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<br /> HOLDQWN & FASTENER SCHEDULE (HF STUQS)
<br /> NOLQOWN HOLDOWN HARDWARE WOOD MEMBERjPOST FASTENER ROD ANCNOR EMBEDMENT STEM QETAIL �
<br /> PER PLAN PER PLAN
<br /> HOLDOWN FASTENERS CL HDU IN STUD CL NOLDOWN IN STUD . , TYPE �IAMETER (MINIMUM) o
<br /> ` 2X4 WALL 2X6 WALL STEM THICKENED STEM THICKENED �
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<br /> AND WOOD STUDS PER �°° STRAP STRAP FOOTING SLAB �
<br /> PLAN AND HOLDOWN ° .
<br /> SCHEDULE ° SW CSl6 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> � ° EMBEDMENT ",.o ..
<br /> EMBEDMENT � o PER SCHEDULE U -�
<br /> PER SCHEDULE ° PARTIAL PLAN: SHEARWALL WITN FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z �
<br /> �, SCALE: 3/8" = 1'-0" - � --�
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<br /> '�)�.� � . . � a :I)� , . a. �. � (� . "a FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 34) 16d N.A. N,A. - N.A. - N.A. RE: � �
<br /> _ ��I . a � 4, 15/S1.3 0 ,�
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<br /> <Q a_ Q _. � : <Q 4. 4 � : Q ��ba a. Q � DIAMETER PER = CMST14 �X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. � � �
<br /> m SCNEDULE �-�� �
<br /> , . .. .a .a � - a � ' NEADER PER PLAN �
<br /> `�' � > PANEL EDGE NAILING (P.E.N.) � -�
<br /> � Q 4 � .. � a Q i �—� a a - .. ff CS16 X 48' HEAD/SILI _ _ W � --�
<br /> � � � � � � NUTjWASHER/NUT I( I f W/ (44} 10d NAILS I (I ALL EQGES OF ALL SHEETS CMST12 4X6 4X6 (74} 16d N.A. N.A. N.A. N.A. �
<br /> , ° � e� , o � �' � e� � PER SHEARWALL SCHEDULE �
<br /> 0o g -i i i—t � o o -i i i—i� -i i i—i � o U.N.O. PER PLAN � � n�
<br /> � z BLKG. W/ EDGE NAILING `RE' � � �
<br /> �°�� `°� I I,�,I I I= � � °°�� I I,�,I I I= i I,�,� I I- NOTE: � I ( I PLACE EDGE NAILS WTO STHD14 (2) 2X4 (2} 2X6 (30} l Od STRAP N.A. - 14" - 8" � � °' �
<br /> REINFQRCING NOT P E R S H E A R W A L L S C H E D. POST PER PLAN OR (2} 2X STUDS 1, 2/S 1.3 _,_. � �
<br /> SHOWN FOR II ` DGE NAIL(NG AT SILL, I II AT ENDS OF SHEAR WALLS. �, � C°
<br /> A: S T R A P T Y P E B: H D T Y P E CLARITY HEAD, KING & TRIM STUDS (6) S D S � �
<br /> _ �� HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" �, o� o
<br /> � � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° POST & HOLQOWN PER (10) SDS
<br /> 1 EXTER OR HO�DOW�! 2 SECTION � I (I ( ( (I I � I "o��oWN S�"Eo��E ' ` ;
<br /> HDU4-SDS2.5 (2} 2X4 (2) 2X6 1/4X2 1/2° 5�8 11° 6" �
<br /> � � If �� „
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<br /> �.I� � � � �.��� � (14) SDS , ; ;
<br /> _ _ HDUS-SDS2.5 (2) 2X4 (2) 2X6 5/8" ROD & 11" RE: 6" RE: � ' '
<br /> 1/4X2 1/2" y �,
<br /> ' HOLDOWN PER PLAN NUT/WASHER NUT 2,12/51.3
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<br /> 4X PER PLAN o � — — � � — � � — HDU8-SDS2.5 4X4 4X6 1/4X2 1/2" 7/8" PER 2/SL3 11" 8"
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<br /> • � _ ��� STAGGER NAILING AT PLYWOOD JOINTS (30) SDS �
<br /> HDU11-SDS2.5 4X6 6X6 �� 1" 16" 8" �
<br /> 'Y' MSTC48B3 HEADER PER PLAN 1/4X2 1/2 5 ���.j �
<br /> x I CS16 X 48" HEAQ/SILL I I � o
<br /> HOLDOWN o ((( I f W/ (44) 10d NAILS I f I� (36} SDS , 2 2 S1.3 � ~ ����
<br /> � PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 » 1 ' 16" 8"
<br /> U.N.O. PER PLAN 1/4X2 1/2 , / � ,�
<br /> PER PLAN CL OF STUD � � ( �f BLKG. Wj EDGE NAILING I � I SHEARWALL SCHEDULE - TYPICAL � � ; . ,�, � �
<br /> HOLDOWN FASTENERS � START NAILS 1 1 2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N.) - TYP. MSTC48B3 (2) 2X4 (2) 2X6 RE: � o �
<br /> AND WOO D S TUDS P E R Q � F R O M E N D O F S U D I I I r ( f I (12) 10d FACE, (4) 10d BOTTOM, (38} 10d STUDS/POST 7/51.3 `��?�y �g. �
<br /> DGE NAILING AT SILL, ���
<br /> PLAN AND HOLDOWN ° NO NAlLS REQ. �
<br /> SCHEDULE ° EMBEDMENT i HEAD, KING & TRIM STUDS ! POST & HOLDOWN PER
<br /> � ° o PER SCHEDULE — HOLDOWN SCHEQULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> I� 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> . _ ,� MIN. -_ �
<br /> 0
<br /> J ( ( ( 9�� M��• S1. S1. 2. 16d = 0.162" DfA. X 3 1/2° LONG.
<br /> � N I 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. �
<br /> ° � � � ° � � ° HOLDOWN BOLT - SEE > > r� `� �
<br /> e — Q. � . � — • a 4. SCREWS SHALL BE SDS 1/4' DIA. X 2 1/2' AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. F; � ,� Q
<br /> . �d.. 6 v dL� i I�I a � � � � � HOLDOWN SCNEDULE Q � �
<br /> , :ia .a . a . � 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING GONCRETE: Q \ a N
<br /> °_ _ � �•� 4 II II 6. ANCHOR BOL.T NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2 TURN WITN NAND WRENCH, CARE SHALL BE TAKCN TO NOT OVER-TORQUE THE NUT. oo �
<br /> � 9 Q •� � �• � � � . � � � •° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � � �
<br /> , , ,-, � , , ,—, � �� BEAM PER PLAN 7. NDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED PQST. � �
<br /> � _ .
<br /> � I—) � I^ I ' � ( (_ (12) 0.148" DIA. X 3 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR TNE REQUIRED POST SPECIES AND GRADE. w o
<br /> PLYWOaD O.S.B. SHEAR PANELS s c H E�u�E �o R s i z E, S P A C I N G, 9. B U N D L E D S T U Q S P E R D E T A I L 1 8/S 1.3.
<br /> � AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. WSTALI. WITH STRAP MATE "NO WET STICKING".
<br /> HD TYPE 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. � �
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<br /> � i TYP CAI� DETA� FOR SNEARWA�� W/ �
<br /> SCALE: 3 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 8" = 1'-0" � a
<br /> O �
<br /> 6� I(�TERIOR NO�D�W�I _� HO�DOW�J AT EXTERIOR 80 FORCE TRA�ISFER AROU�ID WI�IDOW OPEN NGS 10 HO�DOW�1 �C FASTE�IER SCHEDU�E � �
<br /> _ � �
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<br /> SHEARWALL SHEARWALL Q ~
<br /> RE: PLAN RE: PLAN � Q
<br /> ADDED STUD FOR ADDEQ STUD FOR °' �
<br /> �
<br /> ND TYPE HOLDOWNS HD TYPE HOLDQWNS STRAP TYPE
<br /> (COUNTERSINK) HOLDOWN PER PLAN (COUNTERSINK) HOLDOWN PER PLAN HOLDOWN PER STRAP � �
<br /> _ ABOVE & BELOW FLOOR _ _ PLAN SAW CUT IN PLY TO RE: PLAN OVER � �
<br /> - = CL OF STUD _ = ACCEPT STRAP AT HOLDOWN NAILING RE: SHEATHING HO�DOWN NAILING RE: n
<br /> � _ _ _ = BEAM PER PLAN INTERIOR �
<br /> (3) 10d HOLQOWN SCHEDULE NOLDOWN SCHEDULE
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<br /> _ _ FLOOR ,101STS/RIM _ _ (TYP.) Q Q � i W
<br /> PER PLAN � �
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<br /> . . . . . �. . . � � � � -
<br /> JOISTS _ i Q.�
<br /> - PER PLAN BLKG. � WALL LINE � BUNDLED STl1DS � � �j
<br /> __ (TYP.) a � BUNDLEQ STUQS �,� � �
<br /> _ = PL. 5 X 5 X 3/8" w SCH DO LDOWN w RE: HQLDOWN � �
<br /> = SCHEDULE �
<br /> WOQD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � o
<br /> SCHEDULE SCHEDULE MULT. JQIST/BEAM U.N.O. RE; PLAN OVER SHEARWALL .�� �
<br /> SNEATHING RE: HOLDQWN SCHEDULE RE: PLAN
<br /> PER PLANS FOR ADDITIONAL INFO. �„� �
<br /> SHEARWALL � PROVIDE 1 5 f 8" MIN. END N OTE: Q�
<br /> RE: PLAN �C ,> SHEATHING NOT DISTANCE FOR STRAPS RE: HOLDOWN SCHEDULE p p
<br /> PROVIDE 1 5/8 MIN. END SHOWN FOR FOR ADDITIONAL INFO,
<br /> DISTANCE FOR STRAPS CLARITY � Q,)
<br /> SCALE: 3/4° = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> 11 TYPICA� HO�DOW�I F�OOR TO F�OQR 12 TYP CA� HO�DOWN TO BEANI 13 Na�DOW�I DETA � 14 15 EXTERIOR HO�DOWf� � � .
<br /> ❑ I� 0 0 If�TERIOR HO�DOW�1 0
<br /> � �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE � Q
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<br /> - ,- _ � ,� `1 �
<br /> INSTALL WASNERS ° P.E.N. ��'�
<br /> BETWEEN BOLT NUTS & PL.N, � �
<br /> WOOD �. SNUG TIGHT BOLT TYPE F.N. P.E.N. l
<br /> - ALT. LOCATIQN ADD STUD IF NO PL.N. C✓ �
<br /> _ 10d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SNEATHING r� �
<br /> _ _ PER PLAN (.148"DIA. X 3" LONG) " 1 � o '
<br /> �- - _ NpT 0 THIS SHEET FOR PANEL - NAILING NOTATIONS: � � �
<br /> NAfLING DETAILS P.E.N. = PANEL EDGE NAILING
<br /> �_ = PER SCHED. - �---- _ F,N, PL.N. = PL.ATE NAILING F.N. - F.N. � '�'�',
<br /> F.N. FIELD NAILING �
<br /> STRAP TYPE �
<br /> _ BOLT TYPE , P.E.N. P.E.N. � � �
<br /> . � ` �
<br /> PL.N. PL.N.
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<br /> � a� . . . o � I � .. . . .. . . �lOTE: NOTE:
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<br /> �. . . Q . , - HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> ^�° o' Q PER PLAN AND SCHEDULE. AND 5NEARWALL SCNEdULE
<br /> SCALE: 3j4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 �lOT USED 17 SECT ON � g TYPICAI� MU�T PLE STUD ATTA�HN1E�lT 19 HO�DOW�1 P�ACEME�ITS 20 STRUCTURAL WAL� I�lTERSECT 0�15 '
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