN NOTE CALL-OUT.
<br /> EDGE NAIL PLYWOOD o o INSTALL PER MANF. RECOMMENDATION. � ST24 ST 6224 to loist - MST37 w rim 2540 2540 Ib � 1.60 '
<br /> TO DBL. STUD TYP . 2-2X4 PLATES NAIL SHTG. Sheetin To 8e Continuous ST 6236 to joist - MST 48 W/ r�m 3695 3695 �b � i.so
<br /> INTERI SHEAR ALL DBL TOP PLATE � � CONTINUO � 2 x 4 (min. plate) 9
<br /> TO EA. PLATE - SEE NOTE BELOW
<br /> w/STEM 12" w/2 #4 MIN Over Rim Joist or Vertical MST60 � rim 4830 4830 ib � i.so
<br /> ANCHQR LAG BOLTS W� 3x� WASHER, LSTA12 to Full Ht. Wall Studs gT� MST�2 no rim 6730 673o Ib � 1.60 � `
<br /> AT OPENW_�b . MIN 7' MBEDMENT (1-5/8 x12 AB MIN) 2-2x Continuous or Strapped Rim � 32" o.c. UNO on Plan `
<br /> Note: Where Panel i on a rim joist the sheeting must lap the rim P�OT�S: ��s�� c'n 2���} I���; �ric� In{�u��ry �t�at�darr�s uss�arr7e HF fcr wflcd rna��rial «.n.c (r � � �` �
<br /> � which could take the place of the second plate. Lag bolts are to Kiw� ���� os �n��t�� �n or�� �idQ- xa-x =s ������d r�,� �+���, t����-���ns �r� t��s�d �r, rff�� so��p���, Her�,��r v���S ���. T���� us� ��i� t� to� ���t� r�����r�s 20� �y � _
<br /> re lace anchor bolts into 4x � RIM. The STHD14's are to be �3�A �a��� tn�� G,��,t� �,�;���,� ��9��� gA;��, �to� �iata. r�R��€�5 �r,?-�/a ��,��_. r��Af� t� n�: a� o.���x2.�� ��� �.t�,�r�" t2� r�.�����.zs ��� �.?.��"x�.�" ����
<br /> P Perforoted Shear Wall Similar. No Horizontal Straps or blocking required. ��r �,�P� ��F��; �,,����,u 2:� �,�� ��r �n��t���� Woii�. ��a ,r�ee�rG�� �o�� ��ct�;��� �/�.w r�t�o �f 1.�,� t� �� �i��r��. sn��t���k ��,�ms �or a����;�� �n �P���,a�: �«r�� €. � � ����
<br /> reploced with STHDI4RJ's or odded to with MST 60's ot a pony Wall to be sheeted then openings cut ond all edges noiled per schedule. A�eno�n���� ��� €��a�� a��n� �re ���� ���f �a�t� ar tnr����� ra� w��� � ���� ���,����). ���. �„������t �E�,�=� �� �� �z" �� t��� �aato��, s��,���� swr� ���t� ��n �� � N ��'��
<br /> wall. MST 60's are to replace STFiD14's at a second floor AFPA SDPWS Section 4.3.5.3 su���c���� ��r ;rip c�t���� ���f-o�t�. ��r��r �s tv �� ��tn�r� 2� ��ob�� �r,� to tn� �id� o� it,� h��� �� tn� �o[t ��� s��,p�on str�p �r�d-�a�n�. � �-- ; '
<br /> C1pp�ICatlOtl. Gyps��m �'��i h4�il€n� is ��r�(1 suppartkng members �e ��rEl to t�e un�l��ked url�ss noted sfhersvise. �I[ OS�,�FIYwtl �ro31s to b��I�cke� and ho�s �{ir� iisld nQiling � 12� 4.c. if �
<br /> � p�oe(� ar� �u�r �° �hick or s?u� spacing less than 24�` s.a. � � �
<br /> E TRUSS DIAPHRAM F EXTERIOR STRAP TIE G LATERAL RESTRAINT PANEL "LRP" H BLOCKED WINDOW SHEAR #«�� �`°� �'°�� °�''�`��„"�� '� �"" �°'�f "$ �``��� �'`� ���°`�'�� °` �'���"°` �°" � `����� �� �°�-�°`'��. ,{'�� � �
<br /> 3x 4lu�isilC Require�. �x wa91 pl�tes are rr q�aired if�h�eting '€s spliced on the plake. if sp(iced on rim double rim re�uired fcr i 1 j2' nail penetration. F�o�e mudsiil shear ��JJ �j �
<br /> � (INT. SHEAR WALL TO PERPENDICULAR ROOF TRUSSES� � (EXT. SHEAR WALL ACROSS UPPER FLOOR� � TLRP SIMILAR (REF: APA TT-100) 1 WALL DETAIL can 6e dit�erent th�n the ��a1 abave, ses ccslcF�l�ticn summary sheet. �-� �
<br /> AI! �v�lls wi�M shears aver MSu�fft require 3x s(uds or blocking qt pon�3 �aints, Qrw�ble studs can E�� substituted �vhen nail�d tnaefher �t sheor wall nailing with 1(�d o�ils. (( 11 � .�"
<br /> �
<br /> A[I ancha�balt spacirsg bet�e�s� 350�Jft nnd fit3��fit hcas besn redviced 4y 5�J% to allovr use �t 2x plafe. if 3x �i��e is use� bolt spr�cis�g �ar� be doubles� in fhese cases. �..y �
<br /> fii�L A�;CNOR B�LT� t`JN SHEAR 1�ALL LiNES Tu HA��� 3"�3'"X�.22�" �NASNE�� �3�?�.3.2, �" From h��u�sill edge or� side wit� , �
<br /> i}���F'l y�r���d if ���ear c��er 20� PLF ��r� SC�PWS �.:�.�.�.3,. �r�l��� h�(�3-do�uns �rouide�9 at vv�l( en�4s �er� exc�piion, �" � � �
<br /> ROOF SHEATHING, tOd N ILS ,_ � .
<br /> TO TRUSSES � 10" O.C. � � 0
<br /> �C.� � � � ',
<br /> ROOF TRUSSES 2 - 2 x TOP PLATES
<br /> (2) ROWS 10d PLYWOOD EQGE � . '
<br /> ,. � ° '
<br /> NA S C� 6 O.C. 3/4" PLYWOOD NAILING (TYP.) � � C'�1
<br /> TO OP PLATE 2X6 OR 2X8 BLOCK ROOF SHEATHING AT PLYWOOD � � � �
<br /> 2 X MIN. BLOCKING
<br /> W/ 12d NAILS � 6 .C. PLYWOOD FIELD UNSUPPORTED t2) HOLDS DOWN �--- O � � '
<br /> 2 x RAFTERS NAILING (TYP.) EDGES (SEE � � � �
<br /> 2X4 NAILERS RBC OVER SHEAR WALLS OR TRUSS TOP SCHEDULE NOTES) '
<br /> PER COLUMN 6 "SIMPSON" MST48
<br /> 10d NAILS t� 6 O.C. �
<br /> CHORp STRAP HOLDOWN W/ .�i �
<br /> TO BTM CHORD 2-2x OR 4x
<br /> 2 X MIN. SOLID (25) 16d x 2-1/8" NAILS. � �
<br /> 10d NAILS 4 6" O.C. ROOF SHEATHING 3-16D TOENAIL EACH TRUSS BLOCKING AT EDGE (MIN.) AT END FILL ALL HOLES W NAILS. � m , `
<br /> NAILING AT SHEAR STUDS OR H.D. � �
<br /> PLYWOOD TO 2X4 EDGE NAILING ALL OPENINGS PER SCHEDULE � .� „ '
<br /> NAILER 2 x CEILING JOISTS �SEE SCHEDULE COLUMN 4 - END � .- �
<br /> SHEAR WALL PER PLAN ALTERNATE OR TRUSS BOTTOM NOTES) STUDS �- � � �
<br /> X
<br /> CHORD EDGE NAILING AT JOISTS PER PLAN, BLOCK AT STRAP Q.� •
<br /> BIRD BLOCKS BY . PLYWOOD EDGES PLATE NAILING ' Q� � � •
<br /> I TRUSS DIAPHRAM -rRuss SIMPSON S H1 � � � �
<br /> MANUFACTURER SEISMIC TIES � ,_ � �
<br /> � (INT. SHEAR WALL TO PARALLEL ROOF TRUSSES) � 48" O.C. U.N.O. z � � � O ,
<br /> � � � � �
<br /> SHEATHING ON M TYPICAL SHEAR WALL NAILING '� 2-� 2"X4" SIMPSON STRONG BOLTS U�-� �+ �-
<br /> 2ND FACE PER /
<br /> RECESS STRAP & NAILS. MAX 1/4". EDGE NAILING COL. 1 OF SHEAR � INTO EX. FOUNDATION
<br /> PER COL. 3 OF WALL SCHEDULE (TYP.) �
<br /> SHEAR WALL IF REQUIRED EXISTING FOUNDATION '
<br /> 16d NAILING TO BOTTOM W '
<br /> STRAP- CENTER SCHEDULE (TYP.) PLATE PER COL 5 OF �
<br /> ON LAST BLOCK �
<br /> SHEAR WALL SCHEDULE
<br /> BLOCKING (TYP.) � . '
<br /> �` � � �
<br /> ' � �� ALT RIM � � �
<br /> CONTINUE BLOCKING PLATE NAIL PER DETAIL �
<br /> OF BEAM COL 3 A35 PER COL 6 WHERE - -- - MSTas w/ �sTns & s��io R STRAP TO EXISTING FOUNDATION = .�- ,
<br /> SHEATHING DISCONTINUOUS. MSTso w/ sn���4 ',
<br /> 16d TOE NAILING SEE DETAIL A FOR MST72 w/ HDUB and SSTe2e� � �
<br /> � RIM TO TOP CONTINUOUS REQUIRMENTS. SIMPSON A35 � �
<br /> PLATES � 12 O.C. FRAMING ANCHOR HOLDOWN W/ SSTB CONNECTION TO
<br /> END OF WALL FOUNDATION SHALL HAVE SSTB �
<br /> PER COL. 6 OF CONIINUED UP THROUGH PONY WALL W ', � ,
<br /> BLOCKING AT ALL SHEAR WALL SCHEDULE WITH COUPLER NUT & THREADED R00
<br /> PANEL EDGES (TYP.) Z ',
<br /> SHEATHING ON PROPER PLACEMENTFOFTUPPER STRAP. � �
<br /> 8d � 6" 0.C.
<br /> 1ST FACE PER , � � "
<br /> J DISCONTINUITY OF DIAPHRAM/ COL. 1 OF SHEAR PANEL PLATE NAILING �
<br /> WALL SCHEDULE (TYP.) PER COL. 5 OF SHEAR O
<br /> 1 RE-ENTRANT CORNER AND NOTE 2 WALL SCHEDULE (TYP.) SHEAR NAILWG TO MATCH WALL ABOVE. ROOF BOUNDARY � '
<br /> STUDS PER TABLE R602.3(5) & R602.9 CLIP (RBC) � 24�� �
<br /> SHEAR WALL CONTINUOUS SHEETING - - - DOUBLE RIM WHERE DETARIM O.C. OR SHR SCH �,
<br /> FROM TOP PLATE TO � !
<br /> SHEATHING END STUDS MUDSILL. NAIL MUDSILL DOUBLE ROW OF � .�-
<br /> PER COL. 3 FOR MAIN PLATE NAILS NOTEPIF RMF�IST M DEL CALLED 8d C� 6�� O.C. '
<br /> I O H T T N A I L E D FLOOR SHEAR WALL OUT. STANDARD MODEL TO BE USED. � � ,
<br /> B�TT❑M PLATE � TD END STUDS CALLOUT �,
<br /> �
<br /> I � � ���� MAX " PER SHEAR SCH �° � � � �
<br /> �� , � SIMPSON A35
<br /> �� .°� FOOTNOTE (SDPWS 4.3.5.1) FRAMING ANCHOR � '
<br /> ANCHOR BOLTS � °, � PER COL. 6 OF � : ��.� �' H1 CLIP � EA. ��� �'
<br /> PER COL. 7 OF � � ����. � < � � '� �� �
<br /> SHEAR WALL CRAWL SPACE ' ,� � SHEAR WAL� SCHEDULE FOUNDATION PER TABLE R403.1 RAFT/ TRUSS
<br /> BOLT `, �
<br /> DIAMETER PER SCHEDULE ` � tTYP•) oR PER P�AN �
<br /> 2-16d � 16" O.C. �..
<br /> H�LD D❑WN ° � \ ° BIRD BLOCK LEDGER/BLOCKS o w
<br /> ANCH❑RAGE �� N � W �
<br /> SCHEDULE TO WALL STUDS r
<br /> ATAB❑TTpM LATE SIMPSON HD � N � Q
<br /> H❑L D D❑W N P L A T E C 3 x 3 x 3/8 r�i nJT �
<br /> SEE PLAN
<br /> � '
<br /> F❑R HD15 5x5x5/8 � � _
<br /> � •� �
<br /> � � � .
<br /> � � .
<br /> K HOLD DOWN TO BEAM CONNECTION L TYPICAL SHEAR WALL NAILING WALL TO FLOOR Z STRAP AT PONY WALL - CONTINUTY S WALL TO ROOF TO WALL SHEAR TRANSFER
<br /> � NOT TO SCALE � NOT TO SCALE '
<br /> � NOT TO SCALE � NOT TO SCALE 5����, S � C��
<br /> _ __
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