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6 �
<br /> �� HOLDOWN & FASTENER SCHEDULE (HF STUDS) �
<br /> ' � P� P� HARDWARE WOOD MEMBER/PaST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> HOLDOWN
<br /> P� P� HOLDOWN FASTDVERS CL HDU IN STUD CL HOWNDOWN IN SND �E ���� STEM THICKENED STEM THICKENED �MINIMUM) o .
<br /> AND WOOD STUDS PER STRAP g�qp 2X4 WALL 2X6 WALL FOOTING SLAB m
<br /> PLAN AND HQLDOWN rn
<br /> 5��� �gEp�p�T SW CS16 2X4 2X6 (28) 8d N.A. N.A. - N.A, - N.A. �
<br /> EMBEDMENT PER SCHEDU
<br /> PER SCHEDUIE PAR11Al PLAN: SHEARWAtL IM7�1 FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. U �
<br /> � SCALE: 3/8" = 1'-4' Z a�
<br /> II � . .Q • : . ; . .a '. • • o • �a ' . . � �
<br /> � .. f, � $ � FRAMING AT PANEL @GES � RE: ���: `-'
<br /> g - � '� - - � ` `� `�' � _ _ � � � PER SHEARWALL SCHEDULE NlST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A: - N.A. �3, 14, � o °,,._,°
<br /> .
<br /> I I (�i� I � �T� - � I I.�iI I I ' �. . ��� �I I I- a � �I,�'I�II � I�T.1 I I- •
<br /> � � � , js/s�.2 ' p � o
<br /> �4 CONT. � �� � - - -- -- - - MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. � � �
<br /> o ANCHOR R4D T- -�1--I r- -f --I I-- L '� �
<br /> a. _-�
<br /> _ � �� ,._l.i�- - ---u-- �( � ,���. N t� co
<br /> � �, .. _-� ` °� � o �� DIAMETER PER `� .
<br /> �-� •� •� W Sf�lEDULE � � LSDTHD8 �2) 2X4 (2) 2X6 (16) 12d STRAP N.A. - g" _ g" ��� ,� � �
<br /> =I I I � •'� . '�� I ( • �' a' � (I I( I( HEADER PER PLAN l I I I (I LSDTHD8RJ �
<br /> � � • �� a � I= » PANEL EQ(� NAll1NG (P.EN.) �,
<br /> �a, �� �� �� CS22 X 48 HEAp/S�LL ' (� � ALL EDGES OF ALL SHEETS STHD14 (2) 2X4 (2) 2X6 (24) 12d S1RAP N.A. - �4 _ g RE: W +�
<br /> ° "��='=.=' ° _����.� •. NUT�YVASHER1NUT I I I I W� (36) 10d NA►LS " " � ^
<br /> � �( �( STHDI4RJ �
<br /> . �� .' < : • � ••. �.• o �� �� (( U.N.O. PER PLAN �I �I PER SHEARWALL SCHEDULE 1, 2/S1.2 � �.,
<br /> � NOTE: � I) BLKG. W/ EDGE NAILING II (I PLACE EDGE NAILS INTO r . � 16/S1:2 � � �
<br /> REINFORqNG NOT II (I PER SHEARWALL SCHED. � POST PER PLAN OR 2 2X HTT22 (2) 2X4 (2) 2X6 (32) 12d 5/8 N.A. - g - g � ��: � °' �r
<br /> SHOWN FOR �I ( ) STUDS ,�, ,x
<br /> A: STRAP TYPE B: HOLDOWN I{ ( I I DGE NAlLlNG AT S(LL, ( I I 1) AT ENDS OF SHEAR WALLS. (6j SDS U � °0
<br /> CLARITY � HEAD, KING & 1RIM STUDS I HDU2-SDS2.5 (2) 2X4 (2) 2X6 � 5 8" M „ � z �
<br /> sca�: 3/a• _ �'-o� . , � � -� � �/4x2 �/2 / » s �,,, o �
<br /> SCa�.�: 3/4 = 1-0 I I I I I 1 I I I I I I I I I I I I
<br /> ( POST PER (n °�° �
<br /> 1� EXTERIOR H�LDOWN - SECTION 2 SECTION � H°`°��' S�'�°u'� �o��-�S2.5 c2� �4 c2� 2X6 c,o} S°S 5�sp „� 6� _ - _ .
<br /> � � 1 II If I I I i I I I Ii (I I �/4x2 �/2"
<br /> I I I I I I I . I I 11 (I I I i l I �-- , . _�, :.
<br /> --��-- - -J I__I L- - --��-- "
<br /> H D U 5-S D S 2.5 (2) 2 X 4 (2) 2 X 6 ��4X2��2• 5/�" NUT/WASHQ2 NUT 1�p RE: 6" RE: � A U ;
<br /> r , HOLDOINN PER PLAN
<br /> •i ,f/i' '/,,� � /if/ � %��� �/ 1' NOTE: HOLDOWN 4X PER PLAN - - - (20� SDS PER 2/51.2 10/S6.0 1,12,� �_.__
<br /> :�• ,,;''/J'±' ; � '�j�,�'• ,f�� � �. � SHEARWALL P�E�i. W -�r� � --I I--I r- -T �-1 r� HDU8-SDS2.5 4X4 4X6 1/4X2 1/2" ��$� 11" $~ HEET S1.2 " 3 ' .
<br /> ./'j � f : � = I I I --�-�-- - --u--- I I I
<br /> , , . / ; � , � AN
<br /> f ; -,� ,%;' ,; f i f'' /j .� ` � EDGE NAIUNG :• � STAGGER NAILING AT PLYWOOD JOINTS
<br /> '��� ' �� j /� _ ��' I i I I i I H�D�t P�t Puw I I I i I I I 1/4x2 1/2 3 �
<br /> . /� � �� ,'• �: � '"' . . MSTC48B3 HDU11-SDS2.5 4X6 6X6 . �" � •
<br /> ;,�,/ ,j�, `i,;;� ;�/� � x . . 16
<br /> �
<br /> � 8 RE
<br /> :� � , ; ,�: f% �, , / ,� �f,%'. a ;; I rl I I I I es22 X 4s" H�D/s�u. I I I I I I z/S1.2 r o
<br /> : .� ,i�f.� %`� r % i� ,r � W /3 6 l O d N A I I Ss� (3 6\ S D S d� .t�
<br /> � / , f r /, / f ;• � c� . . � (I) '� / l � (� I� \ / p „ w 1 �'� •-
<br /> ` , , . , � ! . .• , f PLYWOOD �iEA�FIING PER QU14-SDS2.5 4X6 6X6 1 16 8 12 S12 � � ., i� � �
<br /> , ' % � , � ,/ � �. � �`` '� � «� ' o U.N.O. PER PL.AN
<br /> : . � � / � � � ,j `_ � � �" I I (( BLKG. W EDGE NA(UNG I� �( �I I 1/4X2 1�2� � • �
<br /> . ,� .. �,� ,� � � ,. � SHEARWALL SCHEDULE - TYPICAL .
<br /> :��%�,% ,; �:� �,/ ,,,��/�j . i � .h. START NAiIS 9 1/2 UP (I( I I PER SHEARWALL SCHED. � FlELD NAIUNG {F N.) - TYP. o . o
<br /> � �
<br /> /i ' �` ��' ,/ e i --• F R Q M E N D O F S'R J De 1'1 � 'ti
<br /> ' `��� ; , / / ' ` �: ` , ' NO NAILS REQ. . . I I I I( (I � NAILING AT SIl1, ( I( I(( �'`��d �
<br /> ., ,. � , .;,„ . .; . .; ,,. ,, . , � . . �( HEAD, KING E� TRIM STUDS �� POST PER ?'
<br /> � ',� ----i- '- -F-!I`"- i� �Tr �I I OwN scH�ut� `��
<br /> � �+� �o
<br /> � . .
<br /> Q� � � ii ' c-j� � (�/ • • • i ; ,
<br /> . . �� �� �� I (� (� �� � (� •
<br /> n, � � NOTE. AT C�tNER ;�; � �� �� � �� � � � II M I� �' HOLDOWN AND FASTENER SCHEDt1LE NOTES;
<br /> � � � CONDITIONS� • . I I I � I I I I I I (I ( ( (( B T - SEE 1. HOLDDOV�NS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-T1E COMPANY. � `r° :� � � o
<br /> � � ( � � HOLDOV�N STRAP MAY ' ' J�- _J L_ L H(N.D4WN SCHEDULE 2 16d = 0.162" DIA. X 3 1/2" LONG. � � � � N
<br /> .- a0 p �p M
<br /> B� LOCA7ED AT 3. USE HA1.F THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. A � � � � � �
<br /> � EITHER FACE � THE fACE NAILS • . » p � � � � a � HOLDOWN PQt PLAN • • � *�- o �
<br /> -- -----�------�'---�- S7EM WAL,I.. " • BEAM PER PLAN (4) 0.148 DIA. X 3 �.
<br /> 4. S C R E W S S H A I I B E S D S 1/4 D I A. X 2 1/2 A S M A N U F A C N R E D B Y S I M P S O N S i R O N G-1 1 E C O i�P A N Y: � � �- T- M �-
<br /> (12} 0.14$ DIA. X 3 2 7/8" P R E B E N T 5. HOLDDON�fiI ANCHORS SHALL BE SECURED IN PLACE PRIOR TO�PLAqNG CONCRETE. � �
<br /> ANCHOR BQLTS - SEE SHEARWAiI 6. ANCHOR B�..T NUT SHALL BE FlNGER-TiGHT PLUS 1 f3 - 1/2 TURN WITH HAND V�RENCH. CARE SkIALL BE TAKEN TO NOT OVER-TORf�IE THE NUT. W a�
<br /> S(�iEDULE FOR SIZE, SPACING, IMPACT WRENCHES SHALL NOT BE USED. a o
<br /> PLYWQOD�O.S.B. SHEAR PANELS AND EMBEDMENT 7. HDU HOLDDOWNS 5'FIALL BE INSTALLED CENTERED ALONG 1NE WID'(1-I OF THE ATfACHED POSL �-
<br /> 1 8. RE: NOIES SEC110N 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � „�
<br /> St.2 � 9. BUNDLED S1UDS PER DETAII 18/51.2 � o
<br /> S�A�: 3/4• - ,•-n� • - �- • TYP I C A L D E TA I L FQ R S H E A R WA LL W �o. STRAP 11E HOLDOVb"NS. NAIL STRAPS FROM BOTTOM UP. tHSTALL WITH STRAP MATE "NO VVET STCKING•. � �
<br /> SCAl.E: 3/8 - 1 0 / 11. ANCHOR BOLT HOLDOWNS SHAil BE AS1M A307 pR A36 STEEL ANCH(}R HfAD REQUIRES NUT/WAS'�IER NUT PER 2/S1.2. � � .
<br /> � � O
<br /> 6 EXTERIOR HOLDOWN - ELEVATION C]7 HOLDOWN AT EXTERIOR 8 FQRCE TRANSFER AROUNQ WINDOW OPENINGS � � a
<br /> ❑ 10 a
<br /> ❑ HOLDQWN 8c FASTEN > �
<br /> ER SCHEDULE � �
<br /> �
<br /> SHEARWALL SHEARWALL c� Z ¢ ¢
<br /> ADDED STUD FOR Q
<br /> ADDED STUD FOR RE: PLAN RE: RLAN cn o � �
<br /> HD T'YPE HOLDQWNS HD TYPE HOLDOWNS �qp npE Q `" a m � �
<br /> COUNIERSINK HOLpOWN PER PLAN NOLDOWN PER PLAN � �' �
<br /> � � P��� P� SAW CUT IN PLY TO S�� � � o � � .
<br /> � � COUNTERSINK
<br /> AB4VE & BELOW FL0�2
<br /> C L O F S T U D �d R E: P L A N O V E R � � N N
<br /> ACCEPT STRAP AT '�' ``' �' � Q
<br /> BEAM PER PLAN 3) 10d INTERIOR HOLDOWN NAILING SHEATHING HOLDOWN NAILING R . � � � �
<br /> FLOOR JOISTS/RIM �np.� J S�D��O� HULOOWN SCHEDULE �
<br /> PER PLAN =
<br /> Q a z �r � N w .
<br /> � �
<br /> ii ii � � �..��.�._._ _ � .
<br /> n �i Z � � � �
<br /> ii ii J � `� z .
<br /> � � ¢ z
<br /> JOIST N * � *
<br /> PER PLAN � ¢ � ,
<br /> PL 5 X 5 X 3/8" ��'� BLKG. � WAIL LINE � BUNDLED STUDS a BUNDLED STUDS ��
<br /> � SCH DUL�E�µ�� RE: HOLDOWN �
<br /> �
<br /> VI� POSTS PER FAST�NERS PER BEND STRAP UNDER SCHEDULE
<br /> T N STRAP �`
<br /> SCHEDULE 10/51.3 SCHEDULE 10/St.3 J�ST/BEAM SHEATHING�� RE HOLDQWN SCHEDULE REE PLAN ��
<br /> fOR ADDITiONAL INFO. �
<br /> SHEARWALL * PROVIDE 1 5 8' MIN. END NOTE:
<br /> � �,�N � „ SHEATHiNG NOT DISTANCE F0/R STRAPS RE HOLDOWN SCHEOULE Q
<br /> PROVIDE 1 5/8 MIN. END SHOWN FOR FOR ADDI710NAL INFO.
<br /> � DISTAWCE FOR SIRAPS CLARITY � �
<br /> SCALE: 3/4" = 1'-0" SCALE 3/4" = 1'-0` SCALE 3 4" = 1'-0" • _ � » . _ ,_ » �
<br /> � SCALE: 3/4 - 1-Q SCALE: 3/4 - 1 Q
<br /> 11 TYPICAL HOLDOWON FLOOR TO FLOOR 12 TYPICAL HOLDOWN TO BEAM HOI�DOWN DETA L � � s
<br /> 0 13 l
<br /> � � 4 15
<br /> �I INTERIOR HOLDOWN EXTERIOR HOLDOWN c�
<br /> ❑
<br /> LSTA7 8 �
<br /> CS16 �{
<br /> MTS12 � .�,�
<br /> ' 'V �
<br /> • � � .
<br /> o Q) � �
<br /> � � � .
<br /> HOLDOWN PER PLAN MST60 AT INSIDE FACE OF STUDS ° �
<br /> SEE DE AI 0.131" DIA. X 3" LOPiG � : � �� O �
<br /> T LS 10 AND 14 THIS , r/1 �/ � �
<br /> SHEET 6"O.C. STAGGERED , . V 1 �
<br /> .
<br /> z LTP4 . 'N • � � O.0 �
<br /> � SEE 5 S6.0 AND BEARING WALL " LTP4 � � �-�+
<br /> FINISH GRADE � , � !� .
<br /> � . l,��;. : SCHEDULE NOTE #6. � F'S
<br /> �; Simpsan Strong-Tfe r .r..� V� �i
<br /> I' � •' Stud to Band Joist O � O
<br /> CS16 � � � �
<br /> I I�I i�� I� '. � A35F � CC�
<br /> � °�� � � „ �
<br /> � - PEN STAG(�RED
<br /> two M2.s o
<br /> � O
<br /> �- _ � a ' a.� � A35F � o � � �
<br /> � �_ . u � � .
<br /> � � � a MTS�2 i ` ; � w � �
<br /> m� a � ^ a
<br /> 8" �
<br /> Simpson Strong-Tie ^
<br /> - SCAL.E: 3/4" = 1'-0° � -4 Stud to Band Joist �
<br /> _ scA�: No�E
<br /> - SCALE: 1"=1'-0" PS418
<br /> - 16 HOLDOWN AT EXTERIOR PONY WALL 17 NQT USED � g TYPICAL MULTIPLE STUD ATTACHMENT � �
<br /> 0 _ .
<br /> _ ❑ 19 NOT USED 20
<br /> C� TYP. HOLDOWN STUa TO JOIST
<br /> ❑
<br />
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