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<br /> N �DULE
<br /> N �LDOWN SC SH EAR WA �� SCH ED U LE � D X
<br /> � �
<br /> �' O DOWNS INSTALLED IN NEW FCUNDATION� wn� PER Pu� 2) �,A�Rs oF so�
<br /> FOR t1 L
<br /> SILL PLATE & BOTTOM TOP PLATE FELT OR EQUIVALENT
<br /> ,
<br /> MARK SHEATHiNG EDGE NAILING FIELD NAILING � si�� P�A� Ar�� ANCHaz eo�
<br /> CONN. C� FND CONN. PER SHEARWALL SCHEDULE. (USE AB PER PLAN � � .
<br /> THRU BOLTS OR EMBEDMENT/ MINIMUM da 5 » �, ►� 2x6 P.T. SI� P�►� W/ � �
<br /> MODEL ANCHOR BOLT 1e � � A.B. � 48 LTP4 � 20 O�C
<br /> NAILS/SCREWS STRAP LENGTH EDGE DIST. 3 " CDX ONE » „ ` ;. �—Bo�Ts m as" 0/C MIN.)
<br /> � 4
<br /> 1 � 8d C� 6 0/C 8d C� 12 0/C 0/C W/ 2x SILL W/ 2x BOTTOM : : � 1 N E �
<br /> � CE
<br /> FA . BACKFlLL W/ POROU
<br /> ►� � PLATE PLATE _ : .
<br /> 1 NA NA
<br /> LSTHD8RJ N A 24 10d COMMON 8 EMBED Xi
<br /> � � � 5 " » » C MAIERIAL (TYP) .:�. . :
<br /> 3 " ,, � � A.B. � 36 LTP4 � 14 0/ , .
<br /> r� CDX ONE 8d � 4" 0 C 8d � 12 0 C 0 C W 2x SILL W 2x BOTTOM ' . . _
<br /> � / / / / / » l ;: a � ;
<br /> FACE PLATE PLATE 6 . . _
<br /> HOLDOWN NOTES . ,. � _ ; �
<br /> , _ .a �
<br /> _ - . ., . � : . - � �
<br /> I .
<br /> 1. ALL THREAD BOLTS SHALL CONFORM TO ASTM A3�7. Q�
<br /> . _.
<br /> ; . . . -. , .� ' -�-� ;
<br /> : _ .. 4�
<br /> . . . . � . . . . . . . .. .�� . � . . . . � . . . . . ..' '' ,� . .:'...; .:; ... . .. . . . . .. M . �M �..�.. . ..: . ..�:.. : . � ..
<br /> . � . ...�� . :.� �.,�.. � . . . . � .. . .. . � .. '.:- ' . �. . . . . . .. . :;.�; ..-.. . � . .�.�� .
<br /> _ `' � �S O C , , _.. _ :
<br /> _ ; FROST DEP . e wn� w/ �a anRs � / � O
<br /> - o Psi R ALL NOT . . � : ._ .
<br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f c 250 SHEA W �S .. „ . -,
<br /> . . • EACH WAY. (2) #4 BARS � TOP. `
<br /> 18_ MIN . , . > _ cv
<br /> 1. ALL STUDS BLOCKING TOP " AND BOTTOM PLATES SHALL BE HEM--FIR N0. 2 UNLESS C � V '
<br /> > > . HOOK VERT1CAl. EtARS INTO FOOTING � _ .
<br /> � : : ' . . . _
<br /> IRE A 2x POST UNLESS NOTED OTHERWISE. HDU 1 AND HHDQ14 NOTED OTHERWISE ON PLANS. ALL- SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER ,< . . A��RrvA� HooK oiREcnor�. _ ..
<br /> O N .
<br /> 3. ALL HOLDOWNS REQU (2) .,, ...
<br /> ; ,
<br /> WNS ARE INSTALLED INTO : , : . _'
<br /> REQUIRE A fix6 D F 2 MINIMUM POST SIZE U.N.O. WHERE HOLDO FRAMING SEE NOTE 3 . - ' • • .'.
<br /> # , C # ) . . : � .' . . ,. . tn �n
<br /> R 1 .
<br /> THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHE W/ fid � N
<br /> » , , . . , ; � - , , ; _
<br /> w d- �
<br /> 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL `SHEARWALL . _: -
<br /> SINKERS STAGGERED � 4 0/C. ` : oo7iN� PEa > : . ; Q � p p '
<br /> SHEATHING MUST EXT�ND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, - 4" tb PERFORATED PLASTIC PIPE. � scH��u�E , . . - � , Q cv " v ��
<br /> .
<br /> TO WEATHER OR SOIL. FOR AND TO THE INSIDE EQGE OF FRAMING AROUND ' OPENINGS. c�N�R iN oNE cueic FooT of _ ,: , � �J � -+� `
<br /> 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED . �C � .�
<br /> » ` " ` . FREE DRAINING GRAVEL AND DRAIN ; . .' ; ,• .. ' ` 0� �
<br /> T S01 PROVf E 3 CLEAR TO ANCHOR BOLT.
<br /> CONCRETE CAST AGAINS L D : To APPRov� ou�Au_. : � �
<br /> RE SHEATHING N 1 G IS SHEARWALL 3 AND GREATER ALL FRAMING MEMBERS � ` -- Q �
<br /> 3. WHE AIL N # � _ , - � V �
<br /> � T BE L-ESS THAN A SINGLE � � m a�
<br /> 5. NAILS/SCREWS TO HOLDOiWl�i POST SHALL. BE PER MANUFACTUR�
<br /> R S SPECIf"ICATIONS. RECEIVlNG EDGE NAILING FROM ABUTTING PANELS SHALL NO
<br /> 3--INCH NOMiNAL MEMBER. ADDITIONALLY,. WHERE SHEARWALLS ARE SHEATHED ON BOTH �N D N SH EAR WALL CON N � � .�; 6� .�
<br /> � SCALE: � =1 —0 � 4�3 N � _ �
<br /> 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE
<br /> OF FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A C� � p . :
<br /> : SINGLE 3—INCH NOMINAL MEMBER OR PANEL' JOINTS MUST BE STAGGERED. IN EACH OF � � ' 3
<br /> WALL.
<br /> , _, . . , 4 > � 3
<br /> : : W
<br /> N TH E . _ : ; .
<br /> T R ISE 4 , ,, ; > . . , m .
<br /> _ THESE CASES 3x STUDS ARE RE UIRED UNLESS SPECIFICALLY NOTED 0 HE W . _ . _ ,_ c�
<br /> _ _ Q ' : �'6 3
<br /> . , . � :
<br /> . .. , .::;,: : . . ,
<br /> : . ;. _ :;
<br /> . . : - . : s... m
<br /> . : _ :
<br /> ,.: , . AY BE USED
<br /> _ :_ : - INE A 2x SILL PLATE M _ _,_ _ :
<br /> . . ,. . _ . _ _ PLANS BY THE ENG ER. FOR SHEARWALLS 3 AND 4 .
<br /> _ ,. , . .___ _ _ _ # ► ,
<br /> , . _ . _ # . ,;; . ; _ _ ,
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<br /> - _ L HED L
<br /> _ ARW L SC
<br /> : HE' SHE A . _ : : .
<br /> _ . . , _ IF TWO TIMES THE NUMBER OF ANCHOR BOLTS RE UIRED BY T
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<br /> _ . E E N 2305.3 - -'' ; . ,
<br /> = A ARE E iBC S CTIO . ; ` , . . , : : .
<br /> : . ARE USED ND VENLY SPACED SE 2003
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<br /> ATIONAL. . '
<br /> _ . _ . __ N 2306.4.1 OF THE INTERN ' _
<br /> _ _ _ _ _. __ 4. SHEARWAL� NAILI G CRITERIA IS BASED ON TABLE
<br /> _ _ _ , . _ L
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<br /> U A BASED ON
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<br /> F R N R 24 FOR :
<br /> ,: , , BUILDING CODE CDX OR REPORT E
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<br /> ..- ;, . _ , ; - RAMI MON NA LS. . _
<br /> HEM FIR N0. 2 NG WITH COM
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<br /> . SEE WALL SECTI NS ..
<br /> : ; E NDS OF MANY .
<br /> . . UIRED AT TH E - . � , • ,
<br /> . : 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQ . ,: , - . FOR s�zE ANa . . ; , .
<br /> . _ _
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<br /> , _ IN ICATED ON THE sPAc�rvc oF wn�� . .
<br /> , , , _ . __., SHEARWAL�S. SIZES AND LOCATIONS OF THESE CONNECTORS ARE D
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<br /> _ _ .
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<br /> . ,, , . OR
<br /> < ._ OLDOWN SCHEDULE F : • , .
<br /> _... .. _ . PLANS. REFER TO THE APPROPRIATE DETAILS AND OR H :; ,> ; , cn
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<br /> _. ,. ; . � _. - . • 42 DIA. _
<br /> _ . MBEDMENT LENGTH ETC. WHERE ` 2 , _ , >
<br /> . , ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, E , C ) 42 DIA. . ` ' , '
<br /> : . . . . :` . . , .. . „ -
<br /> . ... . _ - : .-; . _ ,
<br /> , , . . . : . POST PER PLAN— INSTALL � - . a 2 0 MIN � ,
<br /> : . , , _ ; _ U D AS A ST SHEARWALL EDGE NAILING MUST BE STAGGERED INTO
<br /> 2x s ARE SE HOLDOWN P0 ,
<br /> .
<br /> ' � —INCHES ABOVE
<br /> � . � ' ,�� .•
<br /> -
<br /> , .-; _ ; PLUMB 6
<br /> ,:. . , .
<br /> , . :. ,.. . . .
<br /> EACH MEMBER OF THE POST.°
<br /> : � =. , - � , • .. . • .�
<br /> . . ._ I R TO .
<br /> BOTTOM OF HOLE PR 0 . . •. •• , .. .. . �- .
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<br /> CONCRETE PLACEMENT »
<br /> . . . . .
<br /> . . � .
<br /> 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7 INTO CONCRETE OR GROUTED
<br /> _ �. . ,, d . .. ,' . . • . _ .,
<br /> ... .
<br /> _ �� » . . ' '• • . , W
<br /> CMU, AND SHALL BE PLACED T0 PROVIDE A MINIMUM OF 2 COVER. PROVIDE 3 COVER co�NER : : r-
<br /> . Q
<br /> . , .. . . ; _
<br /> . : ' _ - BAR SAME .
<br /> • .. . _ FOR CONCRETE CAST AGAINST SOlL. , : o .
<br /> : ` q SIZE &
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<br /> ._ _ : 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILT1 KWIK BOLTS SIMPSON o z
<br /> . . J — IN. — MiN.
<br /> , . � 0 M� 2 0 ALTERNATE BAR
<br /> _ , :_. • w . : ;: ' :r .., Z .
<br /> . _ . ; , ` , . REINF. :
<br /> _ . . C ON CR ETE . ;: A R W A L L S C H E D U L E M A Y B E -
<br /> ,
<br /> . , . . _ TI T E N H D B O L T S O F T M E S A M E D I A M E T E R A S S H O W N I N T H E S H E aREcnoN
<br /> . � � HO E ` ,
<br /> FIL ED L
<br /> , . . _ L : ' ,q
<br /> - � - . � . TS SHALL BE EMBEDDED
<br /> PER . :. SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOL '
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<br /> -: . - . ;:. � PLAN . � ;. , PER PL
<br /> AN
<br /> ' ` - MINIMUM OF 5 INTO EXISTING CONCRETE.
<br /> _
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<br /> - C RNER REINFORCEMENT DETAILS
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<br /> . . . _: 0 TA T WITH PRESSURE TREATED WOOD EXCEPT F
<br /> OR _; ` :
<br /> . , _ . 8. ALL NAILS AND C NNECTORS IN CON C
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<br /> 14. OSB OF EQUAL OR GREATER THICKNESS MAY 6E SUBSTITUTED F :
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