HomeMy WebLinkAboutWWP2703626.8CMU ANCHORS SHALL BE HILTI HY-150 ADHESIVE ANCHORS FOR USE IN GROUTED CMU
CELLS OR HILTI HIT-HY 20 HYBRID ADHESIVE ANCHORS FOR USE IN UNGROUTED CMU CELLS.
WHERE SIZE IS CALLED OUT ON THE DRAWINGS, PROVIDE MINIMUM EMBEDMENT DEPTHS AS
SHOWN ON THE FOLLOWING TABLES. PROVIDE MINIMUM EDGE DISTANCES AND SPACING AS
SHOWN ON THE FOLLOWING TABLES UNLESS SPECIFICALLY DETAILED OTHERWISE.
INSTALL ANCHORS IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
NOTIFY OWNER 24 HOURS IN ADVANCE OF INSTALLATION OF ALL ANCHORS.
WHERE SIZE IS NOT CALLED OUT. ANCHOR SHALL BE SELECTED BASED ON DESIGN LOADS.IF
THE MINIMUM EDGE DISTANCE AND/OR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO
PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS.
HILTI HY-150 - 316 STAINLESS STEEL THREADED ROD
DIAMETER OF ROD (INCHES)
3/8
1/2 5/8
MINIMUM EMBEDMENT DEPTH (INCHES)
31/2
41/4 5
MINIMUM CONCRETE THICKNESS (INCHES)
51/4
6 3/8 71/2
MINIMUM EDGE DISTANCE (INCHES)
51/4
61/2 71/2
MINIMUM ANCHOR SPACING (INCHES)
7
81/2 10
ALLOWABLE TENSION LOAD CAPACITY (POUNDS)
2,540
3,690 4,920
ALLOWABLE SHEAR LOAD CAPACITY (POUNDS)
1,875
3,335 5,060
HILTI HY 20 - STAINLESS STEEL THREADED ROD
DIAMETER OF ROD (INCHES)
1/4"
5/16" 3/8" 1/2"
MINIMUM EDGE DISTANCE (INCHES)
12"
12" 12" 12"
MINIMUM ANCHOR SPACING (INCHES)
(1) ANCHOR PER BLOCK CELL
ALLOWABLE TENSION LOAD CAPACITY (POUNDS)
255
370 525 525
ALLOWABLE SHEAR LOAD CAPACITY (POUNDS)
340
505 790 1,230
FORCES ARE DETERMINED BY THE
FOLLOWING FORMULA:
(PS/ P ) + (Vs/ V ) = 1 WHERE:
t t
P
= Applied Service Tension Load
P t= Allowable Service Tension Load
ALLOWABLE LOADS FOR ANCHORS
V s
= Applied Service Shear Load
SUBJECTED TO COMBINED SHEAR AND
V t = Allowable Service Shear Load
TENSION
CMU ANCHOR �2
NOTE: SEE MECHANICAL DRAWINGS FOR
EQUIPMENT LOCATION AND DIMENSIONS.
CAST -IN -PLACE CONCRETE, ROUGHEN FLOOR
3" MIN. BEYOND UNDER PAD PRIOR TO POURING PAD. PROVIDE
EQUIPMENT BOLTS, TYP. 44 W1.4xW1.4 WWM AT TOP FACE WITH 1%"
#4 DOWELS, EACH CLEAR COVER
CORNER AND 18" O.C.. 3"
EMBEDMENT INTO FLOOR �4' CHAMFER, ALL
OUTER EDGES
CAST -IN -PLACE CONCRETE ��x ,worm.. �:x 4" UNLESS
�.x
FLOOR, REINF. PER PLAN ° •..: OTHERWISE NOTED
Or
EQUIPMENT PAD
TYPICAL BAR DETAILING
AT FOOTING CORNER
CMU DOWELS TO MATCH
WALL VERTS. EXTEND
2'-0" INTO CMU WALL
CMU WALL
#5 @ 12" O.C., MIN. 2 /2" PJF, TYP. UNO
FLOOR SLAB
FOOTING
INSULATION �\ 1r
#5 DOWELS @ 12" O.C.,
ALTERNATE HOOKS ^ ° 24"
° (3) #5
vj •
8"
1'-6"
TYPICAL FOOTING
SPREAD FOOTING
1" = 1'-0"
�— DOOR
�2° PJF
EXTERIOR SLAB EXTEND CONCRETE FLOOR
ACROSS THRESHOLD
HOLD FOOTING DOWN 2 LAYERS OF 30#
i p-•
BUILDING PAPER
J
' SPREAD FOOTING
I-- 1'-6" --�I
DOOR THRESHOLD sot
1"= 1,-�u
#3 @ 12" O.C., EACH
WAY, CENTER OF SLAB. CAST -IN -PLACE CONCRETE
r- LANDING. SLOPE AWAY
4" PJF FROM DOOR AT 2% MIN.
PROPOSED
:... ... , 411 GRADE
3'-8"
CONCRETE FLOOR
NOTE: ENTRANCE LANDING, WIDTH EQUAL TO
DOOR WIDTH PLUS 3" EACH SIDE, OR AS NOTED.
TYPICAL ENTRANCE LANDING DETAIL 08
NOT TO SCALE `Sr
DOUBLE 2x8 PRESSURE TREATED HEADER,
CONTINUOUS WITH "0 J-BOLTS AT 32" O.C.
IN GROUTED VERTICAL CELLS. BOLT
LENGTH AS NECESSARY FOR 6"
EMBEDMENT.
10.00,
TOP OF WALL
BOND BEAM, TOP COURSE
8 00' 8"x8"x16" SPLIT -FACE CMU BLOCK, PROVIDE
BOND BEAM WEATHERPROOF AND ANTI -GRAFFITI
COATING ON EXTERIOR. PROVIDE SMOOTH
�-' FACE BLOCKS WHERE LIGHTS AND
EQUIPMENT ARE PROPOSED ON WALLS
CMU WALL INSULATION. ALL
WALL CMU BLOCK TO BE
GROUTED SOLID AS SPECIFIED,
INTERIOR FACE OF ALL CMU
BLOCKS TO BE SMOOTH FACE
BOND BEAM WITH #5 CONTINUOUS,
4.00' �- - LAP JOINTS 24" MINIMUM (TYPICAL)
"LJBOND BEAM
#5 VERTICAL RST @ 32" O.C. MAX.
TIE RST TO DOWELS IN FLOOR, FILL
ALL REINFORCED CELLS WITH
GROUT. DO NOT GROUT #5 DOWELS AT 32" O.C., TYPICAL, TO
UNREINFORCED CELLS. f MATCH LOCATIONS OF VERTICALLY
REINFORCED CELLS OF CMU WALL
ABOVE.
BOND BEAM
0.00'
BOND BEAM . .
o a a
s
� n
t>
CONCRETE FLOOR -j a CONCRETE STEM
._ a= WALL
CMU WALL 402
NOT TO SCALE S01
ROOFING
PLYWOOD ROOF DECK
ANCHOR TRUSS TO 1" AIR _
TOP PLATE PER PLAN GAP, MIN.
FULL DEPTH VENTED
EAVE BLOCKING
aw-
12
4r, n'101r n r \/CDT
BOND BEAM REINF,
#5 CORNER BARS AT ALL
54" BOND BEAM LOCATIONS AT
WALL CORNERS
CMU WALL
CMU WALL INTERSECTION / CORNER 40
,„ S01
1'-0"
VENTILATION BAFFLE,
INSTALL TO KEEP
INSULATION AWAY
FROM EAVE VENTS
FLASHING WITH
(2) #5 MIN IN GROUTED LINTEL BLOCK -,,,,DRIP EDGE
CELLS, TYP.
I R-30 KRAFT PAPER FACED BATT
^ INSULATION ON ALL CEILING
1"x6" CEDAR FASCIA TRUSS SURFACES, INSTALL WITH KRAFT
-- - - — - OVER NAILER FACED SIDE OF INSULATION
I
-- SOFFIT FACING INTERIOR OF BUILDING.
PRESSURE TREATED J
WITH VENT
-- 2"x4" NAILER
r
I I FINISH CEILING WITH ONE LAYER
DOOR - -- OPENING 1"x4" CEDAR TRIM,
GREATER THAN - s 1"x2"CEDAR TRIM, j CONTINUOUS, TYP. OF 5/" GYPSUM WALLBOARD,
24'" IN EITHER CONTINUOUS, TYP. FINISH SMOOTH AND PAINT WHITE.
J_.
DIRECTION ATTACH TRUSS TO SILL CONTINUOUS TRIM
PLATE WITH SIMPSON HOLD
' DOWN ANCHOR PER PLAN
CMU WALL/TRUSS CONNECTIONS 501
(1) #5 EACH SIDE OF
OPENING, FULL
HEIGHT, TYP.
TYPICAL CMU OPENING 401
NOT TO SCALE S01
RIDGE VENT, PROVIDE END
CAPS PER MANUFACTURER'S
SPECIFICATIONS
�1 3" MIN I
METAL
ROOFING
1 1/ /
OOF TRUSS
2X FLAT PLYWOOD
BLOCKING, TYP DECKING
RIDGE VENT DETAIL 502
NOT TO SCALE S01
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
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0 1" 2"
DRAWING IS NOT TO SCALE
IF BAR IS NOT 2" LONG
PLOT: 1 DWG N6
ENGINEER: DEB S02
REVIEWED MM
DATE. Nov 11, 2014 O�
CLIENT: REN
JOB NO. 112-023 T270
FILENAME LIND—D—S02,DWG
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