|
_ _ _ _
<br /> ' "SIMPSON" STRAP TIE � 2 3 4, O l b ) O �
<br /> PER PLAN. SEE SIMPSON O O o o �__�
<br /> NAiI REQUIREMENTS SHEAR WALL
<br /> PER PLAN Des(qn Bu11d Servlcea, Inc (3�0�) 793-9659 - Shear Wall Schedule - Rev 8c - 11/13/17 .
<br /> ' UPPER FLOOR SHEAR WALL °
<br /> SHEAR WALL PER PLAN END STUDS PLATE NAILING A35/RBC t/2" A.B.
<br /> UPPER FLOOR JOISTS --� NAIL ��P�R PLATE SHEATHING NAILING (M�N� UNBLOCKED BLOCKED
<br /> - PER PLAN PER PLAN � � NAILING �2d �TOP PL SPACING
<br /> SEE SCHEDULE G1-7 1 2" Sheetrock 5d Wailboard �7" o.c. 1 2X4 1 Row � 14" 3'-6"o.c. 1 2" � 6' 100 125
<br /> MAIN FLOOR � � NAII. "PFR PLATE G1-4 1 2" Sheetrock 5d Waliboard �4" o.c. 1 2X4 1 Row � 11" 3'-o"o.c. 1 2" � 6' 125 150
<br /> NAILING
<br /> � � SEE SCHEDULE ADD BLOCKING G1-4+ 5/8" Sheetrock 6d Wal�board �4" o.c. 1 2X4 1 Row � g" 2'-6"o.c. 1 2° � 6' 145 175
<br /> � J DBL JOISTS 2X BLOCKING c2-� �/2" Sheetrock 5d Waliboard �7° o.o. � 2x4 � RoW � �" �'-9"0.�. i 2" � s' 200 250
<br /> r- PANEL OR BLOCK
<br /> AT EACH END OF UNDER WALL G2-4 1/2" Sheetrock Waliboard �4" o.c. 2-2X4 1-2X6 1 Row � 5" 1'-5"o.c. 1 2" � 4' 250 300 �
<br /> INFILL PIECE OF SHEATHING MUST UPPER SHEAR WALL �RP 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w min. 4x Header 600 Lb TOTAL Z
<br /> REF 2'-0" or wider LATERAL RESTRAINT.PANEL 515 Lb/ ft. �
<br /> LAP TOP &. BOITOM PLATES TO INSURE APA �
<br /> SHEAR IS TRANSFERRED. PSL JOISTS P e P
<br /> DBL JOISTS OR PSL SOLID BLOCKING (GLUE) ADD TRUSS OR BEAM OVER TT-100 Based on APA TT-t00F Rev A ril 2014 Hi her Values are allowed based on Tables in Technicai To ic ALL WALLS BLOCKED
<br /> "51MPSON" L90 � EA. SIDE, @ JOISTS PERPENDI- SHEAR WALL TO ACT AS A DRAG SOLID TRUSS BLOCKING (GLUE� Edge Nailing HF Spacin HF TYP HF WIND W
<br /> NAIL PER LOWER SHEAR WALL CALLOUT 3.5 PSL SOLID (C� JOIST PARALLEL � (� JOISTS PERPENDICULAR TO 51-6 7 16".OSB 8d C�s"o.c. or 16 sta le �4" 2-2x4 1-2X6. 1 Row �7" 2'-0"o.c. �/2" � 6 215 300 �
<br /> & @ EA. END (4) TOTAL." JOIST BLOCKING TO SHEAR WALL) CULAR TO SHEAR WALL) STRUT. MINIMUM SHEAR LOAD
<br /> At Floor Trusses, vertical blocking to be positioned in the truss at Shear Wall W/ A-35 PER cOL 6 W/ A-35 PER coL 6 TRANSFER TOP TO BOTTOM OF sHEaR wa��. Nai� PER co� 5) s�-4 7 16" os6 8d �4"o.c. or 1s 5ta 1e �2.5" 2 2x4 2x6 1 Row �5" �'-5"o.c. �/2" � 4' 3�0 434
<br /> DOUBLE JOIST OR BLOCKS WHERE DOUBLE PLATE NAILING REQ'D TRUSS IS 3000 LB UNO S1-3 7 16" .OSB 8d �3"o.a 2-2X6 3-2X4 i Row c�4" 1'-0"o.a 5/$" � ���� 400 560
<br /> 51-2 7 16" OSB 10d C�2"o,c. 1-DF 2-4x4 2 Row �2.5" 8"o.c. 5�8�� C� 2•5�** 544 763
<br /> ;
<br /> A EXT. SHEAR WALL TRANSFER B INTERIOR STRAP TIE C INTERIOR SHEAR WALLS TO C1 INTERIOR SHEAR WALLS TO s,-2P� s" P� o d �od �2"o.a 1-DF 2-4x4 2 Row ��.5�� 8`�0.�. 5/8" � 2.5'** aoo �,20
<br /> S2-6 7 16" OSB 8d C�D6"o.c. or 16 sta le C�94" 3-2x4 2-2x6 1 Row �3" 12"o.c. 5�8�� � 1•5� 430 600
<br /> 1 ACROSS UPPER FLOOR ') (INT. SHEAR WALL TO FLOOR BEAM) � FLOOR BELOW 1 FLOOR TRUSS/WALLS BELOW sz-a. � ,s�� osB 8d C�94��0.�. or ,s sta �e ��.5° 4-2x4 3-2x6 2 RoW �5° s��o.�. 5/$" � 2�7'�* s2o ss8
<br /> S2-3 7 16" OSB 8d �3"o.c. 4-2x6 1-4x4 2 Row �3.5" 6"o.a 5�8�� � 2�** 800 1120
<br /> *VARIES SEE PLAN Refi: AFPA SDPWS Section 4.3.5.2 Desi n for Force Transfer s2-2 7 �s" os6 tod c�2"o.c. 1-DF 2-4x6 2 Row c�2" 4"o.a 5/s" � �.3'**, 1088 �525 .
<br /> �
<br /> EXTENT OF 16" MIN. � � g Tension �"
<br /> HEADER Hold Down Schedule - Simpson or Eaual
<br /> Double Vert. 2x4 � 2X4 TOP PLATE OR PONY WALL ABOVE Wind seismic Cracked
<br /> Floor Truss or I Joist Rim GARAGE D�OR HDR. MIN. 3x11.25 Blocking at All Panel Edges Req'd A35 A35 - Detail 4 in sim son cata�o 60o soo Ib � 1.6
<br /> VARIES (SEE FRMG, PLAN FOR SIZE� 48�° 48�� Hl H1 - Truss to to late laterai 415 415 Ib � 1.6
<br /> NAIL THRU ROOF SHEATHING � _� Full Panel Width LSDTN8 LSDTH8 LSDTH8RJ-6" wall C�90.5"-12"+ f. outside corner 1690 1220 Ib � 1.6 -
<br /> TO 2X4 BLOCKS TYP � : r NAI� O.S.B. TO HDR. ,W 8d � 3° O.C. Full Panel Width c
<br /> � � LSDTH8 LSDTH8 LSDTH8RJ-8" walt C�0.5"-12"+ f. outside corner 2230 1610 Ib � 1.6 i-
<br /> . . : .• �. ...• . •
<br /> 2 STUDS PER >- OR 15g STPLS � 2.5 O,C. TYP.
<br /> � � � • LSDTHB LSDTH8 L5DTH8RJ-8° wall �12"+ frorri corner 3115 2250 Ib � 1.6 �,..••.,,b� � ,
<br /> MST HOLD-DOWN Z2 ROWS 2-2x4 STUDS MIN MSTA36 STRAP � •�oN •.,�y -
<br /> 2X4 BRACE � 16D @ STHD10 STHD10 STHDIORJ-6" wall C�D0.5"-15"+ f. outside comer 2050 1435 Ib � 1.6 �v. i
<br /> (Typ. 4 Locations) `'
<br /> » » T Z 3" ❑,C, STHD10 STHD10/STHDtORJ-8" wall C�i0.5"-15"+ f. outside corner 3145 2175 Ib � 1.6 �"''�'
<br /> (3) 12d(TYP) 2X4 BLOCKS ABOVE SIMPSON ST6236 � o LSTAz4 VERTICAL STRAP Q• M��"� :
<br /> � � @ ❑PP�SITE �F SHEETING L STHD10 STHD10/STHDIORJ-$" wafl �15"+ f. outside corner 4755 3400 Ib � 1.6 �;3 � � N:Z
<br /> SHEAR WALL STRh`P HOLDOWN W/ o v .a'
<br /> STHD14 STHD14/STHDI4RJ-6" wall C�0.5"-21"+ f. outside corner 3200 2685 Ib � 1.6 ��o ��.'�
<br /> `w� (40) 16d x ?-1/8" NAILS. Q � NAIL C� AI�L PLTS.,,HDRS. & = y'• e-.• `�
<br /> - FG'D TRUSSES FILL ALL HOLES W/ NAIL.S. � o T""" STUDS W�8d � 3 O.C. TYP. S T H D 1 4 STHD14/STHDI4RJ-8" wall Ccy0.5"-21"+ f. outside corner 4165 3500 Ib C� 1.6 c�j•:'',�y `�
<br /> C� 24" 0.C.
<br /> OR W/15g STAPLES � 2.5�� O.C. TYP. � �X 4 BIOCICICig MIt1. STHD14 STHD14 STHDI4RJ-8" wall C�21"+ from corner , 5345 3815 �b � �•6 c� 1S'
<br /> JOISTS PER PLAN a o 2-2x4 AT A�{Y O.S.B. JOINT 16D�3��o.C. °- �'� HDUS HDU5 w/ 5/8" SSTB24 6" Wall Min 5" from Endwall 4470 3325 Ib A.B./DF
<br /> 45 ° MAX � � IN MIDOLE 24 OF PANEL �
<br /> A35 CLIPS PER ,,., o v� � HDU5 HDUS w/ 5/8° SSTB24 6" Wali Min 42" from Endwall 5025 3740 Ib A.B./DF
<br /> SHEAR WALL SCHED. (2� STUDS PER �- w 7�16° O.S.B. (5�8° T1-11 � TLRP) a HDU8 HDU8 w 7 8" Ss7s2s a" Wa11 Min 5" from Endwa�l 7615 6395 Ib A.B./DF
<br /> MST HOLDOWN Z ' i
<br /> STHD14 OR PLAN NOTE CALL-OUT, HDU8 HDUB w ? 8" SSTB28 8° Wall Min 50" from Endwall 7870 7s70 Ib w-•4.5DF
<br /> EDGE NAIL PLYWOOD � INSTALL PER MANF. RECOMMENDATION. � '
<br /> TO DBL. STUD (TYP). CONTINUO 2-2X4 P�ATES, NAIL SHTG. 2 x 4 min. late Sheeting To Be Continuous ST24 ST 6224 to loist - MST37 w rim 2540 2540 Ib � 1.60 .
<br /> INTERI SHEAR ALL DBL TOP PLATE TO EA. PLATE - SEE NOTE BE�OW � P � Over Rim Joist or Vertical sT s23s to joist - MST 48 w/ rim 3695 3695 �b � t.so
<br /> w/STEM 12" w/2 #4 MIN ` ANCH R�LAG BOLTS W 3x WASHER LSTA12 to Full Ht. Wall Studs 48so 4830 ib � i.so
<br /> AT OPENIN ��-}'i f�0�. . 4 � � 2-2x Continuous or Stra ed Rim ,� ST60 MST60 � rim � -a-�
<br /> MIN 7' MBEDMENT (1-5�8' x12 AB �vIIN� pP � 32 0.�. UNO on Plan . ST�2 MST72 no rim 6730 6730 Ib � 1.60 "� �
<br /> Note: Where Panel i on a rim joist the sheeting must lap the rim ` �
<br /> WhICh GOU�d tqke the piace of the second plate. Lag bolts are to NOz wall is�s�heete�d on ore�si e.Ix�2Cxas s�heet d�boihysid spHo�ldrdowns�ase ba ed on 2Q�11 Sw p�so�n NeaF�rValues UNQ. Toenail use �rim to top plate requires 2Q%
<br /> replace anchor bolts into 4x � RIM. The STHD14's are to be Perforated Shear Wall Similar. No Horizontal Straps or blocking required. � �
<br /> replaced with STHD14RJ's o� added to with MST 60's at a pony Wall to be sheeted then openings cut and all edges nailed per SCf18CIUI2. more noiis than plate nailing vai�es given �top plate. Toenails �Gt-7/4 only. Nails to be: 8D 0.131x2.5° 106 Q.148x3" 12D Q.148x3.25 16D 0.135"x3.5�
<br /> wall. MST 60's qi"e to re IaCe STHD14�5 qt a second floor AFPA SDPWS Section 4.3.5.3 Per AFPA SDPWS N:'N ratio 2:1 max for sheetrock walis. All sheetrock wall sections rr/H:W ratio of 1.5:1 to be blocked. Shestrock walis nok allowed in seismic zone E. � (�
<br /> P Anchor boits for Nold downs are to be A307 bolts or threaded rod with 2 nuts (jammed}. Min. Embedmsnt lenqth to ba 12" in the footin9: Simpson SSTB bolts can be � r
<br /> �
<br /> applicqtiofl. subsituted per the Cotalog coll-outs. Rebar is to be within 2" obove and #o the side of the head of the bolt and Simpson Strop Hoid-downs. (v
<br /> G �A TE R A L R E S R A T P A L ��LR P�� Pypsum Plall Nail�g is for all suppo�rting9members �C woll to be unblocked uniess noted otherwise. All dS6/Plywd wolls to be blocked and have Min field nailing �r 12° o.c. if � Q� �
<br /> E TRUSS DIAPHRAM F EXTERIOR STRAP TiE T IN NE H BLOCKED WINDOW SHEAR �nels are Qu�r thick or sfud s acin less than 24�� o.�.. � �
<br /> 1 _ *A35 C� top plate oniy required if Rim Joist is Flush with 5heathing or C�interior w411 & cannot be toe-nailed. �
<br /> � (INT. SHEAR WALL TO PERPENDICULAR ROOF TRUSSES) � (EXT. SHEAR WALL ACROSS UPPER F�ooR} TLRP SIMILAR (REF: APA TT � 0�) 1 WALL DETAIL ** 3x Mudsill Required. �x wall plates are required if shesting is spliced on the plate. If spliced on rim double rim required for 1 1/2" nail penetration. Note mudsill shear ��J' � "
<br /> can be different than the wali above, see calcuiation summary sheet. �
<br /> Aii walls with shears over 35Q�/ft require 3x studs or biocking at panel joints. Double studs can be substituted when nailed together at sheor wafl nailing with lOd naiis. �
<br /> � .
<br /> Aii anchor bolt spacing between 350�/ft and 6Q0�/ffi has been reduced by 509' to allow use of 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. � �
<br /> ALL ANCHOR BOLTS ON SHEAR WALL LINES TO NAVE 3"X,3"X0.229" WASHERS 23Q8,3.2, �" From Mudsill edge on side with � �
<br /> ROOF SHEATHING, 10d N ILS --� OSB/P{ywnod if shear over 200 PLF per SDPWS 4.3.6.4.3.. u�less hold-downs provided at wall ends per exception. �_ ,� � �
<br /> TO TRUSSES � 10 O.C. � � � � ;
<br /> L
<br /> �
<br /> ROOF TRUSSES 2 - 2 x TQP PLATES Q� � � �
<br /> (2) ROWS 10d PLYWOOD EDGE
<br /> SHEAR WALL PER PLAN -,� � m
<br /> NA S � 6 O.C. 3 4 PLYWOOD NAILING (TYP.) 3/4° PLY. SUBF�OOR \'�--�- cn
<br /> � 2 X MIN. BLOCKING .. � .
<br /> - TO OP P�ATE 2X6 OR 2X8 BLOCK AT PLYWOOD � � � �
<br /> W/ 12d NAILS Q 6" .C. PLYWOOD FIE D UNSUPPORTED 2X8 BLOCKING W/ 16d ^- � �
<br /> NAILING (TYP�} EDGES (SEE NAILS � 4" O.C. ` C� �
<br /> 2X4 NAILERS � SCHEDULE NOTES) � � � .
<br /> 10d NAILS � 6" O.C. � -�- -�-� � �
<br /> ROOF SHEATHING FLOOR JOISTS TYP.
<br /> T0 BTM CHORD 2 X MIN. SOLID �---�� � -
<br /> 10d NAILS (� 6 O.G 2-2x OR 4x
<br /> 16d TOE NAILS, � t'�1
<br /> 2 x RAFTERS BLOCKING AT EDGE (MIN.) AT END BEAM TO TOP PLATE �--
<br /> RBC OVER SHEAR WALLS NAILING AT SHEAR STUDS OR N.D. „ � �
<br /> PLYWOOD TO 2X4 OR TRUSS TOP �SEE SCHEDULE
<br /> PER COLUMN 6 ALL OPENINGS PER SCHEDULE TOENAIL EA, SIDE C� 9 � � „
<br /> NAILER CHORD --- COLUMN 4 - END O.C. STAGGERED � �- '
<br /> SHEAR WALL PER PLAN ALTERNATE NOTES) STUDS SHEAR WALL � � X
<br /> 3-1 6 D T O E N A I L E A C H T R U S S B E Y O N D � N �
<br /> ROOF SHEATHING EDGE NAILING AT. �
<br /> EDGE NAILING PLYWOOD EDGES PLATE NAILING �� � �
<br /> 1 TRUSS DIAPHRAM 2 x CEILING JOISTS �
<br /> � (INT. SHEAR WALL TO PARALLEL ROOF TRUSSES) /� C�HORD SS BOTTOM �11 `- � �
<br /> D SHEAR TRANSFER TO FLUSH BEAM �y � = �
<br /> B I R D B L O C K S B Y SIMPSON'S H1 � � �
<br /> TRuss sEisrnic TiEs M TYPICAL SHEAR WALL NAILING � N �- ,� ! �
<br /> RECESS STRAP & NAILS. MAX 1/4". MANUFACTURER p 48" O.C. U.N.O. � �� �
<br /> � �'��� =�� �,� � � � � SHEATHING ON � � � ,
<br /> STRAP- CENTER �-` COL. 1AOF SHEA� �
<br /> �
<br /> ON LAST BLOCK EDGE NAILING WALL SCHEDULE (TYP.) I'
<br /> PER COL. 3 OF IF REQUIRED -1F
<br /> BLOCKING SHEAR WALL _
<br /> ' SCHEDULE (TYP.) " 16d NAILING TO BOTTOM
<br /> :� PLATE PER COL. 5 OF �
<br /> CONTINUE BLOCKING SHEAR WA�L SCHEDU E
<br /> 2-A35's per OF BEAM �TYP.� MST48 W/ LSTAS & STHD10 �
<br /> Fioor Truss Blocking Panels to be suppiied by Floor rnsTso w/ sTH�i4
<br /> Blocking Panel Truss Supplier at Floor Trusses Msn2 w/ Houa and SST628L �
<br /> FLOOR TRUSSES •
<br /> PARALLEL HOLDOWN W/ SSTB CONNECTION TO �
<br /> END OF WALL FOUNDATION SHAIL HAVE SSTB
<br /> PLATE NAIL PER CONIINUED UP THROUGH PONY WALL ;
<br /> COL 3 WITH COUPLER NUT & THREADED ROD
<br /> FLOOR TRUSSES
<br /> PERPENDICULAR HOLDOWN TO BE OFFSEl" TO AL�OW �
<br /> - TOP AND BOTTOM CHORD PROPER PLACEMENT OF UPPER STRAP. SCI � 6�� O.C.
<br /> OF FLOOR TRUSS OR �
<br /> � DISCONTINUITY OF DIAPHRAM/ sHEaR Nai� sHEETiNc To CONTINUOUS SHEETING
<br /> � RE-ENTRANT CORNER TRUSS AND ACROSS RIM ACROSS TRUSS FROM �
<br /> PER DETAIL A SHEAR NAI�ING TO MATCH WALL ABOVE. ROOF BOUNDARY
<br /> BLOCKING AT ALL � UPPER WAL� PLATE STUDS PER TABLE R602.3(5) & R602.9 CLIP �RBC� � Z4"
<br /> PANEL EDGES L�WER WALL PLATE. � -
<br /> O.C. OR SHR SCH
<br /> SHEAR WALL SHEATHING ON NAIL TRUSS/PLATE PER .
<br /> SHEATHING END STUDS 1 ST FACE PER i COL. 3 FOR LOWER FLOOR � �-- . ,
<br /> SNEAR WALL CALLOUT STRAP PER FOUNDATION LAYOUT. 8d � 6 O.C.
<br /> COL. 1 OF SHEAR PANEL PLATE NAILING NOTE IF RIM JOIST MODEL CALLED �
<br /> I O HTT NAILED WAL� SCHEDULE (TYP.) PER COL. �J OF SHEAR OUT. STANDARD MODEL TO BE USED. '
<br /> B❑TT❑M PLATE T� END STUDS AND NOTE 2 WALL SCHEDULE (TYP.) 'V �
<br /> I � �� �
<br /> ..o .
<br /> � CONTINUOUS SHEETING ALT RIM �.� �.� � . _.
<br /> FROM TOP PLATE TO DOUBLE RIM WHERE DETAIL `�.�.��°° �. . � H1 CLIP C� EA.
<br /> MUDSILL. NAIL MUDSILL DOUBLE ROW OF FOUNDATION PER TABLE R403.1 ' '�� RAFT� TRUSS '
<br /> B�LT PER COL. 3 FOR MAIN PLATE NAILS oR PER P�AN . � � 2-16d � 16" O.C. �,
<br /> DIAMETER PER FLOOR SHEAR WALL � §" �
<br /> H�LD D�WN CA��ouT � � ��� ���° ��.�:;°. BIRD BLOCK LEDGER/BLOCKS .� � �
<br /> ANCH�RAGE ��.�a MAX �" PER SHEAR SCH ;� . �'� siMPsoN a35 TO WALL STUDS � � �y
<br /> � BEAM W/ PLATE SCH�DULE FOOTNOTE (SDPWS 4.3.5.1) °:��"�: FRAMING ANCHOR � � � �
<br /> SIMPS❑N HD ANCHOR BOLTS ;� . �� � . PER COL. 6 OF
<br /> AT B❑TT�M H�LD D❑WN PER COL. 7 OF . . ' , '
<br /> PLATE C3x3x3/8 r�InJ ' ��'� `��� . ����� ��� SHEAR WALL SCHEDULE
<br /> SHEAR WALL � � � ��" CRAWL SPACE : .�� :� �
<br /> F�R HD 5 5x5x5/8 SCHEDULE � .:,g � • F :. �° ���. ,.F � :. � (TYP.) ���� �� ��/�r`�� (� , � ' '
<br /> �����11'JE� �CC�� �'���P�` � �� �
<br /> . � �. �
<br /> K HOLD DOWN TO BEAM CONNECTION L TYPICAL SHEAR WAL� NAILING WALL T� FLOOR Z STRAP AT PONY WALL - CONTINUTY S WALL TO ROOF TO WALL SHEAR TRANSFER
<br /> � NOT TO SCALE � NOT TO SCALE � NOT TO SCALE ����a� �� OI �
<br /> � NOT TO SCALE
<br /> �
<br />
|