Specifications (11) 6G(PM(-1 - Oa)/ �
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1E/1 7650 S.W.Beveland St.
TM RIPPEY Tigard,Oregon 97223
Phone: (503)4433900
CONSULTING ENGINEERS Fax: (5031443--3700
STRUCTURAL CALCULATIONS
PROJECT: THE COMMONS—GRANT BUILDING—NEW OPENING
LOCATION: TIGARD,OREGON
CLIENT: OREGON BUSINESS ARCHITECTURE
DATE: OCTOBER 24,2013
PROJECT NUMBER: 13364
TABLE OF CONTENTS:
ITEM SHEET NUMBER
GENERAL NOTES N1-N2
BUILDING PLAN SK1
STRONGBACK ELEVATION SK2
STRONGBACK DETAIL SK3
HEADER SECTION SK4
CALCULATIONS Cl-C12
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EXPIRf_'3:
GENERAL STRUCTURAL NOTES
CODE REQUIREMENTS:
CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2010 OREGON STRUCTURAL
SPECIALTY CODE,REFERENCED HEREAFTER AS IBC.
DESIGN CRITERIA:
DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD
LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC:
BASIC WIND SPEED(3-SEC GUST): 95 MPH
WIND EXPOSURE:B
SITE CLASS:D
SDS=0.710
EXISTING CONDITIONS:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN
ON THE DRAWINGS PRIOR TO THE START OF THE WORK.
TEMPORARY CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING
STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN
DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
SUBMITTALS:
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION AND
CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS,INCLUDING THE FOLLOWING:
A: STRUCTURAL STEEL
IF THE SHOP DRAWINGS DIFFER FROM,OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS,THEY SHALL
BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE
ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER.
CONCRETE AND CMU ACCESSORIES:
CONCRETE SCREW ANCHORS SHALL BE "HILTI KWIK HUS-EZ"OR ENGINEER APPROVED EQUIVALENT.
METALS:
ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI),OR AS NOTED ASTM A572(Fy=50 KSI).
CHANNELS: ASTM A572(Fy= 50,000 PSI)OR ENGINEER APPROVED EQUAL.
SQUARE AND RECTANGULAR HSS:ASTM A500,GRADE "B" (Fy=46,000 PSI).
WELDING:PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS.
ALL STEEL TO HAVE SHOP COAT.
DESIGN,FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS
WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16"MINIMUM UNLESS OTHERWISE NOTED.
WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED,
UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION.
� K TM RIPPEY �2ki•fC I3wt�l l�� 11
Consulting Engineers By: (y11. Date:
7650 SW Beveland Street Chk By: Date:
Suite 100
_ Tigard,Oregon 97223 Job#: � 3 6t-t
Phone:(503)443-3900 Sheet: NA Of:
FLASHING AND WATERPROOFING:
ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS.
INSPECTION:
SPECIAL INSPECTIONS:IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE
PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING
LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED BELOW:
A: WELDING
B: INSTALLATION OF CONCRETE SCREW ANCHORS PER ESR-3027
THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT
COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH
ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE
ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF
RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT.
IMKTM RII'PEY & ra'� B+n t L.at t JC
Consulting Engineers By: �f Date:
7650 SW Beveland Street Chk By: Date:
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www.hilti.us Profis Anchor 2.4.3
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: I Date: 10/24/2013
E-Mail:
Specifiers comments:
1 Input data ��.
Anchor type and diameter: KWIK HUS-EZ(KH-EZ)1/2(3) "'w
Effective embedment depth: he=2.160 in.,hnom=3.000 in. <i=
Material: Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 8/1/2012112/1/2013
Proof: design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in.
Anchor plate: lx x ly x t=4.000 in.x 9.500 in.x 0.500 in.;(Recommended plate thickness:not calculated)
Profile: no profile
Base material: cracked concrete,2500,fc'=2500 psi;h=5.000 in.
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
Seismic loads(cat. C,D, E,or F) no
Geometry[in.]&Loading[Ib,in.Ib]
Z
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www.hilti.us Profis Anchor 2.4.3
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: I Date: 10/24/2013
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[Ib] Utilization
Loading Proof Load Capacity 13N/13v I%] Status
Tension - _
Shear Concrete edge failure in direction x- 1440 2077 -/70 OK
Loading 13N fiv Utilization RN,v[%] Status
Combined tension and shear loads - - - - -
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
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.
j.-c2t—'L 5 -cc, (79..kv tTy l.Gh 13 r3 t•-rtes
G8
www.hilti.us Profis Anchor 2.4.3
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: Date: 10/24/2013
E-Mail:
Specifiers comments:
1 Input data
Anchor type and diameter: KWIK HUS-EZ(KH-EZ)3/4(4)
Effective embedment depth: hef=2.920 in.,hnom=4.000 in.
Material: Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 8/1/2012 1 12/1/2013
Proof: design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.282 in.
Anchor plate: Ix x 1,x t=4.000 in.x 20.000 in.x 0.282 in.;(Recommended plate thickness:not calculated)
Profile: no profile
Base material: cracked concrete,3000,fc'=3000 psi;h=6.000 in.
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
Seismic loads(cat. C,D,E,or F) no
Geometry(in.]&Loading[Ib,in.ib]
z
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www.hilti.us Profis Anchor 2.4.3
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: I Date: 10/24/2013
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[Ib] Utilization
Loading Proof Load Capacity RN/pv[^/o] Status
Tension Concrete Breakout Strength 192 2029 10/- OK
Shear Concrete edge failure in direction x+ 1680 1997 -/85 OK
Loading YN �v c Utilization YN,v[%j Status
Combined tension and shear loads 0.095 0.841 5/3 77 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
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.
610
I _ ii - I
www.hilti.us • Profis Anchor 2.4.3
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: I Date: 10/24/2013
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: KWIK HUS-EZ(KH-EZ)1/2(3) ""
> x
Effective embedment depth: he{=2.160 in.,hnom=3.000 in. s
Material:
Carbon Steel
Evaluation Service Report: ESR-3027
Issued I Valid: 8/1/2012112/1/2013
Proof: design method ACI 318/AC193
Stand-off installation: eb=0.000 in.(no stand-off);t=0.250 in.
Anchor plate: IX x l,x t=4.000 in.x 9.000 in.x 0.250 in.;(Recommended plate thickness:not calculated)
Profile: no profile '
Base material: cracked concrete,3000,fc'=3000 psi;h=6.000 in.
Reinforcement: tension:condition B,shear:condition B;no supplemental splitting reinforcement present
edge reinforcement:none or<No.4 bar
Seismic loads(cat. C,D,E,or F) no
Geometry[in.]&Loading[lb,in.lb]
z
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www.hilti.us Profis Anchor 2.4.3
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 10/24/2013
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[lb] Utilization
Loading Proof Load Capacity YN/riv[%] Status
Tension Concrete Breakout Strength 1400 3843 37/- OK
Shear - _ _
Loading pN [i Utilization RN.V[%] Status
Combined tension and shear loads
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
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.