Plans (75) . t,. .
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03.4 ‹61- CO0nrC3
I MAY 3 0 2319
CITY OF TIGARD
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MAY 3 0 Z019
CITY OF TIGARD
PLANNING/ENGINEERING
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GENERAL NOTES: ,..
1. All design,fabrication,Installation and construction -
shall conform to the following specifications,unless ® U
specifically noted otherwise on the drowknq: '0 "'
•The 2015 International Building Code o ® Z b o
• American Concrete Institute Building Code //0�
Requirements for Reinforced Concrete(318-14). W V W z Z
• American Institute of Steel Construction,Inc 1� h'v
Manual of Steel Construction(14th Edition). _� I g p
• American Welding Society ANSI/AWS D1.1-2008 > y
Structural Welding Code-Steel „� H `
2. All steel components shall be as listed below, 4' i
W to
unless noted otherwise: 1i�.f F4 4.1
• All rolled,hopes,plates and bora shall be Q W
ASTM A36,or equal. }` y� v 3
•All pipe shall meet the requirements of ASTM } x:475
U. Icy R 3
A53,Typo S or E.Gr B,or ASTM AA50 Cr B. 21 ' �• 1 C 2 O
All structural tubing shop be ASTM ASDO, i { II �p�lll o.
Grade B,or egad. ...s 1 z V O U err
All boiled connections shall be mode with ASTM 0 ;� tD O c r
A325 Bolts and ns be Installed as per / -a _3 F e C �.1 • . 8 -�N
RISC Specifications 5'-1 7/8" f' i C
•All anchor bolts Moll be ASTM A307 Gr C or 3: C 0 Ti; a.. S 0 3 CC -
ASTM F1554 Gr 36 and shall be galvanized and 4'-0 7/8" . aw O C z a- V I to l� E ■ ■ cv.,
•
installed as per AISC Specifications +' m (c V (Co .-.
All exposed materials shall be propMy protected 1 ',p5, OS ,i 1Z, g m E X 1
from weathering and/or corrosion. TO I )�.+.7 "' j.. e• C Q) dl.:0.1 1 1
3. All field welds Mall be made b a welder certified - ,. . _ -__
M the specified position. ! .' C -� --- ... .._ _...
•All welds shall be made with E70XX electrode, L J I` O L t7 0 O
or equal. -t CO O 01 0) 2 n_
•All welds Mai be made in a sequence the!cum i I # _0 z C � O e g tQ�
balance the grplied heat of welding while the 1.J �, C) tL1 Q
welding progresses. I ��+, C o 3 - ` , ru. (� C
4. All concrete shall hove a minimum compressive I.fi 0 .P t . i +f
strength at 28 days of 3000 paL I A w =s U Y C
•Synoge may be inalaNed on the slruclurc after CL. tYJ C U O O O O
a m- Inlnwm wring time of 7 days,proNded the r (n 4-'frt CO 01 2 Y c O. -c Q E -c c, , CP
wring process has been properly malntenanced � V! (n a c y
m accordance with ACI shall
h. I I CO ors .' 0 ❑ ❑ N
5. All reinforcement steel shall have a minimum � ���Ll'1T ,� ❑ a ❑ O
geld strength of 60,000 psi and shall conform H a Q C°1 Z
to ASTM A615. All reinforcement steel shall be x I HSS 3 15/16 X 5 7/8 X 1/8 0 ® - ` c
placed in accordance with ACI 318-14. 0 0 O
•All reinforcement steel ah dl be provided with a w - I / SUPPORT COLUMN (2) > I
minimum concrete cover of 3"when controls = � I___ r f/ 0 o O t
is cast against earth. 0
•Reinforcement steel Mall not be'tack'welded < ----�I NOTE: - pe .-a
at crossing points. < M
6. The structure has been designed to withstand a CC I I LANDs� THE PORTION OF THE COLUMNS AND BASE ,.z ..J I
120 mph(3-sec gust)design wind speed with a O' '� 6 PLATES THAT ARE BELOW GRADE SHALL BE 4 C.," 2 y+r
maximum design pressure of 35.0 psf according ROVER v�..3 N
to ASCE 7-10. (Exposure C,Risk Cat N) - PAINTED WITH A BITUMINOUS OR OTHER TYPE Lee c v
• The design pressure shown is prior to the 0.6 0 I OF WATERPROOF COATING TO RESIST < 0 I-
ASD design factor being applied per ASCE 7-10. 0 CORROSION. `Et'O ' a N
0
7. The foundation has been designed assuming '- I I I I C/] C
the fallowing average soil conditions: ,-.r- 0
• Allowable Vertical Bearing Pressure of 2000 psf
(This value is used for spread type footings.) H.z.: m
• Allowable Lateral Bearing Pressure of 150 psf/ft Q 6 01
6 0
(This value is used for cube and auger footings.) Cl, 0 ce t
• 150 psf/ft crorroe cord yto sand silty sand,clayey 1"0 ANCHOR BOLTS `� - O
Band,ssfilty grovel,ciayey gravel o equal. " C
• If sot conditions other than those assumed are I I SEE A.B. DETAIL, SH 2 J
encountered Including soft solve,unstable or —
( NOTICE:
collapsing sods,expansive sells,organic materials, I L LO
groundwater,adjacent utilities„or any other1 CORNERSTONE ENGINEERING, INC. IS
condition of potential concern)cease excavation 1 GROUND
Immediately and contact Cornerstone so that the — — _ RESPONSIBLE FOR COLUMN AND FOOTING o+.-
foundation design can be re-evaluated. A =� A Af f r — DESIGN ONLY. SIGN CABINET COMPONENTS o
• If the structure Is to be located in the proximity 1 r CC I -� 1-
of a building or any other structure,Cornerstone III • �- — AND ATTACHMENT ARE THE RESPONSIBILITY
shall be contactedl prior on th installation adjacent
evaluate iO - _) ' OF THE SIGN MANUFACTURER.
any potential impact on the adjacent footings. �_ > I`.1 .
• If the structure Is located on the side or top - OU - II 7 - 5 BARS
of a dope in excess of 3:1,the installer shall 0 _
contact Cornerstone for re-evaluation. The in I
foundation shall not be placed N or near a I 'cry u1 O I_I I —III 0-1
12 C/C CD
Ni dope without Cornerstone s approval. try Vy
• All concrete shall be placed in direct contact with 0 `P+•�•--^CONCRETE I,- (V
undisturbedsl In or around theil. There a be no backfilled foundation without , . _ -' FOOTING LL D= \
written approval from Cornerstone. gD
8. Cornerstone is In no way responsible for the safety 7 - 5 PARS m 0 O
of the work site during installation.The installer shall
take appropriate measures to make sure that the 3 5 BARS 6'-6" ® 12• C�" a "'
installation of the foundation and the erection of the - ; +,.. :
structure Is performed using methods In compliance ® 12 C/C O L
with applicable OSHA regulations.
9. If existing and proposed conditions are notELEVATION VIEW 0 0 1n
as detailed N this design drawing the installer
shall cease work and notify Cornerstone immediately.
•Cornerstone will not be performing on-site
inspections or verification of conditions. It is r O
the responsibility of the installer,the structure O M -1
owner,and the property owner to identify the 0 a)
on-site conditions and to contact Cornerstone with CM II
anysapp discrepancies or concerns.It is the owner's 01 N N
reefionsiblity to locate and mark all underground 6'-6" <
10. Any deviation from these plans or non-compliance0
with the general notes without written approval from 3" 4'-0 7/8" 3 5 BARS ® 12" C/C (TOP) t Tis
Cornerstone well render the entire design to be void. f I - # / 4.)
s.1
TYP TO /3 - #5 BARS 0 12" C/C (BOTT) a Q
7 - #5 BARS c 12" C/C (TOP)
/7 - #5 BARS ® 12" C/C (BOTT) vi
JAMES CORDELL KING,III
• Digitally signed byJemes
Oj -� SIGN FACE James Ki ► 9�;i—YU •.08.2710:19:19
�� 91862PE
1"> ANCHOR BOLTS THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY OREGON
SEE A.B. DETAIL SH 2 JAMES CORDELL KING III, P.E. ON THE DATE SHOWN ON THE `r'✓,9 ,��
CONCRETE/ TIME STAMP USING A DIGITAL SIGNATURE. Fs N10,2-\G'
s.FOOTING CORDEU--
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED
FOUNDATION PLAN VIEW SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED EXPIRES:06/30/2021
ON ANY ELECTRONIC COPIES.
OR P.E.#91862PE
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N I F 1" BASE PLATES (2) O ° `p
HSS 3 15/16 X 5 7/8 X 1/8 Z x ..a
h / SUPPORT COLUMN (2) �� 9 7/B" X 3 1/8" X 5/16" c,z g I
GUSSET PLATES (2) N m
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ITYP COLUMN p
\ 5/16 D \TO BASE PL a v)O c
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CROSS BRACE (2) N _ 3 c 3
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5/16v \TO BASE PL p>0
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' Af= A Af lA 1 3/16"0 X 2 5/8" SLOTTED HOLES (_21TYP CUSS PL" IC FOR 1"0 ANCHOR BOLTS (2)
TO COLUMN ` SEE ANCHOR BOLT DETAIL
23 5/8" X 10 3/16" X 1"
BASE PLATE (2) (TYPICAL 2 PLACES) n N
FRAME ELEVATION VIEW SECTION A—A, u_ o
1/8"-1'
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BASE PLATE o � a
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'CA ,u1 NON—SHRINK .., 7k
s•u GROUT °�0 g °'
a_ ,i nisi �'�� o
�� TOP OF FOOTING NON—SHRINK GROUT NOTE: d o (h
�I THE INSTALLER SHALL CONFIRM THAT THE ENTIRE VOIDED AREA JAMES CORDELL KING,III
• z BETWEEN THE BOTTOM OF THE BASE PLATE AND THE TOP OF Digitally signed James
CONCRETE THE CONCRETE FOOTING SHALL BE FILLED COMPLETELY WITH
• m / FOOTING NON—SHRINK GROUT. GROUT SHALL BE INSTALLED FOLLOWING • m"
w I THE MANUFACTURER'S SPECIFICATIONS. THE GROUT SHALL BE James Ki via.i} 119.08.27 10:29:41
N w LEVELING NUT FLOWABLE AND NON—SHRINK, MAY BE CEMENTIOUS OR EPDXY c��:,,<, I_j,�;',�%y
BASED, AND SHALL HAVE A MINIMUM CURED COMPRESSIVE ¢° 91862PE
ui STRENGTH OF 4000 PSI.
1"0 GALV ANCHOR BOLT
36" LG WI 7 1/2" THREAD 0 TOP `v OREGON
BOTTOM NUT & 2 THREAD 0 BOTTOM '�cs9N f0,2p��G'
(4) NUTS & (2) WASHERS PER BOLT cORDEU-l'
ANCHOR BOLT DETAIL EXPIRES:06/30/2021
N.T.S.
OR P.E.#91862PE