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1 JEFFERSON COUNTY
___ DEPT. OF COMMUNITY DEVEFOPMFNT
SPAN REBAR 51IRRUPO
m 0) #4 G) #5 W/ #3 STIRRUP 'a 6' k) #5 W/ #3 STIRRUP 96' ' p) #5 W/ #3 STIRRUP 96"
INTEL REINFORCING SCHEDULE
SEE ATACHED STIRRUP DETAIL SHEET PS -01,04
STIRRUPS NOT REQ ID OPENINGS LESS THAN 4'-0'
---� SEE ATACHED REINF. DETAIL SHEET PS -01,01
TYPICAL LINTEL
4' DRAIN
WRAP W/
4
2 $0, FT/FT
OF DRAIN
ROCK t
WRAP IN
GEO-
TEXTILE
=_ O 11'
ALTERNATE
HOOK
DIRECTION
7-b" I
TYPICAL t C.F FOUNDATION
SEE EACH WALL LEVEL FOR
HORZ. t VERT. STEEL SPEC'S
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REVISION
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JEFFERSON COUNTY
DFCT. OF COiVMUNP DEVELOPMENT
BRACED WALL PANELS
Q4P MINIMUM PLYWOOD SHEAR. WALL PANEL AT I A 2 STORY BUILDINGS PLACED WITHIN
B-0' OF CORNERS AND EVERY 2f -r Or. AT THE FIRST FLOOR OF TWO STORY
BUILDINGS SHEAR WALL PANELS IN EACH WALL LINE SHALL TOTAL 25% OF THE BUILDING
LENGTH AT THAT WALL LINE. 1f2' CDX PLYWOOD ONE SIDE (block ID panel adpa)
NAILED WITH Rd NAILS 0 4. OC. TO STUDS 0 PANEL EDGES, 4' Or. INTO SOLE
PLATES, 4' O.C. INTO TOP PLATE AND I2' O.C. INTERMEDIATE STUDS. HDU4 SDI 2S
HOLDOWNI RBQUIRED@ BA. END. MAXIMUM WALL HEIGHT 1810'-'.
30' MINIMUM PLYWOOD SHBAB WALL PANEL AT 1 STORY BUILDINGS TO REPLACE
PANEL K 112' CDX PLYWOOD ONE SIDE (block all plywood panel edge#) NAMED
WITH 84 NAILS AT 4' OC. TO STUDS AT PANEL EDGES, 4' O.C. INTO SOLE PLATES,
COC. INTO TOP PLATE AND 12'OC.IITERMEDIATE STUDS. PROVIDE MIN. TWO
ANCHOR BOLTS AT BACK PANEL PLACED AT PANEL ENDS AND HDU4 SDI 4D
KOLDOWN AT r CONCRETE WALLS (=1x.180016 uplift) INSTALLED PER MANUFACTURERS
SPECIFICATIONS AT EACH END OF PANEL. PROYIDE CONTINUOUS FOUNDATION WITH
MINIMUM OF 1. 84 BRIAR TOP AND BOTTOM FOR FULL LENGTH OF WALL LINE (do eat
Aop fooHnp at ~ door opeaiap} MAXIMUM WALL HEIGHT It NP4P.
32' MINIMUM PLYWOOD SHEAR WALL PANEL AT FIRST FLOOR OF TWO STORY BUILDINGS
TO REPLACE PANEL IL 1/2' CDX PLYWOOD EACH SIDE ( block all plywood panel
edged) NAMED WITH Si NAILS 0 4' OC. TO SPUDS AT PANEL EDGES, 4' OC.INTO
SOLE PLATES, 4'0,C. INTO TOP PLATB AND 12'09.INTRBMBDIATE STUDS. PROVIDE
MINIMUM 2 ANCHOR BOLTS AT BACH PANEL PLACED AT PANEL ENDS AND HDU4 SDS 23
HOLDOWN WITH 8811120 ANCHOR BOLT AT P CONCRETE WALLS (nie.30001k uplift)
INSTALLED PER THE MANUFACTURERS SPECIFICATIONS AT RACE END OF PANEL, PROVIDE
CONTINUOUS FOUNDATION WITH MU41MUM OF 1.84 REBAR TOP AND BOTTOM FOR PULL
LENGTH OF WALL LINE (do act atop foodAp at gasp doff apeeiep? MAXIMUM
WALL HEIGHT 1810'-0'.
8P MINIMUM GWB INTERIOR SHEAR WALL PANEL AT I A 2 STORY BUILDINGS IN WALL
®LINES NAILED WITH 5d COOLER OR WALLBOARD SCREWS AT T Of- TO ALL
STUDS AND BLOCKING, T' Or. INTO SOLE PLATES, T OC. INTO TOP PLATE. NO
HOLDOWNS REQUIRED. MAXIMUM WALL HEIGHT U IW-V.
SET FIRST IT' iR�i68 � L P
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AGAINST EXIS'PG ►
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STRUCTURE NEXT
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NOTE: CARRY ALL PANELS TO GRADE. AT UPPER STORY OVER WALLS BELOW
USB HD2A TIES BETWEEN FLOORS, PER ENGINEERING NOTES' TO PROVIDB CONTINUITY.
NOTE= MST4S STRAP 9
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