|
_ _ _ ______-� ,
<br /> _. . . _
<br /> :..�.....__...._. ._._. ...._.____ _- _ _ __ ...._ . .___.�... .. ....... .v.. ..._ ._. �....... ..._. ...................... .. ._...._.... _._ .. .. ..__, . .. ._..... _._._. _.._.... . _. __... ......_... ....... _ . . . ...._ . _� _._ ........, __....�...._.�... .. ...,__ ...� _. _..._ .. ._... ... ._._. __.. _. . . _.. ..... ... .. .._.. _.__._ _ _.. .. _._._ _ . .. _ _....._ . . .. _.. ... _..... ._.... _.�.._ ...... ... _. _.... _. ;
<br /> ' "SIMPSON" STRAP TIE � 2 3 �, O � l / J O
<br /> PER PLAN, SEE SIMPSON O � � O ��
<br /> � NAIL REQUIREMENTS
<br /> � SHEAR WALL
<br /> PER PLAN p�s(gn Build Serviceg, Inc (36(d) 193-9659 - Shear Wall Schedule - Rev 8c - 11/13/17
<br /> UPPER FLOOR '�
<br /> ` SHEAR WALL END STUDS :
<br /> ; UPPER FLOOR JOISTS SHEAR WALL � PER PLAN NAIL ��P�R PLATE SHEATHING NAILWG (MIN PLATE NAILING A35/RBC 1/2" A.B. UNBLOCKED BLOCKED �;{ ,
<br /> PER PLAN PER PLAN NAILING � 12d t�TOP PL. SPACING
<br /> 4 � NAIL ��P R PLATE SEE SCHEDULE Gl-7 1 2" Sheetrock 5d Wallboard C�P7" o.c. 1 2X4 1 Row � �4" 3'-6"o.c. 1 2" C� 6' 100 125
<br /> MAIN FLOOR � � NAILING� ci-4 1 2" Sheetrock 5d Wallboard �4" o.c. 1 2X4 1 Row � 11" 3'-d"o.c. 1 2" � 6' 125 150
<br /> � SEE SCHEDULE G1-4+ 5/8" Sheetrock 6d Waliboard �4" o.c. 1 2X4 � Raw � 9" 2'-6"o.c. 1 2" Q 6' t45 175
<br /> � J DBL JOISTS ADD BLOCKING 2X BLOCKING �
<br /> PANEL OR BLOCK G2-7 1/2" Sheetrock 5d Wallboard �7" o.c. 1 2X4 1 Row (� 7" 1�-9"o.c. 1 2" � 6' 200 250
<br /> AT EACH END OF UNDER WALL G2-4 1/2" Sheetrock Wailboard @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 LRP 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 & BOTTOM PLATES TO INSURE PSL JOISTS APA Based on APA TT-t00F Rev April 2014 Higher Values are allowed based on Tables in Technical Topic ALL WALLS BLOCKED �
<br /> � SHEAR IS TRANSFERRED. DBL J�ISTS OR PSL SOLID BLOCKING (GLUE) ADD TRUSS OR BEAM OVER rT-�oo . , j
<br /> ` "SIMPSON° L90 � EA. SIOE, 3.5 PSL SOLID � JOIST PARALLEL � SOLID TRUSS E3LOCKING (GLUE� Edge Nailing HF S acin HF TYP HF WIND ;
<br /> < NAIL PER LOWER SHEAR WALL CALLOUT „ �
<br /> C� JOISTS PERPENDI- SHEAR WALL TO ACT AS A DRAG w
<br /> & 0 EA. END 4 TOTAL CULAR TO SHEAR WALL STRUT. MINIMUM SHEAR LOAD (� JOISTS PERPENDICULAR TO 51-6 7 16" oSB 8d c�6"o.c, or 16 5ta le C�4" 2-2x4 1-2X6 1 Row c�7" 2'-o"o,c. 1/2" � 6' 2t5 300 fY
<br /> � � ) JOIST BLOCKING TO SHEAR WALL) )
<br /> At Floor Trusses, vertical blocking to be positioned in the truss at Shear Wall W/ A-35 PER COL 6 Wf A-35 PER COL 6 TRANSFER TOP TO BOTTOM OF SHEAR WALL. NA1L PER COL 5) Sl-4 7 16" oSB Sd �4"o.c. or 16 Sta le �2.5" 2 2X4 2X6 1 Row �5" i'-5"o.c. �/2" � 4' 3�0 434
<br /> i DOUBLE JOIST OR BLOCKS WHERE DOUBLE PLATE NAILING REQ'D TRUSS IS 3000 LB UNO s1-3 � �s" ose ad c�3"o.c. z-zxs 3-zx4 � Row �4" t'-o"o.�. 5/8" � �•�' aoo 560 ,: '
<br /> ! Sl-2 7 16" OSB 70d �2°o.c. 1-DF 2-4x4 2 Row C�D2.5" 8"o.c. 5�8�� � 2.5�** 544 763 � ,
<br /> i
<br /> � A EXT. SHEAR WALL TRANSFER B INTERIOR STRAP TIE C INTERI(JR SHEAR WALLS TO C1 INTERI�R SHEAR WALLS TO s,-2P� s° P� wo d 10d 02"o.c. 1-DF 2-4x4 2 Row �2.5� a��o.c. 5/8" � 2.5'** 800 �,20
<br /> ; S2-6 7 16" OSB 8d C�D6"o.c. or 16 sta le �4" 3-Zx4 2-2x6 1 Row �3" 12"o.c. 5/8" C� 1.5 430 6Q0
<br /> 1 ACROSS UPPER FLOOR 1 (INT. SHEAR WALL TO FLOOR BEAM) 1 FLOOR BELOW 1 FLOOR TRUSS f WALLS BELOW s2-a � ,6�� oss 8d �4��0.�. o� ,s 5tQ �e �2.5° 4-2x4 3-2x6 2 Row �5° 8��0.�. 5/$" � 2.�'** s2o 8ss
<br /> � S2-3 7 16" OSB 8d �3"o.c. 4-2x6 1-4x4 2 Row C�3.5" 6"o.c. 5/8�� � 2�*'` 800 1120 �
<br /> �VARIES (SEE PLAN) Ref: AFPA SDPWS Section 4.3.5.2 Design for Force Transfer s2-2 � �s" oss �od �2"o.c. 1-DF 2-4x6 z Row �z" �"o.c. 5/s" � 1.3'** 1088 1525
<br /> EXTENT OF 16" MIN. Tension
<br /> ; HEADER 2X4 TOP PLATE QR PONY WALL ABOVE Hold Down Schedule - Simpson or Equal Wind Seismic Cracked
<br /> ; Double Vert. 2x4 � GARAGE DOOR HDR. MIN. 3x11.25 Blocking at All Panel Edges Req'd A35 A35 - Detail 4 in sim Son cataio soo soo �b c� �.s
<br /> ; VARIES �loor Truss or I Joist Rim (SEE FRMG. PLAN FOR SIZE� qg 48�� Ht Ht - Truss to to late lateral 415 415 Ib � 1.6
<br /> NAIL THRU ROOF SHEATHING -� '"`` Full Panel Width LSDTHS LSDTH8 LSDTH8RJ-6" wall 00.5"-12"+ f. outside corner 1690 1220 Ib Q 1.6
<br /> TO 2X4 BLOCKS TYP1 ... ' NAIL O.S.B. TO HDR. W 8d � 3" O.C. Fuil Panel Width
<br /> � i •'.� „ � LSDTH8 L5DTH8 LSDTH8RJ-8" wall C�0.5"-12"+ f. outside corner 2230 1610 Ib � 1.6 � _
<br /> (2) STUDS PER >-- � � OR 15g STPLS � 2.5 O.C. TYP. �,
<br /> ' J2 R�WS LSDTH8 LSDTHB LSDTHSRJ-8" wall �12"+ from corner 3115 2250 Ib Q 1.6 �,,....,,d,� �...
<br /> � MST HQLD-DOWN z 2-2x4 STUDS MIN MSTA36 STRAP � sa� �' -
<br /> 2X4 BRACE a 16D @ � STHD10 STHD10/STHDIORJ-6" wall Q0.5"-15"+ f. outside corner 2050 1435 Ib � 1.6 �v. p;f'ia , y
<br /> (Typ. 4 Locations)
<br /> � �> �+ � z 3" ❑�C, STHD10 STHD10/STHDtORJ-8" wall C�0.5"-15"+ f. outside corner 3145 2175 Ib � 1.6 "''�
<br /> � (3} 12d(TYP) 2X4 BLOCKS ABOVE SIMPSON ST6236 � o LSTA24 VERTICAL STRAP
<br /> i � � @ ❑PP�SITE ❑F SHEETING � STHD10 STHD10/STHDiORJ-8'� wall t�t5"+ f. outside comer 4755 3400 Ib � 1.6 �� � �"'
<br /> SHEAR WALL STRAP HOLDOWN W/ o � .� �: ' N ='��
<br /> � (40) 16d X 2-����� NAILS. ,� (, °7 STHD14 STHD14/STHDI4RJ-6" wall C�0.5"-21"+ f. outside corner 3200 2685 Ib � 1.6 4 0 �c�:�
<br /> x � NAIL � A L PLTS. HQRS. & = y•
<br /> � . ' "� W �^T S T U D S W 8 d C� 3 O.C. T Y P. S T H D 1 4 S T H D 1 4/S T H D 1 4 R J-8" w a l l C�0.5"-2 1'�+ f. o u t s i d e c o r n e r 4 1 6 5 3 5 0 0 I b @ 1.6 �7'•:'',� �' `'> .
<br /> F G D T R U S S E S F I L L A L L H O L E S W N A I L S. � o � , � � b{S, •
<br /> �� / � � OR W/15g STAPLES � 2.5' O.C. TYP. o �X 4 Blockiflg Min. STHD14 STHD14/STHDI4RJ-8" wall �21"+ from corner 5345 3815 Ib � 1.6 d �' •
<br /> ; C� 24 O.C. Q o 2-2x4 AT A Y O.S.B. JOINT 16D�3 o,c. n- �'� / /
<br /> � 45 ° MAX JOISTS PER PLAN I �'- IN MIDDLE 24' OF PANEL ` HDU5 HDU5 w 5/8'� SSTB24 6° Wail Min 5'� from Endwall 4470 3325 Ib A.B. DF
<br /> � A35 CLIPS PER a o cn � HDU5 HDU5 w/ 5/8" SSTB24 6" Wali Min 42° from Endwall 5025 374Q Ib A.B./DF
<br /> � SHEAR WALL SCHED. (2) STUDS PER � W ���6�J O.S.B. (5/8�� T1-11 � TLRP) Q HDU8 HDU8 w 7 8" SSTB28 8" Wail Min 5" from Endwall 7615 6395 Ib A.B./DF
<br /> MST HOLDOWN J i �
<br /> i � STHD14 OR PLAN NOTE GALL-OUT. H�ua HDUB w 7 8" SSTB28 8" Wall Min 50" from Endwall 7870 7870 Ib w-4.5DF
<br /> EDGE NAIL PLYWOOD � INSTALL PER MANF. RECOMMENOATION. `�'
<br /> i INTERI SHEAR ALL DBL TQP PLATE TO DBL STUD (TYP). CONTINUO 2-2X4 PLATES, NAIL SHTG. 2 x 4 (min. plate) Sheeting To Be Gontinuous ST24 sT s22a to loist - MST37 w rim 2540 2540 �b � i.so
<br /> i w/STEM 12" w/2 #4 MIN TO EA. PLATE - SEE NOTE BELOW Over Rim Joist or Vertical sT s23s to joist - MST 48 w/ rim 3695 3695 Ib � 1.60 �
<br /> ANCHQR�LAG BOLTS W� 3x� WASHER LSTA12 to Full Ht. Wall Studs MST6o � rim 4830 4830 Ib � 1.60 � .�
<br /> ' AT OPENIN i . MIN 7' MBEDMEN7 (1-5/8 x12 AB �11N) 2-2x Continuous or Strapped Rim @ 32° o.c. UNO on Pian `
<br /> ! Note: Where Panel i on a rirn joist the sheeting must lap the rim T�2 MST72 no rim 6730 6730 ib � 1.60 (r \� � '
<br /> ; which could take the place of the second plate. Lag bolts are to NOi�S: c���s�ci o�t 201� IE�� �r��i Ir��I��;�t�� St�an�J�art�s c��sur�Ee E-1� for F�r�{,�t� rr�ttt�ri�l u.n.c?. \a._.►' Q�1
<br /> replace anchar bolts into 4x � RIM. The STHD14's are to be Perforated Shear Wqll Similar. No Horizontpl Stra s or blockin re uired. Y,-� �+��� _� 3�����a a,� �r,� �e�A. x2-� 3� �h��t�� bot�, �����. x��r�--���r,� �r���a�� �r� 2�<t �t�„�3��, w��,r.� v����� u�cs. r�����w �v� �r;r�, ��3 t�� Fc�t� r������� 20�
<br /> e C d W�t S 14R �S ' P 9 9 mo�s 33rsi3s th�n pia�e r<.�siliny v�lu�s gi�crc � te� f,lut�. Taes?c�ils �Gt-7JF or4y, s��i93 to 6s: �t3 (}.131�2.5'° i�st) p.1��3;s3" 12? (i.d a3:�3.2:� i6i} 0.135'x3.5° � �
<br /> r pla e i h THD J or odded to with MST 60 s at a pony Wall to be sheeted then openings cut and all edges nailed per schedule. ��� ��,� �ar�°�r� t�.�v r��g� z:1 ���� t�r Gn�Ft�a�� �����. �„� ��,��tr��� �a�� ��ct��-�� �/F�:�r r�tr�� �o �.�.j t� �� ���v��a. �3���r�fi� ,����� ��t �€�g�E� ;n ��a����� a�w��� �. � (�
<br /> wall. MST 60's are ta replace STHD14's at a second flaor AFPA SDPWS Section 4.3.5.3 ,nf,�n�� ���E� �;�� '���� �������� ��� t� �� �t��7 boits or thr���e� ro{� �at�, 2 �.,at� {°.��-3�„��}. aaFn: ��;���u�j,�rt ���,�tt� t� �� �z° ;�E i�,� st3�t�nR�� s;�n���-r� s�� �o�ta r�rt b� 1-
<br /> � a lication. ; �� ` '� �
<br /> PP suhsii�t�d p�r tt��; Ca�Rag cc�P3-�uts. � ,�cr is to be ,vithirr 2" above as3d �a t43s 43�� v; the h��� <�f the br�lt vt�c! �;rr���nr� Stra� �luld--�o�ns. � � �
<br /> ! Gyp�usr� '��.5 N�ailing i� fer ail su��arfir�g rrE�rribers �'�. w�rii t3 be ut��,Sorked unless s�oE�� ofihwrxis�. Ail t}5�%Pl��sd xr�;is >o�as t�l,�k�� uri�l hc�ue tri�� f'€e(� r�cs't�i�aq � E2`. a.+:. if �.(�
<br /> E TRUSS DIAPHRAM F EXTERIOR STRAP TIE G LATERAL RESTRAINT PANEL "LRP" N BLOCKED WINDOW �HEAR �'°�'�'� �� ���� �� �"��� °� `�`�� ��'��'�� '��� ��'�° ��`° t'.�.. �A' �
<br /> � �r135 C� t�-g: �9��E� �rly r�eyu[r�d @f P,i�r� ud3st is �1«v l� vait t€ �P����?i�s'nf� r;r �Int<;ricr �tr�i l �C cartnis t bn toe-nta!l3W�1. � � �
<br /> INT. SHEAR WALL TO PERPENDICULAR ROOF TRUSSES EXT. SHEAR WALL ACROSS UPPER FLOOR � - �� 3x °P9�.'�9 si1! R�<�u3r�n�1. 3x x c;il g�l�at�s v,�. re�{uire� if sF�e��ir�<� is s p(i�.cd ,n !I�e �1��t�. li u piic�-� �a� rirr3 Jo��i�ie rir:� r�z��aireJ ivr 3 i j2" ��.;I ��rSW?rrst�r���. ;�l�t�; r,��a�.isi(l ��-�dc�r �
<br /> 1 ( > 1 ( ) T L R P S I M I L A R (R E F: A P A T T 1 0�) 1 W A L L D E T A I L �� � ��
<br /> cc€i i�P ciiifer�nt the�� ttse s�rall c�t;ove, see c«Icu(atio�s suEnrr3ar,v sheet. � �`�...►' � '�
<br /> � AI! �rc�!(� ���tit s1�����s �v�=r 3w��mJft r�;��uire 3x s?E��� �r (:I�cking ut �er;El f�s;ir;�s. �����le studs c:�r� �� suF�s#i!�.�ted vrf3:r� r�Jil�=J tc���tt��r est >i�r;ar zva11 nnEl:€F� �raitt� lvd €�uios. �
<br /> r�il anct�cr balt ���sc�r�g 9�ef�ree�r 35Q���i an� �Q(}j��ft 9��as bean rsducerl by 5U�ta c�El3�� usE of 2x piat�. lf 3x �iake is use�i P�alt s��=:�t�� can be dou�,lsd i� these cas��. � � �
<br /> ' ��.L ��aCF��J§� �C��1�5 �J�� ;��r��� �PI�1L.L LI�lE� TO �1�VE 3`;;t3";��.22�" �IAS���.R� ��C3�,�,2, �" �"€��r�� ;Y����i3� �f��� un �i�e �vi�h � � ` � �
<br /> F ROOF Si1EATHING, 10d N ILS -� �S�/Ply�v�os� if si��ar �v�r 2C�C� PLF �aer SDF'4�� �+.3.�.r�..��.. ur�les� ���3�����an� pr�vic�ecl ai �vull eri{.is �er �xce�ti�ri. �_ ,- � ' '
<br /> ; TO TRUSSES (� 10" O.C, �r � �-�
<br /> ; � � � �
<br /> ` ROOF TRUSSES 2 - 2 x TOP PLATES � � O � t
<br /> " (2) ROWS 10d PLYWOOD EDGE SHEAR WALL PER PLAN �s � m
<br /> ` NA S C� 6 O.C. 3 4 PLY`NOOD NAILING (TYP.) 3/4" PLY. SUBFLOOR �---->- �
<br /> ! TO OP PLATE / 2 X MIN. BLOCKING � � ; Q7
<br /> ` 2X6 OR 2X8 BLOCK 1- �
<br /> F AT PLYWOOD
<br /> ` W/ 12d NAILS � 6° .C. PLYWOOD FIELD EDGES P(SEE� 2X8 BLOCKING W/ 16d ,--- � � ,�
<br /> ` 2X4 NAILERS NAILING (TYP.) SCHEDULE NOTES) NAILS � 4 O,C. � � � �
<br /> ` 10d NAILS (� 6° O.C. ROOF SHEATHING FLOOR JOISTS TYP. � _�, �
<br /> ; TO BTM CHORD 2-2x OR 4x
<br /> 2 X MIN. SOLID 16d TOE NAILS � (� t
<br /> ; lOd NAILS 0 6" O.C. RBC OVER SHEAR WALLS 2 x RAFTERS BLOCKING AT EDGE (MIN.) AT END BEAM TO TOP PLATE �. • ,
<br /> NAILING AT SHEAR STUDS 4R H.D. �
<br /> PLYWOOD TO 2X4 PER COLUMN 6 OR TRUSS TOP ALL OPENINGS PER SCHEDULE TOENAIL EA, SIDE (� 9" � � „
<br /> NAILER CHORD �SEE SCHEDULE �
<br /> i COLUMN 4 - END O.C. STAGGERED �
<br /> SHEAR WALL PER PLAN ALTERNATE No�s) STUDS SHEAR WALL ,� � X
<br /> ' ROOF SHEATHING 3-16D TOENAIL EACH TRUSS EDGE NAILING AT BEYOND � N � -
<br /> ' EDGE NAILING PLYWOOD EDGES PLATE NAILING ° � �
<br /> I TRUSS DIAPHRAM z x CEILING JOISTS � � ' �
<br /> ; OR TRUSS BOTTOM ,{�,�� �- �
<br /> � (INT. SHEAR WALL TO PARALLEL ROOF TRUSSES) CHORD D SHEAR TRANSFER TO FLUSH BEAM �� � � �
<br /> BIRD BLOCKS BY SIMPSON'S H1 � � � �
<br /> � TRUSS SEISMIC TIES M TYPICAL SHEAR WALL NAILING
<br /> �. � � �
<br /> � RECESS STRAP & NAILS. MAX 1/4". MANUFACTURER p 48° O.C. U.N.O. �'�
<br /> 1
<br /> �
<br /> ,<<;
<br /> i v�`:;� �� SHEATHING ON •
<br /> i
<br /> � , �_�, �
<br /> ; ���� � �-------"2N D FACE P ER ��
<br /> � STRAP- CENTER
<br /> QN LAST BLOCK EDGE NAILING COL. 1 OF SHEAR
<br /> PER COL. 3 OF WALL SCHEDULE (TYP.) �
<br /> BLOCKING SHEAR WALL IF REQUIRED
<br /> � SCHEDULE (TYP.) 16d NAILING TO BOTTOM
<br /> i A^ SHEAR WALL �CHED�UFE � �
<br /> CONTINUE BLOCKING
<br /> ' 2-A35's per OF BEAM (TYP.) MST48 W/ LSTA8 & STHD10 f
<br /> Floor Truss Blocking Panels to be supplied by Floor MSTso w/ s�o�4 �
<br /> Blocking Panel Truss Supplier at Floor Trusses rnsn2 w/ H�ua and SSTB28L ;
<br /> f FLOOR TRUSSES : �
<br /> PARALLEL HOLDOWN W/ SSTB CONNECTION TU � '`�
<br /> � ENO OF WALL FOUNDATION SHALL HAVE SS1B '
<br /> ' PLATE NAIL PER CONTINUED UP THROUGH PONY WALL
<br /> COL 3 WITH COUPLER NUT & THREADED R00
<br /> ; FLOOR TRUSSES
<br /> � PERPENDICULAR HOLDOWP! TO BE OFFSET TO ALLOW � -
<br /> ; TOP AND BOTTOM CHORD PROPER PLACEMENT OF UPPER STRAP. 8d Q F�� O.C.
<br /> ; OF FLOOR TRUSS OR �
<br /> E � DISCONTINUITY OF DIAPHRAM/ SHEAR NAIL SHEETING TO CONTINUOUS SHEETING
<br /> � TRUSS AND ACROSS RIM r �
<br /> i � R�--ENTRANT CURNER PER DETAIL A ACROSS TRUSS FROM SHEAR NAILING TO MATCH WALL ABOVE. ROOF BOUNDARY �
<br /> i BLOCKING AT ALL ' UPPER WALL PLATE sru�s PER rAe�E Rso2.3(s) & Rso2.s CLIP (RBC) C� 24"
<br />� ' PANEL EDGES � LOWER WALL PLATE. O.C. OR SHR SCH ,
<br /> f NAIL TRUSS/PLATE PER
<br /> SHEATHING END A STUDS L 1 ST FAHCEGP�R � � COL. 3 FOR LOWER FLO�R i �� � e ,
<br /> S H E A R W A L L C A L L O U T S T R A P P E R F O U N D A T I O N L A Y O U T. H C J � 6 O.C.
<br /> O COL. 1 OF SHEAR PANEL PLATE NAILING NOTE IF RIM JOfST MODEL CALLED ' • i
<br /> I HTT NAILED WALL SCHEDULE (TYP.) PER COL. 5 OF SHEAR OUT. STANDARD MODEL TO BE USE0. �
<br /> B�TT�M PLATE � T❑ END STUDS AND NOTE 2 WALL SCHEDULE (TYP.) " � ry��
<br /> � � O ��
<br /> a . �
<br /> CONTINUOUS SHEETING ALT RIM
<br /> , ;,
<br /> FROM TOP PLATE TO DOUBLE RIM WHERE DETAIL �r �; ��. °J H1 CLIP C� EA.
<br /> ' MUDSILL. NAIL MUDSILL DOUBLE ROW OF FOUNDATION PER TABLE R403.1 " ` RAFT� TRUSS '
<br /> PLATE NAILS oR PER P�AN ------- j
<br /> B�LT PER COL. 3 FOR MA�N 2-16d C� 16�� O.C. � �
<br /> DIAMETER PER FLOOR SHEAR WALL LEDGER BLOCKS `� �
<br /> HOLD DOWN CALLOU7 � •`�, ,,q ° ��e ° � BIRD BLOCK �
<br /> � ANGH�RAGE +� MAX �" PER SHEAR SCH s . �`� SIMPSON A35
<br /> ���� TO WALL STUDS � � ,j
<br /> ` BEAM W/ PLATE � SCHEDULE � ���� �.`� FOOTNOTE (SDPWS 4.3.5.1) � ����-. FRAMING ANCHOR � � �
<br /> AT B�TT�M SIMPS�N HD � ANCHOR BOLTS , �� . .p
<br /> ' H�LD D�WN PER COL. 7 OF � ' PER COL. 6 OF
<br /> ; PLATE C3x3x3/8 min,) ° .� ����. - ����"�, SHEAR WALL SCHEDULE
<br /> � SEE PLAN SHEAR WALL � CRAWL SPACE � � , (TYP.) � �
<br /> ; SCHEDULE °�: - • �
<br /> FOR HD15 5x5x5/8 (;���� �j� �� �� ! � �
<br /> �r ~� � � �
<br /> ���i�111l�� ��� ������' - �
<br /> � � � -
<br /> � � �
<br /> ;
<br /> � K HOLD D�WN T� BEAM CONNECTION L TYPICAL SHEAR WALL NAILING WALL T� FLOOR I� Z STRAP AT PONY WALL - CONTINUTY S WALL TO ROOF T4 WALL �HEAR TRANSFER
<br /> ;
<br /> ; � NOT T'O SCALE � NOT TO SCALE � NOT TO SCALE '
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<br /> � NOT TO SCALE ��� o�
<br />
|