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16-101607 (2) City of Federal Way >!gn Co&Econ. .ServicesPermit #: 16-101607-00-SG 33325&hAve S (233)835-2e07 Fait(283)815-2111111- inspection Request Line: (253)838-3080 • Project Name: TACO BELL-WENDY'S • Project Address: 1330 S 348TH ST Parcel Number. 202104 9060 Project Description: Install(2)double-faced internally illuminated pedestal signs.To attach to existing J box ____ AROMA Contractor RAINER BELL'S INC ELISA JACOBY AMERICAN NEON INC(ELECTRICAL 04) 16000 CHRISTENSEN RD SUITE 101 AMERICAN NEON INC AMERINI002U8(3/28/18) TUKWILA WA 98188 9402 39TH AVENUE CT SW 9402 39TH AVENUE CT SW LAKEWOOD WA 98499 LAKEWOOD WA 98499 FreeStating Sign>Information Reg.# Sign Type Illuminated #Sign Setback Sign Face Sign Face Sign Height Base Landscape Faces (Ft.) Width(Ft.) Height(Ft.) (Ft.) Height(Ft.) Area(Sq Ft.) Sign A N/A Pedestal Yes 2 3.00 9.84 6.25 12.00 5.50 337.00 Sign B N/A Pedestal Yes 2 3.00 9.84 6.25 12.00 5.50 135.00 Additional Permit Information Comprehensive Plan Designation. Commercial Zoning Designation. CE Enterprise PERMIT EXPIRES Wednesday, December 14, 2016 • Permit Issued on Friday,June 17, 2016 • I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent iC _ /1-1A Date: 6 . 1 7 y' THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record Feder V u���: ------- PERMIT#: 16-101607-00-SG Address: 1330 S 348TH ST • Project: RAINER BELL'S INC FEDERAL WAY,WA 98003-6855 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD, Inspections we listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you me unsure about any of the inspections or the inspection sequence. On-going inspections we logged on the beck of this card. Footings/Setback(411 Final-Electrical(4055) 13Final-Sign(4005) Approved to place concrete rr Approved Approved By Ad Date 31 z3 in By Date .By Date ♦ Attacbntent(4010) ❑ Approved By Date Rough ElectricalEl Final Electrical Right of Way ApprovedApproved Approved By Date By Date By Date . . . Q 11311k f604;7 - Att. eat.AZZ 4. FILE • -. L . . Federal Way EXHIBIT A Findings for Process III Project Approval Taco Bell & Wendy's Combined Sign Package File#16-100260-00-UP The Planning Division makes the following findings pursuant to content requirements of the Process III written decision as set forth in Federal Way Revised Code(FWRC) 19.65.100(4).These findings are based on review of existing city documents and submitted items by the applicant. 1. Proposal—The project applicant proposes to install two shared freestanding Pedestal signs along Pacific Hwy South and South 348th Street for the existing Taco Bell restaurant and proposed Wendy's restaurant.The site for the proposed Wendy's(or other land use that occupies the site)is currently vacant. 2. Review Process—The proposed combined sign package is subject to review pursuant to FWRC 19.140.140(5), Combined sign package for adjacent property owners.The city has reviewed and decided upon the proposal using Process III `Project Approval, 'pursuant to FWRC Chapter 19.65. 3. Environmental Review—The application is exempt from review under the State Environmental Policy Act(SEPA)as it meets categorical exemptions set forth in Washington Administrative Code (WAC) 197-11-800(2Xc)for construction or installation of commercial on-premise signs. 4. Public Notice—The application was deemed complete on February 4,2016,and a Notice of Application was posted on February 12,2016.The notice was posted at the subject property,posted at each of the city's official notification boards,published in the Federal Way Mirror,and mailed to property owners within 300 feet of the subject property.The comment period due date was February 29,2016,and no comments were received. 5. Combined Sign Package—The applicants have submitted for a combined sign package to install two shared freestanding signs.This collaboration will allow for increased size and height for a pedestal sign. It will also allow for additional frontage exposure. Staff has determined that the combined sign package will provide more coordinated,effective,and efficient signs. 6. Sign Criteria—The allowable sign area,sign type,sign height,and number of signs is determined as if the applicants were one multi-tenant complex.The combined sign package proposal is subject to criteria of a medium profile sign as follows: • Sign Type-Medium profile signs may either be pedestal or monument signs.As proposed, there will be two pedestal signs. Sign content for any medium profile sign may include electronic changeable messages,center identification signs and/or changeable copy signs. Any medium profile sign may be an electrical sign,an illuminated sign,and/or a neon sign. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be allowed to have either a pedestal or monument medium profile sign. 1 . j a • ig -The height of a medium profile sign is calculated at a rate of one and one-half• , feet in sign height for every 10 lineal feet of frontage along a public right-of-way for any multi- tenant complex;however,such height cannot exceed a maximum height of 12 feet.The total frontage for Taco Bell and the vacant site is around 417 lineal ft.The applicant is allowed,and proposes,the maximum height of 12 feet. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,the height is calculated at the rate of 0.75 feet in the sign height for every 10 lineal feet of frontage on a public right-of-way.Both Taco Bell and the Wendy's site would be allowed to have a maximum height of 12 feet. • Sign Area—For a multi-tenant complex, sign area is calculated at a rate of two sq.ft. per lineal foot of frontage on a public right-of-way not to exceed a maximum sign area of 128 sq. ft.for the total of all sign faces on each permitted sign with no one sign face exceeding 64 sq. ft.The applicants are allowed the maximum sign area of 128 sq. ft. per sign.The proposed signs are two-sided and each sign face is 61.46 sq. ft.,which meets the allowed sign area. .. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be limited to a maximum sign area of 80 square feet for the total of all sign faces on each permitted sign with no one sign face exceeding 40 square feet. • Number of Signs—A subject property qualifying for a medium profile sign may have one pedestal sign for each street frontage,this includes access easements.No subject property may contain more than three freestanding signs and must be located a minimum distance of 200 feet from other freestanding signs on the same subject property.The project has frontage along Pacific Hwy South, South 348th Street,and frontage along several interior access easements.As proposed there are two signs in total,one along Pacific Hwy South and the second along South 348th Street. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be allowed three signs.However, because there is a 200-foot separation between freestanding signs the sites may be limited to two freestanding signs.The proposed Wendy's site would not be allowed to have a freestanding sign that is visible from South 348th Street. 7. Construction Standards—Sign construction is consistent with FWRC 19.140.170"Construction Standards"based on provisions of the following elements: a. Both signs meet the setback requirement of three feet from the property line. b. As proposed,the signs meet the dimensional standards for pedestal signs. c. The proposed signs meet applicable design criteria;the sign base is constructed in an aluminum painted to match the building. d. The location of the pedestal signs are not hazardous to a motorist's or pedestrian's ingress or egress from the buildings or parking area and are located out of the clearview zone. e. An area adjacent to the base of each freestanding sign must be landscaped equal to the sign area.The applicant proposes to install 135 sq.ft.of landscaping for sign B and utilize the existing 337 sq. ft. of landscaping for sign B. Findings for Process III Project Approval File#16-100260-00-UP/n«.co.nsai Taco Bell&Wendy's Combined Sign Package Page 2 1 , • • • 8. aSign Pernrii—No construction may begin until sign permit approval.As of the date offhts land use decision,no sign permit application has been submitted. 9. Decision Criteria—Staff finds the proposal is consistent with Process III,Project Approval, decisional criteria required under FWRC 19.65.100(2Xa)and Combined Sign Package decision criteria per FWRC 19.140.140(5).The proposal is consistent with the city's comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code;public health,safety,and welfare;and streets and utilities in the area are adequate to serve the anticipated demand from the proposal. Final construction drawings will be reviewed for compliance with specific regulations,conditions of approval,and other applicable City requirements.These findings shall not waive compliance with future City of Federal Way codes,policies,and standards relating to this development. Prepared by: Becky Chapin,Associate Planner Date: March 17,2016 Findings for Process IlI Project Approval File#16-100260-00-UP/noc.I.U.72581 Taco Bell&Wendy's Combined Sign Package Page 3 Page 1 of 1 ' Subj: 16-101607 RESUBMITTED UBMITtED Datd: 4/21/2016 9:04:17 A.M. Pacific Daylight Time From: Andrew.Norton at7.cityoffederalway.com JUN 0 7 2016 To: americanneonincCa�aol.com Emu Dear Ms.Jacoby, CITY OF FEDERAL WAY CDS I am reviewing this proposed sign and need some additional information before I can complete my review: rn 1. Have a licensed Washington state engineer provide a complete lateral and gravity analysis for the signs pursuant to IBC 1604.4. Based on the height of sign wind load calculations and engineering are also required. 2. Please also provide the clearance measurement from the bottom of the pole to the concrete and how it will be supported in place to maintain clearance while the concrete is being poured. 3. I do not see any attachment methods for the pole to the base,the cabinet to the pole,and the skirting cover to the pole/cabinet. 4. The footing shows that it is 3'wide but scales out to 4',please clarify and revise. 5. Please provide a detail about how the pole will be protected from corrosion from the concrete. 6. Will there be any onsite welding for this installation? Please address these issues and resubmit two copies of the new plans and a resubmittal form. I will review the resubmittal once it comes in and potentially another comment letter could be generated if all the details are not clearly and adequately shown. Andrew Norton Building Inspector/Plans Examiner Community Development Department a Federal Way 33325 8th Avenue South Federal Way,WA 98003-6325 Phone: 253/835-2639 Fax: 253/835-2409 andrew.norton@cityoffederalway.com N . 1—il Gb Monday,June 06, 2016 AOL: AMERICANNEONINC RESPONSE TO ADDITIONAL INFORMATION RESUBMITTED JUN 0 7 2016 PROJECT 16-101607 CITY of FEDERAL WAY CDS SITE: 1330 SOUTH 348TH FEDERWAL WAY 1) Engineering provided—see attached. 2) The pole clearance from the bottom of the hole will be 3" . The pole will be supported by both our 100' crane truck and an angle iron tripod to keep the pole in place while the concrete is poured and cured (along with the rebar cage) 3) See attached detail showing pole cover attached with 1-1/2" angle iron and cabinet plate mounted to pole with 34" bolts, nuts &washers 4) The scale is correct on the footing. I have shown an angle view of the side of the footing..if you measure that and thefront view,.it measures 4'. I believe the divider line may not have been seen between the front view of the footing and the side—it is a very thin line. Call if questions 253-627- 7446 5) The pole will be protected from corrosion from the concrete by being primed with Devoe Devguard 4160 multi-purpose tank and structural primer and painted with an industrial enamel paint 6) There will be no on site welding of the sign. 1-1 0 C 0 .. -- _ RESUBMITTED OCT102016 DESIGN & ENGINEERING, INC.PS FEDERAL WAY CITY OF FCDS ill■� Mimi October 6, 2016 rn STRUCTURAL & LATERAL DESIGN ANALYSIS For: American Neon, Inc. 9402 39th Ave Ct SW Lakewood, WA 98499 SITE ADDRESS Federal Way Monument Rueber Taco Bell & Wendy's Sign 1330 South 348th Street Federal Way, WA 98003 p,D R. 1� of wAsRk 4. �� I.4, c,' 4IL. V t- ..?P air .4,- ISTER SSIONAL E14Gl 0 EXPIRES 2/122017 0" Oa C) 1002 39th AVE, SW, Suite 207 Puyallup,WA. 98373 Email:ma@attiliengineering.com,Website:www.attiliengineerinq.com Project address 1330 South 348th Federal Way Sign Project Design Loads: Code: IBC 2012 Wind Speed= 110 mph Risk Category II: 110 mph Soil Bearing: 1500 psf Soil Lateral Bearing: 200 psf Sign Height: 12' Sign Width: 10' Total Sign Area: 9.833'x 6.5' + (5.5' x 6')= 61.46 sq ft+ 33 sq ft= 94.46 sq. ft use 98 sq ft Wind Speed Calculation IBC 2012 IBC 2012 would require 115 mph which would calculate to a qh of 27.20 psf. The qh of a building is the velocity pressure at a height of h. Using ASD method, IBC 2012 uses a 0.6 load factor on all wind loads; thus, 27.20 x 0.6 = 16.32 psf. This load factor makes the design wind pressure nearly identical to the IBC 2009 design wind pressure. However, I have used 27.2 psf to be conservative. us a U .c C(NJ •Ca) a - G CD CO /� , d' L11 N rn ^ate N \lay cQ<rn rn Lo �9yy �- § r Si-ci • ci 1 L�` Ala .." ,1 a N _ N N O4 l ¢'��yyti0 Y p 7 to Q, Qv-0-CV S U U O 0 N zN ® 0 co tti a a co on vn va o'A SL H U (j o v M 0 ' U r� a f. ,19,£ t M _ - - - 0 0 o w3 = �Q z Mill O a r) h 11 U� x Z II ZO N 0 } XO N w l v N 11919 t Z� 0 1 U V) E> i 1-W 6- Foo�� 06 1 CONCRETE FOUNDATION & SECTION MODULUS CALCULATIONS Job: Taco Bell Site PSF EXPOSURE CHART HEIGHT OF SIGN = 12.00 (based on 80 mph) : ( 90 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" : EXP"C" AREA OF SIGN = 98.00 GRND FACTOR FACTOR : FACTOR ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 30.8672 LENGTH = 5.42 16'-20' 15.38 25.94 32.9056 WIDTH = 1.50 21'-25' 16.53 27.32 34.6528 HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 35.8176 ESTIMATED DEPTH OF HOLE = 3.50 31'-40' 19.29 30.08 38.1472 41'-60' 21.81 32.83 41.6416 CONCRETE BASE CALCS: P= 697.76 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED B= 5.623735413 DEPTH OF THE HOLE. H= 6 FORMULAS: Si = 466.655 P= PSF (SEE CHART A) x AREA OF SIGN= POUNDS(/2 if dbl pole) A= 0.6222 B EL NGTH 2+ WIDTH FEET B=DIAM. AUGERED HOLE D= 2.3522 H= HEIGHT TO CENTER OF WINDLOAD =FEET S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUNDS (or 133.33 x EST. DEPTH OF HOLE) A= 2.34 x P =FACTOR S1 xB _ D= A x (1+ _1+ 4..36 x H )=DEPTH OF HOLE IN FEET THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS PER SQUARE FOOT OR BETTER. SECTION MODULES CALCS: FORMULA: M= 4186.56 P= SAME AS ABOVE "P" Sx= 2.3608 (section modulus) H= SAME AS ABOVE "H" M= P x H= FOOT POUNDS Sx= Mx12 = Mx12 = IN 1.33 x 16 x 1000 21280 PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. I ND R R.0. W;S�� "�'/,� ;i �� '' ,� i c,i,' 0 or • I SV O 'CISTER 4`4' �`rsIONA1, V'14 l EXPIRES 2/12/2015 1 AJ&ld roc T7Af6 CONCRETE FOUNDATION & SECTION MODULUS CALCULATIONS Job: Taco Bell Site PSF EXPOSURE CHART HEIGHT OF SIGN = 12.00 (based on 80 mph) : ( 90 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" : EXP"C" AREA OF SIGN = 98.00 GRND FACTOR FACTOR : FACTOR ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 30.8672 LENGTH = 3.00 16'-20' 15.38 25.94 32.9056 WIDTH = 3.00 21'-25' 16.53 27.32 34.6528 HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 35.8176 ESTIMATED DEPTH OF HOLE = 3.50 31'-40' 19.29 30.08 38.1472 41'-60' 21.81 32.83 41.6416 CONCRETE BASE CALCS: P= 697.76 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED B= 4.242640687 DEPTH OF THE HOLE. H= 6 FORMULAS: Si= 466.655 P= PSF (SEE CHART A) x AREA OF SIGN= POUNDS(/2 if dbl pole) A= 0.8247 B=fir LENGTH-+ WIDTHL= FEET B=DIAM. AUGERED HOLE D= 2.7711 H= HEIGHT TO CENTER OF WINDLOAD =FEET S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUNDS (or 133.33 x EST. DEPTH OF HOLE) A= 2.34 x P =FACTOR S1 xB D= A x (1+ 11+ 4.36 x H )=DEPTH OF HOLE IN FEET 2 `S A THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS PER SQUARE FOOT OR BETTER. SECTION MODULES CALCS: FORMULA: M= 4186.56 P= SAME AS ABOVE "P" Sx= 2.3608 (section modulus) H= SAME AS ABOVE "H" M= P x H= FOOT POUNDS Sx= Mx12 = Mx12 = IN 1.33x16x1000 21280 PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. p,U R S�pFWS11.4 96 10 .0/STe0v w SSroiv � EXPIRES 2/12/2015 _ ATTTLI RESUBMITTED' DESIGN & ENGINEERING, INC.PS 1 p 2016 m OC � CITY OF FCDS�L W AY ri October 6, 2016 STRUCTURAL & LATERAL DESIGN ANALYSIS For: American Neon, Inc. 9402 39th Ave Ct SW Lakewood, WA 98499 SITE ADDRESS Federal Way Monument Rueber Taco Bell & Wendy's Sign 1330 South 348th Street Federal Way, WA 98003 R. �� wAs�r " q" � • � cra ISTE SSI�NAL ti0`'` EXPIRES 2/12/2017 4.4 1002 39th AVE, SW, Suite 207 Puyallup,WA. 98373 Email:ma@attiliengineering.com,Website:www.attiliengineerinq.com Project address 1330 South 348th Federal Way Sign Project Design Loads: Code: IBC 2012 Wind Speed= 110 mph Risk Category II: 110 mph Soil Bearing: 1500 psf Soil Lateral Bearing: 200 psf Sign Height: 12' Sign Width: 10' Total Sign Area: 9.833'x 6.5' + (5.5' x 6')= 61.46 sq ft+33 sq ft= 94.46 sq. ft use 98 sq ft Wind Speed Calculation IBC 2012 IBC 2012 would require 115 mph which would calculate to a qh of 27.20 psf. The qh of a building is the velocity pressure at a height of h. Using ASD method, IBC 2012 uses a 0.6 load factor on all wind loads; thus, 27.20 x 0.6 = 16.32 psf. This load factor makes the design wind pressure nearly identical to the IBC 2009 design wind pressure. However, I have used 27.2 psf to be conservative. Ui 0 O c n C(Ni •_ Q? N C(%M Er' y w 0 0 N < Q•',/ � �9 CQ �N • acu 13 - 1 r! a a CD pr> N co,i N s>. `-` .ts wy ¢oaN nLV 0 8 iN N re OL Q Q ao m std. sta. C i o�us� l 0 J •h O O d 1. al U \ \ s\,4!))'.\\uo: o a 0 „9,£ �� � cNi 3s, o^ ° O 3_ O o h N_ 111114 ZD - r— Oid,_ M h O x Oz� Q I z i„, HO a WO v _ IL N r „9 ,S 1. ..9.E 4 r— W It 0 U cn Ey' 50` )6 zoo 1 l "6 __- CONCRETE FOUNDATION & SECTION MODULUS CALCULATIONS Job: Taco Bell Site PSF EXPOSURE CHART HEIGHT OF SIGN = 12.00 (based on 80 mph) : ( 90 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" : EXP"C" AREA OF SIGN = 98.00 GRND FACTOR FACTOR : FACTOR ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 30.8672 LENGTH = 5.42 16'-20' 15.38 25.94 32.9056 WIDTH = 1.50 21'-25' 16.53 27.32 34.6528 HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 35.8176 ESTIMATED DEPTH OF HOLE = 3.50 31'-40' 19.29 30.08 38.1472 41'-60' 21.81 32.83 41.6416 CONCRETE BASE CALCS: I P= 697.76 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED B= 5.623735413 DEPTH OF THE HOLE. H= 6 FORMULAS: Si = 466.655 P= PSF (SEE CHART A) x AREA OF SIGN= POUNDS(/2 if dbl pole) A= 0.6222 B=LENGTH''- WIDTH FEET B=DIAM. AUGERED HOLE D= 2.3522 H= HEIGHT TO CENTER OF WINDLOAD =FEET S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUNDS (or 133.33 x EST. DEPTH OF HOLE) A= 2.34 x P =FACTOR S1 xB D= A x (1 + it+ 4.36 x H )=DEPTH OF HOLE IN FEET 2 1 A - THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS PER SQUARE FOOT OR BETTER. SECTION MODULES CALCS: FORMULA: j M= 4186.56 P= SAME AS ABOVE "P" l Sx= 2.3608 (section modulus) H= SAME AS ABOVE "H" M= P x H= FOOT POUNDS Sx= Mx12 = Mx12 = IN 1.33 x 16 x 1000 21280 PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. R. �� s i 4, Ir 001fr 91w�� CISTEg . - S ' •sANAL V'' EXPIRES 2/122015 • CONCRETE FOUNDATION & SECTION MODULUS CALCULATIONS Job: Taco Bell Site PSF EXPOSURE CHART HEIGHT OF SIGN = 12.00 (based on 80 mph) : ( 90 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP "B" EXP"C" : EXP"C" AREA OF SIGN = 98.00 GRND FACTOR FACTOR : FACTOR ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 30.8672 LENGTH = 3.00 16'-20' 15.38 25.94 32.9056 WIDTH = 3.00 21'-25' 16.53 27.32 34.6528 HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 35.8176 ESTIMATED DEPTH OF HOLE = 3.50 31'-40' 19.29 30.08 38.1472 41'-60' 21.81 32.83 41.6416 CONCRETE BASE CALCS: P= 697.76 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED B= 4.242640687 DEPTH OF THE HOLE. H= 6 FORMULAS: Si= 466.655 P= PSF (SEE CHART A)_x AREA OF SIGN= POUNDS(/2 if dbl pole) A= 0.8247 B=�i LENGTH2+ WIDTH`= FEET B=DIAM.AUGERED HOLE D= 2.7711 H= HEIGHT TO CENTER OF WINDLOAD =FEET S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUNDS (or 133.33 x EST. DEPTH OF HOLE) A= 2.34 x P =FACTOR S1 xB D= A x (1+11 1+ 4.36 x H )=DEPTH OF HOLE IN FEET 2 A THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS PER SQUARE FOOT OR BETTER. SECTION MODULES CALCS: FORMULA: M= 4186.56 P= SAME AS ABOVE "P" Sx= 2.3608 (section modulus) H= SAME AS ABOVE "H" M= P x H= FOOT POUNDS Sx= Mx12_ = M x 12 = IN 1.33 x 16 x 1000 21280 PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. R . cif w sit 4 • •CI S TBR9 4444‘" 4,SSIONAL EXPIRES 2/12/2015 1 RECEIVED 1 S �� •CITY OF "r"--"•••••••••- SIGN PERMIT Federal WalApR 01 nis I '° APPLICATION sots OF FEDERAL WAY • PROPERTY INFORMATION SITE ADDRESS 1330 S 348th Street SUITE/UNIT I ASSESSOR'S TAX/PARCEL N 2021 04-9055 - — — ZONING DESIGNATION C f1 • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): iNEW a ALTERATION ❑REFACE ❑EST St/ELECTRICAL(To attach to existing J-box-include on this permit) ❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: I Freestanding: TOTAL ESTIMATED PROJECT COST:$ 20000 DETAILED PROJECT DESCRIPTION: INSTALL TWO DOUBLE SIDED INTERNALLY ILLUMINATED PEDESTAL SIGNS. OVERALL SQUARE FOOTAGE 61 .46 EACH BUSINESS NAME ON SIGN: TACO BELL/ 1A! (\(D>s. ■ PEOPLE INFORMATION SIGN OWNER: NAME:WENDAL KEUCKER, FAYE & PAT CLERGET PRIMARY PHONE (253) 269-7906 MAILING ADDRESS(STREET ADDRESS:CRY.STATE.ZIP): FAX NUMBER PO BOX 3482 FEDERAL WAY, WA 98063 ( ) - cm'OF FEDERAL WAY BUSINESS LICENSE NUMBER E-MAIL ADDRESS `OR OFFICE AMER CAN NEON INC ELISA ACOBY (253)PHGNE 627-7446 MAILING ADDRESS(STREET ADDRESS;CIY.STATE.ZIPS: CELL PHONE 9402 39TH AVE CT SW LAKEWOOD, WA 98499 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPI RATION DATE: FAX NUMBER 19-79-000003-00-BL 12-31-2014 ( ) - CONTRACTOR'S REGISTRATION NUMBER EXPIRATION DATE: E-MAIL ADDRESS AMERINI002D8 6-26-15 AMERICANNEONINC@AOL.COM APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE CONTRACTOR ABOVE ELISA JACOBY ( ) - MAILING ADDRESS CRY.STATE.ZIP FAX NUMBER ( ) REATIONSHIP TO PROJECT E-MAIL ADDRESS Contractor ❑Tenant ❑ Other PROJECT PRIMARY PHONE E-MAIL ADDRESS: CONTACT tiTSA JACOBY (253) 627-7446 AMERICANNEONINC@AOL.COM ■ SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge.and further.that I am a by e owner of the above premises to perform the work for which the permit application is made SIGNATURE DATE: .L4/116 COMMUNITY DEVELOPMENT SERVICES•33325 BTTI AVENUE SOUTH•FEDERAL WAY.WA 98003-6325•253-835-2607•FAX:253-835-2609 • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: MONUMENT ✓ PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(FT) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/NO (FT) A CABINET 9.84' x 6.25' x 2 = 123 INTERNAL NO 12' 5.5' B CABINET 9.84' x 6.25' x 2 = 123 INTERNAL NO 12' 5.5' C x x STREET FRONTAGE(LINEAR FEET): 203.64' BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A x x = B x x = C x x = D x x E x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: 0 HIGH 0 MEDIUM 0 LOW 0 FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application SIGN PERMIT APPLICATION CHECKLIST • MINIMUM SUBMITTAL REQUIREMENTS APPLICATIONS WILL NOTBE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED ❑ COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ TWO(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE—11"X 17" ❑ PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: o Scale(1" = 20') o Location of ALL proposed signs, including refaces o North arrow o Each sign alpha labeled consistent with application o Property lines and building footprint o Location of all existing signs to remain o Location of suite, if multi-tenant o Location of all existing signs to be removed ■ BUILDING MOUNTED SIGNS ❑ ELEVATION DRAWINGS ❑ DETAILS ❑ Scale eh" = 1') o Scale o Location and size of all signage including: o Sign materials,color and illumination type o Existing signs to be removed o Actual weight of sign or individual letters ❑ Existing signs to remain on each facade ❑ Cross-section showing scaled width of sign: ❑ Proposed signs if canopy or awning, show entire building o Dimensions of each building face or suite facade including awning/canopy and color scheme o Calculated total building face area o Method of attachment, size/type of o Calculated total sign face area OR connector AND Calculated total area of individual signage ❑ Site-specific installation details(what sign is components(letters, numbers, logos, etc.) attached to in field), placement and o Each proposed sign alpha labeled consistent construction with application ❑ Each proposed sign alpha labeled consistent with application • FREE STANDING SIGNS ❑ SITE/LANDSCAPING PLAN ❑ ELEVATION DRAWINGS (IN ADDITION TO OVERALL SITE PLAN) 0 Scale ❑ Minimum scale 1" = 20' a Sign materials, color&illumination type o Footprint and dimensions of sign o Sign face/panel/base dimensions o Setbacks from property line(s) o Calculated total sign/panel area o Show point of measurement for location of ❑ Base materials&how harmonious w/building property line(s) using fog-line, sidewalk, o Foundation type and/or edge of pavement ❑ Alpha labeling consistent with application o Show location of driveway and street a Footprint and dimensions of landscape area ❑ CROSS-SECTION ❑ Type&location of landscape vegetation ❑ Scale o Calculated landscape area o Edge of landscaping area (minus footprint of sign) o Existing &finished grades surrounding sign ❑ DETAILS o Total sign height from average grade ❑ Foundation/footing information o Wind load calculations (for signs 6'&over) Bulletin#102—January 1,2011 Page 3 of 4 k:/Handouts/Sign Permit Application CITY OF 4"'-V Federal Way SIGN PERMIT INFORMATION ✓ A sign permit is required to install, erect,modify, relocate, or replace a sign within the City of Federal Way. ✓ Signs must comply with the requirements of the Federal.Way Revised Code(FWRC) and International Building Codes(IBC, etc.). v Questions concerning code or submittal requirements can be answered by staff at the Community Development Services.Permit Counter at(253) 835-2607. ✓ Sign Permit Application Process: - Permit applications must be submitted in person - Plan review and application fees must be paid at submittal - Incomplete applications will not be accepted Electrical connection to existing J-box will be included on the sign permit;new wiring requires a separate electrical permit v Fees: -� Sign Permit fees are-calculated using the table below based on a bid or estimate that includes the fair market value of all aspects of the project. Permit fees are collected at pennit issuance -� Plan Review fees are calculated at 65%of the Permit Fees; Plan Review fees are in addition to Permit Fees and are collected at submittal - Automation fees: $6.00 per permit, collected at submittal - Planning Surcharge: $42.50 for 1st sign, $17.00 for each additional sign on the same application, collected at permit issuance -� Electrical Fees: $60.50 for lst sign, $28.50 for each additional sign on the same application, collected at permit issuance • FEE CALCULATION TABLE • TOTAL PROJECT VALUATION INCREMENTAL FEE FACTOR $1.00 to$500.00 $36.00 $501.00 to$2,000.00 $36.00 for the first$500.00 plus$4.50 for each additional$100.00 or fraction thereof $2,001.00 to$25,000.00 $103.50 for the first$2,000.00 plus$21.50 for each additional$1,000.00 or fraction thereof $25,001.00 to$50,000.00 $598.50 for the first$25,000.00 plus$10.50 for each additional$1,000.00 or fraction thereof Bulletin#102-January I,2011 Page 4 of 4 k:/Handouts/Sign Permit Application r e —. CITY Of10111111P Ve �tQ Federal Way sto v1ur Q\a' 10\eto EXHIBIT A aJit.0 Findings for Process III Project Approval Taco Bell & Wendy's Combined Sign Package File#16-100260-00-UP The Planning Division makes the following findings pursuant to content requirements of the Process III written decision as set forth in Federal Way Revised Code(FWRC) 19.65.100(4).These findings are based on review of existing city documents and submitted items by the applicant. 1. Proposal—The project applicant proposes to install two shared freestanding Pedestal signs along Pacific Hwy South and South 348th Street for the existing Taco Bell restaurant and proposed Wendy's restaurant.The site for the proposed Wendy's(or other land use that occupies the site)is currently vacant. 2. Review Process—The proposed combined sign package is subject to review pursuant to FWRC 19.140.140(5), Combined sign package for adjacent property owners.The city has reviewed and decided upon the proposal using Process III `Project Approval, 'pursuant to FWRC Chapter 19.65. 3. Environmental Review—The application is exempt from review under the State Environmental Policy Act(SEPA)as it meets categorical exemptions set forth in Washington Administrative Code (WAC) 197-11-800(2)(c)for construction or installation of commercial on-premise signs. 4. Public Notice—The application was deemed complete on February 4,2016,and a Notice of Application was posted on February 12,2016.The notice was posted at the subject property,posted at each of the city's official notification boards,published in the Federal Way Mirror,and mailed to property owners within 300 feet of the subject property.The comment period due date was February 29,2016,and no comments were received. 5. Combined Sign Package—The applicants have submitted for a combined sign package to install two shared freestanding signs.This collaboration will allow for increased size and height for a pedestal sign.It will also allow for additional frontage exposure. Staff has determined that the combined sign package will provide more coordinated,effective,and efficient signs. 6. Sign Criteria—The allowable sign area,sign type,sign height,and number of signs is determined as if the applicants were one multi-tenant complex.The combined sign package proposal is subject to criteria of a medium profile sign as follows: • Sign 7).pe-Medium profile signs may either be pedestal or monument signs.As proposed, there will be two pedestal signs. Sign content for any medium profile sign may include electronic changeable messages,center identification signs and/or changeable copy signs.Any medium profile sign may be an electrical sign,an illuminated sign,and/or a neon sign. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be allowed to have either a pedestal or monument medium profile sign. • , , . . , 41T —The height of a medium profile sign is calculated at a rate of one and one-half feet in sign height for every 10 lineal feet of frontage along a public right-of-way for any mufti- tenant complex;however,such height cannot exceed a maximum height of 12 feet.The total r frontage for Taco Bell and the vacant site is around 417 lineal ft.The applicant is allowed,and proposes,the maximum height of 12 feet. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,the height is calculated at the rate of 0.75 feet in the sign height for every 10 lineal feet of frontage on a public right-of-way. Both Taco Bell and the Wendy's site would be allowed to have a maximum height of 12 feet. • Sign Area—For a multi-tenant complex, sign area is calculated at a rate of two sq.ft. per lineal foot of frontage on a public right-of-way not to exceed a maximum sign area of 128 sq. ft. for the total of all sign faces on each permitted sign with no one sign face exceeding 64 sq. ft.The applicants are allowed the maximum sign area of 128 sq.ft.per sign.The proposed signs are two-sided and each sign face is 61.46 sq. ft.,which meets the allowed sign area. Note: If the subject properties were being reviewed as individual tenants,not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be limited to a maximum sign area of 80 square feet for the total of all sign faces on each permitted sign with no one sign face exceeding 40 square feet. • Number of Signs-A subject property qualifying for a medium profile sign may have one pedestal sign for each street frontage,this includes access easements.No subject property may contain more than three freestanding signs and must be located a minimum distance of 200 feet from other freestanding signs on the same subject property.The project has frontage along Pacific Hwy South, South 348th Street,and frontage along several interior access easements. As proposed there are two signs in total,one along Pacific Hwy South and the second along South 348th Street. Note: If the subject properties were being reviewed as individual tenants, not combined as a multi-tenant site,both Taco Bell and the Wendy's site would be allowed three signs.However, because there is a 200-foot separation between freestanding signs the sites may be limited to two freestanding signs.The proposed Wendy's site would not be allowed to have a freestanding sign that is visible from South 348th Street. 7. Construction Standards—Sign construction is consistent with FWRC 19.140.170"Construction Standards"based on provisions of the following elements: a. Both signs meet the setback requirement of three feet from the property line. b. As proposed,the signs meet the dimensional standards for pedestal signs. c. The proposed signs meet applicable design criteria;the sign base is constructed in an aluminum painted to match the building. d. The location of the pedestal signs are not hazardous to a motorist's or pedestrian's ingress or egress from the buildings or parking area and are located out of the clearview zone. e. An area adjacent to the base of each freestanding sign must be landscaped equal to the sign area.The applicant proposes to install 135 sq.ft.of landscaping for sign B and utilize the existing 337 sq. ft.of landscaping for sign B. Findings for Process III Project Approval File#16-100260-00-UP/na.ID 72581 . Taco Bell&Wendy's Combined Sign Package Page 2 • E. Sign Permh—No construction may begin until sign permit approval As of the date.vf this land use — 'decision,no sign permit application has been submitted. 9. Decision Criteria—Staff finds the proposal is consistent with Process III,Project Approval, decisional criteria required under FWRC 19.65.100(2)(a)and Combined Sign Package decision criteria per FWRC 19.140.140(5).The proposal is consistent with the city's comprehensive plan; applicable provisions of FWRC Title 19 Zoning and Development Code; public health,safety,and welfare;and streets and utilities in the area are adequate to serve the anticipated demand from the proposal. Final construction drawings will be reviewed for compliance with specific regulations,conditions of approval,and other applicable City requirements.These findings shall not waive compliance with future City of Federal Way codes,policies,and standards relating to this development. Prepared by: Becky Chapin,Associate Planner Date: March 17,2016 Findings for Process III Project Approval File#16-100260-00-UP/na.I D.72581 Taco Bell&Wendy's Combined Sign Package Page 3 RESUBMI - _ _ ,. tuaceeuteeygeee Taaiy WAY RE BMITT . INFORMATION This completed 1ic!fl Ml ST l4C: . t i0 ivoyAmials. afftsgerno r:'Ad orwistpd plans arcoeuments loran:am pottiests ao,b w:clic*/unless . aamaptimiad by.0r compkwel Iona Ate►rosutvalteht Mt abliatkokid..0*It on or**do not caiWitint a cotroctnismberofcaplosi tsrt dcr ar t ilailii.ingfoulVirdOsuisiallibins hiiparson and iv mere the Cusganr Sat**Cetiitor4viatb sutimitiliogisiti are not atintialoutthe number oiceplesmquInsrl piled Timidity Number: 16 101607 Name: • Project Taco Bell/Wendy's Comb© Sign Project Address: 1330 South 348th Street project contact Eli-sa Jacoby phone: 253-627-7446 Resume Items: S Ot Copies" Detailed Desgrl Uon of Nero ovE T f�1 . - L1TTa2 • 6/ . L - “submit glessmo numbs r oicopiss as reclaim,lbr,tv r Marl applieitote* , ResUbrulttel requested by: d • Lam*Gated: 1 2! / 1 to iiiiiiiiii.imil 0 I -h) il-holu iallloinat2a-aktost24#200. ; P1 -> * • % ,. SL&Itt11ACONCRETE FOUNDATION&SECTION MODULUS CALCULATIONSJob: Rob Rueber PSF EXPOSURE CHART 5Q,Qi -e✓ )'ne , I/ s HEIGHT OF SIGN = 12.00 (based on 80 mph) V PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" CtGI La f4 f on - 10' 1-1/2" AREA OF SIGN = 98.00 GRND FACTOR FACTOR 118� V.O. ___ ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 LENGTH = 3.00 16'-20' 15.38 25.94 WIDTH = 3.00 21'-25' 16.53 27.32Mill HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 ESTIMATED DEPTH OF HOLE = 4.00 31'-40' 19.29 30.08 - 41'-60' 21.81 32.83 A. CONCRETE BASE CALCS: r• P= 1395.52 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED FUTUR E B= 4.242640687 H= 6 DEPTH OF THE HOLE. FORMULAS: Si= 533.32 P= PSF(SEE CHART A)x AREA OF SIGN= POUNDS(/2 if dbl pole) O A= 1.4432 B=./LENGTH2+WIDTH' = FEET B=DIAM.AUGERED HOLE TENANT .>: D= 3.8774 H= HEIGHT TO CENTER OF WINDLOAD =FEET ZQ G) S = 1/3 x 200 PSF x 2 x EST. DEPTH OF HOLE= POUN W (or 133.33 x EST.DEPTH OF HOLE) city of Federal y A= 2.34 x P=FACTOR S1 x6 [!Build!n Divic1on VAIPLCCOD=A x(1+✓1+(4.36 x HI OF HOLE IN FE T 2 A APPROVED r w' :.a' 2n r THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS 13IEILIL PER SQUARE FOOT OR BETTER. . SECTION MODULES CALCS: FORMULA: r_ l �� M= 8373.12 P= SAME AS ABOVE"P" ,� lY q ) Sx= 4.7217 (section modulus) H= SAME AS ABOVE"H" 4"Square Tube,.3125 wall M= P x H= FOOT POUNDS Sx= Mx12 = Mx12 = IN //1� *1- *f'vl. "�'liL_ ' Sx-479 Aluminum pole cover 1.33 x 16 x 1000 21280ob. /c 4 J,/( Painted to match bldg PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO {/ I THE CALCULATED SECTION MODULUS. _ 6' `O LO 4" sq. tube .3125 wall min. Grade rn 00 Sign area: 118" x 75" _ � Dcp Coo. 1 Concrete rete 61 .46 sq.ft. 0 113 0 � � 0 Foo �ng � � � � � t. APR012016 rnN `nP 3�;,�. Optional Pole Cover �J CTTY OF FEDERAL WAY Scale: 1 /2" = 1 '-0" 3 , / CDs 'II Scale: 3/8" = 1 '-0" s SIGN 8' • CONCRETE FOUNDATION&SECTION MODULUS CALCULATIONS Job: Rob Rueber ` PSF EXPOSURE CHART HEIGHT OF SIGN = 12.00 (based on 80 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" A p RofE AREA OF SIGN = 98.00 GRND FACTOR FACTOR 0+ _ /2++ ESTIMATE BASE SIZE: 0'- 15' 14.24 24.34 PLANNINGLENGTH = 3.00 16'-20' 15.38 25.94 1 18" V O WIDTH = 3.00 21'-25' 16.53 27.32 -- ham, HEIGHT TO CENTER OF WINDLOAD = 6.00 26'-30' 17.45 28.24 I offlatimmi Way. ESTIMATED DEPTH OF HOLE = 4.-00 31'-40' 19.29 30.08 Development 41'-60' 21.81 32.83 P °�Community ��'/� � CONCRETE BASE CALLS: # I 1F f 020, �'�"1P P= 1395.52 "D"MUST BE EQUAL OR LESS THAN THE ESTIMATED �/ B= 4.242640687 DEPTH OF THE HOLE, D /4/i(l H= 6 FORMULAS: 114i S1= 533.32 P= PSF(SEE CHART A)x AREA OF SIGN=POUNDS(/2 if dbl pole) t*Ai. O A= 1.4432 B=JLENGTH7+WIDTH2=FEET B=DIAM.AUGERED HOLE By Id �j�, ; D= 3.8774 H=HEIGHT TO CENTER OF WINDLOAD=FEET 5= 1/3 x 200 PSF x 2 x EST.DEPTH OF HOLE=POUNDS 44 �O h (or 133.33 x'EST.DEPTH OF HOLE) N A= 2.34 x P=FACTOR .- _ _ ' SIx8 D=A x(1+0+44.36 x H))=DEPTH OF HOLE IN FEET t� a ABOVE--- __. - 2 A THE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS PER SQUARE FOOT OR BETTER. B"ELL - SECTION MODULES CALLS: 04 FORMULA: • M= 8373.12 P=SAME AS ABOVE T" I i Sx= 4.7217(section modulus) H=SAME AS ABOVE"H° M=P x H=FOOT POUNDS / 4"Square Tube,.3125 wall / Sx=4.79 Sx= Mxi2 = Mx12 = IN Aluminum pole-co\Ler' 1.33 x 16 x 1000 21280 Painted to match bldg PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. NO • , '' 4"sq. tube .3125 wall min. tr F � Grade vED Sign area: 118" x 75" = APR 01 2016 ^ ? N LL ` 111 ''i1� ete e 61 .46 sq.ft. CITY OF FEDERAL WAY i CDS Ili" i Foo g -0 L) _ FtE�Uf3MI@ - fb a 1 � 20`rt Optional Pole Cover Scale: 1 /2" = 1 '-0" CITY OF FEDERAL WAY 3 �.' CDS Scale: 3/8" = 1 '-0" ♦ , • 1 ' _ . , __ __________ _ . _ _ _ __ _ _ , _ _ i nip 348TH STREET a ( PLANTER AREA C). t 15 sq.ft. SIGN FOOTPRINT _w1 icky 1 SIDEWALK EiR_, I8OOJL 0°° ;C) 4_44 ., , ii __,. it - PLANTER AREA TACK •y; L.UREL EDGESQ�� EXISTING ExanNc 0 00 h BELL i >_ w0°0Q GRASS ti > 0°0 w ' (-NI EXISTING REMOVED 8, a • REPLACED WITH NEW / X a 0 °O P/I I _ I N ..O Cr {J i' Z�..i L.' I W {J.e y L) (Ca Qc) f 0 ''' NS j' `-' �-. ,,� r, ! H > GRASS n MI NG • —.l �O i. k..-r_ 70 ' 1 „;, ,, ,, ,,, 1 t LANDSCAPE AREA SIGN B=0_ -, t:' ! 10'x 15' = 150 SQ.FT. ' 150 sq.ft.- 15 sq.ft. (sign footprint)= 135 sq.ft.planting Aluminum pole cover I GRASS SCALE: 1/4" = 1'-0" Painted to match bldg Grade DRIVEWAY DIVED SCALE: 1/2" = 1'-0" LANDSCAPE AREA SIGN A= APR 01 2016 POLE COVER SIZE/RATIO REQUIREMENTS 11 ' x32' = 352 SQ.FT. 352 sq.ft. - 15 sq.ft. (sign footprint) = 337 sq.ft. planting CITY OF FEDERAL WAY cis A (6') >_ 50% B (12'/2=6') SCALE: 1/8" = 1'-0" LANDsc,An:r►.,AN APPRovaj, A (6') _> 50% D (10'/2=5') Permit Number lto-10O� B (12') = HT 12' (MAX ALLOWED)` RESUBMIUED AmovedBy: 13 . C (5'6") > 20% B ( 12'207=2'4") 2o16 // MAR04 CITY ®F FEDERAL WAY > CDS • RESIJSMITTED • JUN012016 CITY OF FEDERAL WAY CDs 10' 1-1/2" ----- ALUMINUM EXTRUDED CABINET 11 Q — LAMP SOCKET/HOLDER _FLOURESCENTBULB POLYCABONATE SIGN FACE'! O ELEfTRICAL RACEWAY II O ! BAL1AST .p ALUMINUM SIGN FACE RETAINER 12"x 12"- 1/2" PLATES WITH ` 1/2" BOLTS, LOCKWASHER&WASHER 4ea min. 4"POLE -1/2"angle iron attached to bottom min. of sign cabinet to hold pole cover in place Pole cover will be attached to angle with screws/rivets 6' ALL WELDING TO BE DONE IN SHOP NO FIELD WELDING WILL BE DONE 4" sq. tube .3125 wall min. 1-1/2"angle iron attached to pole to hold pole cover in place Pole cover will be attached to angle with screws/rivets Grade Scale: 1 /2"= 1 '-0" Application #16-101607 REQUESTED REVISIONS 6-6-16 1330 SOUTH 348TH STREET FEDERAL WAY RESUBMITTED JUN 0 7 2016 _ r _ CITY OF FEDERAL WAY _. _ .__ ..__..� ain CDS ATTILI DESIGN & ENGINEERING, INC. r 1002 39th Ave. SW, Suite 207rn Puyallup,WA. 98373 253-235-2000 May 4,2016 STRUCTURAL CALCULATION FOR American Neon, Inc. 9402 39th Ave Ct. S.W. Lakewood, WA 98499 SITE ADDRESS Federal Way Monument Rueber Taco Bell & Wendy's Sign 1330 South 348th Street Federal Way, WA 98003 R. p---Ov O� � qT7 .di 42• w -SSIONAL E14cil 4.4 EXPIRES 2/12/2017 -1 T I Project address _ 1330 South 348th Federal Way Sign Project Design Loads: Code: IBC 2012 Wind Speed= 110 mph Risk Category II: 110 mph Soil Bearing: 1500 psf Soil Lateral Bearing: 200 psf Sign Height: 12' Sign Width: 10' Total Sign Area: 9.833'x 6.5' +(5.5' x 6')=61.46 sq ft+ 33 sq ft=94.46 sq. ft use 98 sq ft Wind Speed Calculation IBC 2012 IBC 2012 would require 115 mph which would calculate to a qh of 27.20 psf. The qh of a building is the velocity pressure at a height of h. Using ASD method, IBC 2012 uses a 0.6 load factor on all wind loads; thus,27.20 x 0.6= 16.32 psf. This load factor makes the design wind pressure nearly identical to the IBC 2009 design wind pressure. However, I have used 27.2 psf to be conservative. GI 12 ' a trD D Q ry N.) 51611 5 6'6" ' - II i r 70 b 3n 6 cDi 4 e 0v M rka . . r 0 11. . , , ,,n: , , :„., . ,, Q-.,- --..-:..--: G, 0\77r-s. s . '. E'' glifith rYlikk. —co p• (40tim, A 9h 4. 73 co 2 0 y= °' Q a 7s'v.o. o • Q m n A m nx Pu e x m= zAm 0 aT o z --a A ;. P OD p� 0P0 R c om O C p / ,, � M a O = - _ O3- a ZZ r.Oo 8 N Oc CG m u F.Z c 2 -4 O V pm G N O .tN 0. . _ Ul Z 9� 32 oa ¢= -,z o ? o p y and o m rn C 11 II n II 11 I, II b . OO D uS arvQ = 1 p P I N P y.94 F ..i ,m ym p A m - . fa fJ 4 A " XoA OA 8888 8'28 _ j n V c„ <� - '' . P 3AA o m mZ''o m e4 oNaz' oi.3 Q - '.``y. _0 84-'1 o moo 2 8A �" E g Z a m(D PN a olToo o _n W Z P ^,� Z and *maim. 's 7,4 \ Z 6bbo00 00 a Lw ii R. Z T Oo be 0 II O n g r `ODn T —' v' o — � 00 m rnpw rn N Z m o = w31 > N6 O - _ > DOo C 0D• Z --1 mmi rnz0 < � n c � -1• Z = 5'6" Z ,o • ' ' CONCRETE FOUNDATION 8 SECTION MODULUS CALCULATIONS Job: Rob Rueber ' PSF EXPOSURE CHART SITE ADDRESS: HEIGHT OF SIGN = 12.00 (based on 80 mph) PSF EXPOSURE(see chart) = 14.24 > HT ABOVE EXP"B" EXP"C" 1330 SOUTH 348TH I 10' 1-1/2" , AREA OF SIGN = 98.00 GRND FACTOR FACTOR 118" V.O. 1 ESTIMATE BASE SIZE:CENTER OF DLOAD = 3.00 016'20' 15.38 25.94 14.24 24.34 FEDERAL WAY HEIGLEWIDTH = 3.00 21'-25' 16.53 27.32 ESTIMATED DEPTH OFFHO E = 4.00 31'-40' 19.29 30.08 CONTRACTOR: GT("4 . 41'-60' CONCRETE BASE CALLS• I, 9402 39TH AVE CT SW P= 1395.52 `D"MUST BE EQUAL OR LESS THAN THE ESTIMATED LAKEWOOD, WA 98499 iii�735.k �lli _ B= 4.242640687 H= DEPTH OF THE HOLE. { 6 FORMULAS: 21.81 32.83 �� Si: 533.32 P= PSF(SEE CHART A)x AREA OF SIGN= POUNDS(/2 if dbl pole) A= 1.4432 B=JLENGTH2+WIDTH2 = FEET B=DIAM.AUGERED HOLE 40 > D= 3.8774 H= HEIGHT TO CENTER OF WINDLOAD=FEET :0 S= 1/3 x 200 PSF x 2 x EST.DEPTH OF HOLE= POUNDS (or 133.33 x EST.DEPTH OF HOLE) A= 2.34 x P=FACTOR AMERICAN NEON INC S1 xB TACO D=A x(1+J1+(4.36 x H))=DEPTH OF HOLE IN FEET 2 A THE ABOVE CALCULATIONS ARE BASED ON SOIL LATERAL BEARING OF 200 LBS B ELL, PER SQUARE FOOT OR BETTER. SECTION MODULES CALCS; N • FORMULA: M= 8373.12 P=SAME AS ABOVE"P" Sx= 4.7217 (section modulus) H= SAME AS ABOVE"H" 4"Square Tube,.3125 wall M= P x H= FOOT POUNDS Sx=4.79 Sx= Mx 12 = Mx 12 = IN Aluminum pole cover 1.33 x 16 x 1000 21280 Painted to match bldg~ PIPE OR TUBE SIZE MUST BE GREATER THAN OR EQUAL TO THE CALCULATED SECTION MODULUS. 6' NO V) 4"sq. tube .3125 wall min. Gradex , V- ?* i I'I s a��a €s crsrtX�c�� •• �_ _ - I I Sign area: 118" x 75'' _ Ccirn4 ete, 61 .46 sq.ft. 113" 4.5' MIN , , rIg ,,„ „ �o Fe.- - r - - - - -. En L,..,a..._.�.. # 4 BAR @ 12" OC Optional Pole Cover "b TYP Scale: 1 /2" = 1 '-0" - CLR TYP. # 4 BAR @ 12" OC 3 TYP. Scale: 3/8" = 1 '-0" NE /A 1/SECTION 40 80 i i� fc v i I J/ JAN 1Qt� CM 4F EDERAL WAY EXHIBIT �x i. TOWNSHIP Sj Permit Number: ipproved Bv. 39719"o 327.73 88g700-0075 ro 0 O Z O� y 5-Y a 0 O N ' t t t t t ��t > Z X w d Z J to _w If _ y. cs O cn z cL a w iL- Lu 0 't 'o ' M] t5� N 1 } zw 'S Lo z tf 0 Lo .N N� w oa E W Lo a N C14 y 0N0 Ile Z3 In a � aNf as 3 S t x � O m 71 C) PJKZM Gpts`' c - APR 012016 `' � 0' � U MY OF FEDERAL[� WAY � c� � c oc CD � < (. U