HomeMy WebLinkAboutMEZZ/LOWER ROOF FRAMING - M20-00013 - Zollinger - 3734 E Hwy 33 - Office/ShopMr=ZZ ./ LOAM ROOF FRANC I N6
SCALE: 1/8" = P -O"
15EAM SGHMULE
MARK
BEAM SIZE
FBI
(2) 13/4" X 12" LVL
F52
(2) 13/4" X 16" LVL
F53
(:2):211 X 12"
N
N
Lr=6r=NP
INDICATES LOCATION
OF SHEAR NALL5
INDICATES FLOOR
SHEATHING IN AREAS
ONLY FOR CLARITY.
PROVIDE FOR ENTIRE
FLOOR.
SHEAR PALL SGHWULE
NOTE5
OI FLOOR 5HEATHIN6 TO BE 5/4" EDGE GOLD TONGUE
AND GROOVE. GLUED AND NAILED.
I. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE 5PAGED AT
16" O.G. MAXIMUM.
2.ANGHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES
INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR
WALL5 (AWAY FROM EDGE OF SLAB OR SLAB STEP DOYiN) PER
GENERAL STRUCTURAL NOTES.
3.A MAXIMUM OF TWO ANCHOR 5OLT5 SHALL BE USED ON EACH SILL
PLATE PIECE. PROVIDE ONE ANCHOR BOLT MINIMUM WITHIN q
INCHES OF EACH END OF EACH PIECE, AND NO OL05M THAN 4 1/2"
TO END OF PLATE.
4.PROVIDE FULL HEIGHT DOUBLE STUBS AT ENDS OF SHEAR WALLS
UNLESS OTHERWISE NOTED ON PLANS OR DETAILS.
5. BLOCK ALL PANEL EDGES AND EDGE NAIL SHEATHING AT BLOCK
EDGES. SEE TYPICAL SHEAR WALL CONSTRUCTION DETAIL.
6.5HEATHIN6 SHALL BE ARRANGED 50 THAT THE WIDTH OF THE
SHEET IN A SHEAR WALL SHALL NOT BE LESS THAN 2 FEET.
7. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE ,101ST OR
SOLID BLOCKING UNLE55 NOTED OTHERWISE.
8,1=08 5/8" TO 3/4" THICK FLOOR SHEATHIN6, 3 1/4" (MIN) LONG
NAILS SHALL BE USED. FOR "1/8" TO 1 1/6" THICK FLOOR
SHEATHING, 3 1/2" (MIN) LON6 NAILS SHALL BE USED.
q. 5D5 50REW5 TO BE INSTALLED AS PER MANUFACTURES
RECOMMENDATIONS IN LOCATION AND LENGTH.
IO.PRE55URE TREATED DOU&LA5 FIR SHALL BE USED WHERE WOOD
MEMBER5 COME IN CONTACT WITH CONCRETE.
11. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE.
HOWEVER, NUT AND AA5HER SHALL NOT BE RECESSED INTO SILL
PLATE.
12.ALL NUTS SHALL HAVE 3"x3"xI/4" PLATE KASHER5.
MARK SHEATHING MATERIAL EDGE FIELD BOT. PLATE ATT.
-7/I(o" 0.5.8. BLOCKED ONE NAILING. NAILING 5/8" (p AB AT
SIDE OF HALL. FRAMING 8d AT 8d AT 42" O.G.
OAT ADJOINING PANEL b" O.G. 12" O.G. 16d 5TA66ERED
ED6E5 SHALL BE *DBL AT 4" O.G.
2x OR SINGLE 3x
*DBL 2x STUDS SHALL BE FACE NAILED WITH
Ibd AT 3" O.G. STA676ERED.
KEYNOTES:
1. STRAP FROM END OF UPPER
LEVEL SHEAR WALL WHERE
INDICATED ON PLANS. INSTALL
ON DBL STUD — EDGE NAIL
SHEATHING AT DOUBLE STUD
2. FULL HEIGHT DOUBLE STUDS
AT EACH END OF SHEARWALL
UNLESS NOTED OTHERWISE ON
PLANS — FACE NAIL DBL STUDS
W/ 16d AT 16" O.C.
3. EDGE NAILING AT ALL SHEATHING
PANEL EDGES PER SHEARWALL
SCHEDULE — STAGGER NAILS AT
DBL PLATE OR STUDS
4. HOLDOWN TO FOUNDATION W/
REQ'D ANCHOR BOLT OR STRAP
TO LOWER LEVEL AT ENDS OF
SHEARWALL WHERE INDICATED
ON PLANS
5. ANCHOR BOLTS TO FOUNDATION
OR NAILS TO LOWER FRAMING
PER SHEARWALL SCHEDULE
6. CONTINUOUS 2x SOLE PLATE.
7. FIELD NAILING AWAY FROM
PANEL EDGES PER SHEARWALL
SCHEDULE
8. SOLID 2x BLOCKING AT ALL
PANEL EDGES
9. VERTICAL STUDS AT 16" O.C.
10. PROVIDE ADDITIONAL KING STUDS
AT OPENING PER PLANS OR
SCHEDULE
11. CONT DBL 2x TOP PLATE,
SPLICE PER TYPICAL DETAILS
12. CONTINUE TOP PLATES OVER
HEADER
13. WOOD HEADER
14. TRIMMER STUD UNDER HEADER
PROVIDE ADDITIONAL TRIMMERS
WHERE INDICATED ON PLANS
15. WALL SHEATHING PER
SHEARWALL SCHEDULE
16. SOLID BLOCK TO RECEIVE STRAP
AS OCCURS, SEE PLAN
PETAL TYPICAL SHEARWALL CONSTRUCTION
5GALE: N.T.S.
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REVISION: REVISION:
DRAWN BY:
JOB NO:
R5M
68ct
CHECKED BY:
DATE:
JRA
JAN ' 17
PLOT DATE: 7-20-20
DRAWING NO.
ALE: 689-MEZZ-S1.2 * S1.2
51.2
OF =