My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD BASE FILE 2025-01-31
>
Address Records
>
W CASINO RD
>
3003
>
BASE FILE
>
3003 W CASINO RD BASE FILE 2025-01-31
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/31/2025 1:29:09 PM
Creation date
1/28/2025 11:40:42 AM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BASE FILE
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
271
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
DEWALT <br /> ENGINEERED BPr?o! INSTALLATION SPECIFICATIONS <br /> INSTALLATION SPECIFICATIONS <br /> Installation Table for Power-Stud+ SD2' • <br /> Anchor Property/ Nominal Anchor Size <br /> Setting Information Notation Units 3/8" 1/2" 5/8" <br /> Anchor diameter da in. 0.375 0.500 0.625 0.750 <br /> (mm) (9.5) (12.7) (15.9) (19.1) <br /> Minimum diameter of hole in. 7/16 9/16 11/16 13/16 <br /> clearance in fixture dh (mm) (11.1) (14.3) (17.5) (20.6) <br /> Nominal drill bit diameter dbrc in, 3/8 1/2 5/8 3/4 <br /> ANSI ANSI ANSI ANSI <br /> Minimum nominal in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 <br /> embedment depth' hnem (mm) (60) (64) (95) (98) (124) (114) (146) <br /> Effective embedment he in. 2 2 3-1/4 3-1/4 4-1/4 3-3/4 5 <br /> (mm) (51) (51) (83) (83) (108) (95) (127) <br /> Minimum hole depth2 ho (mm) (67) n0) (102) (108) (133) (127) (159) <br /> Minimum concrete hmin in. 4 4-1/2 6 5-3/4 5-3/4 5-3/4 6-1/2 8 7 10 <br /> member thickness (mm) (102) (114) 1 (152) (146) (1, (146) (165) (203) (178) (254) <br /> Minimum overall anchor length' fob in. 3 3-3/4 4-1/2 4-3/4 6 5-1/2 7 <br /> (mm) (76.2) (95) (114) (121) (152) (140) (178) <br /> Minimum edge distance' Cmin in. 2-1/2 4 2-3/4 4 2-3/4 4-1/4 4-1/4 5 4-1/2 N <br /> (mm) (63.5) t <br /> (70) (102) (70) (108) (108) (127) (114) <br /> 0 0 <br /> Minimum spacing distance Smin in. 3-1/2 6 4 6 4-1/4 4-1/4 6 6 Q(mm) (88.9) (152) (102) (152) (108) (108) (152) (152) y C__ <br /> Critical edge distance' cac in. 6-1/2 8 10 8 15-3/4 10 12 12 ♦ LD <br /> -LD <br /> (mm) (165.1) (203) (254) (203) (400) (254) (305) (305) @ = <br /> Installation torque Timt ft.-lb. 20 40 60 110 Q Q <br /> (N-m) (27) (54) (81) (149) LU <br /> Torque wrench socket size in. 9/16 3/4 15/16 1-1/8 F <br /> M <br /> Nut height in. 21/64 7/16 35/64 41/64 70 <br /> For SI:1 inch=25.4 mm,1 ft-Ibf=1.356 N-m. g <br /> 1. The embedment depth,hnem,is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. IM 0 <br /> U <br /> 2. For installations through the soffit of steel deck into concrete see the installation details in Figure A,B,and C.In addition,anchors shall have an axial spacing along the flute equal to the W = <br /> greater of 3het or 1.5 times the flute width.The hole diameter in the steel deck must not exceed the hole diameter in the concrete by more than 1/8-inch(3.2 mm). CZ <br /> 3. The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publication compared with the requirements to achieve the minimum nominal o <br /> embedment depth and possible fixture attachment. K__ <br /> 4. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies in accordance with the installation specifications and design information provided the O (D <br /> concrete thickness above the upper flute meets the minimum thicknesses specified in the tables;see Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies <br /> table and installation detail D. <br /> Anchor Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies34 _ <br /> Anchor Property/ Nominal Anchor Size(inch) <br /> Setting Information Notation Units 3/8" 1/2" <br /> Nominal drill bit diameter dbe in. 3/8 ANSI 112 ANSI <br /> Minimum nominal embedment depth' hnom n. 2(mm) (660)0) ((6464)) <br /> Effective embedment he, in. 2.00 2.00 <br /> (mm) (51) (51) <br /> Minimum concrete member thickness' hmin,deck in. 2-1/2 2-1/2 <br /> (mm) (64) (64) <br /> Critical edge distance Cac,deck,top (n.) (203) (229) <br /> Minimum edge distance Cmin,deck,top in. 4 2-3/4 4 8 <br /> (mm) (102) (70) (102) (203 <br /> Minimum spacing distance Smin,deck,top in. 3-1/2 6 8 4 <br /> s <br /> (mm) (89) (152) (203) (102) <br /> Minimum hole depth ho in. 2-1/2 2-1/2 <br /> (mm) (64) (64) <br /> Installation torque Tins ft.-lb. 20 40 0 <br /> (N-m) (27) (54) <br /> Torque wrench socket size in. 9/16 3/4 I z <br /> Nut height Ein. 21/64 7/16 <br /> U <br /> For SI:1 inch=25.4 mm,1 ft-Ibf=1.356 N-m. s <br /> 1. The embedment depth,hnem,is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. <br /> 2. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies provided the concrete thickness above the upper flute meets the minimum thicknesses <br /> specified in this table.Minimum concrete member thickness refers to the concrete thickness above the upper flute(topping thickness).See Installation Detail D. <br /> 3. For all other anchor diameters and embedment depths,refer to the installation table for applicable values of hmin,Cmin and smin. <br /> a <br /> 4. Design capacities shall be based on calculations according to values in Tension and Shear Design Information for Anchors in Concrete tables. Z <br /> s <br /> U <br /> H <br /> 1-800-4 DEWALT <br />
The URL can be used to link to this page
Your browser does not support the video tag.