HomeMy WebLinkAbout123 W Huntington Dr - 2024 - Hilton Hotel GeneratorSpecification Name:Generators CSI Code:26 32 13 -004 - R1
Detail Description:Updated Emergency Generator Anchorage Status:For Approval
Category:Shop Drawings Submittal Pkg. #:271
Date:6/27/2024 Due Date:7/3/2024
REVIEWED AND FORWARDED FOR APPROVAL
REVIEWED WITH EXCEPTIONS NOTED
NONCONFORMING, REVISED & RESUBMITTED
The Submittals have been reviewed for general conformation to the design
intent of the contract documents with regard to type and quality and not quantity
and/or dimensions, which are the responsibility of the subcontractor and/or
supplier making the submittal. The subcontractor and/or supplier is responsible
for coordination of their work with other trades. Review of submittals and/or
shop drawings does not relieve the subcontractor's and/or supplier's
responsibility for any errors, omissions and/or changes for the requirements of
the contract documents, nor for errors and/or omissions made by subcontractor
and/or supplier in bad submittals and/or shop drawings.
R.D. OLSON CONSTRUCTION
BY:Moheb Bottros DATE:6/27/2024
JOB:Hilton - Arcadia (230100)SPEC:26 32 13 -004 - R1
Project Name:Hilton - Arcadia Project Number: 230100
Comment:
Please find attached Submittal 263213-004 R1 - Updated Emergency Generator Anchorage for your review and approval.
Submittal Transmittal
400 SPECTRUM CENTER DRIVE, SUITE 1200 IRVINE, CALIFORNIA 92618 TEL: 949-474-2001 WEBSITE: WWW.RDOLSON.COM
Page 1 of 1
NO EXCEPTION TAKEN REJECTED
MAKE CORRECTIONS NOTED
REVISE AND RESUBMIT
SUBMIT SPECIFIED ITEM
Review is only for conformance with the design concept
of the project and general compliance with information
given in the contract documents. Any action indicated is
subject to the requirements of the contract documents.
Contractor is responsible for: dimensions to be confirmed
and correlated at the job site, information that pertains
solely to fabrication processes and to techniques of
construction, coordination of his work with that of all other
trades, and the satisfactory performance of his work.
By:
Date:
MHP, INC.
STRUCTURAL ENGINEERS
3900 COVER STREET
LONG BEACH, CA 90808
x
GL
07/01/2024
Hilton Arcadia Hotel
125 W. Huntington Drive
Arcadia CA 91006
AJK JOB #1078
Generator Detail Deferred Submittal
Date: 6.6.2024
For city submission
NOTE:
*Generator is Natural Gas not requiring :
Separate Permit due to no fuel tank.
A. J. Kirkwood & Associates, Inc.
▪ 4300 N Harbor Blvd. ▪ Fullerton, CA 92835 ▪ 714.505.1977 ▪ Fax: 714.505.7030 ▪
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R R
2868
113[ ]
2380
94[ ]
1196
47[ ]
102
4[ ]
1771
69.7[ ]
400
15.7[ ]
2X 196
7.7[ ]
730
28.7[ ]
1120
44.1[ ]
COOLING AIR INLET
CLEARANCE
(MINIMUM)
750
29.5[ ]
2X 968
38.1[ ]
2X 761
30[ ]
168
6.6[ ]
52
2[ ]
COOLING AIR OUTLET
CLEARANCE (WEATHER
ENCLOSURE MINIMUM)
969
38.2[ ]
200
7.9[ ]
( )1836
72[ ]
1016
40[ ]
991
39[ ]
25
1[ ]
1111
43.7[ ]
1846
72.7[ ]
3062
120.6[ ]
Part Number A055J590
Part Noun Name OUTLINE,GENSET
Cummins Inc.
R
DIMENSIONS ARE IN: MILLIMETERS
[ ] ARE IN: INCHES SIZE:D SCALE:1/16
DIMENSIONING AND TOLERANCING PER:
ASME Y14.5-2009 THIRD ANGLE PROJECTION
CAD SYSTEM
PTC Creo Parametric
LAST DATUM LETTER USED: - LAST REFERENCE LETTER USED: -
MODEL/PLATFORM: ARROW THIS PART IS SIMILAR TO: -
UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY ANG. TOL.: # 1 $
SURFACE FINISH PER: - SURFACE FINISH:-
WALL THICKNESS: - DRAFT ANGLES: - EDGE RADII: - FILLET RADII:-
DIMENSIONAL TOLERANCES:X # 1 .X # 0.8 .XX # 0.38
HOLE SIZE 0.00-4.99
TOL. +0.15/-0.08
HOLE SIZE 5.00-9.99
TOL. +0.20/-0.10
HOLE SIZE 10.00-17.49
TOL. +0.25/-0.13
HOLE SIZE 17.50-24.99
TOL. +0.30/-0.13
GENSET
MODEL
OUTLINE
ENCLOSURE
INSTALLATION
CHASSIS
INSTALLATION
ENCLOSURE
LIST SHIPPING
PARTS
INSTALLATION
SKID PAN
KIT
ENCLOSURE
C125N6,
C200N6,
C175N6B,
C200N6B
A055V238
(F216-2)
A053K978
(F179)-2
A054F443
(P176-2)
A055D562
(A322-2)A054Y470
(F250-2)NAA054Z702
(P176-2)
A055F203
(A322-2)
NOTES:
1. DIMENSIONS IN [ ] ARE IN INCHES.
GENERATOR SET BASE HAS A FLANGE THICKNESS OF 3.42 MM.
ALLOW EXTRA LENGTH ON HARDWARE FOR UNEVENESS
OF MOUNTING SURFACE.
GENERATOR SET BASE PERIMETER IS SHOWN. FOUNDATION
SHOULD BE EXTENDED BEYOND THIS PERIMETER.
SEE (T030) APPLICATION MANUAL.
FUEL SIDE INLET CLEARANCE.
(NOTE REMOVED)
6. FOR IBC SEISMIC CERTIFIED INSTALLATION. SEE GENSET
IBC SEISMIC INSTALLATION REQUIREMENTS DRAWING.
HOLES IN GENERATOR SET BASE AT THESE LOCATIONS ARE
INTENDED FOR ATTACHMENT TO THE MOUNTING SURFACE.
REFER TO CIRCUIT BREAKER OUTLINE DRAWING FOR COMPLETE ELECTICAL
STUB-UP INFORMATION FOR SPECIFIC BREAKERS AND BREAKER POSITIONS.
3D VIEW
3D - GENSET WITH SHIPPING SKID
ACCESSORY
WIRE STUB-UP (AC)
GENSET
CONTROL
WIRE
STUB-UP
(DC)
CIRCUIT BREAKER
STUB-UP
6X
M16 OR 5/8
BOLT OR STUD
2
3
4
5
7
8
4
4
8 2
7 7
7
77
7
Cummins Data Classification:
Cummins Confidential
This document (and the information shown thereon) is
Confidential and Proprietary and shall not be disclosed to others
in hard copy or electronic form, reproduced by any means, or used
for any purpose without written consent of Cummins Inc.
Part Number: A055J590 Part Revision: E
Part Name: OUTLINE,GENSET
Drawing Category: Detail State: Released
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Sheet 1 of 4
STATEMENT OF GENERAL CONFORMANCE
FOR PROJECTS WHICH UTILIZE "DEFERRED SUBMITTAL" PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS,PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS, NOT UNDER RESPONSIBLE CHARGE/DIRECTION OF THE DESIGNATED
ARCHITECT/ENGINEER OF RECORD
(CITY PERMIT NO. _____________________________________)
o THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEEToTHIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS
HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCHDRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:
1.DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE
PROJECT SPECIFICATIONS PREPARED BY ME, AND
2.COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS
PROJECT.
THE STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVING ME, OR THE PERSON UNDER WHOSE DIRECTSUPERVISION THESE DOCUMENTS WERE PREPARED, OF OUR RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER APPLICABLE SECTIONS OF THECALIFORNIA BUILDING CODE.
I CERTIFY THAT:ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEETTHIS DRAWING OR PAGE
IS/ARE IN GENERAL CONFORMANCE AND
HAVE BEEN COORDINATED
SIGNATURE DATE
ARCHITECT / ENGINEER IN GENERAL RESPONSIBLE CHARGE OR DELEGATED STRUCTURAL ENGINEER
PRINT NAME
LICENSE NUMBER EXPIRATION
XX
X
Kenneth D. O'Dell
2024-10-22
S4101 - California 6/30/2025
X
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C
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R R
2868
113[ ]
102
4[ ]
1196
47[ ]
2380
94[ ]
COOLING AIR INLET
CLEARANCE (MINIMUM)
750
29.5[ ]
2X 968
38.1[ ]
2X 761
30[ ]
168
6.6[ ]
2X 52
2[ ]
2X 196
7.7[ ]
730
28.7[ ]
2X 1120
44.1[ ]
1771
69.7[ ]
400
15.7[ ]
COOLING AIR OUTLET
CLEARANCE (WEATHER
ENCLOSURE MINIMUM)
969
38.2[ ]
200
7.9[ ]
1016
40[ ]
25
1[ ]
991
39[ ]
( )1836
72[ ]
DUCT OUTLET
(SOUND
ENCLOSURE)
753
30[ ]
DUCT INLET
440
17.3[ ]
3816
150.2[ ]
1111
43.7[ ]
1846
72.7[ ]
Part Number A055J590
Part Noun Name OUTLINE,GENSET
Cummins Inc.
R
DIMENSIONS ARE IN: MILLIMETERS
[ ] ARE IN: INCHES SIZE:D SCALE:1/16
DIMENSIONING AND TOLERANCING PER:
ASME Y14.5-2009 THIRD ANGLE PROJECTION
CAD SYSTEM
PTC Creo Parametric
MODEL/PLATFORM: ARROW THIS PART IS SIMILAR TO: -
UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY ANG. TOL.: # 1 $
DIMENSIONAL TOLERANCES:X # 1 .X # 0.8 .XX # 0.38
HOLE SIZE 0.00-4.99
TOL. +0.15/-0.08
HOLE SIZE 5.00-9.99
TOL. +0.20/-0.10
HOLE SIZE 10.00-17.49
TOL. +0.25/-0.13
HOLE SIZE 17.50-24.99
TOL. +0.30/-0.13
GENSET
MODEL
OUTLINE
ENCLOSURE
INSTALLATION
CHASSIS
INSTALLATION
ENCLOSURE
LIST SHIPPING
PARTS
INSTALLATION
SKID PAN
KIT
ENCLOSURE
C125N6,
C150N6
A055V240
(F217-2)
A053K978
(F179-2)
A055B203
(P176-2)
A055D560
(A322-2)
OR
A055F201
(A322-2)
A054Y470
(F250-2)
A054F439
(L260-2)A055B207
(P176-2)
3D VIEW
3D - GENSET WITH SHIPPING SKID
ACCESSORY
WIRE STUB-UP (AC)
GENSET
CONTROL
WIRE
STUB-UP
(DC)
CIRCUIT BREAKER
STUB-UP
6X
M16 OR 5/8
BOLT OR STUD
KIT,ENCLOSURE (SL2 DUCT)
(L260-2)
4
4
8
2
7 7 7
7 7
7
C175N6B,
C200N6B
A055V240
(F217-2)
A053K978
(F179-2)
A071T324
(P176-2)
A055D560
(A322-2)
OR
A055F201
(A322-2)
A054Y470
(F250-2)
A071T341
(L260-2)
A071T340
(P176-2)
Cummins Data Classification:
Cummins Confidential
This document (and the information shown thereon) is
Confidential and Proprietary and shall not be disclosed to others
in hard copy or electronic form, reproduced by any means, or used
for any purpose without written consent of Cummins Inc.
Part Number: A055J590 Part Revision: E
Part Name: OUTLINE,GENSET
Drawing Category: Detail State: Released
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Sheet 2 of 4
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R R
COOLING AIR INLET
CLEARANCE (MINIMUM)
750
29.5[ ]
2X 196
7.7[ ]
730
28.7[ ]
2X 1120
44.1[ ]
1771
69.7[ ]
400
15.7[ ]
COOLING AIR OUTLET
CLEARANCE (WEATHER
ENCLOSURE MINIMUM)
969
38.2[ ]
DUCT
OUTLET
(SOUND
ENCLOSURE)
753
30[ ]
200
7.9[ ]
2X 968
38.1[ ]2X 761
30[ ]
2X 52
2[ ]
2X 168
6.6[ ]
( )1836
72[ ]
1016
40[ ]
25
1[ ]991
39[ ]
2868
113[ ]
102
4[ ]
1196.13
47.1[ ]
2380
94[ ]
3816
150.2[ ]
1111
43.7[ ]
1846
72.7[ ]
Part Number A055J590
Part Noun Name OUTLINE,GENSET
Cummins Inc.
R
DIMENSIONS ARE IN: MILLIMETERS
[ ] ARE IN: INCHES SIZE:D SCALE:1/16
DIMENSIONING AND TOLERANCING PER:
ASME Y14.5-2009 THIRD ANGLE PROJECTION
CAD SYSTEM
PTC Creo Parametric
LAST DATUM LETTER USED: - LAST REFERENCE LETTER USED: -
MODEL/PLATFORM: ARROW THIS PART IS SIMILAR TO: -
UNLESS OTHERWISE SPECIFIED THE FOLLOWING SHALL APPLY ANG. TOL.: # 1 $
SURFACE FINISH PER: - SURFACE FINISH:-
WALL THICKNESS: - DRAFT ANGLES: - EDGE RADII: - FILLET RADII:-
DIMENSIONAL TOLERANCES:X # 1 .X # 0.8 .XX # 0.38
HOLE SIZE 0.00-4.99
TOL. +0.15/-0.08
HOLE SIZE 5.00-9.99
TOL. +0.20/-0.10
HOLE SIZE 10.00-17.49
TOL. +0.25/-0.13
HOLE SIZE 17.50-24.99
TOL. +0.30/-0.13
GENSET
MODEL
OUTLINE
ENCLOSURE
INSTALLATION
CHASSIS
INSTALLATION
ENCLOSURE
LIST SHIPPING
PARTS
INSTALLATION
SKID PAN
KIT
ENCLOSURE
C125N6,
C150N6,
C175N6B,
C200N6B
A055V240
(F217-2)
A053K978
(F179-2)
A054F447
(P176-2)
A055D560
(A322-2)
OR
A055F201
(A322-2)
A054Y470
(F250-2)NA
A054Z704
(P176-2)
3D VIEW
3D - GENSET WITH SHIPPING SKID
ACCESSORY
WIRE STUB-UP (AC)
GENSET
CONTROL
WIRE
STUB-UP
(DC)
CIRCUIT BREAKER
STUB-UP
6X
M16 OR 5/8
BOLT OR STUD
4
4
8
2777
7
7
7
Cummins Data Classification:
Cummins Confidential
This document (and the information shown thereon) is
Confidential and Proprietary and shall not be disclosed to others
in hard copy or electronic form, reproduced by any means, or used
for any purpose without written consent of Cummins Inc.
Part Number: A055J590 Part Revision: E
Part Name: OUTLINE,GENSET
Drawing Category: Detail State: Released
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Sheet 3 of 4
Part Number: A055J590
Change Notice CN00063836 Alternates
Manufacturer Part (MEP)No Usage Production Only
Release Phase Code Production (P)Number: A055J590_DET
External Regulations No External Regulation
Drawing
Specification
Revision: E 3D image provided when available for visual reference only.
Associated Specifications
Number Title Type Category Sub-Category
ESA030B356 Prohibited and Restricted Substances Engineering Specification Material Specification Prohibited And Restricted|prohibited And Restricted
Drawing Revision Information
Description of Change(s)
Note: Change information is provided for reference only and does not supersede the drawing's primary content.
SHT 1 ZN A3 ADDED C175N6B & C200N6B TO TABLE
SHT 1 ZN A1 RMV N/A FROM INSTALLATION SKID PAN COLUMN
SHT 2 ZN A3 ADDED C175N6B AND C200N6B ROW TO TABLE
SHT 3 ZN A3 ADDED C175N6B AND C200N6B TO TABLE
ADMINISTRATIVE CHANGE(S) TO PART ATTRIBUTES, BILL OF MATERIAL, OR ASSOCIATED SPECIFICATIONS.
Drawing Authorization
Drafter John A Peterson Date 17AUG2022
Checker Luke Robert Staples Date 17AUG2022
Approver Luke Robert Staples Date 17AUG2022
Cummins Data Classification:
Cummins Confidential
This document (and the information shown thereon) is
Confidential and Proprietary and shall not be disclosed to others
in hard copy or electronic form, reproduced by any means, or used
for any purpose without written consent of Cummins Inc.
Part Number: A055J590 Part Revision: E
Part Name: OUTLINE,GENSET
Drawing Category: Detail State: Released
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Sheet 4 of 4
AXIS Architecture + Design
October 22, 2024
MHP JN: 19-0283-01
700 Flower St, Suite 520
Los Angeles, CA 90017
by
MHP, Inc. Structural Engineers
3900 Cover St.
Long Beach, California 90808
STRUCTURAL CALCULATIONS
EMERGENCY GENERATOR ANCHORAGE
for
Hilton Arcadia Hotel
125 W. Huntington Drive
Arcadia CA 91006
for
Exp. 6-30-25
S
No.4101IS
GE
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
RE
E
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCT
SEISMIC FACTORS FOR EQUIPMENT ANCHORAGE
Site:
Floor (Level):
Equipment:
Seismic Design Force Factors:
ap* Rp* Ωo Ip z h SDS**
amp factor response
mod factor
Omega
(overstrength)
Factor
importance
factor
height of
attach point
average roof
height
design
parameter at
short periods
1 2.5 2 1.0 1 1 1.321
* ASCE 7-16, Table 13.5-1, 13.6-1
**See seismic coefficients on US Seismic Design Maps output
Seismic Design Force for Equipment Anchorage
0.63 Wp (ASCE 7-16, Equation 13.3-1)
2.11 Wp (ASCE 7-16, Equation 13.3-2)
0.40 Wp (ASCE 7-16, Equation 13.3-3)
Seismic Design Force
Fp(H) =0.63 Wp 0.44 Wp
Fp (V) = .2SDS 0.26 Wp 0.18 Wp (ASCE 7-16, Section 13.3.1.2)
Overstrength Forces (Anchorage into Concrete (LRFD))
Ωo*Fp(H)=1.27 Wp 0.89 Wp
*No overstrength required for Fp(V)
ASD (0.7 x LRFD)LRFD
LRFD ASD (0.7 x LRFD)
Hilton Arcadia Hotel
Ground
𝐹 =0.4𝑎𝑆ௌ𝑊
𝑅/𝐼
1 + 2
𝑧
ℎ=
𝐹(min)= 0.3𝑆ௌ𝐼𝑊 =
𝐹(max)= 1.6𝑆ௌ𝐼𝑊 =
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\2.0_Building D\Equipment Anchorage\190283-01.Generator
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
EMERGENCY GENERATOR ANCHORAGE 10/22/2024
GL
19-0283-01
1/7
Floor Mounted Equipment Anchor Forces (LRFD)
Unit Properties
Unit
Wp =4129 lbs
Anchorage Width, W =39 in
Anchorage Length, L =89 in
Height, H =72 in
CG =48 in
Anchor Layout
Nanchors, W =
Each Side, Parallel to W 2
Nanchors, L =
Each Side, Parallel to L 3
Shared Corner Anchors
(If YES, then 100+30 considered)YES
NAnchors, Total = 6
Forces on Unit (LRFD)
Fp(H) =1.27 *Wp=5236 lb
Fp(V) =0.26 *Wp=1091 lb
Mult =Fp(H)*CG =251 k-in
Mresist (OT Parallel to W) =.9*Wp*W/2 =72 k-in
Mresist (OT Parallel to L) =.9*Wp*L/2 =165 k-in
Forces on Anchors (LRFD)
Tult (OT Parallel to W) =+Fp(V)=1711 lbs
NAnchors, Total
Tult (OT Parallel to L) =+Fp(V)=665 lbs
NAnchors, Total
Tult (100+30) ==1910 lbs
Tult (LRFD) =Tult (100+30) ==1910 lbs
Vult (LRFD) =Fp(H) / NAnchors, Total =873 lbs
Provide Hilti KB TZ2 - 5/8" dia (4" embed) at each anchor hole. See Hilti print out for calc.
Generator
1.0*Tmax+0.3*Tmin
( Mult - Mresist (OT parallel to W) )
(W * Nanchors, L)
(Mult - Mresist (OT parallel to L) )
(L * Nanchors, W)
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\2.0_Building D\Equipment Anchorage\190283-01.Generator
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
2/7
www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 22, 2024
Page:
Specifier:
E-Mail:
Date:
1
10/22/2024
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 5/8 (4) hnom3
Item number: 2210272 KB-TZ2 5/8x5 1/2
Specification text: Hilti KB-TZ2 stud anchor with 4.5 in
embedment, 5/8 (4) hnom3, Carbon steel,
installation per ESR-4266
Effective embedment depth: hef,act = 4.000 in., hnom = 4.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 12/1/2023 | 12/1/2025
Proof: Design Method ACI 318-14 / Mech
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 12.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
3/7
www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 22, 2024
Page:
Specifier:
E-Mail:
Date:
2
10/22/2024
Geometry [in.] & Loading [lb, in.lb]
4/7
www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 22, 2024
Page:
Specifier:
E-Mail:
Date:
3
10/22/2024
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 1,910; Vx = 873; Vy = 0;
Mx = 0; My = 0; Mz = 0;
no 40
5/7
www.hilti.com
Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 22, 2024
Page:
Specifier:
E-Mail:
Date:
4
10/22/2024
2 Proof I Utilization (Governing Cases)
Design values [lb]Utilization
Loading Proof Load Capacity bN / bV [%]Status
Tension Concrete Breakout Failure 1,910 4,842 40 / -OK
Shear Concrete edge failure in direction x+873 3,390 - / 26 OK
Loading bN bV z Utilization bN,V [%]Status
Combined tension and shear loads 0.394 0.258 5/3 32 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
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Hilti PROFIS Engineering 3.1.4
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Oct 22, 2024
Page:
Specifier:
E-Mail:
Date:
5
10/22/2024
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
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