HomeMy WebLinkAboutS-362711CMU 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 ANDIOR MINIMUM SPACING CAN NOT BE ACHIEVED, REFER TO
PRODUCT INFORMATION FOR REDUCTION IN ALLOWABLE LOADS.
HILT] HY -150 - 316 STAINLESS STEEL THREADED ROD
DIAMETER OF ROD (INCHES) 318 112 5/8
MINIMUM EMBEDMENT DEPTH (INCHES) 3112 4114 5
MINIMUM CONCRETE THICKNESS (INCHES) 5114 63/8 7112
MINIMUM EDGE DISTANCE (INCHES) 51/4 6112 7112
MINIMUM ANCHOR SPACING (INCHES) 7 8112 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) 114' 5116' 3/8° 112'
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:
(p /p ) +(V /V ) =1 WHERE: p = Applied Service Tension Load
s t s t Pt = Allowable Service Tension Load
ALLOWABLE LOADS FOR ANCHORS Vs = Applied Service Shear Load
SUBJECTED TO COMBINED SHEAR AND V t = Allowable Service Shear Load
TENSION
CMU ANCHOR e
S01
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. 4x4 W1.4xW1.4 WWM AT TOP FACE WITH 12'
#4 DOWELS, EACH CLEAR COVER
CORNER AND 18' O.C., 3'
EMBEDMENT INTO FLOOR 3a' CHAMFER, ALL
OUTER EDGES
AST-IN-PLACE CONCRETE.�:.r:�.�_ 4'UNLESS
FLOOR, REINF. PER PLAN ` OTHERWISE NOTED
EQUIPMENT PAD D
CONT. CORNER BARS
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 6'
t?
_..— -- -- -5 #5 DOWELS @ 12-O.C.,
ALTERNATE HOOKS :, 24'
(3) #5
♦ 6
II 8„ •p
TYPICAL BAR DETAILING TYPICAL FOOTING
AT FOOTING CORNER
SPREAD FOOTING 06
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DOOR
PJF EXTEND CONCRETE FLOOR
EXTERIOR SLAB ACROSS THRESHOLD
HOLD FOOTING DOWN . r. ;:" : 2 LAYERS OF 30#
BUILDING PAPER
SPREAD FOOTING
1 =6"
DOOR THRESHOLD tQ6
,
1"= P -0"
#3 @ 12" O.C., EACH CAST -IN -PLACE CONCRETE
WAY, CENTER OF SLAB. LANDING. SLOPE AWAY
FROM DOOR AT 2% MIN.
3q PROPOSED
"PJF
4° `GRADE
3-8ry.
CONCRETE FLOOR
NOTE: ENTRANCE LANDING, WIDTH EQUAL TO
DOOR WIDTH PLUS 3" EACH SIDE, OR AS NOTED.
TYPICAL ENTRANCE LANDING DETAIL
NOT TO SCALE S01
(2) #5 MIN IN GROUTED
CELLS, TYP.
(1) #5 EACH SIDE OF
OPENING, FULL
HEIGHT, TYP.
1111111141
#5 @ 32" O.C, VERT.
DOUBLE 2x8 PRESSURE TREATED HEADER,
CONTINUOUS WITH s8 "0 J -BOLTS AT 32" O.C.
IN GROUTED VERTICAL CELLS, BOLT
LENGTH AS NECESSARY FOR 6" -
EMBEDMENT.
10.OV BOND BEAM REINF.
TOP OF WALL
j� BOND BEAM, TOP COURSE
8 "xB'xl6" SPLIT -FACE CMU BLOCK, PROVIDE
BOND BE WEATHERPROOF AND ANTI - GRAFFITI 54"
COATING ON EXTERIOR. PROVIDE SMOOTH
FACE BLOCKS WHERE LIGHTS AND #5 CORNER BARS AT ALL /
EQUIPMENT ARE PROPOSED ON WALLS BOND BEAM LOCATIONS AT
CMU WALL INSULATION. ALL WALL CORNERS
WALL CMU BLOCK TO BE
GROUTED SOLID AS SPECIFIED.
INTERIOR FACE OF ALL CMU CMU WALL
BLOCKS TO BE SMOOTH FACE
BOND BEAM WITH 95 CONTINUOUS,
B LAPJOINTS 2a'MINIMUM(TYPICAL)
OND CMU WALL INTERSECTION / CORNER
4.00'
BE AM .. ,
#5 VERTICAL RST @ 32' O.C. MAX.
TIE RST TO DOWELS IN FLOOR, FILL
ALL REINFORCED CELLS WITH
GROUT. DO NOT GROUT
UNREINFORCED CELLS.
BOND BEAM
BOND BEAM ".
°
D°
CONCRETE FLOOR °
FLASHING WITH
DRIP EDGE
#5 DOWELS AT 32" O.C., TYPICAL, TO
MATCH LOCATIONS OF VERTICALLY
REINFORCED CELLS OF CMU WALL
ABOVE.
CONCRETE STEM
WALL
CMU WALL o,
NOT TO SCALE
ROOFING
PLYWOOD ROOF DECK
ANCHOR TRUSS TO V AIR
TOP PLATE PER PLAN GAP, MIN.
FULL DEPTH VENTED
EAVE BLOCKING �Y
12
VENTILATION BAFFLE,
INSTALL TO KEEP
INSULATION AWAY
FROM EAVE VENTS
-- - - — - 1 "x6' COMPOSITE FASCIA W/ ^� %/ / R-30 KRAFT PAPER FACED BATT
- WOOD GRAIN PATTERN OVER IILI INSULATION ON ALL CEILING
- - -
NAILER EQUAL TO TREXTRIM I TRUSS , - SURFACES, INSTALL WITH KRAFT
FACED SIDE OF INSULATION
PRESSURE TREATED SOFFIT / FACING INTERIOR OF BUILDING.
-_ -_. WITH VENT /-
2'x4' NAILER
DOOR OPENING 1 'x4' CEDAR TRIM, FINISH CEILING WITH ONE LAYER
1'x2' COMPOSITE TRIM W/ OF V GYPSUM WALLBOARD,
GREATER THAN CONTINUOUS, TYP.
WOOD GRAIN PATTERN, FINISH SMOOTH AND PAINT WHITE.
- - - - - 24" IN EITHER - CONTINUOUS, TYP.
DIRECTION -- - ATTACH TRUSS TO SILL CONTINUOUS TRIM
- - -__ - -- _- - PLATE WITH SIMPSON HOLD
DOWN ANCHOR PER PLAN
- - CMU WALL/TRUSS CONNECTIONS 5D,
TYPICAL 401
CMU OPENING
NOT TO SCALE �
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5- 362111
RIDGE VENT, PROVIDE END
CAPS PER MANUFACTURER'S
SPECIFICATIONS
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