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<br /> SH EAR WA �� S � H ED U �E CDX EPoxY Ho��awN scH ��U �E
<br /> � �
<br /> *FOR EPDXY 1NSTALI�ATIONS INTO EXISTING CONCRETE ` : - A F
<br /> ;
<br /> SIL� PLATE & BOTTOM/TOP PLATE �
<br /> MARK SHEATHING EDGE NAILING FIELD NAILING ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE !
<br /> CONN. � FND CONN. MODEL
<br /> 5 „ » „ BOLT POST LENGTH DISTANCE A _ � �
<br /> � 3/8" CDX ONE „ ►, /a s� A.B. � 48 LTP4 C� 20 4/C ,► „ _ F �; ,�
<br /> FACE S d C� 6 0/C 8 d @ 1 2 0/C 0/C W/ 2 x S I L L W/ 2 x B O T T O M H D U 2—S D S 2.5 �„ s� A T R (6) �� x 2 � S D S � �„ � 3/4,� � G 1 E �
<br /> PL�ATE PLATE SCREWS N
<br /> 5/$„ �b A.B. � 36" LTP 4 � 14" 0 C >, „ — , ;
<br /> � 3/s" CDX ONE „ „ � HDU4—SDS2.5 �„ � ATR (10) �4 x 2 � SDS �2 �„ � 3�4>, p K
<br /> FACE 8d @ 4 0/C 8d Q 12 0/C p�C Wl 2x SILL W/ 2x BOTTOM SCREWS � .
<br /> PLATE PLATE » �, ,1 �t
<br /> 1 » » 5/$» � A.B. f� 3�" LTP4 C� 12" 0/C HDU8—SDS2.5 �„ � ATR �20� Y�. x 2 � SDS 17�„ � 3/4„ p K � ,
<br /> Q �2 CDX ONE 10d � 4,� ��� 10d C�? 12 0/C W/ 3x SILL W/ 2x BOTTOM SCREWS
<br /> B � ; �9
<br /> FACE 0/C PLATE PLATE � `-�-� � 0� -
<br /> „ „ „ .e. " HOLDOWN NOTES B � �
<br /> , � � � a c� 20 „ _ _
<br /> �2 CDX ONE » Od � 12 LTP4 2 7 0/C W/ 1 . ALL—THREAD BOLTS SHALL CONF
<br /> Q 10d � 2 0/C 0/C W/ 3x SILL ORM T0 ASTM A307. v �
<br /> FACE 0/C 3x BOTTOM PLATE _ � :
<br /> PI�ATE
<br /> Q ! N
<br /> 15 ►, » 10d Ca? 12" 5/8" � A.B. C�? 14" „ 2. MiNIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 25Q0 PSI. MINIMUM WALL � � :
<br /> lS� N
<br /> Q /32 CDX EACH 1 �d C� 4 0/C 0/C EACH 0/C W/ 3x SILL LTP4 C� 6 0/C W/ THfCKNESS IS 8". _ _
<br /> FACE EACH FACE FACE PI�ATE 3x BOTTOM PLATE : > O d' �
<br /> d `'`.
<br /> „ „ 10d C� 12" �" � A.B. � 12" „ 3. ALL HOLDOWNS REQUIRE A {2) �x POST UNLESS NOTED OTHERWISE. HDU11 AND � Q N v �
<br /> � ��2 CDX EACH 10d C� 3 0/C LTP4 C� 5 0/C W/ HHDQ�4 REQUIRE A 6x6 D F 2 MI N � � � � -� '
<br /> F A C E E A C H F A C E �/C E A C H 0/C W/ 3 x S I L L 3x B O T T O M P L A T E # N I M U M P O S T S 1 Z E, U.N.O. W H E R E H O L D O W N S A R E L W � �
<br /> FACE P ATE INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STlTCH NAILED G E E � v Q �
<br /> -- .
<br /> 1 5 „ „ 10D C�? 12" 5/s" � A.B. C� 10" „ TOGETHER W/ 16d SlNKERS STAGG�RED C�? 4" O f C. H � .
<br /> Q f 32 C D X E A C H 1�d C� 2 0/C L T P 4 C� 3 0/C W/ � � m a�
<br /> FACE EACH FACE 0/C EACH 0/C Wf 3x S(LL 3x BOTTOM PLATE � .. • :. .,�� .�.� � . .� . . ; . : . � .�.. .. �.. � . �.. . �. - . ,. . :, .,., . � . � . . . . � � -�:.� � `�
<br /> FACE PLATE 4. MINiMUM EDGE DISTANCE 1S FOR FORMED CONCRETE EXPOSED TO WEATHER OR � � '���� '� � ' ' �� •� � � ' � '-� � � � ��•'a � � • � � '` �"'����� �� � '.• = -�p-'� N �,n _
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<br /> SOIL. FOR eONCRETE CAS7 AGAlNST SOIL PROVIDE 3 CLEAR TO ANCHOR BOLT. � � ��..: .. �,.-.- ; :.A:�, .;a.: �. ........: � �.�� �� . .: - . �:�''�. '.. :-�.� �.. a:-. � . � . �.. r .. ,... ; :.:•.. ,:a`: . ..:_..:.: - �.=� =: . ' � . ...•.: . ,9,.. ;. . .:,�� . C� p L C4
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<br /> 5. NAILS/SCREWS T0 HOLDOWN POST SHALL BE PER MANUFACTURER'S . : � : . . . .� .� : � . .�: .:'�. :... . '��..:.� ..: .��-�a � � . ..... •.. � .,... .� - . : : - . . .- . : � . ' - cr� �
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<br /> SP CIFI A � � , �- . � . - •
<br /> E C TIONS. � ' � .i'•. �'.•�'�'• . •. a'• • p .. • - �� �. '�i. . i. ' ' • �!� a ' '•r••. d•. ii_ '4
<br /> . . .. ... ... ... . . -... - . . . _ - . . . , . . . . . . . . . . � � . � � � d .. V � . , �� � , • ' � .. •� ♦ + �.'. ♦ .'.� ' •� � ' �'� . . e •V • 'a ' !d- � ♦ •',.� '�'�, � (� j .
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<br /> . . . . � . . . . . . . .. . . •. . . . .i. .. � . . . . � . .
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<br /> SH EAR WALL N OT _ _ .,�,� c"
<br /> ES � �
<br /> _ 6. WHEN F1ELD CONDlTION BECOME LESS THAN MINlMUM SHOWN, CONTACT ENGINEER v � • -
<br /> 1. ALL STUDS, BLOCKING, TOP AND B�TTOM PLATES SHALL BE HEM FIR N0. 2 UNLESS NOTED ,:
<br /> OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE PRIOR TO PROCEEDING. Q DOUBLE TOP PLATE W/ EDGE NAILING �O STUDS C� 16 ON CENTER (�G HOLDOWN PER SCHEDULE AND � ; Z
<br /> NOTE #3). (STAGGER) Q PRESSURE TREATED SILL PLATE WITH PLAN (HDQ8-SQS3 SHOWN) -.� � O
<br /> ' .
<br /> 7. ALL HOLDOWN BOLTS MUST BE f�E—TiGHTENED JUST PRIOR TO ENCLOSING SECOND EDGE NAILING AND ANCNOR BOLTS PER =
<br /> S1DE OF WALL. OO SHEARWALL �DGE NAILING AT ALL PANEL H COORDlNATE ALL STUD AND � `
<br /> 2. SHEATHING MAY �3E lNSTALLED EITHER HORIZONTAL.LY OR V�RTICALLY. ALL SHEARWALL EDGES. BLOCKING AT ALL PANEL EDGES SHEARWALL SCHEDULE.
<br /> � ; �
<br /> TOP PLATE SPLICE NAILING T0 BE 2 10d PL.ATE SIZES w/ SHEARWALL
<br /> SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO g, HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRET f I ' ° WHERE APPL(CABLE. �F �} C ) �t
<br /> THE INSIDE EDGE OF FRAMING AROUND OPENINGS. E US NG S MPSON SET—XP O EDGE NAILING TO HOLDOWN POST (FULL NAILS � 5 o/c SINKERS (MIN). LAP 48 SCHEDULE REQUIREMENTS z
<br /> HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT N0. ER-5279. O
<br /> DRILL ANCHOR BOLT HOLES Ys" LARGER THAN ANCHOR BOLT DtAMETER. HEIGHT) STAGGER INTO DOUBLE STUDS MINIMUM. CENTER SPUCE ON STUD. QJ EDGE NAILING T0 POSTS, TRIM �
<br /> 3. WHERE SHEATHING NAILING IS SHEARWALL #4 AND GREATER, ALL FRAMING MEMBERS STUDS, AND KiNG STUDS W ..�
<br /> RECEIVlNG EDGE NAILlNG FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SlNGLE 3—INCH �
<br /> BEARING STUD F R H ` .
<br /> KQ 0 EADER �
<br /> NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON B4TH FACES, ALL _ - `
<br /> _ T . SH EAR WALL ELEVATI ON
<br /> : ,
<br /> STUDS AND PLATES RECEIVING EDGE NAILIN� FROM BOTH FACES MUST BE A SINGLE 3—INCH S D �� �
<br /> � , , » QL R{MJOIST TO BE 1Y2 MIN co I I
<br /> NOMINAL MEMBER OR F�1NEL JOINTS MUST BE OFFSET. x MAY BE SUBSTITUTEQ FOR A 1NGL • SCALE: Y =1 —0 ( I
<br /> �2�2 S ►� E 2 THICKNESS AT ALL _
<br /> 3x M MBER PR ID TH R 1 .
<br /> E OV ED E STUDS ARE STITCH NAILED TOGETHE w Od NAILS STAGGERED C� 6 . _ - ►�,
<br /> � SHEARWALLS :
<br /> F-
<br /> o c FROM ACH I E. : _
<br /> / E SD _ : Q -
<br /> :
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<br /> 4. SHEARWALL NAlLIN C IT RI 1 OF THE INT R AT I - BREAK sHEA��N�
<br /> ON PLATE AS
<br /> G R E A IS BA ED ON TA E 6 . E N IONAL BU LDING
<br /> �
<br /> S BL 23O .4 BREAK SMEATHING ON PLATE AS _ SHOWN. SEE NOTE F�R ALTERNATE. O
<br /> CODE. VALUES ARE BASED ON OSB SHEATHING w/ HEM—FIR N0. 2 FRAMING AND COMMON s�rowtv. SEE NOTE FOR ALTERNATE. DOUBLE STUD z
<br /> NAILS. — OR PER PLAN
<br /> SHEARWAL� PER PLAN NOTE: THE LTP4 AND THE SHEARWALL PER PLAN DiAPHRAGM EDGE NAILING INTO RIM
<br /> WHERE SPECIFIED (WHERE SPECIFIEQ} JOlST (10d � 6" o% MIN) `''
<br /> � � DIAPHRAGM EDGE NAfLING INTO 3x 80TTOM PLATE MAY � „ : ; .
<br /> 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AY THE ENDS OF MANY SHEARWALLS. •• SHEARWALL EDGE NAILiNG 16d NAIL EACH BLOCK (USE SDSY� x41�
<br /> 5HEARWALL EDGE NAIUNG RIM JOIST (10d � 6 o c MIN) BE ELIMINATED FOR THE . � ,
<br /> SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE {WHERE APPLICABLE) / SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BorroM P�A�s)
<br /> 16d NAIL EACH JOIST � 2 BAYS OF JOIST BLOCKING �
<br /> APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ��t'4 FROM sonoM P�A� To (us� s�sYa"x4X�" SCREW SHEARWALL #S 1-5 IF LTP4 FROM BOTTOM PLATE „
<br /> ► RIM JOIST PER SCHEDULE AT THE SHEATHING FROM THE TO RIM JOIST PER 48 0% w/ (3)10d NAILS tNTO
<br /> � FOR 3x BOTTOM PLATES EACH BLOCK ` Z
<br /> ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x s ARE USED AS A HOLDOWN POST, � SHEARWALL IS BROKEN scHEau�� (AT sM�ARwA�� ;
<br /> SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. SHEARWALL ONLY) ONLY AT THE CENTER OF oN�Y)
<br /> ; Q . C'�
<br /> THE RIMJOIST AND NAILED _
<br /> LPT4 FROM RIM JOIST TO TO THE RIMJOIST W 2 LPT4 FROM RIM JOIST TO ; � �
<br /> 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU AND TOP P�A� P�R scHE�u�E Rows oF PaNE� E�cE � joP P�A� PER scHE�u�E - �
<br /> ►� �► ' (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) � �
<br /> SHALL BE PLACED TO PROVIDE A MlNIMUM OF 2 COVER. PROVIDE 3 COVER FOR CONCRETE �' � Q �
<br /> CAST AGAINST SOIL. SHEARWAIL EDGE NAILING SHEARWALL EDGE NAILiNG FLQOR FRAMING PER PLAN , , �
<br /> JOiST PER PLAN (hJOIST �
<br /> (WHERE APPLICAB�E) (WHERE APPLICASLE) (I—JOIST SHOWN, SOLID SAWN (� Q Q .:.
<br /> SHOWN, SOLID SAWN SIMILAR) _
<br /> � SHEARWALL PER PLA SHEARWALL PER PLAN SIMILAR) .
<br /> z
<br /> 7. ALL MACHINE BOLTS SHAL� BE ASTM A307 OR BETTER. HILTI KWlK BOLTS, SIMPSON TITEN HD �Y4" RiM �oisT {M�tviMUM} G� ::�
<br /> {WHERE SPECIFIED)
<br /> FLOOR FRAMING
<br /> (WHERE SPECIFIED) 1Ya" RiM JOIST (MINIMUM) ' ` �. �
<br /> BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED (2)�sd NAi�s EacH �asr PER PLAN �
<br /> O � �
<br /> FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 33/4" To TOP p�.A� �
<br /> 34 FROM BLOCKING TO TOR PLATE � � ,
<br /> INTO EXISTING CONCRETE. DOUBLE STUD , _ �, '
<br /> � �
<br /> JOIST P RPENDICULAR JOiST PARALLEL OR PER PLAN z � � �
<br /> 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED W40D (EXCEPT FOR BORITE a B '� LL �
<br /> TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSIQN. -
<br /> -� � u--�
<br /> �L � �
<br /> F R FLOOR T0 F�OOR STRAP � o W
<br /> 9. WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS. _ LOO JDI ST SH EAR WALL CON �I ECTI ON ;
<br /> 2 3 ; � � >
<br /> ,> : _ _
<br /> 4_.. W ;:.
<br /> 10. NAILS MUST E STAGG _ _ .
<br /> B ERED WHEN SPACED AT 2 0 C.
<br /> � . ._
<br /> _ : ' � .
<br /> , H OLD
<br /> WN P T _ ,
<br /> - C} OS PER
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<br /> .AN SCHEDULE ,
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<br /> : 2 2x MfNIM M _
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<br /> F R DOUBLE SIDED - ; � .� ,�s
<br /> HOLDOWN PER PLAN _ ` ..�� . ,,., ;
<br /> �.�' �w:�
<br /> HOLDOWN POST. SEE - ; :;
<br /> SHEARWALLS THE SHEATHING _ _ , �V � -
<br /> ► HD 8 SHOWN. R ` C ��
<br /> HOLDOWN SCHEDULE OR ( Q FO _ : .. c� � �
<br /> LENGTH OF ON EACH FACE MUST EXTEND �. fwAs
<br /> STRAP {NSTALLATION � tio �j� �'t�
<br /> PLAN FOR MINIMUM
<br /> _ . �� ;
<br /> '�,
<br /> SHEARWALL CONTINUOUS BETWEEN
<br /> o �;.
<br /> RE�UIREMENTS BEND STRAP ONE ,,
<br /> HOLD�WN POSTS AS SHOWN. 10d � 6 0 C INTO �
<br /> TlME CRISPLY � _
<br /> <�
<br /> " „ J�IST e ,
<br /> - AROUND BEAM AND � • 1�d C� 6 0/C INTO BLOCKIN : ,
<br /> r
<br /> FI LL ALL N A!L � ,� a 83
<br /> o . -
<br /> : • . . �, SOLID BLOCKING BETWEE ALIGN JOIST W WALL. USE '� �,�
<br /> HOLES. ; :• ii _ „ 3 � �fotv��.�' ,
<br /> OPENING PER PLA :
<br /> , . , . �� JOISTS (1Y2 MIN WIDTH) 1 /4 LSL AS A REPLACEMENT �� `���,,�� - �
<br /> # # ,
<br /> LOCATION OF . . . ; ii FOR I—JOISTS.
<br /> . .. ��
<br /> JUN Z � ��1�
<br /> ' HOLDOWN TO BE .
<br /> T STHD14RJ .: .: 4„x4»X „ A36 _ _ :
<br /> INS ALLED ; . . Y4 :
<br /> _
<br /> T _ . . . BEARING PLATE '
<br /> YPE OF HOLDOWN TO BE
<br /> � HEADER BEAM _ brawn B : JASP�R ,
<br /> INSTALLED BEARING POS�` . ; :: � Y
<br /> •. •. PER PLAN Checked By: CI1Rl5 f:,
<br /> 6X6DF # 1 . .
<br /> , . . Date: 06-22- I 8 .
<br /> SHEARWALL DESIGNATION - SEE . , ,} -
<br /> , . H �
<br /> 2 120 CMST12 STRAP. LTP4 PER S EA WALL _ LTP4 PER SHEARWALL '
<br /> , . , • ( ) JOIST OR SOLiD , ,. ,
<br /> - SHEARWALL SCHEDULE F4R FRAMING, . .
<br /> •, •. CENTER ON TC?P OF HEADER SCHEDULE OR 1 PER SCHEDULE —JOIST OR" SOUD
<br /> NAILiNG AND ANCHORAGE C ) SAWN JOIST PER
<br /> : • :•
<br /> RE UIREMENTS : . . AND WRAP TO BOTH SIDES OF BL.00K MIN. SAWN J01ST PER ;5DA JOB NO.
<br /> Q C ) PLAN (I--JOlST
<br /> LA TE R A L M A R K I N G LE G E N D BEARING POST. FILL ALL SHEARWALL PER PLA SHOWN SHEARWALL PER PLAN PLAN (I—JOIST �3 q-9 �
<br /> ,
<br /> ROUND NAlL HQLES WITH 10d � SHOWN)
<br /> : NA��s JOf STS PERPENDICULAR _ JOISTS PARALLEL ,
<br /> _
<br /> �
<br /> . _ _ _ .. ,�-
<br /> OF�SET H Q ���� c�� ���.�
<br /> LDOWN INTERIDR SHEARWAL.L CONNECTION �� � �- STRUCTURAL
<br /> e
<br /> 5 _��� e
<br /> . 3 »_ >_o» � r
<br /> _ SCALE. / 1
<br /> �. : DETAILS
<br /> � .
<br /> � � �
<br />
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