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<br />2NT
<br />SHEARWALL ELEVATION
<br />POST PER PLAN/HOLDOWN
<br />R PLAN
<br />HOEDOWN PER
<br />x -
<br />A
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<br />DOUBLE TOP PLATE W/ EDGE NAILING
<br />2-2x MIN
<br />SCHEDULE ( )
<br />(STAGGER)
<br />Lockhart
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<br />SHEARWALL EDGE NAILING AT ALL
<br />PANEL EDGES. BLOCKING AT ALL PANEL
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<br />EDGES WHERE APPLICABLE.
<br />WEB STIFFENER INSTALLED
<br />ANCHOR BOLT PER.
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<br />SNUG FOR I JOISTS: NO
<br />HOEDOWN SCHEDULE
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<br />EDGE NAILING TO HOEDOWN POST
<br />STIFFENERS REQ'D FOR
<br />SOLID SAWN. PLACE
<br />8811 9ihi Puce \Ale °t
<br />POST/STUD PER.
<br />2x6
<br />EVCCO�,]., WA 98204
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<br />(FULL HEIGHT) STAGGER INTO
<br />PLAN/SCHEDULE/Z-BOTTOM
<br />SQUASH BLOCK EA SIDE OF
<br />PLATE PER
<br />DOUBLE STUDS
<br />JOIST. WHERE HD DOES NOT
<br />SHEARWALL SCHEDULE
<br />LINE UP OVER JOIST USE
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<br />Owner:
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<br />STUDS AT 16" ON CENTER
<br />HOLDOWN PER PLAN
<br />SQUASH BLOCK EQUAL TO
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<br />RIM JOIST PER PLAN. 1y
<br />WIDTH OF HD POST ABOVE
<br />Lockh r t Family
<br />Lockhart
<br />4x MIN).
<br />( )
<br />MIN WIDTH AT
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<br />PRESSURE TREATED SILL PLATE
<br />SHEARWALLS.
<br />WITH EDGE NAILING AND ANCHOR
<br />BOLTS PER SHEARWALL SCHEDULE.
<br />PRESSURE TREATED
<br />PRESSURE TREATED
<br />SILL PLATE PER
<br />SILL PLATE PER
<br />F
<br />TOP PLATE SPLICE NAILING TO BE
<br />SHEARWALL SCHEDULE:
<br />SHEARWALL SCHEDULE.
<br />_
<br />(12) 10d COMMONS (MIN). LAP 48'
<br />MINIMUM. CENTER SPLICE ON
<br />''
<br /><. " STEM WALL AND
<br />STUD:
<br />VERTICAL BAR PER
<br />ANCHOR BOLT PER
<br />F:
<br />1 !
<br />FOOTING PER PLAN.
<br />FOUNDATION
<br />DETAILS
<br />,
<br />HOEDOWN SCHEDULE.,
<br />a SEE NOTE '4' FOR POST
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<br />FOR HHDQ11, HHDQ14,
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<br />HOLDOWN PER SCHEDULE AND
<br />WITH
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<br />PLAN
<br />STANDARD HOOK
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<br />CONNECTIONS
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<br />TO FOOTING
<br />REFERENCE THE
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<br />WITHIN 4" OF EACH
<br />HOEDOWN SCHEDULE
<br />PO Box 82581,
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<br />COORDINATE ALL STUD AND PLATE
<br />SIDE OF ANCHOR
<br />FOR FOOTING
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<br />KCi�fTiCi r a3
<br />SIZES w/ SHEARWALL SCHEDULE
<br />BOLT, TYPICAL
<br />REQUIREMENTS)
<br />REQUIREMENTS
<br />NEW/EXISTING STEM
<br />—PLAN/DETAILS.
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<br />SHEARWALL SCHEDULE
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<br />SILL PLATE MATERIAL AND 1
<br />SHEARWALL SHEATHING FASTENER TYPE PANEL EDGE PANEL FIELD BOTTOM PLATE SIZE ALLOWABLE CAPACITY ALLOWABLE CAPACITY
<br />e ANCHOR BOLT SIZE AND SPACING HOEDOWN POST PER 46136
<br />MARK MATERIAL AND SIZE NAILING NAILING AND CONNECTION FOR SEISMIC LOADS FOR WIND LOADS �� ��>
<br />(MIN EMBED 7") PLAN/ SCHEDULE �R
<br />_.. PT 2x SILL PLATE w/ ®®e ��
<br />2x BOTTOM PLATE w/ 16d AT
<br />STRAP PER PLAN S NAL
<br />G Jrl > 6" O.C. 310 PLF 435 PLF o i
<br />/2 0 AB @ 36 O.C. 6 O.C. INTO RIM JOIST/BLOCKING a 8/3i7121
<br />- 10d COMMON PT 2x SILL PLATE w/ B ®® -----
<br />2X BOTTOM PLATE w/ 16d AT © 2021 NKH Engineering
<br />SV,I-4 ie �� OSB OR 4" O.G. 460 PLF 645 PLF
<br />Y32 NAIL 1.1/2 MIN Y" AB 28" O.C. 4 O.C. INTO RIM JOIST/BLOCKING ®® These drawin sarethepro property ofNKHEngineering and
<br />( @ H®LDOWN POST/STUDS 9 P p Y
<br />PLYWOOD ° ° are not to be used or reproduced in any mannor without
<br />PENETRATION 12 O.C:
<br />PER PLAN / SCHEDULE START NAILS 14'UP F
<br />SHEATHING INTO FRAMING FIT 3x SILL PLATE W/ 3x BOTTOM PLATE w/ 16d AT FROM BOTTOM OF prior written permission.
<br />� W-3
<br />°°
<br />ONE FACE MEMBERS) 3„ O.C. 600 PLF 840 PLF ------
<br />�" i� AB @ 2(�" O.C. 4' O.C. INTO RIM JOIST/BLOCKING STUD, 21" MIN OF
<br />�r HOLDOWN STRAP PER NAILED LENGTH ON Revisions:_ PT 3X SILL PLATE w/ 3x BOTTOM PLATE w/ (2) ROWS OF
<br />^ „ PLAN. CENTER BETWEEN
<br />„ SIMPSON 6 SDW SCREWS AT 770 PLF 1077 PLF (14) 10d IN FACE OF POST [(38) 10d MIN]
<br />... O AB @ 14 O.C.
<br />o° FLOORS BEAM, (4) 10d IN TOP ®® r �s
<br />6 O.C. INTO RIM JOIST AND BLOCKING Revision 101"i I-.��I.10 J
<br />OF BEAM °
<br />1 8/30/21
<br />SHEARWALL NOTES
<br />o °
<br />1. ALL STUDS, UDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE DOUG-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS: ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING SEE NOTE ##3 :
<br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOEDOWN POSTS AND CORNERS AND TO THE INSIDE
<br />' ° 16d NAILS FROM KING °'
<br />EDGE OF FRAMING AROUND OPENINGS. CLEAR SPAN 5 (� ° (14) 10d IN FACE OF
<br />NO NAILS STUD TO HEADER/BEAM BEAM 4 10d IN
<br />REQUIRED BOTTOM OF BEAM
<br />3. WHERE fCL SHEATHING NAILING IS SHEARWALL TYPE SW 3 AND GREATER ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT B LE THAN SINGLE 3-INCH NOMINAL i
<br />_. - _. HAL O E SS A A S G NC O
<br />MEMBER. ADDITIONALLY, - MATCHING STRAP EACH HEADER/BEAM PER PLAN
<br />A ITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL_ MEMBER OR ; o
<br />o ° END OF HEADER/BEAM.
<br />PANEL JOINTS S MUST BE OFFSET. (2)2x MAYBE SUBSTITUTED FOR A SINGLE 3x MEMBER PROVIDED THE STUDS ARE STITCH NAILED TOGETHER w/ 10d NAILS STAGGERED AT 6" O.C. FROM EACH SIDE. ° ° (114DEEP MINIMUM
<br />START NAILS 1y" DOWN��..R,�
<br />MSTC66B3, 94MIN @ MSTC48B3)
<br />° ° FROM TOP OF STUD 21"
<br />L - n O° (1) 2x KING STUD w/ 16d °
<br />4. Sa-IE/lRV\A°...� NAILING CRITERIA IS BASED ON i ABLE 4.2A OF THE AF�PA SPECIAL DESIGN. PROVISIONS FOR WIND AND SEISMIC. VALUES ARE BASED ON OSB OR PLYWOOD SHEATHING w/ DOUG FIR N0. 2 ° „ ° ® MIN OF NAILED LENGTH ON
<br />8 O.C. TO TRIM STUD FRAMING AND COMMON NAILS: FPOST [(38) 'I Od MIN]LOOR FRAMING PER ° °
<br />o° PLAN e `
<br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE TRIM STUD/POST PER PLAN/SCHEDULE,
<br />, ., _.E 2 2x MINIMUM. SEE PLAN FOR ANY
<br />APPROPRi I E DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL INFORMATION REGARDING ANCHOR B B ()Permit OLTS, EM EMBEDMENT LENGTH, ETC. WHERE (2) 2x s ARE .USED AS A HOEDOWN POST, SHEARWALL HOEDOWN POST/STUDS ��� ¢��a
<br />HOEDOWN REQUIREMENTS AT BASE
<br />EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF THE POST. PER PLAN/SCHEDULE
<br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU AND SHALL BE PLACED TO PROVIDE A " MINIMUM OF 2 COVER. PROVIDE 3 COVER FOR CONCRETE CAST 3 TYP FLR TO F-ILR STRAP 4 STRAP HD BEAMMEADER Issue Date: August 30th, 2021
<br />AGAINST SOIL_
<br />2 1n 1`® ro
<br />°
<br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTi KWIK BOLTS/SIMPSON TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE SUBSTITUTED FOR Drawn By: Aid
<br />ANCI FOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 3X" INTO EXISTING CONCRETE. Il ed By: r ;s aH1
<br />HOLDOWN SCHEDULE HOLDOWN
<br />WN NOTES
<br />8, ALL. NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION:
<br />HOEDOWN THREADED EMBED MIN EDGE MINIMUM
<br />TOTAL FASTENERS CAPACITY REMARKS Sheet Name-
<br />0, WIRE STAPLES MAY BE SUBSTITUTED FOR NAILS IN SHEAR PANELS. MARK ROD SIZE INTO CONCRETE DISTANCE POST SIZE 1. ALL -THREAD BOLTS SHALL CONFORM TO ASTM A307.
<br />LTT „ 2 2x 8 10d x 1�
<br />19 � >� 10 2y O O � 1310# SEE DET 2/S2 ,$. ,�� � s_,.
<br />_.S_ —. P. m -2" • .-_.__._ _._._ :.. , u ei N ,� ii .+ �'1 .a^sa to-..:�x
<br />10. NAILSI�aiuS a �E STAGGERED WHEN SPACED AT � O/C.-- - _._ _ - 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH (f c) SHALL BE 2500 PSI. MINIMUM WALL THICKNESS IS 8 , U.N.O. ON �`�°
<br />a n „ „ PLAN OR DETAILS:
<br />HDU4 0 0 12 3 (2) 2x (10) SDS Y x 4565# SEE DET 2/S2 !, -' ' f
<br />11. PROVIDE , . MINIMUM 01= 3 x 3 ,. 0.229 PLATE WASHERS AT ALL ANCHOR BOLTS. THE EDGE OF THE PLATE WASHER MUST BE LOCATED NO MORE THAN Y2FROM THE INSIDE FACE OF THE SHEARWALL ,
<br />„ 3. ALL HOLDOWNS REQUIRE A (2)2x POST UNLESS NOTED OTHERWISE.. WHERE HOLDOWNS ARE INSTALLED INTO THE
<br />SHEATHING. FOR SHEARWALLS SHEATHED ON BOTH FACES, SQUARE PLATE WASHERS SHALL HAVE A MINIMUM SQUARE DIMENSION OF SILL PLATE WIDTH MINUS 14.5 x 4.5 x 0.229 WASHER FOR _ -,:
<br />(E.G.( WIDE FACE OF THE STUD, STUDS MUST BE STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED AT 4" O.C. ' .- � � 1 �
<br />3x6 SILL PLATE.) �i
<br />- 4:-FOR POST INSTALLED CONDITIONS, THREADED ROD MAY BE PLACED IN SIMPSON SET-XP OR HILTI HY-150 EPDXY,
<br />UNO.
<br />5. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST Sheet:
<br />- - AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT.
<br />6. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS.
<br />7. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING,'
<br />nil i s
<br />E V
<br />8. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING SECOND SIDE OF -' WALL:;' - . .
<br />ERB,
<br />REVIEWED
<br />FOR
<br />PE
<br />RMIT
<br />`� E I..
<br />- - ®h =4 � �
<br />
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