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HomeMy WebLinkAboutPermit Signage 2019-05-29SPRINGFIELD City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 L®� Building Permit 541-726-3753 OREGON Commercial Sign Permit Number: Bii-19-000914-SIGN IVR Number: 811087876480 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: May 29, 2019 Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811087876480 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the Issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 5/29/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD TYPE OF WORK Category of Construction: Sign Type of Work: None Specified Submitted lob Value: $0.00 Description of Work: Exempt drive up signs for McDonalds - electrical only per SSC 8.234.10 - 4 Menu Board siuns with electrical 30B SITE INFORMATION Worksite Address Parcel Owner: MCDONALD'S CORP 3405 GATEWAY ST 1703222000904 Address: 5729 MAIN ST 224 SPRINGFIELD, OR 97478 Springfield, OR 97477 LICENSED PROFESSIONAL INFORMATION Business Name License License Number Phone SIGNCRAFT PREMIER IDENTITY CCB 176832 541-672-3170 SOLUTIONS LLC - Primary PENDING INSPECTIONS Inspection Inspection Group Inspection Status 4140 Underground Electric Elec Com Pending 6950 Electrical Service - Sign Signs Pending SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811087876480 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the Issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 5/29/19 Page 1 of 2 C:\myReports/reports//production/01 STANDARD 225 FIFTH STREET • SPRINGF ,LD, OR 97477 • PH:(541)726-3753 • FAX: (541)726-3689 Ll 1 1 � City Job Number Li — 5 N) - Plan Review Fee of $45 per sign is due with application. Site Address: Assessors Map Tax Lot: 1703222000904 Owner: McDonald's Corp Phone: _ Address: 5729 Main St 974 City S ro inafield _ State 97408 Business Name, Firm, etc. McDonald's Description of Proposed Sign(s): (Please check and complete all appropriate information) Wall x Freestanding Projecting Roof Marquee X Single Face Double Face Billboard x Other - Menu Board Square Footage: In (A SF Total Height above Grade: S; ASAI Vertical Dimension of Sign or Enclosure: Horizontal Width of Sign or Enclosure: 2.426' Dimension from Grade to Bottom of Sign Enclosure 2-145' Electrical Installation: x Yes _ No (If yes additional electrical permit required) Material Sign is constructed of Steel Value of Sign: $5 500 List ALL existing signage and attach a photograph of each sign: ` (a) Type (c) Type Sq. Ftg. (b) Type Sq. Ftg. (d) Type Sq. Ftg. Sq. Ftg. Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose State: OR Zip: 97470 Construction Contractors Registration Number: 176832 Expires: OFFICE USE - Sign District: Zoning: rif ' i By signature, I state and agree, that as owner or owners agent, that 1 have carefully examined the completed application and do hereby certify that all information'herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinanceg, ofthe City of Springfield, and the Laws of the State of Oregon pertaining to the work Clq described herein. I further certify that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address is ] readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain [y►j] on the site at all times during the ipstallation of the sign(s). Digitally signed by Ryan Price Ryan Price DN:il=Ryanteenhance Signature � email=rep@siteenhancementsenAces.mm, r—US Date Date: 2019.oa.isoe:z3:ai-oaoo' 04/18/2019 Updated 7/12016 bjones i 225 FIFTH STREET - ; City Job Number E s Site Address: a Assessors Map OR 97477 • PH:(541)726-3753 o FAX: (541)726-3689 L 7��rll'f al�il�f� Ll (.-)- (-aI�q Plan Review Fee of $45 per sign is due with application. Tax Lot: 1703222000904 Owner: McDonald's Corp Phone: Address: 5.729 Main St 224 R City S rin field State OR Zip 97408 Business Name, Firm, etc. McDonald's Description of Proposed Sign(s): I (Please check and complete all appropriate information) Wall x { Freestanding Projecting Roof Marquee x Single Face Double Face Billboard x Other -Menu Board 1 1 Square Footage: 1 D 06 SF1 Total Height above Grade: _5 x;& I Vertical Dimension of Sign or Enblosure: 14581 .- _ Horizontal Width of Sign or Enclosure: 2.426' Dimension from Grade to Bottom of Sign Enclosure 2.145' Electrical Installation: x Yes _ No 1 (If yes additional electrical permit required) Material Sign is constructed of. Steel Value of Sign: 00 E i List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type Sq. Ftg. �. (c) Type Sq. Ftg. (d) Type Sq. Ftg. Contractor/installer: Sign Craft.Premier Identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose State: OR Construction Contractors Registration Number: 176832 Expires: Zip: 97470 OFFICE USE - Sign District: Zoning: By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application and do hereby certify that all information;herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify'that only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to alitsure that all required inspections are requested at the proper time, that project address is readable from the street, that the permit card is located at the front of the property, and the approved set of plans will remain on the site at all times during the i0stallation of the sign(s). Digitally signed by (cyan Price Ryan Price D all—re y@strinhance Signature Date:2019A418 923A7 -WOO' cesmm,r—US Date 04/18/2019 Updated 7/12018 bjones 1 h 225 FIFTH STREET • nF City Job Number ti Jt 1a, OR 97477 • PH:(541)726-3753 • FAX: (541)726-3689 lLI^SIMV Site Address: 3405 Qatewav Si- 5nnnnfieid. OR Q7AZZ Assessors Map f I Owner: McDonald's Corp yl --)- U 1 19 Plan Review Fee of $45 per sign is due with application. 1: =, Tax Lot: 1703299OOn9O4 Phone: nr Address: City Sri field + Business Name, Firm, etc. State OR Zip 97408 Description of Proposed Sign(s): (Please check and complete all appropriate information) X Wall Freestanding Projecting Roof Marquee X Single Face i Double Face Billboard x Other - Menu Board Square Footage: 20 SF Total Height above Grade. 5.969' 1354' Vertical Dimension of Sign or Enclosure: 4.Horizontal Width of Sign or Enclosure: 4.83' Dimension from Grade to Bottomof Sign Enclosure 2.167' Electrical Installation: x Yes_ No (If yes additional electrical permit required) Material Sign is constructed of. Steel List ALL existing signage and attach a photograph of each sign: (a) Type (c) Type Value of Sign: $11.000 Sq. Ftg. (b) Type Sq. Ftg. Sq. Ftg. (d) Type Sq. Ftg. Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose OR 97470 State: Zip: Construction Contractors Registration Number: 176832 Expires: r Print Name: 7/< Signature: .i OFFICE USE - Sign District: Zoning: r By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application and do hereby certify that all information1lter at is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield, and the Laws of the State of Oregon pertaining to the work 1< described herein. I further certify at only contractors and employees who are in compliance with ORS 701.055 will be used on this project. I further agree to that all required inspections are requested at the proper time, that project address is x y readable from the street, that the pt card is located at the front of the property, and the approved set of plans will remain on the site at all times during the ir�sure lation of the sign(s). �JJirrr Digitally signed by Ryan Price Ryan Prig DN: m=Ryan Price, ou, Signature email=rep@slteenhancementservk�.com, mus Date Date: 2019.04.1809:23:47-04roo• 04/18/2019 Updated 7/12018 bjones 1 225 FIFTH STREET 26-3753 • FAX: (541)726-3689 11 ,�_ Ce C� �1 City Job Number : S N Plan Review Fee of $45 per sign is duel with application. ! Site Address: OR 97477 Assessors Map Tax Lot: 170q 000 04 Owner: McDonald's Corp Phone: Address: _5799 Main St 2,)4 City Svinafield State OR Zip 97408 6 V10 Business Name, Firm, etc. McOonald's 05- Description of Proposed Sign(s): (Please check and complete all appropriate information) Wall x Freestanding Projecting Roof Marquee X Single Face Double Face Billboard x Other -Menu Board Square Footage: 20 SF Total Height above Grade: 5.969' 4.1354' Vertical Dimension of Sign or Enclosure: Horizontal Width of S 4.83' ign or Enclosure: Dimension from Grade to Bottom of Sign Enclosure 2.167' Material Sign is constructed of: Steel List ALL existing signage and attach a photograph of each sign: (a) Type Sq. Ftg. (b) Type Electrical Installation: x Yes _ No (If yes additional electrical permit required) Value of Sign: $11,000 Sq. Ftg. (c) Type Sq. Ftg. (d) Type Sq. Ftg. Contractor/Installer: Contractor/Installer: Sign Craft Premier Identity Solutions, LLC Phone: 571-672-3170 Address: PO Box 1411 City: Rose State: OR Zip. 97470 Construction Contractors Registration Number: J, Print Name: �Zi/.( 176832 Expires: vrrrCE USE - Sign District: Zoning: By signature, I state and agree, that as owner or owners agent, that I have carefully examined the completed application and do hereby certify that all information herein is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances pf the City of Springfield, and the Laws of the State of Oregon pertaining to the work described herein. I further certify that only contractors and employees who are in compliance with ORS 701..055 will be used on this project. I further agree to ensure that all required inspections are requested at the proper time, that project address is readable from the street, that the p"t card is located at the front of the property, and the approved set of plans will remain on the site at all times during the installation of the sign(s). Ofgttally signed by Ryan Price Ryan Prig �N°rn=Ryan Pr(ce, o, ou, Signature emall�ep�stteenhancementservirns.mm, crUS Date Date: 2019.04.18 09a3:47 -M'W 04/18/2019 Updated'/12018 bjones Electrical Permit Apl) ica ion CHT OF SPRINGFILLD. OREGON Pwmit mor.: 9— OCD 25 M ftW*ftdngW OR ff4"*PM4)7M-M #rAWR)72&,3 FL17R Date. L4 /ac l I9 TUS permit is issued under OAR Plg-{ 094000. Per mitsare noutrawforable. Perinits expire if Vrork is not started uitbift 180 days of hmuce or if work is sus"nded for 180 FEE SCHEDULE - TOW :Cad I.M sq. ft- or less (4) 3181 l8D T Eachsd&towl MO sq. ft. or pardon Tbamf $ 35.06 S Limited emeW C-) $ S 4&00 S Each mmmfirtned hzme or ds-eL�- ser: w feeder S S&W :100 ampser less (2) $ B&SO benves or TeMerm M-01attar L alts a vn Ml"WiO" '00 amps or uss r-) 109M T 201 to -W amps (2) $127.00 $ 401 to M amps (2) $2M80 S 601 to 3,000 MEPS k'2) $277.00 $ 0,&mT 1,00 amps or %vL-- (2) $MOO S Recounea ady C2) S gue S Temporwy services ar feedem inztaffiaAn airwvWok mrprAtion :100 ampser less (2) $ B&SO S 201. to 4W maps e-) $118.00 $ 401 to 60* amps Q I mmo $ OmfVtsaps orl.00OTefts, see sen,ixe-cTf-derswctimabm-e Sn"kcirca rae 04VnzAm eamnompwPawt a- Fee Vdftpwcbwe Of a senlre arfeederfee: Exk bmach chrutit $.YES 7:- b. Fee for bmnch circuttsmAbm pmdme ofs swvke or. few &a,. Fmt bmith c3Fcm(--) 'que I S Each a4mimw trnwtaimil 7-42LS— Mts4axoeous fem se% -kc co-fWff no., 77n ad Each pump crinirAtum dale r?) gm I Each sip or ou4m ligbizagg C2) 99-00 1 Sipt cktifitZ =njhRfted.-ewVP=wl atEmdor4 or f=1 99M S Euk adadomal iu*ectian- (i) S9.0 (A) Entm Sabiam-d of above &er, o Pemd Fee so -00) (B) Fm:w 1291 saMh2rge (.12 x [AD tC)'recbmaiou Fee M4 of 1-4j) TOTAL gees and =dwgrm (A ffimugh D)- $410-3;� Last edited 74MIS Blom L-ioz 110 SCS April 24, 2019 RE: McDonald's — 3405 Gateway St. Springfield, OR 97477 Enclosed is the fee for $643.32 for the sign and electrical permit application and plans for the McDonald's located at 3405 Gateway St. Springfield, OR 97477. If there any additional permits or fees please let me know. If you have any questions or need any additional information, please contact me at 574-232-2529 or rep@siteenhancementservices.com Thank You, Ryan Price Permit Specialist Site Enhancement Services 6001 Nimtz Parkway South Bend, IN 46628 P: 574-232-2529 F: 574-237-6166 rep@siteenhancementservices.com n o m o x CD a CD cl D o o x_° 0 O 3 m m .Q w m 0 O z D r 0 CO cn K m z C co O D 0 CO m z 0 m A z 0 ,40 ION I t# L X, aC17D d 3 m '0 m CD � co N � N 0 'C'0 N (D (gyp Q Q 03 0 Q n o m o x CD a CD cl D o o x_° 0 O 3 m m .Q w m 0 O z D r 0 CO cn K m z C co O D 0 CO m z 0 m A z 0 0 0 a) Q 0 G 0 Z 0 0 N Q T N 0 0 0 3 CD n ,40 ION I t# `t `th f K. it i awls s, if -fit Pit r low 0 0 a) Q 0 G 0 Z 0 0 N Q T N 0 0 0 3 CD n D1 SEE SCHEDULE 4" O I_ Z p e n 5'-111" T-� - 4'-1" N m `D W Q nU) mm A mix° C) a io O --� O m m x" r^ E v p N 0 00 z O M o -o c � I f z m cz rrl't C-) Z-u-`n=.�m M-0cn"' n ' a=a mzw O m 2 C)x ?-i n M va m C3 m W �0� m -P� :O ? 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ZONE OCCUPANCY GROUP UNIT OCCUPANCY LOAD STORIES TYPE CONSTRUCTION LEGAL DESCRIPTION o as ADDRESS d OWNER THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT. CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE APPROVED BY THE BUILDING OFFICIAL. CITY OF SPRINGFIELD, OREGON APPROVED BY SITE PLAN KEY NOTES SITE PLAN LEGEND CONDUIT PLAN KEY NOTES ] REMOVE EXISTING MENU BOARD. SEE SITE NOTE #3 NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD `.� O ONE 314' PVC CONDUIT (4412, 1-#12 GRO, 14121G) FROM PANEL CP TO J -BOX �2 EXISTING CODlCANOPY AND DETECTOR LOOP TO REMAIN - -- -- O ONE 314' PVC CONDUIT (2-#12, 1-#12 GRD, 1-#12 IG) NEW SINGLE PANEL OUTDOOR DIGITAL PRE -SELL BOARD � = _ FROM J -BOX TO LANE 1 PRE -SELL BOARD O ONEFRO31 --BOX 0 LANE) - PVC CONDUIT (MENU BOARDRD, 14121G) UAL PANELMENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING SINGLE PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR O ONE 314" PVC CONDUIT (2412, 1412 ORD, 1412IG) FOOTING INFORMATION. ! EXISTING MENU BOARD TO BE REMOVED !? - FROM J -BOX TO LANE 2 MENU BOARD 5❑ EXISTING SIGNAGE TO REMAIN ONE 2' PVC CONDUIT (CATS DATA CABLES) O6 FROM BUILDING TO LANE 1 MENU BOARD ONE © iCABLES) FROM r---� EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT) _L_ D LANE1 MENU BOARD TO LANE 1 PRESELLBOARD O ONE 1114" PVC CONDUIT (CAT6 DATA CABLES) FROM ---� LANE I MENU BOARD TO LANE 2 MENU BOARD ENLARGED SITE PLAN aD SCALE: 114'= 1'.0" NORTH 6 ONE 314" PVC CONDUIT (2412, 1-#12 GRD, 14121G) AND ONE 1" PVC CONDUIT (CATS DATA CABLES) FROM LANE 2 MENU BOARD TO LANE 2 PRE -SELL BOARD ENLARGED CONDUIT PLAN SCALE: 114"= l'-0' 0 2D' 11 aD NORTH 0 10' 15' 0 a DATE 11212019 PROJECT 1997 DESIGNED ADB DRAWN ADB CHECKEDENLARGED oAE UTILITY PLANS C1.1 SIGN CABINET DESIGN BY OTHERS w J 0 UJ w W Lo a� 2'-0" DIA. I 2 i 97" g a� 2'—'ELECTRICAL/ILLUMINATION DESIGN BY OTHERS °°° ALL STEEL SHALL BE TOP VIEW HOT DIP GALVANIZED. 1#0 OVER 2'-5g TURN 1'-113., MENU BOARD DESIGNED BY — OTHERS 9.8"x3.9"xO.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER X'5'\�(3)#3 REBAR 12" O.0 (3 IN TOP 5" SUPPLIE BY GEN. CONTRACTOR) (4)J" six 44" LONG dANCHOR ROD W/NUT & WASHER (GALV.) a FRONT VIEW (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN, CONCRETE COVER 2'-0" DIA. SIDE VIEW Notes: 1. Design Criteria: Building Code: 2014 Oregon Structural Specialty Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 110 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a J" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. r k ',�, McDONALDS'S — SINGLE FACE MENU BOARD "r tr. 0'_ -"\ PHILA DELPHIASIGN 707WESTSPRINGGARDENST"PALMYRA NJ° 08085" t a, y .sis4I P:856-829-1480' F:856-829-8549" P 4P1ll ill ! DATE& I I I l These doaunents are mshurierts of the Engineers service for use solay with respect to this Project. The Dow shag retain all common law, staddory aid other reserved rights, in&Kiuq the copyright. SHEEP' They ars not to be used far aM purpose by any i other party outside of the scope of thin work without the specific wniten eonserd of the Egineer. 3 THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V: 856-346-7111 Suite 406 R 856.346-7112 Voorhees, NJ 08043 V.E.B. 2-5-2019 18039 ASCE 7-10 SIGN CABINET DESIGN I OTHERS 41-1012 I� eo e • • e m � TOP VIEW 4'-10" Ile MI - DI 9.8"x3.9"x0.20" F STEEL COLUMN BASE RATE COVEI ►42wo (3)#3 REBAR 12" (3 IN TOP 5" SUI BY GEN. CONTRA( (4)J"Ox44" LONG ANCHOR ROD W/1 & WASHER (GALV. ELECTRICAL/ILLUMINATION DESIGN BY OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. OVER TURN� 1„ 2'-0" DIA. (4)#5 REBAR — (EQ. SPACED l SUPPLIED BY FRONT VIEW GENERAL CONTRACTOR 3" MIN. CONCRETE COVER SIDE VIEW 2'-0" DIA. Notes: 1. Design Criteria: Building Code: 2014 Oregon Structural Specialty Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 110 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a J" motion at grade are permitted to be designed using twice the tabulated value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All high strength bolts shall be tightened using the Tum—of—Nut method unless noted otherwise. 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. �eralesP� These dommadn are bubmrWo of the Engineer's esuice for r•e Baldy wifir respect to this Project The Er4rmer shall retain all commn for. etahAn and abler reserved rights, kclu rg the copfrighL They are not to be used for any pirpose by my other party wWh of the scope of Vie work witl"at Bre specific rotten cowl of Bre Engineer. McDONALDS'S — DOUBLE FACE MENU BOARD 5 PHILADELPHIASIGN 707WESTSPRINGGARDENSTPALMYRA,NJ" 08065" P:856-829-1460' F:856-829.8549" THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V: 856,546.7111 Suite 406 F: 856.346.7112 Voorhees, jSU 08043 Z 8f PROJECT N0. p v.E.e. s18039 3 DATE 2-5-2019 DRAWING NO. ASCE 7-10 I P FOUNDATION SCHEDULE ULTIMATE WIND SPEED (SEE GEN, NOTES) FOOTING DEPTH D1 D2 110 3'-6" 3'-6" 115 3'--6" 3'-6" 120 3'-6" 3'-6" 130 3'-6" 3'-9" 140 3' 6" 4'-0" 150 1 3' -.6 4)-4" 160-- T- 3'-6" 4'-6»--. _._._. _........... 4,-9„ . ....... ......... ._..............._. 170 3,-9„ 180 4'-0" 5'-0" J"4 HVY HEX NUT (GALV.) J"x44" LONG ANCHOR ROD (GALV.) J"O HVY HEX NUT (GALV.) TACK l� ANCHOR BOLT DETAIL 1'-�N 8" 1 coo 00 �Q . I" X 2 4" 4" 1p 11 BASE RATE DETAIL 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN 3116 GUSSET TO RATE TUBE TO RATE TYP. OVER TURN 9.63.9°x0.20° FABRICATED STEEL COLUMN J"O x 44" LONG ANCHOR ROD W/ WASHERS & NUTS STEEL BASE J RATE 4 a r i ANCHOR BOLT ° !! PROJECTION DETAIL O x 44 LONG ANCHOR ROD W/ WASHERS & NUTS SECTION A -A NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. McDONALDS'S These documents are instruments of the Engineers service for use salo4 with respect to this Nect. The Engineer shag retain all common taw, standory and other reserved rights, including the copyright. They are not to be used for any Purpose by any other party outside of the scope of the work withoLd the speafic written consent of the Engineer. — MENU BOARD DETAILS ZPHILADELPHIASIGN IR NCING TN! VORI °'S ERnN°f TO t1EE 707WESTSPRINGGARDENSTPALMYRA,NJ" 08065' P:856-829-1460" F:856-829-8549" WEB.htti.: Y/www.philadeIphiasign.com THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V: 856-346-7111 Suite 406 F. 856-346-7112 Voorhees, NJ 08043 3 BY PROJECT N0. ps18039 V.E.B. 3 DATE 2-5-2019 DRAWING NO. ASCE 7-10 " THICK STEEL BASE RATE \ xTS ON AN 11J°O PATTERN I 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN 3116 GUSSET TO RATE TUBE TO RATE TYP. OVER TURN 9.63.9°x0.20° FABRICATED STEEL COLUMN J"O x 44" LONG ANCHOR ROD W/ WASHERS & NUTS STEEL BASE J RATE 4 a r i ANCHOR BOLT ° !! PROJECTION DETAIL O x 44 LONG ANCHOR ROD W/ WASHERS & NUTS SECTION A -A NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. McDONALDS'S These documents are instruments of the Engineers service for use salo4 with respect to this Nect. The Engineer shag retain all common taw, standory and other reserved rights, including the copyright. They are not to be used for any Purpose by any other party outside of the scope of the work withoLd the speafic written consent of the Engineer. — MENU BOARD DETAILS ZPHILADELPHIASIGN IR NCING TN! VORI °'S ERnN°f TO t1EE 707WESTSPRINGGARDENSTPALMYRA,NJ" 08065' P:856-829-1460" F:856-829-8549" WEB.htti.: Y/www.philadeIphiasign.com THE KACHELE GROUP Consulting Engineers 1000 White Horse Road V: 856-346-7111 Suite 406 F. 856-346-7112 Voorhees, NJ 08043 3 BY PROJECT N0. ps18039 V.E.B. 3 DATE 2-5-2019 DRAWING NO. ASCE 7-10