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s HOLDOWN & FASTENER SCHEDULE (HF STUDS) �
<br /> �.2
<br /> P�P� HARD�WE RE W44D MEMBER/POST FASTENER D`�ROD� ANCHOR EMBEDMENT (M NIMUM) DETAIL
<br /> rn
<br /> STEM 11iICKENED STEM 1NICKENED �
<br /> CL HDU IN STUD CL HOWND4���N IN STUD � s ��.:�. ....,: �: 2X4 WALL 2X6 WALL �
<br /> P� P� H�D01�N FASTENERS �
<br /> STRAP STRAP FOOIING SLAB rn
<br /> AND YVOOD STUOS PER �d
<br /> pIAN ANp tlplDpy�V � CS16 2X4 2X6 (28) 8d N.A. N.A. - N.A. - N.A. , � �
<br /> S(�1EDULE Q�IBEDMENT °'
<br /> S1 � �
<br /> E1�IBEDMENT PER SCHEDU PARIIAL PL.AN: SHEARWAt.L WITH F�2CE TRANSFER MST37 (2� 2X4 (2) ZX6 (22) 16d N.A. N.A. - N.A. - N.A. : ,, z � ^
<br /> PER SCHEQUlE J S C A L E: 3/8' = i'-0' � -
<br /> �
<br /> RE "
<br /> i� • ' a. • .. F� . .a - • , _ � ..a. - . • . FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.� 13 14, � °,.�° •
<br /> � � -a � � cz � � � PER SNEARWAIi SCHEDULE i5�S1.2 ,e ` � o
<br /> � � �- � g • a - - � ( ����� � ( . �;,1 I 1= � � ( �_� � � � �,;,� (�_ ---- -------- ---- MST60 (2) 2X4 (2} 2X6 (48) 16d N.A. N.A. - N.A. - N.A. �� � ., m
<br /> . ,- ,,, � � _ � � i-i ii � � c�
<br /> �q. �T . � ,-i i a _"_i i__ T_' _-�r-i r_" _f ''_I I__ �� N tn �
<br /> - , a. . � DIAMETER PER = � (� --ll-- - --u-- �� ( LSDTHD8 �2) 2X4 (2) 2X6 (16) 12d STRAP N.A. - g" - 8" ` � �
<br /> � . � �
<br /> �-� -. � ,_„_� �: E�.°� m Si�iEDULE ( � LSOTHD8RJ
<br /> =I I I � �. =I I I . = S I I I I i I H�D�t P� PUW i I II I I
<br /> - w . � �
<br /> _ � � � - � 4 - I I I I I I cs22 X 4s M� s�u I i l I P�a m� Na�uNG (P.�.N.) - - � '
<br /> i . , q I �_ � A LL �� � � �� STHD14 (2) 2 X 4 (2} 2 X& (2 4� 1 2d S T RAP N.A. 14" 8� R� 2/S 1.2 w � �
<br /> � � a ' � Q a a � Q .� : ' ' N U T/W A�I E R/N U T � � I I �I W I (3 6) 1 0 d N A I L S ( I I I l PER S'hIEARWALL SCHmU L E S T H D I 4 R J 12/S6.0 - p ° cu
<br /> �� .' � -� , � �-�-.j •. z I I I I I I eucG NW� mt� N uNG II i i _ _
<br /> __ �
<br /> b . �.. N O T E: � I I P� ��W� S��. (I (I P L A(:E E Q G E N A I L S I N T O H T T 22 (2) 2X4 (2) 2X6 (32 1 12d 5/8" N.A. g� $» i6/51.2 � � �
<br /> REINFt)RE�NG NOT I I I I �I PQST PER PLAN OR (2) 2X STUDS U •� �
<br /> A: STRAP TYPE B: HO1..DOWN SHOYVN FOR �� �( �� NAtUNG AT SILL., � �� �� AT ENDS OF S'FIEAR WALLS. (6) SDS � z �
<br /> CLARITY ( HEAD, KING dc 1RIM STUDS � HDU2-SDS2.5 (2) 2X4 (2} 2X6 1/4X2 1/2" 5�sp 11" 6" � o� �
<br /> - �
<br /> . � . � + • I � �I POST PER _.
<br /> SCALE 3/4 = 1 -0 SCALE: 3 f 4 = 1-0 (10) SDS -
<br /> �, I i I i I I I I I I I I i I I I I I I Ho�OwN SCHmU� HDU4-SDS2.5 (2) 2x4 (2) 2x6 » 5/8" 11" 6" ����- � : k;� �
<br /> _ � i iI II � II I 1 I III II I t/4x2y/2 , . � `
<br /> 10 EXTERIOR HOLDOWN SECTION 0 SECTION , „ , 1 „ „ „ �� � , „ ,
<br /> �JL- - -JLJL_ - -.,�L� (14) SDSM . . d � ..
<br /> _ ' .
<br /> HDUS-SDS2.5 (2) 2X4 (2) 2X6 5/8 11 RE 6 RE: � :� .
<br /> 1/4X2 1/2. NUT/WASHER NUT
<br /> �� � ..` .:.. �.
<br /> Ha.DOWN PER PLAN PER 2/S1.2 10/S6A 1, 2, s _ ��' _;.':,
<br /> (20) SDS 11, 12 �
<br /> . �, � � �� i ; ; ;- ---- -- -- - - HDU8-SDS2.5 4X4 4X6 ■ 7��� 11" $'� EET S1.2
<br /> : i � f '
<br /> ..j �/j' ,� " � ,/ �' � N4TE: HOlDOWN 4X PER PLAN
<br /> o �,.'��- .r __1 r"'i r- -f ---��-_
<br /> / 1/4X2 1/2
<br /> , //., • ,r /,/� `�% � ' ' STUOS TO RECEIVE � _JJ� _ -LL-
<br /> :.. /��� .,%/�/� . ! / %�` . � stiEa�Wau. Pawa. , , = I I I - - I i i
<br /> ; ��//``;� �J� / " j�� ;' �:r� EDGE NAWNG =• � -STAGGER NAILING AT PLYWOOD JOINTS (30) SDS "'
<br /> : ' '/ / / � /` � , :� M �: MSTC48B3 I l I� �I HEADER PER PLAN I( I l I I I HDU11-SUS25 4X6 6X6 1/4X2 1/2" �p �6� 8s 2/51.2 S l a
<br /> / �
<br /> . �� . ��,� �`j '.� " .: ilI II Ii cs22 X �a' H�ao%u. il Ill (36) s�S A . . & � � �'��
<br /> ;� ��� ;j , / �/ , ; , o :: � III II W/ (36) 10d NAILS � I) �� ����G P� DU14-SDS25 4X6 6X6 1/4X2 1/2' 1 16 8 12/S1.2 � , ., : � a .
<br /> � .j � / /� � /� �; � � .: o U.N.O. FER PLAN � ►a d
<br /> / / o i i I I I I I I i i I I s��wAu sc��ou� - rr�ic�. �, w . • , o
<br /> ' ��" �� �` �� � � I I I BucG. W/ mGE NAIUNG I I I I I �.,
<br /> %.'j � �/ ' //���� � ��,f � � . � M .r START NAI1.S 1 1 j2° UP (�( I I PER SHEARWALL �IED. � FlELD NAILING (F N.) - TYP. ����,� g .
<br /> / ! '� /� �0�� �Q °F �D I I( I I �I GE Na�uNc AT s�u., I I I I l I `�
<br /> / /� ��/� /_ !; �,/ d � NO NAILS REQ. �• HEAD, KING & TRIM STUDS POST PER � .
<br /> , / , � :. �( �ii
<br /> ., ., .,-,�,. ,.� ,;. ,. ,� OWN SCHEQUI.E
<br /> -� � (� 10
<br /> 'T ; ---� ;;---�-"�j'- ': II II II I II II II I � �
<br /> I I
<br /> f� � � � ��''i � �� � ��� :�: N �� �� 1 II I i I i �I II �' _ HOLDQWN AND FASTENER SCHEDULE NOTES; �
<br /> Q� � � N01E AT CORNER :: 1. HQLDDOVYNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-T1E COMPANY. � `� � � Q
<br /> ( I I C O N D I T I O N S, . . (( I I I I (I I I I I I � I� � B LT S'EE „ � � � � o � N M
<br /> H O[,D O W N S C H E D U L E 2 16d = 0.162 DIA. X 3 1/2 LONG. ¢ o o ►� o � ^
<br /> � I � � ( J�- -'J L- �" 3. USE HAtf THE REQUIREQ NAl(.S IN EACH MEUIBER BEING t�NNECT@. A c�c � o � ►�i �
<br /> HOLDOWN STRAP MAY u o o .- .- .- �
<br /> BE lOCAIED AT a � � � � � H O L D 4 N l N P E 1 2 P L A N 4. S C R E I N S S'F I A L L B E S D S t/4' D!A X 2 1/2' A S N I A N U F A C T U R m B Y S I M P S O N S T R O N G-T I E C O M P A N Y. M
<br /> EIIHER FACE OF THE FA(� NAILS (4) 0.148' QIA. X 3" v ' 5. HOLDDOIMN AN(�IORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. � "
<br /> °o --� l----�-
<br /> ---- ---�- S1EM WAIl. (12} 0.148' DIA. X 3" � � P� 2 7�g" R R E B E N T p N q�� g p�� _ � �{E q R y y q u 6. ANCHOR BOIt NUT S�IALL BE FlNGER-TI(�!T PLUS 1/3 - 1/2' NRN �ITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT dVER-T�t Q U E 7 H E N t 7 T. w o .
<br /> S C H E D U L E F 4 R S�Z E, S P A a N G, IMPACT WRE�ICHES 5'tlAll NOT BE USEQ.
<br /> PLYWOOQ/O.S.B. SHEAR PANELS AND EMBEDMENT 7. HDU HOI.DDOV4'NNS SHALL BE�INSTALLED CENIERED ALONG 1HE V41DTH � TNE A1TAf�lED POST. � �
<br /> 8. RE: NOTES SECTION 06100 ROUqi FRAMING FOR THE REQUIRED POST SPECIES AND GRADE
<br /> 9. BUNDLED S1UDS PER DETAIL 18/51:2 � �
<br /> 1 0
<br /> �� 10. STRAP T1E HOLDOWNS. NAIL STRAPS FROM BOITOM UP. INSTAII WITH STRAP �IATE "NO V�ET STCKING". v o
<br /> T�PICAL DETAIL FOR SNEARWALL W/ 11. ANt�iOR BOLT HOLDOWNS SHAIl BE ASPui A307 OR A36 STEEC. AN(�iOR HEAD REQUIRES NUT/WASHER NUT PER 2fS1.2 z = �
<br /> SCALE: 3/4" = 1'-0" SCAlF: 3J8' = 1'-0" o � p
<br /> - 8 FORCE TRANSFER AROUND W�NQOW OPENINGS 10 HOLDOWN & FASTENER SCHEDULE ' � � �
<br /> I N 7 HOL OWN AT EXTERIQR C� � �
<br /> 6 EXTERIOR HOLDOWN ELEVAT 0 D [� .
<br /> ❑ �
<br /> � 3
<br /> SHEARWALL SHEARWALL cn o � 4 q
<br /> ftE: PLAN R E: P L AN a �, a m �
<br /> ADDED STUQ FOR AUDED STUR FOR �
<br /> H D T Y P E H O L D O W N S HD TYPE Ha.DOWNS STRAP T�f'E STRAP
<br /> HOI.D4Y�N PER PIAN H O L D O V�N P E R P L A N a � Z N
<br /> � � o �- cn
<br /> (�N���� Y N (C O U N T E R S 1 N K) H�O� P� S A W C U T I N P L Y T O R E: P L AN OVER , o � 5 � Q .
<br /> ABOVE & BELOW FLOOR P� W W c n �
<br /> CL OF S1U0 ACCEPT STRAP AT HOLQOWN NA(UNG ��'TM�N� HOLDOWN NAIUNG R � o � a
<br /> BEAM PER PLAN �} �� INTERIOR R E: H O L D O W N HOLADWN SCHEDULE �
<br /> �.00R �asrs/Ri� �rv�.) � scH�ou� � .
<br /> �
<br /> � d- e� c.r w
<br /> PER PLAN � . �
<br /> ��`' �`' ��
<br /> � � � �
<br /> n ca N z �
<br /> II �� � z � z
<br /> ii il a. °' z
<br /> 11 11 � z �
<br /> N � � �
<br /> �$� �/�
<br /> -� ¢ V1
<br /> ���� �JCG. � WALL UNE � RE HOLDOIMVDS � BUNDLED STUDS �
<br /> PL 5 X 5 X 3/8" `�' ���� RE HOLDOWN .�l.••�
<br /> SCHEDULE �
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER S�� SHEARWALL �� .
<br /> SCHEDULE 10/51.3 SCHEDULE 10/S13 ���� SHEATHING � R� N�OWN SCHEDULE �
<br /> F�t ADDITIONAL INFO. RE PLAN
<br /> ��yyqLL * PROVIDE 1 5/8' MlN. END NOTE: � •
<br /> RE PLAN * pROViDE 1 5/8" MiN. END SHOWN iF RN�T DISTANCE FOR SIRAPS f R ADDITIONAL N0�
<br /> DISTANCE FOR STRAPS CLARITY �
<br /> SCALE: 3/4" = 1'-0' SCAI.�: 3/4' = 1'-0" SCALE: 3/4" = 1'_p• SCALE: 3/4" = 1'-0' SCALE: 3/4" = 1'-0' � .
<br /> TYPICAL HOLDQWN TO BEAM 13 HOLD�WN DETAIL 14 INTERIOR HOLDOWN 15 EXTERf OR HOLDOWN �
<br /> 11 TYPICAL HOLDOWON FLOOR TO FLOOR 12 ❑
<br /> 0
<br /> a
<br /> ❑ .
<br /> _ l.S'fA18
<br /> CS16 ���
<br /> MTS12 � �
<br /> . � o
<br /> o s
<br /> . o d� � �
<br /> � � �
<br /> ; C,� .� �
<br /> . � � �
<br /> HOLDOWN PER PLAN MST60 AT INSiDE FACE OF STUDS �•
<br /> 0.131" DIA. X 3' tONG �
<br /> SEE DETAILS 10 AND 14 THIS 6"O.C. STAGGERED ; t"� � � �
<br /> SHEET
<br /> LTP4 . • �
<br /> M � �
<br /> 1
<br /> •� LTP4 ��
<br /> z " , � � �'; �-�+ .
<br /> FlNISH GRADE � SEE 5/S6.0 AND BEARIPlG WALL
<br /> �� �
<br /> SCHEDULE NOTE �6. �� Stud o B dn�ist o �� � O
<br /> � . �;� : �
<br /> �� CS16 � � � �
<br /> A35F �� � ^ -S"'�-�
<br /> Z � �� � ' aI. � twa H25 O � � �
<br /> � � .� : PEN STAGt�RED A35F � O � 4� �
<br /> = I � � W A-+
<br /> `� MTS12
<br /> � � � a d � •e, ' a 0 .
<br /> �!
<br /> ih a'
<br /> �
<br /> t1 �I� 1
<br /> „ , Simpson Strong-Tie
<br /> 8 �
<br /> Stud to 8and Joist ,
<br /> 1'-4"
<br /> SCALE: 3/4° = 1'-0" $�q�; N(�JE SCALE: 1 =1-0 S41
<br /> � g TYPI�AL MULTIPLE STUD ATTACHMENT � � NOT USED 2� TYP. H�LDOWN - STUD TO JOI�T ` �
<br /> 17 NOT USED ❑
<br /> 16 HOLDOWN AT EXTERIOR PONY WALL ❑
<br /> _ ❑
<br /> ❑
<br />
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