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<br /> NOTES:
<br /> NOTES: 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE (1) '�
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<br /> 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE (1) 2. EDGE NAILING 2 NOTES:
<br /> (12) ( )
<br /> (1) 2. PLYWOOD SHEATHING (3) (2) 3. PLYWOOD SHEATHING (3) _\ 1 ,I (6) (8) 1 (E) BASE WALL NOTES:
<br /> (2) (9) _ n ' 2. PLYWOOD SHEATHING 1. CORNER BARS SAME SIZE AND
<br /> (10) 4. PLYWOOD WEB JOISTS PER PLANz
<br /> (3) 3. PLYWOOD WEB JOISTS PER PLAN (4) (7) -_ SPACING AS HORIZONTAL E
<br /> i 4. RIM JOIST BY JOIST MANUFACTURER - ATTACH (4)
<br /> ___ (11) 5. PLYWOOD WEB JOIST BLOCKING AT 32" O.C. IIWA� _ 3. (E) JOISTS PER PLAN REINFORCING LAP PER GSN (24 8 Cii
<br /> - MINIMUM) CO
<br /> (4) (10) WITH (2) 10d NAILS PER JOIST \ ; (2)
<br /> 6. ! J! T
<br /> . PROVIDE4 - 2. CONCRETE STEM WALL OR(3)(9) 5 (E) FOOTINGTEM WALL7, SHEARLL 3. ALTERNATE BENDS ® � 0
<br /> L' (7) I SCHEDULE, EMBEDMENT PER GSN 6. ATTACH LEDGER TO RIM WITH (2) CO(5) 6. 5/8" DIAMETER ANCHOR BOLTS PER SHEARWALL
<br /> (6) SCHEDULE, EMBEDMENT PER GSN (8) 8. 4 BARS AT 18" O.C. MAXIMUM, ALTERNATE BENDS (5) STAGGERED CREWS NAILS @ 12" O.C. 4. REINFORCING PER PLANS AND/OR 0 ®n , s..... w co D
<br /> (13) DETAILS
<br /> 7. #4 BARS AT 18" O.C. MAXIMUM, ALTERNATE BENDS 7. SIMPSON IUS TYPE HANGER
<br /> (7) (11) '(i- d 9. (2) #4 BARS CONTINUOUS (2) (2)
<br /> 8. (2) #4 BARS CONTINUOUS (9) 8. JOIST PER PLAN °6c 0.1 6 -
<br /> 10. RIM JOIST BY JOIST MANUFACTURER - ATTACH WITH - Li '�
<br /> (2) 10d NAILS PER BLOCK
<br /> (8) - 9. EDGE NAILING (4) (4)
<br /> 8. 2x LEDGER BOARD MATCH
<br /> JOIST SIZE --
<br /> �,� . 10. SIMPSON A35, SPACING PER SHEARWALL SCHEDULE w 11. SIMPSON A35, SPACING PER SHEARWALL SCHEDULE 1' 0" MIN MIN.jr, . �-
<br /> 12. (6) 10d NAILS PER BLOCK
<br /> LL, - 11. 8" CONCRETE STEM WALL (MINIMUM) AND FOOTING, , -
<br /> 1 -0' MIN.jr, WIDEN FOOTING AS REQ'D FOR VENEER - SEE
<br /> ARCHITECTURAL FOR ADDITIONAL INFORMATION 13. CONCRETE STEM WALL (MINIMUM) AND FOOTING,
<br /> WIDEN FOOTING AS REQ'D FOR VENEER - SEE ,�
<br /> ARCHITECTURAL FOR ADDITIONAL INFORMATION PLAN-CORNER ,
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<br /> EXISTI FOUNDATION
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<br /> TYPICAL FOUNDATION STEMFALL WITH PL JOIST TYPICAL FAUN ATIC TF ALL KITH L JOISTcTF ALL I I®j IST j R 0,1
<br /> SCALE: N.T.S. �' �;`j
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<br /> SCALE: N.T.S. ° ,
<br /> SCALE: N.T.S. SCALE: N.T.S. V7. ;-r
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<br /> (3) (5)
<br /> (4) NOTES:
<br /> ,1 1. EDGE OF SHEARWALL 8. BASE PLATE NAILING PER 3 NOTES:
<br /> ES:
<br /> (5) SHEARWALL SCHEDULE
<br /> \././ (2) 2. DOUBLE STUDS AT SHEARWALL 1. ANCHOR BOLT PER SHEAR WALL
<br /> -' � (6) EDGES - ATTACH STUDS TO 9. PLYWOOD SHEATHING -- 1) SCHEDULE
<br /> ADJACENT STUD WITH 10d NAILS
<br /> �; \ (7) 6 ® AT 12" O.C. 10. RIM JOIST 2) 2. SLOTTED PLATE WASHER
<br /> �� 1 (8) ® ® 3. EDGE NAILING - NAIL TO TOP 11. TREATED BASE PLATE PER 3. STANDARD CUT WASHER :,
<br /> � 1 1 (9) PLATE SAME AS EDGE OF SHEARWALL SCHEDULE �\�� 3)
<br /> SHEARWALL NAILING \ `
<br /> \i -gird-
<br /> = 12. SOLID BLOCKING FOR FULL / \ \ k
<br /> --_ - f 4. HDU TYPE HOEDOWN REQUIRED BEARING \\, \
<br /> (14) ��,I (1a) BOTH EDGES OF SHEARWALL
<br /> 13. 5/8" DIAMETER ANCHOR BOLT ro
<br /> 1 I (12) 5. SHEATHING AND ATTACHMENT PER SET IN SIMPSON S.E.T. EPDXY, A \\ /)\\:\
<br /> .-I ., [13SHEARWALL SCHEDULE EMBED 10" MINIMUM
<br /> (14) (11) 7� �.
<br /> ® I a I Aiw i 6. EDGE NAILING AT SILL PLATE 14. SIMPSON COUPLER AND ROD
<br /> �9�Q,, ��
<br /> EXTENSION AS REQUIRED �15\ Q-'
<br /> (12) II 7. ANCHOR BOLTS PER SHEARWALL CD
<br /> \\1I I SCHEDULE
<br /> I (13) I I
<br /> CD
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<br /> 06 13 � SILL PLATE ANCHOR BOLT SLOTTED PLATE WASHER -
<br /> ( ) SCALE: N.T.S.
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<br /> SHEARWALL DETAIL WITH SIMPSON HU HL
<br /> coAT FLOOR SUPPORTED Y FOUNDATION T C®FIT
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