HomeMy WebLinkAboutWWP2703627.11CMU 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)
5114
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:
(P / P ) + (Vs/ V ) = 1 WHERE:
s t t
P
s=
= Applied Service Tension Load
P 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 02
------ --- SOY
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 r _ ��"CHAMFER. ALL
OUTER EDGES
CAST -IN -PLACE CONCRETE 4:r 4" UNLESS
FLOOR, REINF. PER PLAN ' OTHERWISE NOTED
EQUIPMENT PAD
1" = 1'-0" 0
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 • " ►' . 611
#5 DOWELS @ 12" Q.C., 24"
ALTERNATE HOOKS ��� ►1, ' ►
(3) #5
8"
r ► b
V-6"
TYPICAL FOOTING
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306
S01
DOOR
%" PJF
EXTERIOR SLAB EXTEND CONCRETE FLOOR
ACROSS THRESHOLD
HOLD FOOTING DOWN 2 LAYERS OF 30#
+.
BUILDING PAPER
' SPREAD FOOTING
.• P .
•
V-13"
DOOR THRESHOLD Sol
1" = 1'-0"
#3 @ 12" O.C., EACH CAST -IN -PLACE CONCRETE
WAY, CENTER OF SLAB. LANDING. SLOPE AWAY
FROM DOOR AT 2% MIN.
I4" PJF _ PROPOSED
4fl GRADE
i
3'-8"
CONCRETE FLOOR
NOTE: ENTRANCE LANDING, WIDTH EQUAL TO
DOOR WIDTH PLUS 3" EACH SIDE, OR AS NOTED.
TYPICAL ENTRANCE LANDING DETAIL 308
NOT TO SCALE S01
2) #5 MIN IN GROUTED LINTEL BLOCK
CELLS, TYP.
F ,
OPENING I
GREATER THAN
t 24" IN EITHER
DIRECTION
DOUBLE 2x8 PRESSURE TREATED HEADER.
CONTINUOUS WITH 8"O J-BOLTS AT 32" O.C.
�— IN GROUTED VERTICAL CELLS, BOLT
LENGTH AS NECESSARY FOR 6"
EMBEDMENT.
10.00,
TOP OF WALL
`Y BOND BEAM. TOP COURSE
8.00' FWN16" 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)
"'BOND 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. MATCH LOCATIONS OF VERTICALLY
REINFORCED CELLS OF CMU WALL
ABOVE.
BOND BEAM — ..
�0.00,
BOND BEAM D
°
°
pP
CONCRETE FLOOR ° CONCRETE STEM
°.I WALL
P
CMU WALL 402
NOT TO SCALE S01
ROOFING —•.
PLYWOOD ROOF DECK 12
ANCHOR TRUSS TO 1" AIR 4
TOP PLATE PER PLAN �'� GAP, MIN.
FULL DEPTH VENTED
EAVE BLOCKING
FLASHING WITH
DRIP EDGE
— #5 @ 32" O.C. VERT.
BOND BEAM REINF. J
54"
#5 CORNER BARS AT ALL
54" BOND BEAM LOCATIONS AT
WALL CORNERS
CMU WALL
CMU WALL INTERSECTION /CORNER
VENTILATION BAFFLE,
INSTALL TO KEEP
INSULATION AWAY
FROM EAVE VENTS
1N6" COMPOSITE FASCIA W/ R-30 KRAFT PAPER FACED BATT
WOOD GRAIN PATTERN OVER INSULATION ON ALL CEILING
NAILER EQUAL TO TREXTRIM TRUSS SURFACES, INSTALL WITH KRAFT
FACED SIDE OF INSULATION
PRESSURE TREATED SOFFIT FACING INTERIOR OF BUILDING.
2"x4" NAILER WITH VENT
1"x4" CEDAR TRIM FINISH CEILING WITH ONE LAYER
1 "x2" COMPOSITE TRIM W/J , `— OF Y8" GYPSUM WALLBOARD,
WOOD GRAIN PATTERN, CONTINUOUS, TYP. FINISH SMOOTH AND PAINT WHITE.
CONTINUOUS, TYP.
ATTACH TRUSS TO SILL CONTINUOUS TRIM
k f� PLATE WITH SIMPSON HOLD
DOWN ANCHOR PER PLAN
t $ 7
CMU WALL/TRUSS CONNECTIONS 501
S01
1
(1 1) #5 EACH SIDE OF
OPENING, FULL TYPICAL CMU OPENING 401
HEIGHT, TYP. SOY
NOT TO SCALE
r
1" = 1'-0"
RIDGE VENT, PROVIDE END
CAPS PER MANUFACTURER'S
SPECIFICATIONS
I-- 3" MIN 1
METAL
— ROOFING
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