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HOLQOWN & FASTENER SCNEDULE (HF STUDS)
<br /> HO�DOWN HOLDOWN
<br /> PER PLAN PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> �
<br /> HOLDOWN FASTENERS � - � � t �� ZX4 WALL 2X6 WALL �
<br /> CL HDU IN STUD CL HOLDOWN IN STUD DIAMETER (MINfMUM
<br /> ( � : , .,,{:;: „f.,, STEM TNICKENED STEM THICKENED `�
<br /> AND WOOD STUD$ PER °�� STRAP STRAP FOOTING SLAB �
<br /> PLAN AND HOLDOWN ° �e,
<br /> �
<br /> SCHEDULE ° SW CS16 2X4 2X6 (26) 8tl N,A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT
<br /> � o PER SCHEDULE °,:o • e�
<br /> EMBEDMENT �
<br /> PER SCHEDULE ° PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER U �
<br /> _ � � SCALE: 3/8" = 1'-0° MST37 (2) 2X4 (2) 2X6 Z � ^
<br /> (22) 16d N.A. N.A. - N.A. - N.A. +-'
<br /> ;�� .. 11� " � I a . � �
<br /> � RE: ,-'
<br /> a a . °a. 4�� . °a � . a . aa . . :� v � iil . aQ . d �.� . a9_ .� � FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. � � •
<br /> .� . .a � � . , 4 0 � _ _ . PER SHEARWALL SCHEDULE > 1 j 1.3 0
<br /> - 4 4 5 S o
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<br /> ' ° �a a = ' � I I ���
<br /> #4 CONT. � . . �' � . �. ,. � � � . . � � — _ — — — _ — MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. � � �
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<br /> . . o ANCHOR OD
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<br /> `° °� a �, a .. a a. � � o �ba DIAMETER PER = � ) � )
<br /> . � m � d ° � SCHEDULE CMST14 4X6 2X6 16d N.A. N.A. - N.A. - N.A. �
<br /> 2 66 � �
<br /> � +�
<br /> a� . . •-
<br /> � w - �' a , r HEADER PER PLAN I � �
<br /> � ° a ° . i I—I a � � CS16 X 48" HEAD/SILL PANEL EDGE NAILING (P.E.N.) � �
<br /> �'`— NUT WASHER NUT ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 74 16d N.A. N.A. - N.A. - N.A.
<br /> � � � � � / / I IE � � � II � O ,�, � �
<br /> � � o W 44 10d NAILS ;�
<br /> � ° -� i �—� � ° � -, , ,—, , � PER SHEARWALL SCH�DULE � �
<br /> -F i i—i � o U.N.O. PER PLAN T o
<br /> � �� I I I I I- ���� �� I I,;,I I I= I (,�,I I I- NOTE; � C( � BLKG. W/ EDGE NAILING (I I _ - RE: � � .-'
<br /> �o�a�
<br /> REINFORCING NOT � PER SHEARWALL SGHED. PLACE EDGE NAILS INTO STHD14 (2) ZX4 (2) 2X6 (30) lOd STRAP N.A. - 14" 8 � � �,
<br /> POST PER PLAN Oft (2) 2X STUDS 1, 2/S1.3 � � .
<br /> SHQWN FOR .
<br /> DGE NAILING AT SILL, AT ENDS OF SHEAR WALLS. U �� �
<br /> A: STRAP TYPE B: HD TYPE CLARITY I HEAD, KING & TRIM STUDS ' II (6) SDS � � c�
<br /> I _ �I HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�� 11" 6" � Q cfl
<br /> SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" POST & NQLDOWN PER � � �
<br /> 1 E X TE R I 0 R N 0�D 0 W�l 2 S E l�T)O I V ; I( I I �� ' I f I HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1 (4X2 1D 2 5 8'
<br /> � � � „ / ' ��n 6„ � <
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<br /> �I I' I� � r
<br /> � J� � � �L ��� �L (14) SDS x . � r f�
<br /> — —_ HDU5-SDS2.5 (2) 2X4 (2) 2X6 �> 5/8" ROD & 11" RE: 6" RE: ' U ^�
<br /> 1/4X2 1/2 ,
<br /> HOLDOWN PER PLAN NUT jWASHER NUT 2,12/S1.3
<br /> � $ � �� i
<br /> 4X PER PI AN-��� (20) SDS PER 2 jS1.3 ` �� �
<br /> w � — _ � — = — � � HD118-SDS2.5 4X4 4X6 1/4X2 1/2" 7/8" ��'> g„ . _
<br /> _ � — — _
<br /> _� -� STAGGER NAILING AT PLYWOOD JOINTS (30) SDS , �
<br /> x e e MSTC48B3 HEADER PER PLAN HDU11-SDS2.5 4X6 6X6 1/4X2 1 f2" � �6 8 S I� `'
<br /> M4LDOWN � o • • CS16 X 48" HEAD f SILL � ��1� o
<br /> � I( (( W/ (44) 10d NAILS I I I PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 (36) SDS �„ 16„ 8„ RE: ,� jti ���
<br /> PER PLAN CL OF STUD � o U.N.4. PER PLAN 1/4X2 1`2 2,12/S1.3 '� � �
<br /> I o z ' I ( BLKG. W/ EDGE NAILING I ( I SHEARWALL SCHEDULE - TYPICAL � � . ' � �
<br /> HOLDOWN FASTENERS � ' °�� ,�
<br /> AND WOOD STUDS PER o � _l•_ START NAILS 1 1/2" UP PER SHEARWALL SCHED. FIELD NAILING (F.N.} - TYP. MSTC48B3 (2) 2X4 (2� 2X6 (12) 10d FACE, (4} lOd BOTTOM, (38) 10d STUDS POST R�� � o 0
<br /> I I I ' I I I� 7/S 1.3 ���� r?�
<br /> P L A N A N D H O L D O N�N ° FROM END OF STUD D G E N A I L I N G A T S I L L, / � °
<br /> SCHEDULE o ° EMBEDMENT NO NAILS REQ.' HEAD> KING & TRIM STUDS POST & HOLDOWN PER �y�� ' �
<br /> PER SCHEDULE o — HOLDOWN SCHEDULE �
<br /> ° , . I „ HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> ° � MW. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE CQMPANY.
<br /> . .
<br /> .: � f � I! 9�� M��• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> _ _ _ II I I ( 3. USE HALF TNE REQl11RED NAILS IN EAGH MEMBER BEING CONNECTED.
<br /> a a,. v . � Q � . . � �a � HOLDOWN BOLT - SEE ,� »
<br /> a ' : . •... �
<br /> Q ���a � 4. SCREWS $HALL BE SDS 1/4 DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG-TIE GOMPANY.
<br /> � ° d :IIa a�a , �. . � � � _ �� __�__ HOLDOWN SCHEDULE 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. � �` � � �
<br /> � v� � �. �� �� .:d. � (� �� 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. � � � �
<br /> ° ° � � �� ° FACE NAILS (4) Q.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � � �
<br /> ����^�� "—'�'-� (12} 0.148" DIA, X 3" BEAM PER PLAN 7. HDU NOLDOWNS SHALL BE INSTALLED CENT�RED ALONG THE WIDTH OF THE ATTACHED PQST. W �
<br /> I,;,I ( I= I �,;,I I I= 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWA�L 8. RE: NOTES SECTION 06100 "ROUGH FRAMWG" FOR THE REQUIRED POST SPECIES AND GRADE, � p
<br /> SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18 S1.3. �`' �
<br /> P�YW40D f O.S.B. SHEAR PANELS AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL ST APS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> HD TYPE 11. ANCHaR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHQR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. �
<br /> �
<br /> 0
<br /> � �� TYP CA� DETAI� FQR SNEARWA�� W/ �
<br /> SGALE: 3/4" = 1'-0" SCALE: 3l4" = 1'-0" SCALE: 3 8" - 1'-0 0
<br /> O Q
<br /> � 6� 1�1TER OR NO DOW 7 HO�DOWf� AT EXTER OR 8 FORCE TRA�ISFER AROU�ID WI�IDOW OP � a
<br /> 0 E�1 �1 GS 10 �.
<br /> ❑ >
<br /> ❑ HO�DOW�! 8c FASTE ER SCHEDU�E �. .
<br /> �
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<br /> �
<br /> SNEARWALL SHEARWALL Q �
<br /> � �
<br /> ADDED STUD FQR ADDED STUD FOR RE: PLAN RE: PLAN f-
<br /> HD TYPE HOLDOWNS HOLDOWN PER PLAN HD TYPE HOL60WNS STRAP TYPE m v
<br /> (COUNTERSINK) (COUNTERSINK) NOLQ4WN PER PLAN HOLDO'NN PER - STftAP "'
<br /> ABOVE & BELOW FLOOR SAW CUT IN PLY TO �
<br /> - = PLAN RE: PLAN OVER �
<br /> _ _ CL OF STUD - = ACCEPT STRAP AT SHEATNING � �.
<br /> - - HOLDOWN NAILING RE: NOLQOWN NAILING RE: � .
<br /> _ - BEAM PER PLAN (3) 10d INTERIOR HOLDOWN SCHEDULE H�LDOWN SCHEDULE �
<br /> _ = FLQOR JOISTS/RIM _ = (TYP.) _ � Q I �
<br /> PER PLAN -
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<br /> JOISTS � � � � �
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<br /> - - (TYP.�LAN BLKG. C� WALL LINE � BUNDLED STUDS � - �
<br /> _ = PL. 5 X 5 X 3/8" a RE: HOLDOWN � BUND�ED STUDS �
<br /> _ = SCHEDULE RE: HOLDOWN � �
<br /> SCHEDULE
<br /> SOOD��POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � O
<br /> SCHEDULE MULT. JOIST/BEAM U.N.O. RE: PLAN OVER RE: HOLDOWN SCHEDULE SHEARWALL �„�,� �
<br /> PER PLANS - SHEATHING FOR ADDITIONAL INFO. RE: PLAN _ � 1 �
<br /> V,J
<br /> SHEARWALL � PROVIDE 1 5/8" MIN. END NOTE: Q� .
<br /> SHEATHING NOT RE: HOLDOWN SCHEDU�E �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDkTIONAL. INFO.
<br /> DISTANCE FOR STRAPS CLARITY � �
<br /> SCALE: 3 j4" = i'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3/4° = 1'-0" �
<br /> 11 TYP CA� HO�DOW�1 F�OOR TO FLOOR 12 TYPICA� HO�DOWf� TO BEAM HO�DOWN DETA � � °
<br /> � 13 14 15 EXT
<br /> 0 0 I�ITERIQR HO�DOW�1 ERIaR NO�DOW�I c� �
<br /> 0
<br /> c1) �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �
<br /> STRAP TYPE STRAP TYPE P�I O
<br /> � �
<br /> `� �� o �� � .
<br /> INSTALL WASHERS a �
<br /> BETWEEN BOLT NUTS &
<br /> P.E.N.
<br /> �
<br /> WOOD & SNUG TIGHT PL,N. � �
<br /> BOLT TYPE F.N. P.E.N.
<br /> - - ALT. LOCATION ADD STUD IF NO PL.N. � �j
<br /> _ = 10d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING � �
<br /> - - PER PLAN (.148"DIA. X 3" LONG} � �
<br /> �
<br /> _ = SEoET 0 THIS SHEET FOR PANEL NAILING NOTATIONS: � � �
<br /> NAILING DETAILS !�,
<br /> P.E.N. PANEL EDGE NAILING �,
<br /> �_ - PER SCNED. - — F.N. - F.NN = FELD NAILING F.N. F.N. h°'� � '�'�',
<br /> I/
<br /> STRAP TYPE P.E.N. P.E.N. � C�3
<br /> B
<br /> OLT TYPE �
<br /> . . � � •
<br /> PL.N. PL.N.
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<br /> ° PL.N. P.E.N. P.E.N. � W W
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<br /> �. � e a � NQTE: NOTE:
<br /> ° ° ' � � � HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> v, o a , .
<br /> PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> ; 16 �1QT USED 17 SECTI0�1 � g TYPCCA� N1U�TIP�E STUD ATTA�HME�1T � g . �
<br /> C� NO�DOW�J P�ACE�IE�ITS 20 STRUC UR
<br /> 0 T A WA�� 1�1TERSECTI�NS
<br /> ❑ �
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