HomeMy WebLinkAbout3325 Smokey Point Dr Unit 101_BLD6096_2025 i
Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 591h Avenue NE • Arlington,WA 98223 • Phone (360)403-3551
Permit Number: BLD6096 Permit Type: Sign Installation
Address/Parcel: 3325 Smokey Point Dr Unit 101 Completed (Month/Year): December 2024
Land Use
❑ Notice of Decision ❑ Bonding or Assignment of Funds
❑ Staff Report o Confidential Documents. Contact the
❑ Application City to obtain.
❑ Narrative ❑ Letters and Project Documents
❑ Legal Description ❑ Other:
❑ Vicinity Map
❑ Site Plan Civil
❑ Landscape Plan ❑ Issued Permit
❑ Complete Streets Checklist ❑ Application
❑ Traffic Impact Analysis ❑ Other Applications
❑ Snohomish County Traffic Mitigation Offer ❑ Construction Calculation Worksheet
❑ WSDOT Traffic Offer Form ❑ Approved Plans
❑ Tree Survey ❑ Review Comment Form
❑ Stormwater Drainage Report ❑ Letters and Project Documents
❑ Geotech Report ❑ Other Agency Permits
❑ Critical Area Evaluation Form ❑ Reports:
❑ SEPA Checklist o Drainage Report Pg:
❑ Public Notice Material o Stormwater Pg:
❑ Noticing and Related Documents o Geotech Pg:
❑ Water/Sewer Availability Certificate o All Other Reports
❑ Unanticipated Discovery Plan Form ❑ SEPA and Noticing Materials
❑ Aerial Photo of Site ❑ Inspections
❑ Proposed Building Materials ❑ As-Builts
❑ Lighting Plans and Lighting Cut Sheets ❑ Other:
❑ Color Elevations
❑ Design Matrix Building
❑ Plat Map ❑✓ Issued Permit
❑ Title Report ❑✓ Application
❑ Lot Closures ❑ Additional Applications
❑ Preliminary Civil Plans ❑✓ Approved Plans
❑ Archaeological Survey ❑ Site Plan
o Confidential Documents. Contact the ❑ Letters and Project Documents
City to obtain. ❑ Calculations
❑ Topography(Existing Conditions) ❑ Project Specification Manuals
❑ CC&R's ❑ Reports
❑ Deeds/Easements/Conveyances ❑ Certificate of Occupancy
/Dedications ❑ Inspections
❑ Developer's Agreement ❑ Other:
❑ Recorded Copies
Page 1 of 1
CITY OF ARLINGTON
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS:360-403-3417-Permit Center:360-403-3551
- 'M BUILDING PERMIT Er
3325 SMOKEY POINT DR UNIT 101 Permit#:6096
Parcel#:00729000010100 PERMIT EXPIRES 180 DAYS AFTER
DATE OF ISSUANCE.
Scope of Work:New nonillim inated monument sign Valuation:9500.00
APPLICANT CONTRACTOR
MATTERRI PROPERTIES LLC Meyer Sign Meyer Sign Company
365 NORTH BEACH DRIVE 2608 Old Hwy 99 S 2608 Hwy 99 South
PORT LUDLOW,WA 98365 Mount Vernon,WA 98273 Mount Vernon,WA 98273
(360)424-1325 360-424-1325
LIC:604 095 054 EXP:02/28/2025
LIC:MEYERSC83238 EXP:07/01/2025
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: SIGN INSTALLATION CODE YEAR: 2021
STORIES: 1 CONST.TYPE: IA
DWELLING UNITS: OCC GROUP: B;Business
BUILDINGS: OCC LOAD:
PERMIT APPROVAL .
The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any
other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the
Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice
or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is
authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or
any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or
decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or
on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or
federal law,or any order,proclamation,guidance or decision of the Governor.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK
AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE
STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND
ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN
MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return form and coded City of Arlington#3101.
n(I 9/16/24 �rGr.� 09/12/2024
licant Signature Date Building Official Date
— ` CONDITIONS
Adhere to approved plans. Call for inspection.
The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property
owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or
community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities
before commencing construction.The property owner shall ensure that the construction project complies with all applicable design
review requirements.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,
MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
- PERMIT FEES
Date Description Fee Amount
09/16/2024 Web Only-Signs $260.28
09/16/2024 Credit Card SeNce $7.81
09/16/2024 Processing/Technology $25.00
09/16/2024 Credit Card Service $0.75
Total Due: $293.84
Total Payment: $293.84
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
INSPECTION INFORMATION I Pass/Fail
i
SIGN PERMIT APPLICATION
` Community and Economic Development
City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551
This application is for new, refaced, modification of existing sign, or removal of sign(s). If your building or
development has a Master Sign Program,please use the Master Sign Application.
ELECTRONIC FILES SUBMITTAL REQURIEMENTS:
❑ STRUCTURAL CALCULATIONS (where applicable)
❑ COMPLETE PLANS
❑ SITE PLAN -All existing and proposed signs need to be shown on the site plan.
MULTI-TENANT:
❑ Is the building occupied by more than one tenant? ❑ Yes ❑ No
❑ Number of tenants and/or available business spaces on property:
❑ Is there a City-approved Master Signage Plan for the building?If so,what is the file number:
IF A TENANT OR LESSEE: a letter from the property owner or Lease Agreement stating the following:
❑ Permission for sign installation.
IF HANGING,CANOPY,MARQUEE OR PROJECTING SIGNS OVER PUBLIC RIGHT-OF-WAY:
❑ Distance from curb.
❑ Measurement from grade to bottom of the sign.
❑ Right-of-Way Hold Harmless Agreement.
❑ Right-of-Way Use Permit.
Type of Permit: N New Sign ❑ Modification of Existing Sign ❑ Sign Removal
Type of Sign: ❑ Wall Sign ❑ Window Sign 91 Freestanding Sign
❑ Hanging Sign ❑ Marquee Sign ❑ Canopy Sign ❑ Projecting Sign
Illumination: ❑ No Illumination ❑ Interior Illumination ❑ External Illumination ❑ Readerboard
Property Address: 3325 Smokey Point Drive Suite Number: Unit 201
Project Valuation: $9500.00 Preferred Contact: ❑ Owner L)�Contractor
Scope of work: One new non illuminated monument sign
Business Name: Professional Services Center Business Phone No.:
Owner/Applicant Name: Mcllrath Properties, LLC Phone No.:
Email Address: Cell No.:
Mailing Address: 28309 83rd Drive NW city: Stanwood State: WA zip: 98292
Contractor Name: Meyer Sign Office No.: (360) 424-1325
Email Address: Jodimboyden@gmail.com Cell No.: 360 941-8656
Mailing Address: 2608 Old Hwy 99 S City: Mt. Vernon State: WA Zip: 98273
L&I Contractor License Number: MEYERSC83238 Expiration Date: 07/01/25
REV2022 Page 1 of 3
BUILDING INFORMATION
Zoning Designation: unknown Zoning Overlay Designation: unknown
Building Total Length: 45' Building Total Square Footage: 1385 SF
Total Number of Suites: one How many floors contain Suites for lease: One
Is the development located on a corner lot? ❑ Yes No
Is the development located on a lot that is bordered by two public streets? ❑ Yes Q No
If yes, do the streets intersect at the lot's boundaries? ❑ Yes No
EXISTING SIGNS ASSOCIATED WITH THE BUSINESS
WALL(W), CANOPY(C), HANGING(H), MARQUEE(M), PROJECTING(P) OR FREESTANDING(F)
Suite# Type Facade Height x Width - Square Company Removal
of Sign (N,S,E,W) Footage Name
F S 11' x 6-7" = 66.46 Professional Services Ctr Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = El Yes ❑No
x = El Yes ❑No
EXISTING SIGNS ON-SITE: Exclude Proposed Signs
WALL(W), CANOPY(C), HANGING(H), MARQUEE(M), PROJECTING(P) OR FREESTANDING(F)
Suite# Type FaVade Height x Width = Square Company Removal
of Sign (N,S,E,W) Footage Name
F S 11' x 6-7" = 66.46 Professional Services CtrUYes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = ❑Yes ❑No
x = El Yes ❑No
Total Square Footage of Existing Signage: 66.46 SF Total#Removed: one
REV2022 Page 2 of 3
PROPOSED SIGNS
WALL(W), CANOPY(C), HANGING(H), MARQUEE(M), PROJECTING(P) OR FREESTANDING(F)
Suite# Type FaVade Height x Width = Square Company Replacement
of Sin N,S,E,W Footage Name
F S 10' x 4' - 11" = 16.67 Professional Srvices Ctr ❑Yes ®No
x = ❑Yes El No
x = ❑Yes ❑No
x = ❑Yes El No
x = ❑Yes ❑No
Total Square Footage of Proposed Signage: 16.67 SF Total#Replaced:
FREESTANDING SIGN
Two-Sided ❑ Two-Sided"V" ❑ Multi-Sided ❑ Three Dimensional
What is the length of public street frontage adjacent to the development? 410 x o.3= 123
Sign Face (north,south,east,west) Height x Width x Length = Square Footage
1. South 10' x 8" x 4'-11" = 16.67 SF
2. x x =
3. x x =
Total Square Footage: 16.67 SF
See Assistance Bulletin#34 for additional information on calculating allowed square footage of signs.
Standard Calculation for single business sign allowance:
First floor square footage(so of the space the business occupies: x 0.025 = Total sf allowed.
Alternate Calculation for single business sign allowance:
Lineal feet of the frontage space the business occupies:_ x 1.5 = Total sf allowed.
Freestanding Sign Calculation
Length of public street frontage adjacent to the development: 410 x 0.3 = 123 Total sf allowed per side.
Length of public street frontage adjacent to the development: x 0.75 = Total sf allowed per side
Highway Commercial Zone Only.
1 hereby certify that 1 am the ❑ Owner, ❑X Contractor and authorized to sign this application and that the above
information is correct and that the construction on, and the occupancy and the use of the above described property
will be accordance with the laws, rules and regulations of the State of Washington and the City of Arlington.
( V&. Jodi Boyden 8/2/24
Signature Print Name Date
REV2022 Page 3 of 3
}
Ivy—
Cl
R.
- _ - � _
o
Existing wlonument Sign (TO BE REMOVED) W -
--Proposed Monument Sign - - 250' - — — -
E
• . II o
•
U
Parcels O 7
_
FAR
' Parcel ID:00729000010300 , � 1
Property Address:3325 SMOKEY POINT DR UNIT 103 gU1t�'
Owner:ALL SQUARE PROPERTIES LLC r
A
Click to viea.,additional parcel details
Parcel ID:00729000020300 • / - ,
Property Address:3325 SMOKEY POINT DR UNIT 203 ;
Owner:MCLLRATH T HOR H - -
Clirk to vie,�additional parcel details
Parcel ID:00729000020100 1� _
Property Address:3325 SNIOKEY POINT DR UNIT 20" — - - z
Owner:MCILR.ATH PROPERTIES I LLC
Click to vie v addlt'ional parcel details
LL -
Parcel ID,00729M0020400 Legend: 0 0� �Q' N
Property Address:3325 SMOKEY POINT DR UMIT 204
Owner:MCILRATH PROPERTIES 1 LLC Proposed Monument Sign
Al
='i`";to vie' additional parcel details r - Existing Monument Sign (TO BE REMOVED) Site Plan x o LL
Parcel ID:00729000010200
Property Address:3325 SMOKEY POINT DR UNIT 102
b � n
Owner:NAKATO-0i ASSET CORPORATION LLC RE C E IV - a
, 3
Click to vie additional parcel details
Professional Services Center , >
Parcel ID:00729000010100 'r ' o,
Property Address:3325 SMOKEY POINT DR UNIT Yo; 3325 Smokey Point Dr r
Owner::�9ATIERRi PROPER.ES LLc SEP 0 3 202�
Click to vie;additional parcel details Arlington, WA 98223 a
9j
Parcel ID:00729000020200 : §
Property Address:3325 SMOKEY POINT DR UNIT 202 l N
Owner:117CILRATH PROPERTIES 1 LLC
Click to viet•r additional parcel details
►19-IZ
buljoo� uossle0
�03AOW32138 Ol) ONUSIX3 -
punoa g•Z
- 1
aqn}jaajs ajenbs j/� X IIY
-�oelq paluled uol eolagej wnulwnle aq o}deans clod rn
_ pued bui�oeq aql of palunow . .
lbuln a}lynn palldde y}lnn ollAaoe aealo aq o;opts aad slaued lueual g
•ssaappe aoI pue s9ull'8„bDA30 S33MBS 1VN01SS33M1d,,
aoJ lAuln a;lgnn angoagaa palldde aol -
k�;'- -.0 �oelq pue£'V6 A�jj ollle}an azuoa8 olpouoanQ LVIOZ dW
paluled wnulwnle aq of apls aaylla uo sooel u5iS
• - :AeldslQ clod of PaP1aM iaupso olui
juawnuolM pa;eulwnlll-uoN j/a maN
d6l aleld Pals..UL s1108 dRl
y
(03AOW3�138 Ol) JNIlSIX3 bsstr99 =,.5` ,9X,Ot clodofWIS 'silog olui
�l aleld IaalS„Z/1 sll�8 dRl /(
♦ i (7) I O
02 D D
•S•1•N sllelap au9wg3EPV --, 0
o U) o
- - m m
00 00
Y — 1
CI
�� M_- ter' .,....� •- �• fI �- �•
1! .E --— 118j•1�
�•r F.�+.�.:ri j'l-� I i J V — _ 110 I I — I �7 '-I�7�__ "0't
—
03SOdO2ld M91A apiS 8 aP!S d aPIS
8 NOIldO
;O :_
RE
c�TA ��
\,I
REVERENCE
ENGINEERING
PREPARED IN ACCORDANCE WITH WITH 202 I www.r&wcrenceengmee-rin.3.com
INTERNATIONAL BUILDING CODE (IBC) (619)354-I 152
501 W BROADWAY. SITE 425
SA_N DIEGO, CA 92 1 O 1
v
PMIARf0 roR in[: —— '-
FOR BA51C (3-3EC GUST) WI ND5PEED5 V ULT = 100/ !05/ 1 !O/ l !5/ 120/ !30 MPH
NORTHWEST SIGN COUNCIL
0
s
VER51ON 3.0
N.j Z
fu
' I o
PROJECT NAME: ����5`�Ir�l-�c't 1 ��6- v-o z
=U z0
PROJECT ADDRESS: �j � U�—�� 0� i 2�l I I L '1` W zQ m o
Lu 05 Q
U O F to
z Q wo
Q CD
it AUTHORIZED SIGN - �^ z ❑ z p
L VENDOR: �� (�'('���, \ t' .- ) Z L.LJ v Z u K
f Q <—
Cm
�~('�
N N 010
v ( l �
PERMIT NUMBER:
�1 Na ksueJRension: Date
d — Initial Pactage 4-15-2024
PLAN CHECKER TO VERIFY ACTIVE ORGANIZATION Q
MEMBERSHIP. UNAUTHORIZED USED 15 UNLAWFUL.
LO
� Qy �3
Q
PRINT TH15 PAGE FOR CITY 5UBMITTAL BIND WITH APPLICABLE 5HEET5.
INCLUDE INDEX (SHEET 51 .0) WITH APPLICABLE PAGES MAWD 5
STRUCTURAL NOTES (SHEET 51 . 1) WITH ALL SUBMITTALS. !s Rio
ON tE� 5ror.2.
a
PREPARED FOR EXCLUSIVE USE DY THE MEMBERSHIP SHEETME:
TITLE SHEET
0
OF THE NORTHWEST SIGN COUNCIL
TS
E — -
The desrp%Jetais ar„tpec.b"I-tMl eavaeed in thedrarwnj are ea+6dntW c .Tttc rcvperh mn s of IM drag hacb/actsoe ee ledge and agr That.t m the sole properlyof Reverence Cegv¢aetg and tut t eed ete nor hey" ber re lary of thed—.3no,detatsaed epec6eata n n,raantaned th oftu
,s drawng,misnfe the contracal ag--tepressed—tten pamsson wren Rcv --fa,0 n9.Devatwes bom I.,dtt"than rot be made ORIGINAL 5MEET SIZE Ilc 17
v,.thwt coozull.ng P—ceec Engmeenng-In rase of wm%j-tw betrvem dramngs,spenhcabons,and deW,0etWed m contract documents,R—erce Pngmecrt j shall decde which must be Waned and thew decnt. slut be hul.Coryn?ht Reverercc rM,ne".All nghts reserved.
G lrl I+3Z15133115lVl1191`d0 ai towe4a yyl uw+s weva Gv».,G as a+anTdr 74�+�.oJ I.4a9 In...—p myl pue : -1 aq tt— r4J-y--P>apy.pN,fl».&Qp 4!n Mept1aa4p-a11
au 1poe:pgnpanU-y4rtu nPr ryFUsEry'l t o Js iu1a02
od»s ab41 lnluaupywx7aa qa xa 4x.*+t.psrytlo itapau.url w6a swo.au!Huil3o.de pu t ej p r6laypl nc uGa7 w4u%eut+p 2ps7a 1: A.,Iew+ ap ayl
3
00 QO
i
:J.91W5
0
XXaNI N.33NS s
=�Li�3us
F
l NO s
sr y
0
o •� ate'
jSn�nlni NO-4 09AN-999N 0'9S
1IV13a 3011dS 3/1331S £'SS❑
0 lIVl34 IVRJn9103211a /^^ 9N1100- aV321dS Z•5S❑
IlV13a GN0E40NV/M ON11003 CIV321dS 1 •SS❑ g
�,� llVl3a2131d 430210dN1321 0•SS❑ x
V
bZOZ-SI-b a6rytd 14u1 ---- 319V1 N91S34 2131d z t�S❑
:a7td :uoKuayryncsl :.ry 319V1 N91S34 NOIS 1 'trS❑
- —� _ -- 319V1 N91934 N919 0'-VG14 s
° o� � 319V1 CINIM 1444 0£1 =A Z'£S❑
roy D 319V1CINIMPAV4OZ1 =A Z'£S❑ R
z r" z rn rn Z 319V1 GNIM PJA S 1 1=A Z'£S❑
712 319V1 4NIM EadW 01 1 =A Z'£S❑
a m >D — D 319V1 aNIM I-IdW SO =n Z"£S❑ K
Cn—Ni On z /�
z > ➢o fit 319V1 aNIM EadW 001 =/� I '£S❑
319V14NIM EadW SG=n O'£S❑
co 01> nl N
'T n c z /�
zo a rn rn S11V13a N01103NN00 IIVM 1 1 I S❑ NOIS34 lN3MNOW 3lOd-OMl g'ZS❑
puDi z� z S2N3LL31 (003) 1n0-1n01`d13 O. 1 1 S❑ N91S1a MUM* 1N3WnNOW 1V01121;1A L-ZS El
z �_ N91934 1N3WnN0W IV1N0Z1210E4 9'ZS❑
o= 1n SIIV134 N01103NN00 IIVM Z'O I S❑ NOIS34 310d-3lgnOG 39V1S-OMl S'ZS❑
oz "'rn Z SIIVl3a N01103NN00 IIVM I '01 S❑ N9193a NOIS 310d-319n04 v ,GEI
SN91S IIVM 21tf1n9NV1032N 0.01 S❑ N91S;I4 3OV1S-IllnW £'ZS❑ c
N91S;Ia 13NI9V0-IllnW Z'ZS,K
O'� NOIGNJ A SllV134 N01103NN00 IIVM Z 6S❑ NOIS3a 13N19V0,win9NV10321-NON I 'ZS R
SIIVl34 NOIl03NN00 IIVM I •6S❑ NOIS34 NOIS 3lOd 1V01dJ11 0'ZS
913S2N31131 AVM30V21 0'6S❑
119Nn09 N91S 1S3Mu121ON SllON lwimn211S I • I S
_ :auaodosvdaad SlIVl34 N01103NN00 IIVM Z'99❑ X3aNl 191EIS 0' 1 S
10 1 eG d3 `09910 NVG SIIVlIa N0110INN00 IIVM I gS❑ L
szt a1s `AdMadoAg M 1 OS Sd11131 NVd IS2J3n321 I=NNVP3 O•gS❑ 133E-1S 31111 Sl 41
ZS I I-bS£(619)
W OX 6ulda0ul6u997u9dan2J•MMM
O N I N 3 3 N I J N 3 ielilWens u19�do�
33NMAM 434AM1.4S131149
aN19(INV N'SM �j3M
!N S3OVd a3anl0Nl N I IM lV1lIW9nS 110 wi 39Vd SII-Il 1NIdd
GENERAL 3 ALL SHOP AND FIELD WELDS SHALL BE PEPI'DFATO BYAN AFC �p � fop,
/ i r / t
I ALL MA7ERIAL5 AND WORK SHALL CONFORM TO THE REQUIF.E4lEHT5 QUALITY CERTIFIED FA5PJCATOP. I 1-P',I I,I 1 I-115 PAGE I op,L•I I , 5L1 NAI>"TAI_ WI 11-1 fACH P/;CI",AGL
OF THE 2021 INTEPHAT101JAL BUILOING CODE(IBC), 4 UI4LF55 A LARGER WELD 512E 15 INDICATED,PPOVIDE MINIMUM 51ZE
2. CON5T PUCTION METHODS A'ID FROJECT SAFETY:DRAWNG5 ANDF ELD PEP.ADM I.
SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT 5. FILLER SHALL BE 555G ALLOY REGAPDL[55 Of MEMBER THICKNESS.
INDICATE METHODS,PROCEDURES,OR 5EOUENCE OF NO OTHER FILLER.ALLOY 511ALL ET USED UNLESS NOTED
CONSTRUCTION.TAKE NECESSARY PRECAUTIONS TO MAIM AIN AND OTHERWISE.
FN5URf THE INTEGRITY OF THE STRUCTURE DUPING CONSTRUCTION. CONCRETE 4 REI NFORCEMEIJT
THE FOR WILL NOT ENFORCE SAFETY MEASURES OR REGULADON5.
THE CONTRACTOR SHALL DESIGN,CONSTRUCT,MID MAINTAIN ALL I MINIMUM 28-DAY COMPRESSIVE STRENGTH(TEE)511ALL BE 3,000 RE
SAFETY DEVICES AIJD SHALL
BE 50LELY RESPONSIBLE FOP P51.
CONFORMING TO ALL LOCAL,STATE,AND FEDERAL SAFETY AND 2. REINFORCEMENT TO BE AS TM AC 15 GR GO,Fy=60 K51 UNO. REVERENCE
HEALTH STANDARDS,LAWS,AND REGULATIONS. 3. CALCIUM CHLORIDE OR ADDED CHLO
RIDE 15 IJOT PERMITTED.
3. VERIFY ALL DIMEN51ON5,ELEVATIONS AND SITE CONDITIONS PROP 4- ALL REINFORCED CONCRETE SHALL BE CON5OUDATED WITH ENGINEERING
TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER, MECHANICAL VIBRATORS.
IMMEDIATELY OF ANY D15CP.EPANCIE5 OR INCONSISTENCIES THAT 5. MINIMUM CONCRETE COVER: -
APE FOUND.NOTED DIMENSIONS TAKE PP,ECEDENCE OVER SCALED CAST AGAINST E EXPOSED TO EARTH 3' -
DIMFI4
510N5.DO NOT SCALE DRAWINGS. EXPOSED TO EARTH OR WEATHER 2- www.reverenceenglneerincj.com
4 ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS G. CHAIRS AND SPACERS`AS REQUIRED TO MAINTAIN COVER. (G 1 9)354-I 152
ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SMALL 7. SIGN MAY BE INSTALLED ON FOUNDATION AFTER A MINIMUM
BE BROUGHT TO THE ATTENTION OF THE ENGINEER.AND FIELD CURJNG TIME OF(14)DAYS PROVIDED CURING PPOCE55 15 501 W BROADWAY,STE 425
L INSPECTOR THE ENG114EER 5I1ALL PROVIDE A 501 UTION PRIOR TO PROPERLY MAINTAINED PER ACT 318.
PROCEEDING WITH ANY WOP.K AFFECTED BY THE CONFLICT OR 8. GROUT SHALL BE NOIJ-5HRIIJK AND N014-MEI-AWC WITH A MINIMUM SAN DIEGO,CA 92101
74 OMISSION. COMPRESSIVE STRENGTH OF 5,000 F51 AT(1)DAL'.MIX AND PLACE PP.EPA¢PD fOP THE:
5. WHERE NO CONSTRUCTION UETAIL5 APE SHOWN OR NOTED FOR IN ACCORDANCE PATH MANUFACTURED INSTRUCTIONS.
4 AIJY PART OF THE WDP.K,USE TH05E FOP.OTHER.51MILAP WORK.
6. WHEN A DETAIL IS IDENTIFIED AS TYPICAL.APPLY IN ESTIMATING AND FOUNDATIONS NORTHWEST SIGN COUNCIL
6 CONSTRUCTION TO EVERY UKE CONOrFIDIJ 1VHETIIER OP.IJOT TI IE I. DESIGN BEAPJNG PRESSURES ARE PEP IBC CLA55 5 PRESUMPTIVE
REFERENCE 15 REPEATED III EVERY INSTANCE. VALUES(IJO SPECIAL INSPECTION REQUIRED):
7, CHANGES TO THE DRAWING5:OBTAIN PROP.WPITTEN APPROVAL, LATERAL BEAPING: I DO FSF/FT
8. WORK PERFORMED IN CONFLICT WITH THE DRAWINGS OP VERTICAL BEAMING: 1.500 PSF
s APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED
AT THE EXPENSE of THE CONTRACTOR. EXI5TING CONDITIONS
VERSION 3.0
DESIGN CRITERIA I. ENGINEER WILL NOT BE PERFORMING OIJ-51TE IN5FECTIOIJS OR __�- _ -__
3 VERIFICATIONS.IT 15 THE RE5PON5113IUTY OF THE IN57ALLEKAND
_3 I STRUCTURE 15 DF51GNED IN ACCORDANCE WITH A5CE 7-16: OWNER(5)TO IDENTIFY E\15TING CONDITIONS AND CONTACT
,7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ENGINEEP.WITH ANY DISCREPANCIES OR CONCERNS.
2 WAND LOAD: z Z
2. EXISTING INFORMATION HAS BEEN FURNISHED BYTHE ENTITY WHOM
-°; BASIC WIND SPEED.VIT= PER DESIGN TABLE THIS DOCUMENT WAS PREPARED FOR ENGINEEP,IN NO WAY (� 3-wp O
R15K CATEGORY: U EXPOSURE: C CERTIFIES TH15 INFORMATION A5'A5-BUILT. �/ H O �Z
3, 511OW LOAD: 3. FEATURES OF WORK ANNOTATED AS'VERIFY'(OR SIMILAR)MU5T BE _U Z O
IMPORTANCE FACTOR.,1-= 1.0 INSPECTED,VERIFIED AS SUCH, AND DOCUMENTED FRIOR TO (1^,
SURFACE ROUGHNESS: EXPOSURE: FABRICATION AND INSTALLATION. ~ _
GROUND 40 P5F MAXIMUM_ A. IF THERE IS ANY REASON TO ON.
THE EXISTING CONDITIONS Z Q
ROOF - F5F DETAILED HEREIN ARE NOT ACCURATE,CONTRACTOR SMALL CEASE ALUMINUM€STEEL ANNOTATION NOTE Iu p
4. P.00F LIVE LOAD: PSF Q Z WORK AND IJOnFY ENGINEERIMMEDIATELY. STRUCTURAL ELEMENTS SHAH BE STEEL UNLE55 NOTED OTHERWISE. U J
3 5. CONTRACTOR.SHALL 1145PECT AND CONFIRM THE QUALITY OF STRUCTURAL ELEMENTS INTENDED TO BE ALUMINUM ARE INDICATED AS Lu -^, Q m O �
STEEL EXISTING STRUCTURE A5'IN GOOD REPAIR,'.STRUCTURE 5HALL BE SUCH('ALUM.').MMENT5 AND MATERIAIS ARE NOT INTERCHANGEABLE. N LuQ
1. STEEL 5HAP-5 SMALL CONFOPM TO THE FOLLOWING(U.N.0): FREE OF CORROSION,DECAY,AND ANY OTHER MATERIAL, WHERE DISCREPANCIES EXIST.CONTACT E_O.R FOR CLARIFICATION Lu Z
RND.H55 A5TM A500,GP-.C Fy-46 K S51 MIN. FABRICATION,ASSEMBLY,OR INSTALLATION DEFECT.IF THERE ARE IMMEDIATELY PRIOR TO PURCHASE AND/OR FABRICATION Q Lu O Z Q�5-
50JRECT.K55 A5TM A500,GR C Fy-50 K51 MIN. ANY INDICATIONS THAT THIS 15 NOT THE CASE,CONTRACTOR SHALL
5 THREADED POD A5TM A36 Fy-36 r5l MIN. CEASE WORT.IMMEDIATELY AND NOTIFY ENGINEER (�� z U 0 �
"- STEEL PLATE A5TM A36 Fy=3G KSI MIN. ALUMINUM IN CONCRETE LL_ lu
ANGLE 4 CHANNEL A5TM A36 Fy-36 K51 MIN. ALUMINUM is EMECDOLD IN OR ATTACHED TO CONCRETE, Q !Il z Z =
STD.PIPE A5TM A53,GR B Fy=35 K51 MIN, CONCRETE SHALL BE FREE OF CHLORIDES.
9 STRUCT.FIFE A5TM A252,GR 3 Fy-45 K51 MIN, Q p ICI Z
WIDE FLANGE A5TM A992 fy-50 K51 MIN. WHERE ALUMINUM 15 EMBEDDED IN OR ATTACHED TO PAN W
y MACHINE BOLTS SPECIFIED AS'A307'SMALL CONFORM TO A5TM CONCRETE(NO STEEL REINFORCEMENT FRE5ENT),ALUMINUM SHALL BE z W �/Z W
u A307 w/NUTS PER A5TM A563A J WA5HEP5 PER ASTM F644 COATED WITH A BITUMINOUS PAINTIGOATING OR OTHER TWO-PART Q _ Q
$ (U.N,O.).THREADED PARTS,NUTS,AND WASHERS SMALL BE MDG OR EPDXY PRIMER Q W N � Q
ZP A5 DEFlhIED HEREIN. I--- Y 0 O
3. STRUCTURAL BOLT5 5HALL CONFORM TO A5TM F3125 GRADES WHERE ALUMINUM 15 EMBEDDED IN OR ATTACHED TO REINFOPCED a--A325 OR A490 AS SPECIFIED rA325-OR'A490-)VJ/NUTS PER EVALUATION REPORT 5CHEDULE CONCRETE, ALUMINUM SHALL BE COATED WITH A BITUMINOUS (LL
A5TM A5630H k WASHERS PEP.A5TM F43G. PAIW/COATING.
IC --
A.WHERE DESIGNATED A5'- ,CARP MUST BE TAKEN TO ENSURE ANCHORS,FASTENERS,AND OTHER PRODUCTS 5HALL CONFORM TO
AND BE INSTALLED PER THEIR RESPECTIVE EVALUATION REPORT(5)AS
THREADS ARE EXCLUDED FROM THE SHEAR PLANE(5).
B.WHERE DESIGNATED A5'.N'OR IF NO DE51GNATION 15 NOTED, FOLLOWS(NOT ALL APPLICABLE THIS PROJECT): No: Issorldevl4on: Date:
THREADS MAY BE INCLUDED III THE SHEAR FLAJJE(5), ANCHORTYPE REPORT A STRUCTURAL PIPE CONCRETE NOTE
C.WHERE SPECIFIED,'A325'MAY BE HOG OR ZP AS DEFINED PIPE ELEMENTS 5ECIFIED AS STRUCT PIPE'ARE TO BE Fy=45 K51 CONCRETE TO HAVE TYPE V CEMENT AND A 2&DAY COMPRESSIVE - In,hal Padvge 4-15-2D24
o HILTI KbTZ2(CS E SS)ANCHORS IN CONCRETE MCC-ESR-0266
HEREIN. HILTI KEiTZ2(C5!55)ANCHORS IN NdL50NRY ICGF5R-4561 MIIJIMUM PER THE GENERAL NOTES STRENGTH OF 3.000 F51 MIN.FOP,DURABILITY.CONCRETE DESIGN IS
i D.GRADE'A490'5HALL NOT BE HDG OR ZP A5 DEFINED HEREIN, HILTI KH-EZ(C5 J 55)ANCHORS IN CONCRETE ICC-E5F-3027
4 ANCHORS CAST IN CONCRETE 5HALL CONFORM TO A5TM F 1554 BASED ON 2,500 P51 MIN.NO SPECIAL INSPECTION REQUIRED.
GR 36(U.N.O.)v4 NUTS TO A5TM A563 AND P/A5HEP5 TO A5TM HILTI KH-EZ(CSC SS)ANCHORS IN MASONRY ICC-F5R-3 1
F436,PARTS SMALL BE HOT-DIP GALVANIZED(HOG)OR ZINC HILTI NIT-HY 200 ADHESIVE IN CONCRETE ICC-FSR-3 1587
(MECHANICAL)PLATED(2P).FARTS EMBEDDED ENTIRELY IN HILTI HIT-11Y 20D ADHESIVE IN MASONRY C ICGF5R-3963
(
CONCRETE MAY BE PLAIN STEEL IMP50N TITEN D(C5)ANCHORS IN CONCRETE ICC-E5 -2713
S
IMP50N TREN H HD(CS f 55)ANCHORS IJ MASONRY Icc.ESR-1as6 MINIMUM PIPE E TUBE DIMENSIONS LATERAL SOIL BEARING NOTE
c 5. WHERE SPECIFIED FOR STEEL THREADED FARTS,NUT5,MID 51MP50N TITEIJ HD(55)ANCHORS IN CONCRETE UE R
)dA ES S-ER-493 WHERE SPECIFIED AS'MINIMUM'.PIPE f TUBE ELEMENTS MAY WHERE CAST-IN-PLACE PIERS(CIRCULAR,SQUARE,OR RECTANGULA
$ WASHERS,HOT-DIP GALVANIZING(HDG)SHALL CONFORM TO A5TM �3
� TAPCON ANCHORS IN 50NRY ICC- R-1671 THICKER,MAY HAVE A GREATER WIDTH(OR DIAMETER).OP.A FOUNDATION ELEMENTS ARE USED,CONCRETE IS TO DE POURED TIGHT I
F2329 AND ZINC(MECHANICAL)PLATING(ZP)TO CLA55 55 PER TAPCON ANCHORS IN CONCRETE ICC-ESR-2202 COMBINATION THEREOF,HOWEVER.STEEL GRADE MUST CONFORM AGAINST UNDISTURBED SOIL,BACKFILL 15 NOT ACCEPTABLE. ---
A5TM EG95.
a TAPCON+STREW ANCHORS IN COIICP.ETE ICC-E5R-3699 WITH ORIGINAL SPECIFICATION HEREIN UNLESS APPROVED BY FOR SLAAM
� G. PLAIN STEEL FASTENERS ARE IJOT TO BE USED UNLE55 SPECIFIED. 1TW BUILDIX TEKS 5D5 ICG6P,-1976
7. ZIIJC ELECTRO-PLATED FA5TENEP5 PER A5TM F1041 MAY BE
v SUBSTITUTED FOR INTERIOR APPLICATIONS,BUT ARE OTHERWISE
NOT TO BE USED UNLESS SPECIFIED. A56REVIATION5 MANUFACTURED SIGN CABINETS DESIGN BY 0THER5 NOTE FOUNDATION NOTE E w F,p
8. NUTS MID WASHERS SHALL HAVE THE SAME COATING AS THE ABV. ABOVE G.C. GENERAL CONTRACTOR
CORRESPONDING THREADED PART. HDG HOT DIP GALVANIZED IF THE BUILDING INSPECTOR SUSPECTS FILL,EXPANSIVE 501L5 OR ANY
AFF ADDITIONAL UNLESS NOTED OTHERWISE,MANUFACTURED SIGN CABINETS 5HALL BE REVERENCE ENGINEERING IN NO WAY CERTIFIES OR MAKES CLAIMS TO THE Q'
9, WHERE SPECIFIED.IRON AND STEEL HAP.OWARE SMALL BE HOT-DIPHOR HORIZONTAL
A ABOVE FINISHED FLOQR DESIGNED BY THE MANUFACTUREPIrABPJCATOR OR OTHER COMPETENT SUITABILITY OF CONDITIONS OR ELEMENTS(EXISTING OR NE THAT ARE GEOLOGIC INSTABILITYEXCAVATION,
BASED UPON OBSERVATION OF THE
GALVANIZED PER ASTM A153. O.C. ON CENTER
ALT. ALTERNATE FOUNDATION ERCAVATION,ASOILS OR GEOLOGICAL P.EP0.3.AND 2-
0. STAIIJLE55 STEEL(55)BOLTS,STUDS,AND THREADED ROD,SHALL LOG LOCATION PARTY AND FABRICATED IN ACCORDANCE WITH ALL APPLICABLE CODES, DESIGNED BY OTHERS.SUCH CONDITIONS AND ELEMENTS ARE IDENTIFIED RE-SUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT REPORT
ALUM. ALUMINUM UL LISTINGS,LOCAL OPJ7INANCE5,AND INDUSTRY 5TANOARD5.THI5 AS OTHERS'OR ED BY OTHERS'AND APE NOT ENGINEERED .a..
CONFORM TO A5TM F593 AND BE ALLOY 304 OR 316 rA NUTS TO MAX. MAXIMUM ( )
A.O.R, ARCHITECT OF RE MIN. RECOMMENDATIONS HAVE BEEN INCORPORATED,MAY BE REQUIP,ED.
A5TM F594.NUTS AND WASHERS SMALL MATCH THE ALLOY OF THE MIN. MINIMUM INCLUDES FACES AND CLADDING, AND
STRUCTURE,ELECTPJCAL.AIJD BY REVERENCE ENGINEERING. )
ARCH, ARCHITECTURAL ALL PART. (NJ NEW +O
BIM. BOTTOM THE SCOPE OF ENGINEERING HEREIN A55UME5 THESE ELEMENTS HAVE
I I. WELDING: BLK'G. BLOCKING N.T.E. NOT TO EXCEED tJ
A.WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSVAWS DI.I CIRC. CIRClF1CIRCULAR d OVER THE MANUFACfUREPfABRICATOR IS RESPONSIBLE FOR ENSURING ALL BEEN,OR WALL BE,DESIGNED OR CHECKED FOR SUITABILITY BY DESIGN � '� R�Q
AND A15C SPECIFICATION,CHAPTER J.WELDERS SHALL BE CONIC. CONCRETE O.D. OUTSIDE DIAMETER. CABINETS ARE ASSEMBLED WITH ADEQUATE INTERNAL FRAMING AND PROFESSIONAL.
CEPTIFIED AS REQUIRED BYTHE LOCAL 5UILD114G AUTHORITY. CONK. CONCRETION OPT. OPTIONAL STIFFNESS.CADIIIET FRAMING SHALL BE CAPABLE OF DELIVERING ALL
WELDICG SHALL BE DONE BY ELECTRIC ARC PROCESS USING CONT. CONTINUOUS PENS- PENETRATIO14 IMPOSED DESIGN LOADS(WIND,SEISMIC,DEAD,SNOW,ETC)DIRECTLY ON 1.�- 5,Apo24
LOW-HYDROGEN ELECTRODES WITH SPECIFIED TEN5ILE STRENGTH REINF. REINFORCEMENT TO THE STRUCTURAL CONNECTIONS OR ELEMENTS DETAILED HEREIN.
NOT LESS THAN 70 K51 UNLESS NOTED OTHEPWISE. CTR CONTRACTOR. RND ROUND CABINET FRAMING STALL LIMIT UCE551VE VIBRATION,DRIFT,OR
B.UNLESS A LARGER WELD 512E 15 INDICATED,PROVIDE MINIMUM DIA DIAMETER 51M. SIMILAR DEFLECTION TO REASONABLE LEVELS. CONNECTION TO M5TING 5TRUCTURE BLOCKING DE51GN BY OTHERS
SIZE WELD PER A15G SPECIFICATION,SECTION J2.TABLE J2.4. 55 STAINLESS STEEL BLOCKING MUST 6E(OR HAVE BEEN)DESIGNED BY A MPETEhIT SHEET TITLE:
3 DET, DETAIL ES fA
(E) EXISTING STD STANDARD FAILURE TO PROVIDE AN ADEQUATE LOAD PATH OR SUFFICIENT CABINET INDIVIDUAL TO ADEQUATELY TRANSFER THE LOADS IMPOSED BYTHE
EXIST. EXISTING P,EVEPF14CE ENGINEERING IN NO WAY CERTIFIES THE EXISTING STRUCTURE STRUCTURAL
ALUMINUM FA. EACH SUPP. SUPPLEMENTAL STIFFNESS MAY RESULT IN EXCESSIVE VIBRATION,DRIFT,OR ECTION
A5 ADEQUATE ARID ABLE TO SUPPORT THE LOADS FROM THE ASSEMBLY SIGN TO THE BUILDING IN ACCORDANCE WITH THE ASSEMBLY DETAILED
g 50. SQUARE WHICH MAY YIELD SECOND-ORDER EFFECTS THAT CAN NEGATIVELY HEREIN.REVERENCE ENGINEERING 15 NOT RESPONSIBLE FOR BUILDING NOTES
I FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE 2020 E.W. EACH WAY 7/0 TOP OF AFFECT THE PERFORMANCE OF THE STRUCTURAL CONNECTIONS OR DETAILED HEREIN. AND/ORSUPPOKT STRUCTURE DESIGN.
ALUMINUM DE51GN MANUAL(ADM 1).THE SPECIFICATIONS FOR ELEV. ELEVATION TP TYPICAL ELEMENTS DETAILED HEREIN.
ALUMINUM SHEET METALWORK(A5NJ35),AND CHAPTER 20 OF THE EMBED,EMBEDMENT REVERENCE ENGINEERING HAS PROVIDED THESE DRAWINGS WITH THE -- --
BUILDING CODE. E.0,11. TFIK.ENGINEER OF RECORD THICK(NE55) UIJDERSTANDING THAT THE EXISTING STRUCTURE WAS EITHER.ORIGINALLY 5HECo:
2. ALUMINUM SHAPES 5HALL CONFORM TO THE FOLLOWING: TAB. FABRICATOR/FABRICATIOIJ U.N.O. UNLE55 NOTED OTHERWISE REVERENCE ENGINEERING MAKES NO CLAIMS AS TO THE SUITABILITY OF ELECTRICAL NOTE
VERT. VERTICAL MANUFACTURED SIGN CABINETS IDENTIFIED A513Y MFR'OP.'BY FAB.' DESIGNED TO ACCEPT THE ASSEMBLY DETAILED HEREIN OR HAS BEEN(OR ELECTRIC COMFONENT5 AND WIRING ARE NOT DESIGNED BY REVERENCE
_ PIPE J TUBE 6061-T- A5TM B429 Fy-35 K51 MIN, EON- FOUNDATION WHICH HAVE NOT BEEN ENGINEERED,CERTIFIED,OR REVIEWED BY WILL BE)A55ESSED FOR ADEQUACY PRIOR TO FABRICATION AND
vd WITH ENGINEERING.FABRICATOR AND INSTALLEP.SHAIL COMPLY WITH THE
5TRUCT.PROFILF5 GOG I-TG A5TM B308 Fy=3S K51 MIN. FP.IA'G. FRAMING REVEP,EIJCE ENGINEERING UNLESS SPECIFICALLY CONTRACTED OTHERLVISE IN5TAJATION.IT 15 THE UNDERSTANDING OF REVERENCE ENGINEERING
,v/o WITHOUT CURRENT VERSION OF THE ADOf tED NATIONAL ELECTRIC CODE(NEC)
SHEET J PLATE 6061-T6 A5TM 8209 fy=35 Y51 M!N, FIG. FOOTING ZP ZINC(MECHANICAL)PLATED AND DETAILED OF,NOTED HEREIN. THAT SUCH DETERMINATION OR EVALUATION HAS BEEN OR WILL BE MADE AND AF,TICLE 600:'ELEC_P,IC SIGNS AND OUTLINE LIGHTING'. O
STAPLE TUBE GOG3-T5 A5TM 8221 Fy=I G K51 MIN, F.V. FIELD VERIFY KIJOWN TO THE OWNEWCOIJTRACTOWFABRICATOR15UBLONTRACTOR
E
'Tme dcttgns.detads and opeotaLlono Crn-d,nlM dI eoeT.JaUol.Too-plentsaf IM dranoq hae4y adno,.4dge and agree tut&to thefde property oTPiv.-rnj--.j Mthat tn_ryeMk-use nor r-Ia-of lke 0"S ,da at aJ>aM fpeat-Conto-w In tlns d-ng,c,td ClC the CMMtaet+-uAq*-nt e,preseed wttpa--n pa--trt..Re C-te TNeecn.+q-049-t, Ir nsda Ors draanq"net 1a l ORIGINAL SHELT SIZE:11.17
,nthwt consulting FL-- 11-of CCOngMbeY kRaeea dra-g,spenhcahons,and tt.As ulcI.ded m Contract dec-Ls,P.aeren-6,jq W.5 shall d-de v h.h edatan roust be fdr-d and the,den-.stall be f,nal.Copynght R-r-Coyneervy All nghts reserved.
L I x I I 3e15113NS lVNI01M0 >P+y>91^u INVt 6u,eap cq3 law�p 'p--1 s146u'Cl lwaao> jj nu2j—.11y6uAdo0�Iruy a4 Ilrys uoisv>p—4i pur pae 1111 a4 1—u,.;mpu,µ>,µu apu:p Ilr{s 6mnaw6u3 aou>aar.>b•s7u>un>op aoe�:um m papryou<rrap P.
•slwgrnpnds's6u�r�p uaarnJ:a e>,M�uuoau Jo>;co ul 6wa>u6u3:ou>nn>y 6u,Ilnsum;noy:v,,
1 !'[:wauG..l»oua•>y{a.wl ro.,ownd v>JIW pies>�J i:uawaw6r;r^iaNJuea Syr p a s:ro•oln r
_ p� uNt+lfn..Pal�3w>wv1�sM-aJ�pueIWV>P'su6�sap:4lp.(ur;rx>a wuau:rrlpaulnl•.A:v1:vI ue 6w>awG ndo�d -
.._ P u3»anr.�_/.y a7os>4�_��:rul y»bepur s6Fa,�omr.l.r::4lrvua.p s+IJ 1^s:ua0u»., ;.1,oa>rr Gaurp eV:a,paver,o>cw•:ray,aade pu:gryap'srkoap>4y
. C) 3
OION11J3D'AIND3
Q
+lllu
AS = V= ("�V)V3Ntl 3AI1733d3
N J IS�a s3mtlA N91GJG
N91S 910d 1VOIJ)d
NO
�f
Sl e
(H x S'O)-PVO- (0) OIO`d1N3713N19VJ JS A%x u= (V)V'3NV J3Nl9V3 531gtl1
, V' N91530 33d wrsn91O3N1a so -rT
y OIONIN3D 1N31VAI503 V3dV 3A1173JJ3 33V1AOQ3NV Pa NOI1V0N003 I !
]131d 33V1d-Nh15V3 I • I`
^
14100113NlgVD
_ H x O'b= H101M J-INIGVD NnWIX'VW 1d P^P^• (N)1H913H 13NI9V0 lVMn9173Y111 NO 319V 91SIO'3 NV I •_II ' 2'.
1J H x z'O= H1OIM 13NIOVO WnNINIW 1d .•(Y�tl/Yl (HVO)1491314 11Vb3AO N915 #19NLL00_'OV--NJG IVNOIIJO
S11Wn 9?913WVNVd N91G30 ! •I• _ -
133N5NRIOM VN f0a9SMSION3AIL n)
r • V o
Z '03i1no"5V O'GS 1V SNINN1910 OTJInDTJ CV G133HG IIVJ30 3Sn"g 30Vd9-
I !
330,0-,1 1 x 0.0-,£ :3Sn
bZOZ-S I-b d
>6rq>ed ln9ml --- SSH 0Nf10N.SL£'O x,01 'J'3135 .£1, dnON9
I ! C
_-_ �:JrO :uolswyJ�nssl :oN :NOLLnl053ldNMS
--- 13314S NO ONINN1599 5319V1 N91530 3H1 NO NOLLVMOJNI N91590 ( ! v
31V301 015 d31S WONJ 3ZIS N31d 0NV dnON9 N9I930 3H135n L
I I n
O N s-E I °3215231d ONV dnONS N91530 3141 I AJ1114301
C N O OIOb1N30 1N3lVMnD3 3P1 NOJ Jd gZ :3Sn 4
_ I� VDSV 9AIS03JJ3 3H1 NOJ JS OZ 1 ;3Sn I ! ^
rn Z I II z I3MOIDONd 13N19V?LLInW ! ! _
Q Z rn Q '03NIn03N SV 31gV1 DIU 9NIsn 13NIQVD V SV I !
ONVA 3H1 NO 3nIVA 1S3Ntl3N 3N1 Ol do HDtl3 ONnON'Z>1 Sd315 lV3`dl•SSIAOD 910d NOA
rn rn D Z �\ WONJ OIONIN3D 1N3ltlAln03 ONV VnV AN19VO 3ALLD3dJ3 9P135n'9 'o3NInD3'd SV O'9S 1V SNINN1939 03a1n03N SV 5133HS 1IV130 3Sn'B
V J 11 z 9119V1
D P I i C a
O z "I'ES 133H5 NO 31BV10NIM HdW 001 =71�A 3u1 Ol NNnl N91530 dad 99n1 b0 3dld
'S 'Ut's Col
O
r�1 133PS NO SNINN1939 5319V1 N91530 3H1 NO NOUVMOJN1 N9193CI-� D I '1 9WO1 01 b d31S NOS-43ZIS d31d ONV dnOa9 N91530 3H135n-L ^
Z rll r rn ld gZ= D= 010N1N3D INTIVAtn03 I I rr
�l JS OZ I= V a V3YV 9AIL03443 n ! 1
Z O C Z /v rn "319V1 ONIM 3H1 Nmu(03033N SV)3ZIS !
'S3lOVl N9153O 3H1 NI 3Sn Z'OJ'4 Y31d 0NV dnON9 N91930 3H1 3NINN3130 01 b d315 WOYd GJMVA ^
`D fll Z 010N1N3D AJ3lVAIn03 ONV V3NV 13NI9VD 3AII3340 3H1 3Sn"D I 1 p
1 (9 s'O)-zE a NouDlaslNnr I I
(P x 5"01-14VO= (0)OIONINIO 13N19V7 IVOOI 314i'JOJ 033d5 ONIA1 N91530 O3NIncm 3H1 NO 035V9
� � O= r\ 30VS93nOBtl(0)OIObLV3013NIOVJ3H131VInONO'£ O'ES 03H5 NO 9NINNI939 31OV10NIM 31V1?1dO2dd'd 3HL 01 Mdn1"5 r------------! I ------------,
O �r-n z (E d315 NONJ.DJ 010N1113D 1N31VAlnO3 I I !
is OZ I - S 1 x 9= (Z d3LS NMU,VJ V3NV 3AILOIJJ3 Se M k H= (V)V3?1V IJNI9VD I !
:(v)V3`dV J3NIOV0 3N1 31V1nDND'z 's319V1 NOIS30 3H1 NI 3Sn NOJ-b
Q e NOIS?J-:]A lNol 13 zE= 9xO-V- (HxS'0)-"VO=D
e
u x o'b= u101M 13NIgtlD Wnwurow � rr �
l30 1J T l = g x z'O- :30Vd9 3A09V(0)0lON1N3913N19V3 3uL 31VIn7IVD £
H x Z'O= WOVA 13N19V3 WnVYINIW 1:H1OIM 13N19VO`JD3HD .I
MxN=V I Y/J
IIOIVf 109 N91S LS3MN1210N :SS9DONd IJ9Is30 ! I -
-V3a'V L3NI9b'DN101 !
°(V)V3JV 13NIOVD JHl 31VlnDl�/O"Z I I I C
]PI x9 010311Wn SI 1A19r�J.1
°31J120103`dVd3Yd HdW 001 *10M 033d5 ONIM d3NI9VO N91S 1"JnWOCVW
O
133d S I YM)H10UA 13NIOVO 1�,6 d� `09314 NdS 133J 9 ;(H)11J913P d3N19VO 0 S31nN a3N10 3AY3S90'133PS SIPS N915d0 do S11Wn 71D3HO 'I L——— _- I !
------------
------- � Z
SZb]1S `A`dM4V0?J9 M I OS 1334 z£ :(uvo)1u913u nVd3na N919
ZS I I-t7S£(E 19) a1 x o r=-xvw
SN313WVNVd N91530 '133H5 51P1 NO N91530 JO SLWn i's31nN'SNOI1tl10N Tltl 3AN3Goo '1J x Z"O='NIW)
W OO'EU IJ 0QU 16UPP3U3JPAaJ'MMM
(Ml H1OIM 13N19'dJ
3ld Wt/X� SNOT lMd1SN 11wn r19 s70 uvtaosnl JNIM1 ]INIJN3
3:)N3213A3H
3HI
N9I9;1a NOIS ;110c] IVDlcl)\i
_ %103 1d-I1-IS`Nom I�11iV1 " iytAmng A-m `d0A 99VJ SIN I INIald SH
A5 P ',II\IT 1 H15 PAGE FOR CITY SUP)MI T T AL WITH WOP.I�SHEET COMPLETED
MULTI-CABINET DE51GNRE
REVERENCE
IMFdCTANT UESIGtJ lI`JIT
ENGINEERING
CABINET I WIDTH(W I) I N5TRUCTION5 EXAMPLE - -
(MIN.=0.2 x H.
MAX.=4.0 x H) www.reverenceenglneering.com
0135ERVE ALL NOTATIONS,RULES.4 LIMITS OF DESIGN ON THIS 5HEET DF51GN PARAMETERS: (G 19)354-1 1 52
i:- 51GII OVERALL HEIGHT(OAH): 40FEET 501 W BROADWAY, STE 425
r------------ ------------1 I. CHECG LIMITS OF DESIGN TH155HEET.0135EP.VE OTHER.RULES CABINET 1 HEIGHT("): 8FEET SAN DIEGO,CA 921 OI
I-I _ NOTE5. CABINET I WIDTH(W): 14 FEET ,
I I CA6INET 2 HEIGHT(H): 4 FEET PREPARED FOR THE:
g I I I I MAXIMUM 51GN CABINET CA13IJET 2 WIDTH(W): o FEET
wE)To LcaeiNE)TAREAme 2 4C2).5EE52EOFoeEQUA17Ovsas�O4UIPPEDINErceurRaDs(el NORTHWEST SIGN COUNCIL
DESIGN PROCESS:
3.ADD A I AND A2 TO OBTAIN THE EFFECTIVE AREA. I. CHECK CABINET WIDTH:
( I MINIMUM CABINET I WIDTH =0.2 x H=0.2 x 8 = 1.6 F [OK]
22 EFFECTIVE AREA=AI +A2 MAXIMUM CABINET I DTH=4.0 x H=4.Ox 8 =32 FT [OK]
MINIMUM CABINET 2 WI
VADTH =0.2 x H-0.2 A 4 =0-8 FT [OK] VERSION 3.0
i I 1 I L I I MAXIMUM CABINET 2 WIDTH=4.0.11=4.0 x 4 = 16 FT for]
II I A.USE THE FOLLOWING EQUATION TO OBTAIN THE EQUIVALENT - -
Z I CENTROID:
2.CALCULATE THE CABINET AREAS(A)4 CENTROIDS(C):
o I I (AI xCI)+(A2x C2) AREA I(AI) =8x 14 = 112 5F Z W 2:EFFECTIVE AREA CENTROID I(CI) =40-(0.5.6) =36 FT W O
AREA 2(A2) =4 x 9 -36 SF F! O Z CENTROID 2(C2) =40-8-(O.5 x 4) =30 FT
- L-- --- ------- -- 5,FOR USE IN THE DESIGN TABLES: =U Z_ O
(�
I I I EFFECTIVE AREA (STEP 3) 3_ADD AI AND A2 TO OBTAIN THE EFFECTIVE AP.EA Q-/ 3�ZZO (n_ P�
MF) EQUIVALENT CENTROID 15TEP 4) EFFECTIVE AREA =A I+A2 ^ z W Q
1 `t I = 1 12+36 = 14B 5F C) V J
$ ID
up I � I`�I U I U ...USING THESE VALUES,FOLLOW THE TYPICAL PROCEDURE IDENTIFIED AND W LL Zll
Q � O ,
^ 0 I I I F ILLUSTRATED IN STEPS 5-8 ON 52.0 TO DETERMINE THE DE51GN OPTIONS 4.CALCULATE THE EQUIVALENT GENTROID: LL,J J W
FOR THE PPIMARY POLE 4 FOUNDATION, (A l x C l)+(A2 x C2) _ 0 12 x 36)+(3G x 230) =34-5 FT
,O-o Lu EFFECTIVE AREA 145 Q O Z Q
I--
_ z �- Ln �
Y =p 5.FOR USE IN THE DE51GN TABLES- (-� Q Q W C)
K CABINET 2 WIDTH(W2) I I N O w Q `J z Z r--- N
.- (MIN.=0"2 x H, U K 0 EFFECTIVE AREA =148 5F Q Q Z uz
y MAX.=4.0 x H) I = W _ EQUIVALENT CENTROID =34.5 FT F - Q
I I �_ z Lu mZ wz
IMPORTANT DESIGN UMIT I I o a ...U51NG THESE VALUES,FOLLOW THE TYPICAL PROCEDURE IDENTIFIED AND Q IL
-
V I I PIPE OR TUBE PEP DE51GN p - ILLUSTRATED IN STEPS 5-8 ON 52.0 TO DETERMINE THE DESIGN OPTIONS W N Q
TABLES FORTHE PRIMARY POLE 6 FOUNDATION. w O ILI )-
2 I I [FOR POLE COVER5,TREAT 0 In
D N u- m
I I AS A CABINET U5114G THE LN J
MULTI-CABINET PROCEDUREI
-
� I I No: Is=_urlP.ch`aon: Datc:
In,bol Package 4-15-2024
a I I I
5 I I Q
GRADE
I
Lz
,•- a 1 I �-a •�� ', NATIVE(UNDI5TURBED) I�
`a P I'- l: VOP'AONAL5PREAD
SOIL woRKSHEET
wil
LDESIGN PARAMETERS LIMITS'XIINGd SIGN OVERALL HEIGHT(OAH) FT MIN.CABINET I WIDTH -0.2 x H I ANCHORAGE OR DIRECT TBURIAL = �r
a I '•I•, CABINET I HEIGHT(H I) __-��f7 MAX.CABINET I WIDTH --1.0 x H I
I: I PER DESIGN TABLES
I I CABINET I WIDTH(W I) FT MIN,CABINET 2 WIDTH -0.2 x 1,12 = _f.7.� FT y
E '
'� I•�•I CABINET 2 HEIGHT CHI) ( FT MAX.CABINET 2 WIDTH =4.0 x 112 _FT
I CA5T-IN-PLACE FIER CABINET 2 VMDTH(W I) _fT
.I •• FOUNDATION yJ/ANCHORAGE EQUIVALENT CENTROID 5
/ OR DIRECT BURIAL PER OF51GN
•� 9 AE'O
CABINET EFFECTIVE AREA t CABIN 1 CENTROID HEIGHT C[ 5F IS
CABINET I AREA Al - ,5 SF CABINET 2 CENTROID HEIGHT C2 = 5F O� L 5-Apr-24
�-� CABINET 2 AREA A2 -�_5F ACI=Al xC1 -y�i��I'-) CF -
AC2 -A2xC2 CF 5HEET TITLE: ---
F=ACI+AC2 CF MULTI-CABINET
i DESIGN VALUES DESIGN
a EFFECTIVE AREA -- - "-- -
(Acrr) =AT +A2 5F
SHEET:
EQUIV.CEIJTROID(CL,) =F/&, T/� FT 52 . 2
E
'The delay,,.deUs and speuficaVons t ItdmtAs drarnnq ue coatdestol.The rec.ryeN„af lhnk-,hereby actnonfodge andagree INAA.Ill..0.prepuby o'Rsrrrence EAyasenng and that OlrysNf nether use nor renal a,yd the dev,(pro.dalsasand nPc,4441 is costaned m the drA".a..de elf the-4,Jetvatagreer1nt up"-A metes Permss,enfrom FevueuaEny+een,y.Dewt-from eh,s dravnng shed not be-s.:r ONGINAL SHEET 5LE:I Ix 17
w thmt consWnrg Reverence Engmeenng. In case 0,ncongm.bcs bet-n el-gs,5F-hut-s,and Aeta-ts,nduded n contract documents,Raereree F--4 eermg stall dende v,h.eh old-l-must be!00-4 and the,r deosion shall be h.nx.Copynght Rererence E&3-c y All nghts reserved"
L I¢I I:3Z15133115ltlNl'J,90 %pru aq 7ou Ileys 1uv.r,p uyl uoul auauw�1waa�1u7 rvnn u,nry uolss,w,ad ualiu:.pa naAAw>v>.naAGr P__'sMGu Ir0'1;wa:,(roy�ua;a^J 74Gutdo)-levy aq IWO u 61-P A 41 pu¢Paxntal oq 1s MI—P l 471WA apuap 1r4S 1uua�In6ua awanAa9'et+•a.r>op I>¢�ivoo ui P>Pnpu.%' 1pp u¢Y—qo oadS's'ou—P - .. - ,. -Guua>uilua ruu>n 1
t»uAvl +mod 1 p a7 a i'ir`.a, P 7 •- to as¢�_ A>a uylnsua%iro4ivt tmi;ehm a4710>p.y+n•Ftvr,p fN)u pawriuo>aogn lmAe PN eKVP'nut+eap a4i fo W e l¢ana�Aou am.:J)W G::c la.il:r,rt pal Gv oaaa o adwd a a s• 1 :C F-: -.: ,:/•zauTy GUWS.P ey+W 11aa,A.ia..,y ..., �. , .. w p U1 'r't2M r1Ua t Fu<'% V111'a 3 4 a1(t
es
COC 06Z 09LOlZ09LonOCZOZLOltOtt06t09L Olt 09L 051 Otl OEL M Oil Oft56 06 Set 09 SL O1 S9 C9 SS 09 S1 at SL OC aOL SI Ot 9 9 110 01 1*11 +o-IZ -•OL -M P-Z ;m -pPaz u'l -61 -61 C�9t- ST9t a", clot rlt z-11 1'11 ALI K-91 x91 ►% "I Mii 5S1 &SI ^it tDl H1 L11 Lit Kl aZl t I d-t u c:Iaaus 6E IxCL LttCL oe h1i. Z 1 a-Ol u01 6 u+9 79 T9 FL 01
OL n6L K-CZ MM -61 0"1 >cyl q=vi ;"I �
909E «9t frog{ r•1l z-1t 1-!t K9l x9l x9l AA9l M�SL Ail tSt tSl ^it 1-YI Hl htl stt iEl Kl bZl dZt all V0L ugl ru0 13 T9 F9 F[
4.-Idw C�I I = n 9C t1'(Y �OZ 1s•pZ, atr R'OL Pa•&L 7e•01 ze6t Gaol ge•9l gr91 1t'91 !1°9l r11 rll t-1{ A-It x9l x-q -gi _*Sk Mt ASt S1 Agi ,-I, H,I t►1 ►tl ttt bit izt t>zl d•11 m1 trot "1 tub 1-9 T9 to Fl 9C .
919dl aNIM N91S Lc aaOL M0L txtOL Prt`DE 7e5L xy1 R9l gc91 ge9l tr9t ac91 tx-Ll z•1{ r•!l Klt Ail 19l xgt "I N•SI A9l tS1 Ail r*tl rot tit tit 4£l :Ll ett bZt 6•Zt 61L o-ll t+9t Us ,:r6 1.9 T9 ill tt LE 8
9NIaNb1S��?J� 9C PaUL DrOI' pev ;tit 1�Gt �9t gx9t q"t q"l #"I -it r•LI r-1I "ki, K9l 1st x01 'X*l "I '_1kS;t tiit P41 Nil +Ill lil HI Kl ►t� +{! ttl bzl `dL1 dll q0{ u9{ 06 ut, t9 F9 1l t1 9L ^
°awl L.aatls SL P"a maz P00Z 0!6{ 2ay1 sa6L gzQ1 q"I q001 cagl 10g1 r•LI 1-11 7-11 111 1,9t x-9t x9i "I Mil "si tSt •Nl MI MI tit I-El "I +CI i£t bZl b-Zl 611 o-tt u-CI "I u6 toy T9 " (-I :-L 9t �
JOE
tOZ: Mat -61. :vyl -_Qt' 4"1 i0�91. gz9t t'1►91 loot 4411-: Z-14 t•11 K'11 .69{ Kett x�91 eqt Oil All All +,11 "I 1-pi lit tit �Et tit 3ti- 1-Zt tLu bzl b11 VCI 0.Ot' ud t" TB iH t9 r-i IL K s
bZytV•S -`�1 N(7 Lett �6{ >Q6t �'9l x9L Ci"L *91 q"l tsyl m)i rLt z-1I I-LI L-91 k91 x9i 191 Mgt U.S, AS ASi tf'tl Mt "I "I tCl yEl Kl Kl bzl bZl 611 0ll VOl u01 tM �6 T9 t9 Ill YL ro tt
S1 -Ivu zem -91 1�11 gtlI' Witt gt6l- ®9L 1111 nit rit z•Ll All K9I x'9I x91 111 _51 4"SL Ail _?ItH I-tl ttt S{t nT rEt tZl tzl b•zt dlt &II u'al ito u6 tuyi 19 HFItzC1-6{ BIl6{ IQ9l gOBI gx9l 9e91 tt'91 1lLt 1a'tl r•!t r!l 1•!l Kett 'K91f9lx9{ ilMS{ ASIAtl M" ttl I'tt t£1 Kt t-Ei rCl IZI t>zl bLl E•I{ tall all u01 tt6 uy fr-6 T9 Fg FL VL 59 It
/: ff61 If61 gt"91, t 1 t11g{ t'r$l RL{ ru•!l 1.11 x•[{ 11 K9l 101 .Sl x9 t-Sl *SS *51 nt Mt rt IiL ttl ecI wtL Ill Kt �zt &Zl bz1 411 oil r- Vet{ ''=66 fay 'stg T9 -(�L FL !9 69 Ot
1f61 g091 ga$I qtBl 1r91 mltN{ 1a•Lt z-!t r-[l r-ll K91 K9l K91 x9{ x9t MSl AAiIASl Att Ml Ht I-El Kt f£t 1tt Af{ +-ZI bZt bzl bt{ d-II oli "I uOl try ttly T9 t9 FL tL tt9 O-S ge9l gc9t Za01;tallsl 11L91 xo-Lt Yll :-ll x11 K9l h9t 19{ t9l x9l 4S1 r+St ASt -S{ ail rttt fit' K1 ►tt cil Kt +-Zt {dl. b2l IfZL all 0{1 00l u01- L4 ;+l6 u4 'n y9 r'L tL fret &s 9L
k .91 gt91 clLIN! LINT 1'Ll Z-11 r•11 2.11 1.9111i A-91 L-gt x x t z a na 91 9 SI SI MSt ASl •Atl 'Hl Hl Kl L-Ll tit Kl rzl >•Zl bzltSil t>ll dlt o-lt oat u0l L4 u+y toy to t9 FLt9IS1ZLIA1 LINT 11At n•!l 2FLC' Z•Ll •91111 K•glllt L9l K9l t9t x91 • �- ' �St MI -11 Ml KI KI tst KL +Zt Kt bu bti 6.11 dl/ pll "1 u•Ot U's u•6 ulb M 19 9.1 U 49 '•t9 IS 9LLINT LINT cl•!t rll rtl r9Utl L9l/[t 1.9t Lett Lyl x9t xi19t1 I ANSI rSl tit MItilKt c-t't s£1 rZl rZl o-A bLt b-I1 4-lt ail "t 0% "1 ad uy uM T9 1$ r•t 1.1 get get K SL
11N1 ta[t I.1t' 1!l 19lrll L9ll1t R91 191 L9l xgl YS1Nl rKAItK1 °St kil 4-01 Mt lit Ri KI st{ +-21 111 tZl bzl tint b•It dll d{I "t u61 V6 Ia6 w6 UN T9 t9 f-1 I9 4-9 &9 1-► ►t-it vit 2gU11 r910 191111 K9t 19L k9l c91 xSU91 xSL91 -St tSI ASI Ail Mt ra►t Kt K1 Kt J-Zl tZt KI bz{ blt blt d!l oll 0010.01011u5ut6T9 T9 t-t f•L 09 Vet O9 li CZ1l11 z9lrlt =911It'K9tut lE9{ 9l $9I t9l xi{l9l XsL191 AM "I •SL A11fS1 yt �t{ KIM KI KY Kt K{ r-Zt bZt blt 'bql 41l dlt a-01 OUL.; OOt '� V6 u6 ug Tg ' TB t-L FL tt9 6.9 15! " LZ
111t r9111t K9l 1.91 K9l A9t xSINt :ilNt tiist MSt +tit "151 M151 Ml rt►t 0£Int Itl L-Et %tt +Zt KtbZt b!t blt btl all ogl oCt V9l ttg try tt6 ur6 urg Tg i1•g f•t 1.1 VSti9 K aL LL1111 1.9t 19< 191 !K'SIA{ tStAt tc4119{ xi1191 AVSJ Mil 3Mlfsl t1151 *% htl rKMI rum KI Kt ►4ml r'Zl o-zl bit blt d•{I ati o0l avi, 001 0B tr& @•6 06 tdo 19 79 t-! Fl fl q9 &5 H aL Oz
6t K91 A-91 191 xSil9l titl9l 1a9{19t xil "I *Sl tt►U9l t'1151 Mt tit rt IIVL ltL9l Kt ti:l o-7"Iltt +zt tit blt b-lt Ell d-ll o-Ol oat t*Ot ttOl V6 WG u6 uA0 met TP F9 %t! Ft t9 6'9 fl9 It PE 9L D }:
l 9t Tilt. KSIlel rSll9C-sm, isint x-st m&it tc-/15l "IM t1151 _lElt,_', tit 0S{f►t KIM KL KI t•zlt% }Lt +zL btt2l {{ all Il o-0{ "1 oft "1 W6 ut ty c
t06 'n-A 19 is t1 f•1 hL 19 Ia5 1S ►► pt 0{ �
it [S1A1 xilmt ku-sl xSINI M-51 tt►151 -*fXj MIISt M151 tit tit rK1111 Kim t£l KI t-ZILCi vZlltt JZt b l2t btt 4 > s
l ll dCllll 00tflt o91 t>Cl oy try tt6 V6 trg tu4 tug 14 19 t-L FL t9 tt9 rig /iA P£ 1{
bZOZ-S 1-b a1¢F%rd l¢glul - C
9l tl3it1t4 x51N1 Yil tHlSl +Nlrit t f11S1 MlQ1 tit till rLlhl I�E161; KM KI 1£t %ZLBt. t•zmt Kt rimt 4ll(Z1 bl{ 601111 0-01 "t "t v-&Ol V6 U4 ty fly, tug UK To T9 F1 tL r-f t9 We &9 H ot PC 91 Z:�iea :uoswyrynssl :aN St tS1Al A"IISI ALtlfit "list AH151 MUS& Ml ttlhl rrtlM1l ILEMt Kift Kt KINI sZirtL x-Zlrtt Kl r'lt2t bit2i bit d0lllt o01 "I "I o-M0 V6 uy uy It6 wq tog T9 TO 7! ht I1 tL r9 &9 N ry PC o-L St -1 9
VOL . Ot u-Hrl,M151 WMIS1 A-IM ML rKllll�tSIM r-jinl ntlnl Kt tM NtS► t•ZILCI ►Zl +•zl t11R1 b-II bll d9lfil Wtl 00l �GCI u'6'Ol V6 trg tt6 u4 Q9. Vt9 19 19 t! F•! 1't t9 ttg r+S li a•► D'C }Z S'►i m 11 Atil51 n►15I A+illil rt-1{5l t-iL51 ttlHt ttl!►l rlt{AL rKIM1I ►tM4 Kt ►LIIEI �z15t oZUrl +Zt ri12{ t>II2l 61l 41111 kim "I o-ml o-601 V6 u6 u6 V'fi ugh tug tug 19 T9 t-L t-t Ft M Vet 61 H tt£ PE >L ►L Q c
n70O N S'tt 15t AttlfSl MIRE tiU9t f.({11l A{IM Q1'"IM OSIm I-cl FZtlCLI GZIRt 1-11st rZi Am }IIRI b•tillt btl 601111 001 OMI 0601 U691 u6 06 V-0 ts6 utAS -a TO let T! 4-L Ft F[ t8 Vet 6i H �t PS lZ CCL � a
_tt rHUSI 's►151 AtISI ttl5t Ailhl flit/{ tSlnl rKlnL KIM tZlt£1 tZtfCl sZMt si151 tZl +•flat }NIA blt troll{{ d9tlll 00l o6N1 0°BIOI V6 tr6 I+b V6 V96 cu9 r:A9 T9 19 T•L Fi rl r9 t9 VS ta5 at 0£ ?£ uZ CL
rn Z D rn 5Zl - 11St rsi15L *CJSL' till►! h9M1 t•EIM 0tfn!' 1-Mnl i-ZiRt tZIIEI K11£t szvu s115t mIZt }kilt blt2t tttl b0mill tl0tlll' "I 01191 V5 05 tt6 u-6 u-AJS t+tg8 tug 1+9 T9 YlN t1 t1 rt 19 t9 Vet &S y at Pt oL 92L 1
Z rn Q Z z n +1USt niLSl flint ttM1 ttiM1l aCMI rKlltl tLMI PL1Ict ►Ll1CL stlfft sLtfEt tll2l J-1wa +-IIRI b{{ bCtllt d9ll3l ft OuML o6'01 u6 uy u6 u6 u9,6 tug tug T9 T9 71N t( ti FL Yet 19 VS 69 o-L 0t PZ }L LL S S'll tii151 At153 htllfl f,ttltl tilht rKint tZIM1I 1-zlrtt KNE3 t-zI1C{ Rtlifl' 0ltrtt Y1121 tliRt }I12t b-Clftl OCllil "llil q•OL 0591 u6 u6 tr6 V5 tA9.9 trE6 tug >v9 T9 h!N lY t[ F[ ff (9 Vet OS It of p-E PL
I-
rn D> L1 ttl5t ^iU►t ATUH Mill "M r*ztnl tzln{ 1ZtIEi I-mu WZIIEt Simi z•llfZL rlt2t A•It2l blI2I boitil 41111 Aral 0601 o50L V6 uo u6 V910 '�'E5 urg u
$ W'9 19 TfN Ti tL FL r9 !9 Vet GS H o'E PE >L gl Ll K
N N O z S'0{ kt{R1 tith/ Altllll 0511/1 ^>Z{1/t. Kinl tLIlCt hZ{1Cl 131Rt, x•lllEl 'F{{!CL' +•1121 }1{R� b11Rt 49N11 bOlA d0{tt1 4601 4.�0{ o-601 114 u-6 &g6 U." ug,6 wg I>JS 1.9 U1 7t tL tL PL r9 t9 V-9 6S H iC 1K >Z 4Z S'Gt �
Zrn D O (� Q at tiUil tllHl ttlHl RLSht ttthl FZ{ICL tLIRI t•ZIRt x•tlrt{ ►tUEI r1121 rlt2t }1124 "Itzi boil! boil►► d01/1t ovoi not V6 try Irg,6 u80 tMAs vr0 tug tug T9 T/N tl t( FL MI het t9 49 r+5 H ei PZ >z QZ OL �r-p rn 1 5-6 rKGli. A-Z1111 mm,rtzMl rzlm tZlftt tZ Ile I litm vlllu Ftlfcl J.112t r112t "Wl b01111 &OUIL kin, dti91, 0601 0691 tr6 Vela ttfr6 USS Vet u+9 _9 T9 .AN _t F-L tl FL r•9fL r9 q9 Vi as tt PE PL TL PI ss
Z1 m Z rn 6 tUftl "ZIM OZIHI HIM KML tLUEL hlut;l 2,JMl t'lllEt +tlRt tllfgt nl(Zt b012t 1>01111 b'01111 d611I u631 *at o'69l uj ugy u-M u60 ur9 wet u9 71f9 1-0 TL N-L let Mi. t9 19 Vet ftg 61 I£ IK RZ >Z gt 6
O D f11 S•1 KMI o11111 6LIA{ !•Zthl 1.111f1 I-mv Flmt t-11.Et MM }llRl KIIZ1 b01R1 401111 b01111 bmi d591 '-m 0.601 u6 u46 use uts'6 i+g wq Lsg I lie ul 7!N Y-L IL t1 1 yL F9 I "A 6g it nE Pt rZ 0•L 41 S'9
(3) Z 9 r}zlm t-val I-Zlht 1-tin lllrtt Ill�El 1-wet o-111E1 a01R1 mini +OI2l bOl2l 41111 bVil (1611 0610E o6'0l out V-Bs Vets V9S ug uq tug Ways t1N WA 11 71 tl FF1L r9 f9 19 gS9 OS H at P•Z >z >Z gl 9
_ S.A. &ZU/l I-►till lLIRY hllffl 11{5t t•Ilrtl o-1151 +0{21 19121 +0{RL "IRI b01111 60111 b5'It dMI O-ML Mi 06 Lets Vets 'U14 wg Wet ut1N 71N 1•U9 }l T[ tL t911 rill t9 t9 V9 4K 5+); -H >C PZ 1'Z 4L Q. S'1
QZ n= —
z ll) O-1 ^ L HIM HIM tl l.'C1 ri{ffi sill[{ fbllEt JKttfEl Vora/ mlzt zgL2{ "Itu bull bVil dvl{ 0fim owl DIU% VG6 V06 flag u19 U2 tu/N w•1f9 7[N TU9 7f IFL R9'L MIL M is t9 95A Vi at kvp ut PZ sZ PI cl L
C O n rn z Set {IM hlllEt 11{16t IOI1El "M KIV nIfA' IOIRI ►4tMi 66Z1 b61{t b6fil ftil 6s01 Mi owl Om ui,•6 U" ugh OIL$ t+r•!fd Ot11i NN TILE TL TL t•91L VNI r91L r9 kSLD gi19 am &t Im 0E >L >L qi L,L Sg
9 i-I1Rl l9lim 101ts "IlEI 191,i1 MIZI r91(cl Ault 06RI ttfdll b&II bola ddtt o694 nm 09IOL U-" use Veto u-M a+- ut � ?
Let LN TIN 7118 7L 7L P9'L t91L 1`9f1 f9 19 N 919 Vet &t,5 t► it r•t }z rZ 71 rl 9 _
S'S lOIiEL 1011C1 1>OIRI AOIIEI M{!E{ r62t +6fZ1 66R1 46R{ b-6flt ball{ dy1{t d691 t1491 0401 V9Cl u9ti u•C'6 Q'W Iwo ru•lJp w-fftl }t/8 7U9 Tl NYL t91L i9lt {`9LL f9 t9 4'SN &tIS tf1 IV K PL'[ }t 3{2 ql NI SS 0
\I 2
S 191R1 s01,4t S'OIRI r-62t rant }62{ +621 l>yrzt b611t bc/t{ t>6%ll d9Jtl 0sul 0Mt ogdl WLs uM L-bu u-Ls -Am u us TM -rA Tet'L 4-v Vt9L vw mA f9 t9 KJ3 t{•ruq ti5 0i5 &t t£n K PZ ?L (11 g11 Lt{ S
Q NQISd;]/1 r&Zl 8,621 +42t bvt{ b'62l brill b9111 din l V4Al Met n01 WWI uEu a49 u-19 4-Zill wJM 1-k7 To -Mi TWA 49/1 F9rL ('9'1 mu 19 ti,9 t511. Viet "A &ts ten IE on PL O'Ire q-1 _.d F1 Tit
_-_-----_---__--__ t - - -- - - b521 b9111 b-Pllt b-Vlt 49A1 4ell *slot 0.", o&Dl o,A um Wm -a -vo OJA Tsre T9N T9'1 FYLL Isol R9lL 1`9'L F59 r49 tSA rtr,9 tMS &►5 &Yy► I7P It oLr< PZ }t PL �► Pt I �
S'E - - - - - - _ -- - OMI d'1101 VL01 µlls VLb wLA 01A 61" 199 -JIM TVA ti'L t9'L SVI rill m 1S9 P" f i19 "S tt s a" sw Ito }LS t*Z PZ rtl g•l !1 o-1
119Nf100 N9151S3MNl?JON L - - - _ - - - - - - - - - - we WSS w-99 Tau 191 tell Fir[ tvt rut rst sg h110 H19 vtN vrs asls tscT t£1► IM-6-iZ
qI vt st o-1 E
s� - - - - - - - - - - - - - - - - -- - tsdl tilt tJt rift r•r71 hTA lii9 tfi9 WN Vt/O q•L4 6CS &f/t hiitq'1 M M NI_LUV040111vAr..,r Z - - - - _- - - - - - - - - - _ _ - - SA 5-m B-m I-zlt I-UE 4l o-{ t+l 0•tI01 Z6 d9 '09314 NdS OOCOBL O9Z OtZ a)Z osz 0►Z OfL Oii OtZ OOZ OBL 09t OLL 09L DSt 011 OCl OZL O{l 00t S6 OB Set 09 SL OL Set 09 SS 09 S/ O► SC Ot 9 9 ►
9Zt7 AJ-S 'J.VM IVO?19 M 109 tl3tltlL�N19tl�3N1�3d�3
ZS I I-t"S£(6 19)
WOO'r9UU221J16uaa7u0.t9n9J'MMM C
J N I U 3 3 N I J N 3 N91S34?J31d 3Obld-NI-1SVO Gb �— -410'NIN30 1N11VAInV9
X - # # a31S11 3f11VA(IN0036 ON 9?I]PM Moue nolt73sx311l1
33 N 3 b 3A 21 431SI1 SNOIS SNOIS]10d i19110t7 t SNOIS jmool� � :V321V 3AI10;hId3
-:ilOd 319110a Noj df10?JO N9IS34 110d 31ONIS?JO_4,AnMJO N91S3Q
HNSW q I I = l,nn ]19d1 aNIM N9I9 9NIC1Nd1S�_?JJ
_ - I 1H11IVV9nS ),m d0� �qyj 9IN►1NIAd * 512iji/g63 443S(1 -I
PRINT THIS PAGE FOR CITY 5UB1\411-ITAL WITH SELECTED STRUCTURE CIRCLED
SIGN DE51GN TABLE
STRUCTURE AND FOUNDATION OPTIONS RE
FOR PIER.ANCHOR EMBED. SEE SPREAD FOOTING DETAILS REVERENCE
SEE DETAILS ON SHEET 55.0 r
ON 5HEET5 55.1 AND 55.2 ENGINEERING
DESIGN STEEL PIPE 4 ROUND TUBE STEEL SQUARE TUBE ALUMINUM TUBE OPTIONS ALUMINUM TUBE OPTIONS SPREAD FOOTING DESIGN www.reverenccenglncerincj.com
GROUP OPTIONS OPTIONS (NO WELDING) (WITH WELDING) PLATE INFORMATION ANCHOR INFORMATION OPTIONS GROUP (G 19) 354-1 152
501 W BROADWAY, STE 425
3 - - SAN DIEGO, CA 92 101
R
S PREPARED FOR THE:
# OPTIONS ARE ORDERED FROM ABSOLUTELY NO WELDING
M05T EFFICIENT(LEAST STIFF) FILLET WELD SIZE FOR BASE PLATE TO THE PRIMARY PIPE OR FOOTING VOLUMES ARE APPROXIMATE
b THE FIRST DIMENSION 15 Pff PENDICULAP.
5 TO MOST STIFF. APPUCATION5[IN BRACKETS] TUBE FOP.THE5E OPTIONS TO THE DIRECTION OF WIND OVEP.TURN. AND FOR COMPARISON PURPOSES ONLY. NORTHWEST SIGN COUNCIL
B
2.0'x 0.250'FIND TUBE ..-(WAl 3.0'x 0.250'PND TUBE ...[3/51 STEEL 6'SQ z I/2' GR 36 I. USE 51MP50N PAB4 ANCHORS OR I
s 2.25'x 0.125'PND H55 .,.(511C1 2.0'x 1 W 50 H55 •.[1/4-1 2.5'x O.I SS'FIND TUBE ..(WA] ALUM 6'50 x 5/8' 6061-TG 112'0 GR 36 SUBSTITUTE. 3'-6'x 3'-6'x 16 (1 6 CF)
4 I 2-0'1
0.188'PJJDH55 ...I318'I 2.25'x 1/8'SOH55 ..13/167 W-47x3'-0'x 18' (18CF) j , VERSION 3.0
5 2-51D.PIPE(40s) ...11147 2.5'x I/8'SQ H55 .-.[31167 2.5'x 0.188'5Q TUBE ..IWAI 3.0'x 0.250'SO TUBE .,.[1141 --•v+U I'ANCHOR EDGE DISTANCE 2,FOR SPREAD FOOTINGS.USE G' 3'-9'x 3'-O'x 24' (23 CF)
MIN.EMBED.PER DETAIL
_ I
R STEEL B'S0 z 5/8' GR 36 I. USE SIMPSON PAB5 ANCHORS OR / Z
;t 2.5'x 0.250'PIJD H55 ...[7/167 2.5'x 0.313'PJJD TUBE ...IWA] 3.5'x 0.375'RND TUBE ...[7/16'] f Z ILJ ILJ
2.0'x I/4'SQ H55 ...171167 ALUM 8'50 x 7/8' CDC I-TG 5/8'0 GK 36 SUBSTITUTE. 4'-3'x 4'-3'x 18' (27 CF) O 1"
2-875'x O.188'FIND H55 ...[5l167 2.875'z D.250'PJJD TUBE...(N/A] 4.0 x 0.250•FIND TUBE ...13/87 1 =0 -I
'z 2.25'3/116'SQH55 ...[1/167 5'-0'x 3•-0'x 18• (29 CF) I 2 �Q � Z
2-/ STD.PIPED O5) ..,(1141 2.5'x 3/I 6'SQ H55 ..(1l47 /
P' 3.0'x 0.188'FIND HS5 [I/47 2.5'x O.188'SO TUBE (N/Al 3.5'z 0.250'S0 TUBE IS/I 67 w!I-1/4'ANCHOR EDGE DSSTANCE 2.FOR SPREAD FOOTINGS,USE 8' 4'-9'x 3'O x 24' 129 CF) I =U Z
3 MIN.EMBED.PEP DETAIL
p3• _____ __ _ ___�-_- �J J z Ifj1
Y 3.0'x 0.3 13'FIND TUBE ...IWAI 4.0'x 0.500'PIJD TUBE ...(1/27 I 7 Z CI
$ STEEL I O'50 x 3/q' GR 36 I. USE 51MP50N PA55 ANCHOPu`OR ---- I L tl..t
3.0'x 0.250'FIND HS5 ...II!2'1 3.5'x 0.25'FIND TUBE ....(WA] q.5'x 0.313'FINDTUBE ..[7/16'] J CA
2.5'x /4'S0 1155 ...l7/I 67 ALUM 10'5Q x 1' 6061-T6 5/8'0 GR 36 SUBSTffIJTE. 4'-9'x 4'-9'x 18' (34 CF) U-
}{ 3 3.5'x 0.188'RND M55 .-(3/8'] 4.0'x 0.188'PNO TUBE ...IN/Al 5.0'z 0.2501 PJJD TUBE ...13/B7
3'5TD.PIPE(40s) l3181 3.5'x /B'SQ HS5 ...[1/47 5'-6'x 3'-6'x 18' (29 CF) I ,7j Z 10 o lV
3-1/2'5TD.PIPE(40s) ...15/167 3.0'x 3/16'SQ HSS .,.(5116'I 3.0'x 0.188'50 TUBE ...IN/Al 4.0'x 0.250'50 TUBE ...151161 •••I'•/1-112'ANCHOR EDGE DISTANCE 2•FOR SPREAD FOOTINGS,USE B' S'-0'x 4-0'x 24' (40 CF) Q m
3.5'x0.188'5O TUBE •-[WA] 5,0 x 0.188'50 TUBE ...11141 MIN.EMBED.PEP.DETAIL. W oz Q �Z
-----------------{------ p W o z Q 0-
ii 3.5'x 0.313'RND TUBE .�.(WAl 5.0'x 0.375'RND TUBE ..,11121 I U p U)
3.0'x 0.375'PND H55 ...1518'1 1. USE 51MPSON PABG ANCHOR5 OR
`5 4.5'x 0.188'RND TUBE .,.IN/A] 4.5'x O.SOCy PJJD TUBE ».(5/87 STEEL I O'SQ x 7/8' GR 36 I V-
u 3.5'x 0.250'PJJD H55 .-[1/27 3.0'x 1/4'50 H55 ...[7/167 3/4'0 GR 36 SUBSTITUTE. 5'-3'x 5'-3'x I B' (4 I CF) / F-
4.0'x0.25'RNDNBE ...IWAI 6.O'x 0,250'FIND TUBE ...(5/167 ALUM ID'50x 1-118' 6061-T6 / Q Q W (U
�[ [} 4.0'x O.I BB'FIND HS5 .»[3187 3.5'x 3/1 6'SQ M55 ...[5/167 6'-O'x 4'-O'x I B' (36 CF) 1 4 Q =
3-1/2'5TD.PIPE(40s) .»[3/81 4.0'x 1/8'50 H55 ...[1/41 3.5'x 0.188•SO TUBE .,.(WA] 4.01 x 0.375'50 TUBE ...1711 Cl -ad I-1/2'ANCHOR EDGE DISTANCE 2.FOR SPREAD FOOTINGS,USE 12- S'-0'x 5'-O'x 24' 150 CF) � Z� F
4'STD.PIPE(405) ,.
F [5/1 G7 ,,,(WA] 5.0'x 0.250'50 TUBE ...1511 G') MIN.EMBED.PER DETAIL -7 tu Z O
4.0'x 0.188'SQ TUBE L
------------- z Lu UJ Be_ w
4.0'x 0.313'RNO TUBE ...[WAI 5.5'x 0.375'RNO TUBE ...[1/21
4.5'x 0.18B'RND M55 ..,13/87 1. USE 51MP50N PAB6 ANCHORS OR I Q
5.0'x 0.188'RNO TUBE .,.(WA] 5.0'x 0.500'RND TUBE ...(5151 STEEL I O'SO x 7!8' GR.36 ) Q B_-
4.0'z 0,250'PND H55 -..11121 3.0'x 5/16.50 H55 ...(I f27 3/4.0 GR 36 SUBSTITUTE. 5'-9'x 5'-9'x 18' (SO CF)
4.5'x 0.250'FIND TUBE ...(WA] 6.0 x 0.375'FIND TUBE ...1711 6'] ALUM I O'SQ x I-I!8' 6061-T6 1 Ili N
rj 4.5TD.PIPE(4�) ...[3/87 3.5'x I/4'S4 HS5 ...(3151 6'-0'x 5'-O'x 18' (4S CF) 5 �-- a7 o 0�
c
3-1/2'X5 PIPE [I/21 4.0'x 3/1050 M55 ...[511 G'l 2.FOP 5PR.EAD FOOTINGS,USE 12' 5'-6'x S-Cx24' (GI GF) IL N Q [(�
v 3.5'x 0.250'50 TUBE ...[WAI 4.5'x 0.375'5Q TUBE ...[1/21 ...°9 1-1/2'ANCHOR.EDGE D15TANCE /
5.0'x 0.250'FIND HS5 ..1511 67 ...[WAI 5.0'x 0.375'5Q TUBE MIN.EMBED.PER DETAIL / tL
, 4.0'x 0.188'SQ TUBE .[3/87 �!
v
' 6.0'x 0.250'RND TUBE ...IWA] w-f _
y° 5.5'x 0.155'FIND H55 ...[71167 6.75'x 0.375'FIND TUBE ...15/81 STEEL 1 2.5Q x I-1/8' GR 36 I.USE 51MP50N PAB7 ANCHORS OR I O
4,C x 14.50 HS5 I 5.0'x 0.313'PND TUBE ..•(N/Al f
4.5'x 0.313'RND 1L55 ...l5/B7 7.5'x 0.375'FIND TUBE ...]7/16'] ALUM 12'S0 x I-I/2' 6061-T6 7!B'0 GR 36 SUBSTITUTE. 6'-6"z 6'-6'x I B' (63 C� O N°: Issurll2ev�-on: Date:
G 'x 5-5'z 0.250 FIND TUBE ...IWA] 8'-O'x 4'-0'x 18' (48 CF) �1
S.0'x 0.250'FIND H55 ...[127 -s 6
4.5'x 3/I G'5Q H55 ...[WIC i
;< 5'STD.PIPE(4�) l7/167 6.0'x 0.375.54 TUBE ...(7/I 67 _,,xf I-I!2'ANCHOR EDGE DISTANCE 2-FOR SPREAD FOOTINGS.USE 12' 6'-0'x 6'-O'x 24' 172 CF) A�/J --- Inilul Pactage 4-I 5-2024
6 5.0'x3l16'SQ HSS ...(51167 4.0'x 0,250'50 TUBE ...[WA] IlU!
- 6'STD.PIPE(4Os) _..[5/167 MIN.EMBED.PER DETAIL � I
4.0'z 0.375'SQ TUBE .»[WAJ
6.0'z 0-313'FIND TUBE .-.lWAJ B. x 0.500'PND TUBE ...(5/61 1 -- I
6.0'x 0.250'PND H55 ».15/51 5.5 x 311 6'SQ HS5 ...(3/87 6.5'x 0.313'FIND NBE ...[WA] 9.0'x 0.375'PJJD TUBE ...[I/27 STEEL 12'5Q z I-I/4• GR 36 1. USE 51MP50N PABB ANCHORS OR L
5.0'x 0.375'PND H55 ».[3/47 ALUM 12'S0 x I-I/2' 6061-T6 I'0 GR 36 SUBSTITUTE. 7'-6'x 7'-6'x 18' (84 CF) f
7 4.5'x 5/16t 50 H5S ...[5/51 7.0•x 0.250'RND TUBE ...(WAI 10.0'x 0,250'RNO TUBE ...[3/81 8'-O'x 6'-0'x 18' 172 CF) I 7 Q
5.5'x 0.313•FIND H55 ...15181 5,0'x 1/4'SO H55 -1112.1 f I 1
0 6'STD.PIPE(40s) ...1711 GI 6 O'x 3/1 G'50 HS5 ...15/167 6.O'x 0.250'5Q TUBE ...(N)AI 8.0'x 0.375'50 TUBE _ sv1 1-1/2'ANCHOR EDGE DISTANCE 2-FOR SPREAD FOOTINGS,USE 12' T-6'x E-O'x 24' (90 CH t Q
8'STD.PIPE(40s) ..15/167 5.0'x 0.375'SQ TUBE ...IWA] l3l87 MIN.EMBED.PER DETAIL 1 3
6.O'x 0.375'FIND H55 ...(314'] STEEL 14'50 x I-N2' GR 36 1. USE SIMPSON PAB9 ANCHORS OR
° 5.O'x 3/8'5Q H55 ..,[114'1
6.625'x 0.3 13'FIND HS5 .. [5/87 1-118'0 GR 36 SUBSTITUTE. T-6'x T-6'x 18' (84 CF) 1
6.0'x I/4'SQ HS5 ...[I/27
8 7.5'x 0.250'FIND M55 ...[Il27 tJ0 OPTIONS THIS DESIGN GROUP 8'-O'x 6'-O'x 18• (72 CF) I (j
5.5'x 5/16'SO H55 .,.[5/87 2.FOR SPREAD FOOTINGS,USE 12- 7'O x 047x 24' (90 CF)S 6'X5 PIPE(405) ...l5/87 ...xU I-12'ANCHOR EDGE DISTANCE C
8.5TD.PIPE(405) ...[3/81] 8.0'x 3/I 6'SQ HS5 ...l5/I 67 MIN,EMBED.PER DETAIL i
v
E B.625'x 0.250'RND H55...IWA] 7.0'x 1/4'50 H55 .. I WAI y
9 10.0'x 0.188'RND 1155 ...IW'A] 6.O'x 3/8'50 H55 :WAI
7.5'a 0.375'RND H55 ...IN/A) 8.0'x 1/4'50 H55 r WA] NO OPTIONS THIS DESIGN GROUP FUTURE VERSION FUTURE VERSION FUTURE VERSION I 9
° 8'57D.PIPE(40s) ...IWA) 9'x 3/10 50 H55 IN/Al
r
T
S 8.625'x 0.322'RND H55...[W .
AI f is10
R
G
70'z 5/16' 1 H55 .. iWA] I 9.625'x 0.250'FIND HS5...[W AI 8.0' 1 `
1 O.0'x 0.250'PND H55 ...[WA] x 1/4'500 M55 .-IN/Al NO OPTIONS THIS DESIGN GROUP FUTURE VERSION FUTURE VERSION FUTURE VERSION f I O� 5-Apt-24
l
7.5'z 0.500'FIND H55 ...[WA] 9.0'z I/4'SQ H55 ...IWA] J(
a
/ -- _ SHEET TITLE:
9.625'x 0.313'RND M55...[WAI �I SIGN DESIGN
3 I I 10.75'x 313' FIND 555 ...IWAI 8.0'x 51 4'50 H55 .I WAI NO OPTIONS TH15 DESIGN GROUP FUTURE VERSION FUTURE VERSION FUTURE VERSION I I I TABLE
1 O.O'x 0.313'FIND HS5 ...[WA] I D.O'x I/4.50 HS5 �.IWAI I
u I O'5TD.PIPE(405) •--(WAl 1
V
SHEET- -
II
5 54 . 0
E _ '
Thedes+g+.daWsaxd -U.nedln dramrlg areeldent,sL Thereel-ts olthek-3h.0ya-_Mate:gea W.gr-11.14 t/m sole ptaperryNReannuCmgxrcung anal thatVmy►vpnotllerosen°r,-.o aryol llledaagnx,detaJs aw epeohr o°ns containedmth.sd-g,o,.t:de 0 the ccntractv:l agreemrst e.preseed nmtten permission Iron Pc -4 Engseonsg.Dewt.ons I-the dnxssgzw-t b.-A. ORIGINAL5tIEET51ZE:11.17
t'nthwt consul{ing Revuence Engi�erxig. In case°[•reonyMt.es hetrcen drawings,speohrahwr„and detsas mcludcd m eenlrzct deewnents,P erenr<Fngmecnng shall decide which ssdtaton must be IoOmved and then deasion shall be Lnal.CoParaghe Reverence F`gseeney.All nghts resenW
L I%1 :3Z15133uS lV�`1191M0 >Ptv a Gur.1r, a 'pa v>s>,s74Gu IN Guu miu3 a>„aI>.ae Iq(h -1•Ir.y aq pr4e uonmp—q,p.e v>++c;u;s;>.w uoyn�pw 4""pp—p 4r4s Gav»a.Gs3»u»>n,d•sa�n— pcpry V 4' P w ryaq 1 1 3 d 1M 47
q iou ing p qj u+o>I.uo-,r 40(y4»,rr•„a»„a>a..adm juos,umd..II—r:•,r>dra Y+x.sa,Lr » p7>u;uoom s>1 si ri>p pur'sua n »ds's5uunu > tamn,6.a>a oau>u Guu»w6u a>u»ana`Gw suo>>ne w
1 neix>i+ba>qf p rP.yu•Guwu,o.vl u,pr+puCl 5.alnymdc Fw.egap"GiaP a S p A-,o•:.r>.o:n>a47nu.,y:/a q,Sr -
m rx Auvsar4u3 a>>,ar.a;e 1Vaio:d ram:oyi:�r: »1Ge i. -LGw>y h„�+,rn•s�4p p siwdo»aq1'n'iwpy:o>ax 4wiW san m Pavrwoa sua- ioymds pur 5Pr7aP'suG1s>p a41
3
dd30 X.O-,t�I 0 9-l£ X
�l9Vl N91S�0�dld a
�OVId-N I-1SV0 _ s
:3;u1133us
:-a•�das 1
1 NO 1913.0-2 1 X 0.0-* M d330„9-,L X 0e0-,0 `1
St d s
(� d330 e0-10Z X 0,10-5 NV d330,A-,Z 1 X 0.9-£ A d330 e0-11 X 010-0 f o
7
'9NLLVOO/1NIVd GnONIW(Ill9 V N11M 031V00 39 IIVHS WONIWNIV '313>13N00 g
V
kp 090NOANIDS Ol 03NOVllV NO NI(330039W3 51 WNNiAniv 3S317M
} J3WINd.kxOd3 X 0.10-13 9V d330.0-2 1 X 0.0-15 fl dd30 ��O-�9 X 0�B-1Z I � T— 0 INW-OML N4UO NO 9NLLVOO/1NIVd GnONIW N11M(1119 V 031V07
99 TIH45 WONIWMV'(LNIMJ 1N3WMNOdNrM 1331s ON)31DS0NOO
NMd 01 034OV11V 'SO NI 09009GW3 SI r4nNIW(IlV 3:13V1M
V v S3020'140 d0 W3 y 30 TVNS 31777ON0J'3MONOO Ol 03NOVllV NO NI ZW1
t
319210N07 NI"nNiNniv d330.0-16 I X 0110-5 dV d330,O-,I I X 0,19-1£ 1 d330.0-19 X 0.0-2 N a
x
n bZOZ'SI-b aGegoed le4'.1 -- d330.0-.91 X 01,0-1S 3V d330„O-,I I X 0,,0-,£ S d330,19-15 X 01:0-2 9
:a;el :uo�svey/>nssl :oN
0
3A`d03 2131d
N9.1?J313WVIO
00 N 70 d330 1A-,L I X 0.0-,5 (IVd�3010-101 X 0,9 ?J d330,10-,5 X 0110-�Z d a'C�1 O Fn ----I '319V1d3OOV
N rn lON GI 11La`IOVB 3
C N —D D '110s 039MISIONO C?
15NIV`9V 149LL 03NOOd
rn z
_ z 1 1 I 29 01 GI b31d 31]NQNOJ Z
O z rn z '21ON n
A m d330,0-19 I X 01,0-15 OV J110,10-,0 I X 0110-1S 0 d330 e0-,S X 019-11 3
rn rn D z 1� f03Gbni5laNN .:- n A -
1 D J� IIOS IVAfllVN
U O n z /70
Z -DI 70 f-TI y Q
rn r Q rn 3aVa9 _
O D N d330 1,0-,5 I X 0e0-,S 9V d330 110-,0 I X 0.9-,Z d d330.9-,b X 01,9-,I 0
e
Q r-C) 7
g rn Z � '3A09V 3M003O0?ld 341
�DJI Z 9NIS03ZISa3Id 3H1 NItl1G0'L'31d 9JJNONOO 3OVId-NI-ISV7
_ ( n V 411M sNOI1VOflddV wsng-173b10 a03 s11ry13O siwi
= v>
G) 00- NOl1b+017dJV IVJ2I 79103w0 d390.0-191 X 0.0-117 VV d330,.O-,6 X 0„O-,£ 0 d310 110-,b X 0.9-11 O
rC O o rn z 1IV130?J31d 90V1d-NI-1SV0
E
d370 110-151 X 0.0-,b Z d330.0-16 X 0,,9-1Z N d]]0„9-,£X 03-,1 9 0
O'C N01Q1;Jn
11WOO N91S 1S3MN1NON d330.O-J71 X 0,,0-,1 A d330.10-19 X 0119-2 W d330.0-l£X 01.5-11 V s
:341 MOd 032'Vd3iNd 1 _
101 Z6 VO `09910 NVS -
SZb 31S `J.VM0V0?J9 M I OS
ZS I I--vse(619)
wog'f9U1J22111 F11129000J2ABJ•MMM
JNIN33NIJN3
3:)N3213A311
SNOUJO NOIldaNnO-A 21;Id
;I]gV L N9ISa �191J ;IDV]cA-NI-1SdD
- I QalO?JIO a�n1On�IlS agiogi�S IAlIM iV111VV9nS,kLo`d0-4 19VJ SINl 1NNIJ