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6
<br /> _ �•1 HOLDOWN & FASTENER SCHEDUL� (NF STUDS)
<br /> HOI.DOWN
<br /> HOLDOWN P� P� HARDWARE WOOD MEMBER/POST FASTENER ROD APICHOR EMBEDMENT STEM DETAlL
<br /> CL NOWNDOWN IN STUD - 2X4 WALL 2X6 WALC. (MINIMIUM) o
<br /> . PER PLAN CL HDU IN STUD TYPE DIAMETER
<br /> AND 41N0�aSTUDSPER STEM THICKENED STEM TFIICKENED �
<br /> STRAP STRAP
<br /> FOQTING SLAB �
<br /> PLAN AND HOLDOVIN
<br /> SCHEDULE EMBEDMENT � CS16 2X4 2X6 (28) 8d N.A. N.A. - N.A. - N.A. �
<br /> z
<br /> EMBEDMENT PER SCHEDU �
<br /> MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. U '
<br /> � PER SCHEDULE PARTIAk. PLAN: SFIEARWALL 4NTH F�CE TRANSFER ;- Z �
<br /> w SCAIF: 3/8' = 1'-0'
<br /> 11 : � • •a ' : . ; . . . - : . o . . : - : Cl� �x,
<br /> . f. , � W �
<br /> �� • � � � a � ;� � °• ' $ FRAMlNG AT PANEL EDGES MST48 {2) 2X4 (2} 2X6 (34) 16d N.A. N.A. - N.A. - N.� RE: � � �
<br /> - g � � � .-- ; 't� _ � � PER SHEARWALL SCHEDULE 13, 14, o ,,,,,,
<br /> � � ��� I � � „ _ � � �-� � � - �' , � �=� ��_ � � � �_� � � � 15/51.2 � � o
<br /> i •,-i.- � � . ,-�-i i� (�;,III= ---- -------- ---- MST60 2 2X4 2 2X6 48 16d .A. �
<br /> �4 CONT. � �_� o �.,r.- r � ) � } � ) N N.A. - N.A. - N.A. � a1°o
<br /> . <. o � ANCHOR ROD w --t r--i r- -r --I r- . � � c�t
<br /> = I II - - II I
<br /> --�-- -�-- `r�' co
<br /> ' �a� • �; DfAMETOt PER LSDTHD8 N o
<br /> �-� ,-i ` � . .
<br /> . � .. .� .' ( � �SQTHD8RJ (2} 2X4 (2) 2X6 (16) 12d STRAP N.A. - g - g ���� � �, �
<br /> '=I I I � •� . I�I I I • �• a' w _ SCHEDULE (I 11 (I NEADER PER PLAN I I I I (I . �� �
<br /> � . � 4 � I PANEL fDGE NAIUNG (P.E.N) � +,
<br /> • a. a . . II II (I CS22 X 48 HEAD/Sil1 (I I STHD14 RE: �...;.
<br /> , -.d.�='=.= ° • ��--� •. � PER SHEARWALL SCHEDULE � � " °' •..•
<br /> - � .' o : • , a.. NUT/YdASHER/NtJT o I� II U N.O�PER PLAN� � �I (I ALL EDGES OF ALL SH STHDI4RJ 2) 2X4 (2) 2X6 (24) 12d STRAP N.A. 14' 8" 1 2 S1.2 ,,,� W � �
<br /> � z I i I i I I BucG. w � �AIUNG I I I I 12/S6.o � � �
<br /> NOlE: � I� P� ���� ��. (� �( PLA(:E EDt� NAILS INTO HTT22 (2) 2X4 (2) 2X6 (32) 12d 5 f 8" N.A. - g• _ 8� 16/St.2 � � �n
<br /> R�q��NFORq�NG N4T II (I � NAILING AT �ll, I I II AT ENDS�� SHEAR WAt.LS, STUDS � U � �
<br /> A: STRAP TYPE B: HOLDOWN ��n II II II �a, KfNG k TRIM STUDS I Il tl (s) s�s . „ » � z �
<br /> I �I Hdu2-sos2.s (2) 2x4 (2) 2xs �/4x2 �/2• 5�$ » s � o c�
<br /> SCA�E: 3/4' = 1'-0' SGAtE: 3/4° = 1'-0' I� I I �� � �� (( � I I � �I �( (I POST PER '� � � �
<br /> 1[� EXTERIOR HQLDQWN - SECTI�N 2 SECTION Hp��-SOS2.� c2� 2X4 c2� �s c,�� Sos 5I8n „� �� ,._rT�y =i _
<br /> � � I I I I i I i I I I I 1 I i Il i Ho�.noa� sa�mu� �/4x2 �/2"
<br /> I I I I � . I f Il I I I I I I I I I ; F--
<br /> __t t__ - -_)(_J L- - ---�L-- HDUS-SDS2.5 (2) 2X4 (2) 2X6 1/X2 1/2" 5�8� NU'f f WA�iER NUT 11" RE: 6" RE. ` ` U '� +�
<br /> " � �' ' // � ' -�. . �� � PER 2/51.2 lOfS6.0 1� 2, 6 �__ , .
<br /> HOLOQINN PER PLAN
<br /> '� ��'� � � �j� ' �% ! , NOTE: HOLDOWN 4X PER PLAN =--- -_----_- _- - _ (20) SDS . 11, 12
<br /> ;;� o -1I- �r- --�r--i r -7 -'I r'�' HDU8 SDS2.5 4X4 4X6 • 7/`8 ��" g" ' y�'_ " ,� '� `
<br /> . � ,�f l� f S1UDS TO RECEIVE Q 1 4X2 1 2 EET S1.2
<br /> :a /%- // � ' � /` / . � SHEARWALL PANEL . . S ( I I --�-- -- --�-- I I I f f
<br /> � �, � / j` � I ,1 � � EDGE NAILlNG z :• � STAGGER NAIL1NG AT FLYWOOD �INTS ,�,
<br /> � ,, � 30 SDS
<br /> . / �/ .- // / /�f�:� "' '�' MSTC48B3 I(I I HQU11-SDS25 4Xfi 6X6 � j � 1" 16" 8` RE �
<br /> •• j' ! / / f , �j / '. i ,< :: I I I I HEADER PER PLAN I I I I �I I 1/4X2 1/2 2 .2 S \
<br /> � ' ��/i � ; i ,� ¢ , . II II Il CS22 X 48' HEAD/S!LL I II III /� r'� o
<br /> � �/�'' � / /. /" / �,�` / �'�' i o . . II� II Wj.�36) 1�f NAILS I (l (36) SDS „ ,. . � ti f '�'W
<br /> :� j / , � � /,.;. � o0
<br /> � PLYWOOD S�-IEATHING PER DU14-SDS2.5 4X6 6X8 � �
<br /> : �/ i , / , ,; .�. . . o U.N.O. PER PLAN S� 1 4X2 1 2'" � 16 8 12/51.2
<br /> � � ` ' �;. � ,- � 1 I I I� �� BLKG. W EDGE NAILING � I I ��( SFf EARWALL SCFIEDt1LE - TYPICAL � '� �� . a �
<br /> _� �� /�i;� f�/ /J � ,%fj�/ / . . � � .h. START NAILS 1 1/Y UP � III P�t SHE/ARWAtl SCHED. I I I I I FlEID NNL1N6 F.N. - TYP. E'' o � '� o
<br /> ., // /� t :,�/� � :v�;'% ��'s , � . �otit ovD oF S�uD I i I I I I � � � � �~
<br /> NO NAILS REQ 11 I I I I I DGE NAILING AT SIL1., � �� �(� c�?,�'
<br /> / '.,�// � ; /! . �/ j !��/� � i • • I I HEAD, Klhl� & TRIM STUDS �� POST PER �
<br /> OWN SCH@ULE �
<br /> �; „ ' ' I( _'_il' I I
<br /> ;--- . . �o
<br /> �r� ,� ----� �---1 , � ��, . . II II II I II II II I �� • ��
<br /> �� � � � � NOTE: AT CORNER •�� N II II � II I 1 I I I� �� }' HOLDOWN AND FASTENER SCHEDULE NOTES; -
<br /> � � � I I � CONDtTIENVS, :� I( ( � I� I I (I I I I ( �� - B T - SEE 1. H�DDQ9:"NS $HALL BE AS MANUFACNRED BY THE SIMPSQN STRONG-11E E�b1PANY, � � � ` �
<br /> I I � H O L D p N l N S T R A P M A Y -1 L- __I L_ L H O L D O t M J S C F 1 E Q U l,E 2. 1 6 d = 0.1 6 2 D I A. X 3 1/2 L O N G. � � o c o "�
<br /> BE LOCATED AT 3. USE HALF THE REQUIREp NAILS IN �ACH MEI�BER BEING CONNECTED. A � � � � M c�v
<br /> � __j -_-_!____!_�_�_ EITHER FACE OF hIE FACE NAILS (4) O.t 4 8' p I A. X 3'� o � � ` � � ���� P� P� 4. S C R E W S S H A l 1 B E S D S 1/4" D I A. X 2 1/2' A S I�A N U F A C�l 1 R E D B Y S I M P S O N S I R O N G-1 1 E C O M P A N Y. � � � r M �-
<br /> STEM WALL. (12) 0.148' DlA. X 3" BEAM PER PLAN
<br /> 5. H�.DDON�'N ANCF#ORS SHALL BE SECURED IN PLACE PRfOR TO PLAGNG CQNCRETE. �- ..
<br /> 2 7/8° PRE BENT ANq�� g�� _ � ��W� 6. ANCHOR BOLT NUT �iALL BE FlN(�R-11GHT PLUS 1/3 - 1/2' TURN VN1H HAND WRENCH. GARE SHALL BE TAKEN TO NOT OVER-Ta2QUE THE NUT. W aa
<br /> St�iEDULE FOR S�ZE, SPACING, Ii�PACT WRENCHES �IAIl NQT BE US�D. ' w o
<br /> P L Y W O O D/O.S.B. S H E A R P A N E L S �Q �B�M�T 7. HDU HOLDDOY'�NS SHALL BE INSTAIlED CENi'ERED ALONG 1HE NRDTH Of THE ATTACHED POST. �
<br /> 1
<br /> 8. RE: NOTES SECTI(NV 0610Q `ROU(�-I FRAMING" FOR THE REQUIRED POST $PEq�S AND GRADE � �n
<br /> �� 0. STRAP�E HOLDOVVhiSDNAI�L�STRAFS FROM BOTfOM UP. INSTALI. WITH STRAP MATE "NO WET STCKING". � M
<br /> SCALE: 3/4• _ ��-a• TYP I C A L D E TAl L FO R S H E A R WA LL W/ »• ��� B�.T HOLDONINS SHALL BE. ASTbI A307 OR A36 STEEE. ANCHOR HEAQ REQUIRES NtiT/WASHER NUT pER 2/S1.z � �
<br /> sc�: 3/s" _ �'-o• z Z
<br /> ° � o
<br /> 6 EXTERIOR H�LDOUVN - ELEVATIQN [�7 HOLDOWN AT EXTERIOR � 8 ' FORCE TRAN�FER AR�UNa WINDOW OPENINGS 0 a
<br /> � 1
<br /> C� HOLDOWN & FASTENER SCH U > W
<br /> ED LE � �
<br /> �
<br /> SHEARWALL SHEARWAtl � z � Q
<br /> " ADDED STUD FOR � v� w � Q
<br /> ADDm S1UD FOR RE: PLAN RE: PLAN vs o � � A
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS a s °" 0° U
<br /> (t�UNTERSINK) H O L D O N M P E R P L.A N COUNiERS�NK H�LDOWN PER PLAN S T R A P T 1 f F E �� a � Z c�n
<br /> ABOVE & B40W FL�R � � H�� P� � o �
<br /> SAW CUT IN PLY TO �
<br /> C L O F S N Q �� ACCEPT STRAP AT RE: PLAN 011ER o � s � �
<br /> pEAM PER PLAN INTfRiOR HOLDOWN NAIUNG SHEATHING
<br /> HOLD4WN NAILING R . � o � a �
<br /> F1'O�t 'b�STS/R�M �31YP.) -+ S q i D U L E � J HOLDOWN SCHEDULE �
<br /> PER PLAN � � z �r M N w
<br /> � �
<br /> ��
<br /> _
<br /> ii � ii � � ; �
<br /> Z -�
<br /> �� II -� Z J Z
<br /> �� n- o
<br /> ¢ z ¢ �
<br /> � N v~i
<br /> �asr '� *
<br /> PER PLAN � .�
<br /> (Typ.) SLKG. 0 WALL LJNE � BUNDLED STUDS = V�
<br /> � a BUNDLEQ STUDS
<br /> PL 5 X 5 X 3/8" '�' ���0� ``' RE: HOL.DOWN ,�
<br /> SCHEDULf �
<br /> Y� P4STS PER FASTENERS PER BEND STRAP UNDER ��AP ��
<br /> _ SCHEDULE 10/51.3 SCHEDULE 10/S1.3 �gT�g�q� R� P� �� RE: HOLD04�N SCHEDULE SHEARWALL
<br /> SHEATHING FOR ADDfT10NAt. INFO. R� PLAN ^ �
<br /> V,/
<br /> ��W� SHEATHING NOT * PROVIDE 1 5/8' M1N. END NOTE: ^
<br /> RE HOLDaWN SCHEDULE I�
<br /> RE PLAN * pROVIDE 1 5/8" MIN. ENQ SNOWN FOR DISTANCE FOR STRAPS FOR AQDiT14NAL INFO. �
<br /> DISTANCE f� STRAPS CLqR�Ty �
<br /> SCALE: 3/4" = 1'-0� SCALf: 3/4" = 1'-0' SCALE: 3 f 4'� = 1'-0" SCALE: 3/4' = 1'-U" SCALE: 3/4' = 1'�0"
<br /> - 11 TYPICAL NOLDOWON FLO�R TO FLOOR 12 TYPICAL HOLDOWN TO BEAM HOLDOWN DETAIL �
<br /> ❑ 13 .
<br /> ❑ 14
<br /> ❑ INT 15 EXTERIOR HOLDOW� cc�
<br /> ❑ ERIOR HOLDOWN
<br /> ❑
<br /> LSTA18 . . �
<br /> CS16 �.,�
<br /> MTS12 � �
<br /> � �
<br /> . (�
<br /> � � �
<br /> o �I `1 /, ,
<br /> . o �L/ '� �-+
<br /> '• � � �
<br /> HOLDOWN PER PLAN ' V .� O
<br /> MST6d AT INSID� FACE OF STUDS 0.131' DIA. X 3" LONG � ' r� � �
<br /> - - SEE DETAILS 10 AND 14 THIS
<br /> S H E E T 6"O.C. S T A G G E R E D V 1 �
<br /> .
<br /> , ° '� � v
<br /> Z LTP4 . • � �j bA �
<br /> ~ � ,� �
<br /> FlNISH GRADE � - SEE 5/S6.0 AND BEARING WALL
<br /> •' lTP4 �
<br /> �o ��'�:. : SCHEDULE NOTE �6. Simpson Strong-Tie .� ��/1 �
<br /> '; . ..
<br /> Stud to Band Joist O � � ,O
<br /> �I I�I �� � ' _ CS16
<br /> !'�'� �
<br /> z I : a�. � A35F V CC� � �,
<br /> � .� : • �-�I
<br /> = PEN STAGGERED two H2.5 0
<br /> � � - A35F � O � �'"{ �
<br /> � �
<br /> � � v ° � J.°. . a MTSI`� � �~✓T�' (�
<br /> ' �"� �l W A-{
<br /> a' V
<br /> � �� 1 °o
<br /> 8"
<br /> Simpson Strong-Tie
<br /> � ��-4n Stud to Band Joist
<br /> - SCALE: 3/4" = 1'-0"
<br /> SCALE: NONE
<br /> SCAIE: 1'=1'-0' PS418
<br /> - : 16 HOLDOWN AT EXTERfOR PONY WALL 17 NOT USED 1 g TYPICAL MULTIPL� STUD ATTACHMENT .� .
<br /> ❑ 19 NOT IJSED 20
<br /> ❑ TYP. HOLDOWN STUD TO JOIST
<br /> ❑ a
<br />
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