PFI2015-00183 CITY OF TIGARD PUBLIC FACILITIES IMPROVEMENT PERMIT
COMMUNITY DEVELOPMENT Permit#: PFI2015-00183
i 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Date Issued: 12/10/2015
Parcel: SEG322
Jurisdiction: Tigard
Site address:
Subdivision: Lot:
Project: Summer Lake HOA
Project Description: Replace approximately 216 sq.ft. of CMU wall damaged by vehicle impact.
Owner: FEES
Description Date Amount
PFI Permit Fee 12/07/2015 $300.00
PHONE:
Contractor:
PHONE:
FAX:
Applicant:
RALPH TURNBAUGH
7650 SW BEVELAND ST.#100
TIGARD, OR 97223
PHONE: 503-443-3900
Total $300.00
Please sign below to indicate acceptance of conditions and return a copy with the proposed work schedule along with names and contact
information of responsible parties before beginning work.
Permittee/Applicant
Signature: Not Present
Issued By:
Special Conditions(See Attached)
Note:THIS PERMIT DOES NOT COVER WORK ON PRIVATE PROPERTY
Conditions for PF12015-00183
Type: Condition Name: Status: Severity:
PFI—Sidewalk/1 01 -WORK SITE REQUIREMENTS Applied Notice
Applicant must comply with all applicable provisions of federal and state law, the Tigard Municipal Code, and the terms of
any agreement with the City of Tigard regarding work to be done pursuant to this permit.
PFI_Sidewalk/[ 02-WORK SITE AREA Applied Notice
The work area and approach roads shall be maintained in a clean condition, free from obstructions and hazards. The
spreading of mud or debris or storage of materials or equipment of any kind upon any public roadway is strictly prohibited
and violation shall be cause for immediate cancellation of the permit. The City may at any time order immediate clean-up
and suspension of work to accomplish clean-up.
PFI_Sidewalk/[ 03-WORK SITE EROSION CONTROL Applied Notice
Prior to starting work, effective and approved erosion control devices must be installed and maintained meeting the Clean
Water Services and DEQ requirements. The City may at any time order corrective action and suspension of work to
accomplish effective erosion control.
PFI_Sidewalk/[ 04-WORK SITE REPAIRS Applied Notice
Disturbed landscaped areas shall be restored or replaced. Existing signs, pavement markings, mailboxes, etc. shall be
reinstalled or replaced,with like kind of material. Obtain City approval of restoration work.
PFI_Sidewalk/[ 05-PRECONSTRUCTION MEETING Applied Notice
Before initiating any construction activity, the applicant shall coordinate with the City's inspector, <Insert Name>at<Insert
Phone#>,to establish a preconstruction meeting.
PFI—Sidewalk/1 06-NOTICE TO COMMENCE WORK Applied Notice
The applicant shall notify the City's Inspector twenty-four(24)hours prior to commencing work, prior to any staged
inspection, and after completing work covered by the permit.
PFI—Sidewalk/1 07-PERMIT/PLAN ON SITE Applied Notice
A copy of the permit including a Certificate of Insurance, and all attachments, and a copy of the approved construction plan
and all amendments shall be readily available at the work area. All work shall conform to the permit terms, conditions and
provisions and to the City approved permit plans, and approved plan amendments and to the City's standards and
specifications and to these General Conditions. Changes to any of these must be approved by the City, in advance of work
performance.
PFI—Sidewalk/1 08-EMERGENCY CONTACTS Applied Notice
Provide to the City inspector, in writing,the names and 24 hour emergency telephone number of two(2)persons who have
authority to resolve problems, take corrective action and, in general,will be responsible in case of any emergency. The
applicant shall notify the City Inspector, in writing, of any/all assignment changes.
PFI—Sidewalk/1 09-OTHER Applied Notice
REGENEED
City of Tigard DEC 0 7 2015
■ ~ PUBLIC WORKS — ENGINEERING CITY OF TIGARD
r
Public Facility Improvement TV! fit
DESCRIPTION OF WORK(in the right-of-way) TYPE OF WORK
Check one: ❑ Utility Connection
❑ TYPE 1-Franchise Utility Work
Sidewalk/driveway approach Work performed by NWN,PGE
Street improvements and/or utility agency. l
Detailed description: IZC��LIC� a'aokl/PW1 -01 ❑ TYPE 2-Sidewalk/Driveway/Sewer
Z(b S1C -5 n i C U Work performed for the purpose of.' r
Sidewalk installation or repair.
• Driveway approach installation
Property address/location(s): �_ C7 ���
and/or repair
• Sanitary sewer lateral installation
and/or main line tap
❑ TYPE 3-Full scale Development
Applicant: TNt 160 e44 C44 Sit 1 4/1 Q u,✓1GC(/S Work performed with Land use
approval which includes any of
Address: -7(,SO 5u) /3414411) J`t. 0100
?!6 ` the following.
City/state: / ✓ , Ce L zip: -1q 2 2.3 • Subdivisions or Partitions
Phone: �3-yk 3-3g Ao Email: ✓T q✓Nt IO41.4 4 N L fA1 r,,14e • Street widening
I
Contact name: I hTIVA 10IN41Phone: • Mainline installation for Sanitary
sewer,Storm sewer,Tigard water
Contractor:
Oki t_ wr).'yz-t4im and/or Tigard Water Service Area
CCB#: 3q q 0'9 Expiration: SUBMIT COMPLETED APPLICATION TO:
Address: 13Z 55 Pi (wA j i�ym R City of Tigard
City/state: 1414-e- 05N/�I UQ- Zip: �U 3S Pknning/Engineering
13125 SW Hall Blvd.
Phone:_5o3-63S 6�y8 Email: i4 t4-0h4eA-CtMv
,- Tigard,OR 97223
Contact name: .lAV reT Phone: Applications for"minor work in right-of-way"
onh•may be emailed to:
Engineer: 54n'1e 15 4?1V1�{ nnqw;rni;zt.tigard-orgov
Address:
City/state: Zip:
Phone: Email: Case No.: ���5=_ ���0
Contact name: .Application submittal fee:
Additional fees:
Estimated value of work is required(if over$5,000):$ 100 Application accepted:
(within the public right-of-way) By: dL. Date:
Applicati reviewed:
Is work related to a LAND-USE DECISION? ❑ Yes X No S-
By- Date:
If so, please specify (MLP, SDR, SUB, etc.) case #:
Applicant notified:
Is work related to a BUILDING PERMIT? ❑ Yes 0 No By- L-'� Date: I
If so,please specify(BUILDING PERMIT)case#: 1:\CURPLN\M4st•nWndUse Applk•bo": Pw 07/09nots
•i.. r��i�r�1�r ri��n r�i r rin.�M+ r ,r����i�•�rrrr.•�.+
APPLICANTS
NOTE: Person specified as `Applicant" shall be designated"Permittee"and shall provide financial assurance for work.
*Wlten the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written
authorization from the owner or an agent of the owner. 'nie owner(s)must sign flus application m the space provided or submit a written
authorization with this application.
r
BY SIGNING BELOW,THE APPLICANT(S) SHALL CERTIFY THAT:
• The above request does not violate any deed restrictions that may be attached to or imposed upon the subject proptm.
• If the application is granted,the applicant will exercise the rights granted in accordance with the terms and subject to all the
conditions and limitations of the approval.
I
• All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are flue;and
the applicants so acknowledge that any permit issued,based on this application,may be revoked if it.is found that any such',.
statements are false. �,nl
• The applicant has read the entire contents of the application,including the policies and criteria,and understands the
requirements for approving or denying the application.
SIGNATURES of each owner of the subject property required.
Applicant./Authorized Agent's signature Print nameJ Date
Owner's signature Print.name Date
O-wner's signature Print name Date
Owner's signature Print name Date
PUBLIC FACILITY IMPROVEMENT PERMIT
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • v wwtigard-or.gov 503-718-2421 • Page 2 of 4
•a
DEVELOPMENT ENGINEERING FEES
Public Facility Improvement(PFI)Permit:
DETAILED SUBMITTAL
APPLICATION FEE ItEQUIREMENTS
Part 1: Required submittal fee$300.00
FRANCHISE UTILITY AND SIDEWALK/
PERMIT FEE DRIVEWAY AND UTILITY
Part 2: All non-water system improvements CONNECTIONS,ETC.
Engineer's estimate X 5% (less$300.00 submittal fee) (work ui the right of way)
Engineer's estimate X 2%Plan Review Sketch
(including information below)
WATER SYSTEM FEE
❑ Dimensions
Part 3: All public water system improvements ❑ Street Name
Engineer's estimate X 12% ❑ Site Address
PFI Permit Fee Exemptions: FULL
There will be no permit fee charged,or assurance required SCALE DEVELOPMENT
for the following types of work: (Subdivisions/Partitions and Street Improvements)
• Sidewalk repair(less than 20 lineal feet)
• Relocate or replace mailbox Design Plans
• Ditch cleaning that does not involve regrading. (6 sets,24x36 or 22x34)
• Weephole repair ❑ Cover—Site,Vicinity,Abbreviation,Legend
• Curb repair or replacement (less than 20 lineal feet) ❑ General Notes(City,Water,Sewer,etc)
• Lawn sprinkler system installation or repair ❑ Street(Plan,Profile)
• Street tree pruning or planting ❑ Water,Storm and Sanitary(Plan Profile)
• Planter strip landscape maintenance ❑ Water Quality Facilities
• Test wells ❑ Grading
❑ Landscaping/Tree Plan
❑ Composite Utility Plan (Electrical,Phone,Gas,
Note: A cash assurance maybe required per Storm,Sanitary,Water,Signage,Street Lights,etc)
TMC 15.04.140.(customer deposit) ❑ Details
❑ Traffic Sight Distance
❑ Signing and Striping
❑ Street Light Plan and Photometric
❑ Engineers seal/signature
❑ Sheet label(project land use name,revision and
plan log block,dates and sheet numbers.)
Additional Submittals
(per Land Use conditions)
❑ Traffic Report
❑ Storm water Drainage Calculations
❑ Geotechnical Report
❑ Preliminary Access Report(Sight Distance)
❑ Proposed Plat
❑ Pathway Design(if applicable)
❑ Water Department Approval
PUBLIC FACILITY IMPROVEMENT PERMIT
City of Tigard 13125 SW Hall Blvd. • Tigard,Oregon 97223 • -,«vwtigard-or.gov • 503-718-2421 • Page 3 of 4
SAMPLE SKETCH:
SW S1
Edge of Pavement
I f— Ditch —�
S -Streetlight ---•--------Rain —r---
A RaDram
I I 1
' T--PWrr—5 os d'-Sel�w'e LTi n e'–
�
N'
►� I Existing House
Existing
vI 1 Driveway
�r
v (A 1
iLL �
QI I
I
i Existing Shop ;
Powerpole I I = 1
o • o .
--------7ropertyLine-----------
� I
I4 1 I Fire Hydrant(FH)
I
Scale: 1-=30'
� I �
1 I
� I �
MINIMUM SKETCH REQUIREMENTS(Put"N/A"if Not Applicable):
North arrow Property lines&dimension Slope of property
Street& street name(s) Existing building,structures Utility& street light poles
Proposed work Existing curb or edge Trees
Existing S/W or of pavement Existing utility locations
D/W apron (sewer,water, storm)
PUBLIC FACILITY IMPROVEMENT PERMIT
City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • wwwtigard-or.gov • 503-718-2421 • Page 4 of 4
7650 S. W. Beveland St.
TM RIPPEY Tigard,Oregon 97223
CONSULTING ENGINEERS Phone: (503)443-3900
Fax: (503)443-3700
STRUCTURAL CALCULATIONS RECEIVED
DEC 07 2015
PROJECT: SUMMER LAKE DR-CMU WALL CITY OF TIGARD
PLANNING/ENGINEERING
LOCATION: 10600 SW SUMMER LAKE DR
TIGARD,OREGON 97223
CLIENT: OHI CONSTRUCTION
DATE: DECEMBER 7,2015
PROJECT NUMBER: 15001.27
TABLE OF CONTENTS:
ITEM SHEET NUMBER
CALCULATIONS Cl-C6
� INF����
cc 2 r
O GO
?0,'% JC��
ti TU RN P
EXPIRES
i
OUT oF-PUlAjr- Gc�R►� ANPrLNSI
W(Nb
4e4 As (F,,. 2�. �-1� (PtSGC �L tom` 2q.11)
l
0. 85
86 Psi
r= 1A ac-g A5.
:5�ISMIC
L� See
(9f. f P�
Gi p Z,S K p = 2, CM ki fir•l er/2w g A s
> Fe = 0.m cip bud- na. Jess =1ha-11
o.� Sns Jh JA Z o.Z15y I,,/p
8" emu we�Jk4- s s0iij -9���led
W:-- o.ZB� ( 8 �s�� = 22.�t p5
TM RIPPEY BY VL DATE
\X/11 CONSULTING ENGINEERS
CHK BY DATE
7650 S.W. Beveland St, Suite 100
JOB NO 16323
Tigard, Oregon 97223
Phone(503)443-3900 SHEET L'i OF
l
rMv WgR Oe%4
IS2 pit
Mbas� �il.Z� �I�)(�,3 - 301-Z [&,4 14
As = M/ FS d = �,6 25''/2- = 3 .8125 "
m;n
Mise = 3o1,2 11
03?-q in•Z
�!$" �jG A5 r�.2-
d14
P
A510 = o.oS X12' x 3.8I2s'�) o.ooi 093
Yl = ES /Em = 2q,0�o i /G qoo t�,�►= /.S l-5;)] = 01.118
0. 0235
= tem + (��j� -P" = 0. i g
o• 935
d �
2 a 8 0v-
Used o/G M 4 �ve%fi`��t1 r�r.��n✓c��a�a �
USS CZ) � 2� 0/G 6111X
TM RIPPEY BY VL DATE
IMPki- CONSULTING ENGINEERS
CHK BY DATE
7650 S.W. Beveland St, Suite 100
JOB NO
Tigard, Oregon 97223
Phone (503)443-3900 SHEET C Z OF
z
Design Maps Summary Report Page 1 of 1
Design Baps Summary Report
User—Specified Input
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 45.443161N, 122.807991W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
.. .i....w.......t.... .... ..........:. ... .. fit- ..... ...,........ ........,...... •....................... } :{::C'�%rs":^.^^!L'�:::::::i::::.!.::.:::::::!:.
. . ... .................................. ...............:................. ............:.....
::::.:.:.•::......
.. ........................,.... .... ................ ...,.......... ....... .. ...... .. .sem...'ri<...,
K<r..
py+�''g, v
,
,
............
t
..:.......
a
S:
.............
................................... .. ................_...:..::..... :......:............ ..f._<.:.>.;..::'.::i::is`:iii.:..'
:
�.:.......:..:::,.::•:...::.:.::...:..........:::...:......:J4 :..:::.,.:..,..:...:::. .... :.. .:::...' ::::!)fit>s::.`:'i::-::.'�..::,!::t..;.%:.:v%'.:... 't?.a'i+r:.)
t...................... .... ..... IIS' ,.......:...
: ..
.....:.....:..... .
USGS—Provided Output
SS = 0.967 g SMS = 1.076 g SDs = 0.718 g
Si = 0.424 g Sr,i = 0.668 g SDi = 0.446 g
For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
MCEIt Respo"se Spedrum [design Response Spectrum
a cri
.0,32-
4
x.33
s_l•'s4
g.d :>'&'n 1�_to 0..4 tE 7 t:to 1,23 1.44, ].gra 0,00 0.20 0. 0.F0 0.01 1.0 l,;i::£.f 1,40 1"$R) 1184 zoo
perlarkL T€ s1 (Period,T(svm)
..................................................................................................................................................................................................................................................................................................................................................
Although this information is a product of the U.S.Geological Survey,we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge.
c�
http://ehp 1-earthquake.cr.usgs.gov/designmaps/us/summary.php?template=minimal&latitu... 12/1/2015
V - /5 2 pI� wvr�
3.3) = Ste/. 6 �� ���� = �. 01 q
T ����o���( e �c G° ✓��; F�<' Saar 01°016
q = 3. 125"- 1x 3 '
T= -A-i - 211 0 8
3,4;m
�o�d s � Z' �tL•.
6A
T M /d 12,0 k 2,�1 7-1 3 . X16 1
(�Ze�a✓ �615 ��. �o n� G�.��)
M RI r L i BY VL DATE
yY CONSULTING ENGINEERS
CHK BY DATE
7650 S.W.Beveland St, Suite 100 JOB NO I S S Z?
Tigard,Oregon 97223
Phone(503) 443-3900 SHEET OF
vA w.hilti.us Profis Anchor 2.4.8
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 12/1/2015
E-Mail:
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200+Rebar A 615 Gr.60#5
Effective embedment depth: hef,opu=10.157 in.(hef,tmlt=12.500 in.)
Material: ASTM A 615 GR.60
Evaluation Service Report: ESR-3187
Issued I Valid: 5/1/20141 3/1/2016
Proof: design method ACI 318-11/Chem
Stand-off installation: -(Recommended plate thickness:not calculated)
Profile: no profile
Base material: cracked concrete,2500,f,'=2500 psi;h=18.000 in.,Temp.short/long:32/32°F
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
Geometry[in.]&Loading[lb,in.lb]
Z
a
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`3^
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1
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>:s
;?is
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Input data and results must be checked for agreement with the existing conditions and for plausibility! `
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
CS
www.hilti.us Profis Anchor 2.4.8
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 12/1/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[Ib] Utilization
Loading Proof LoadCapacity [t"/Ov[%] Status
Tension Concrete Breakout Strength 3461 3465 100/- OK
Shear Concrete edge failure in direction y+ 304 2185 -/14 OK
Loading ON [3v S Utilization 5Ny[%] Status
Combined tension and shear loads 0.999 0.139 1.0 95 OK
3 Warnings
• Please consider all details and hints/wamings 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 Hilt!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.
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
C6
7650 S. W. Beveland St.
TM RIPPEY Tigard,Oregon 97223
CONSULTING ENGINEERS Phone: (503)443-3900
Fax: (503)443-3700
STRUCTURAL CALCULATIONS RECEIVED
DEC 07 2015
PROJECT: SUMMER LAKE DR-CMU WALL CITY OF TIGARD
PLANNING/ENGINEERING
LOCATION: 10600 SW SUMMER LAKE DR
TIGARD,OREGON 97223
CLIENT: OHI CONSTRUCTION
DATE: DECEMBER 7,2015
PROJECT NUMBER: 15001.27
TABLE OF CONTENTS:
ITEM SHEET NUMBER
CALCULATIONS Cl-C6
It PROfff
2 rr
o GO
20,1 JCS
'y TU RPlBP
EXPIRES: 6 3o S.
&QAD ANI�LHS15
. WiNn
F=IA 464 AS (Ej- 29,
Cx�. 6
J
�,55L,
i
F h ac-1 AS ?-5. 35 4' cJ (6&-C)
�ISMIC.
L> sec 4'k-a6he'd
t 2 h � (eq, 13.3-1�
CSP l TPS
elp=Z.S R? _ 2,s j!fMk,fiilevw
ZIA _ D
F� = a m pe bWr nab less 'A��
o,� Sns Th wp Z o.2 iso ✓,✓p
gra CMV wea � I $ /�5 So Itl -q✓R+� lef� CGO✓1S�i�Uy�I J
TM RIPPEY BY V(- DATE
]]]LLL CONSULTING ENGINEERS
CHK BY__DATE_______
7650 S.W.Beveland St, Suite 100 JOB NO 16323
Tigard, Oregon 97223
Phone(503)443-3900 SHEET G'1 OF
C M v w�R pe-s►Jh
(n.3s ins k)r)$
= IS2. pit (L/L;(-)
vy�isc - o G 152 p I l) =
Mbgs� (git.27 pig)(:3,3') - 301-z lb,k- / (A-50)
AsM;., = M/ FS J A 2S'/2 = 3.8125 "
Mase = 3o1.2 Ib = 3.6111
�5/Y„rn (3.6 M J"l / � /(32
d, 0 3 Zqin•Z /
J L&
P`
A,5 2 3.8125`+� = o.oala93
n = ESI , = 21, /CgOo �M= l.sl�s )� = 2t.Di
�r � = o. 023c
� = � ' ��3 = o• 935
Fin - 3 'M (;, , =S�o�O�f .� , - 2
USB J �Ig`` 0(Gyv��ik �U�/hG�i� :%1.4�v���.a!)
U 5G (2)
TM RiPPEV BY V L DATE
Y CONSULTING ENGINEERS
CHK BY DATE
7650 S.W.Beveland St, Suite 100 JOB NO /S-S23
Tigard, Oregon 97223
Phone(503) 443-3900 SHEET C 2• of
Design Maps Summary Report Page 1 of 1
Design Maps Summary Report
User-Specified Input
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 45.443160N, 122.80799°W
Site Soil Classification Site Class D — "Stiff Soil"
Risk Category I/II%III
am
ay�.r
.:.:...:...
»
......:........
.....:...:
..... .... ... .................. ...... . .......................................
v'
:::`iso;;::::%?<:F:E;Ei!Y.3[:;sx's:,, ';:7:` :.•�g`�';;
�> A
w
Y "
...... .:.::�..is»:... ..:::.'.L.::::..........a.. '.
i;
RqY
.... ............. .. .... ............. ............_.................,. ..,......_.. tet'
:f
S� x..
,
............. $
y.. s
...:........... ........,....:....<.......................
........... ........ ...:...... .... .......:. .
USGS-Provided Output
S5 = 0.967g S,s = 1.076g Soy = 0.718g
Sl = 0.424 g S,1 = 0.668 g Spl = 0.446 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
MCEp Response Spedrutn Design Response Spectrum
X5. 5 co
0•�2
x.33
03G
x•.11' G:�& "
001
1 0.20 9.10 OAO 0.10 1.:03 1120 1.40 1.40 1.90 a.00 .mo 0.20 0,40 0.rw 0.ry i.Co 1"zo 1:.v) I,uw 1:94 2.00
Ppriog.s T i"-€1 peri-ed.T 4er'I
......................................................................................................................................................................................................................................................................................I..................................................1111.....
Although this information is a product of the U.S.Geological Survey,we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge.
http://ehp 1-earthquake.cr.usgs.gov/designmaps/us/summary.php?templ ate=minimal&latitu... 12/1/2015
V
3.3') = 5�I. 6 19 k'��
_� U = 152 p I (bi') = h o s #
-M�, - 2�i.o8 �i•In 3,X19" - 6.9 !
JfF
12. 011 �,y7-1 3 . 161
bid. �
ti(Lil ' ki 17 H 2rO' A-0lIFSI Vr
(2ei�av A 615 Civ. 4o ov 6,.6 o)
TM RIEPPEY BY VL DATE
CONSULTING ENGINEERS
CHK BY DATE
7650 S.W. Beveland St, Suite 100 JOBNO IG,Z?
Tigard, Oregon 97223
Phone(503) 443-3900 SHEET OF
www.hilti.us Profis Anchor 2.4.8
Company: Page: 1
Specifier:
Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 12/1/2015
E-Mail:
Specifter's comments:
1 Input data �Lt9,°y499°�°°e��sW
Anchor type and diameter: HIT-HY 200+Rebar A 615 Gr.60#5
Effective embedment depth: hefopu=10.157 in (herj_t=12.500 in.)
Material: ASTM A 615 GR 60
Evaluation Service Report: ESR-3187
Issued I Valid. 5/1/2014 13/1/2016
Proof: design method ACI 318-11 /Chem
Stand-off installation: -(Recommended plate thickness:not calculated)
Profile: no profile
Base material: cracked concrete,2500,f,,=2500 psi;h=18.000 in.,Temp.short/long.32/32`F
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
Geometry[in.]&Loading[Ib,in.lb]
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Input data and results must be checked for agreement with the existing conditions and for plausibility! \
PROFIS Anchor(c)2003-2009 Hilti AG,R-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan
CS
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www.hilti.us Profis Anchor 2.4.8
Company: Page: 2
Specifier: Project:
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 12/1/2015
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[lb] Utilization
Loading Proof Load Capacity VN/pv[%] Status
Tension Concrete Breakout Strength 3461 3465 100/_ OK
Shear Concrete edge failure In direction y+ 304 2185 -/14 OK
Loading ON [iv C Utilization pN,v[°/a] Status
Combined tension and shear loads 0.999 0.139 1.0 95 OK
3 Warnings
- Please consider all details and hints/warnings given in the detailed report!
Fastening meets the design criteria!
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Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor(c)2003-2009 Hiltl AG,FL-9494 Schaan Hilb is a registered Trademark of Hlltl AG,Schaan
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