Loading...
16-100944,t„ of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: CENTER PLAZA Project Address: 2012 S 320TH ST Sign Permit #: 16-100944-00-SG Inspection Request Line: (253) 835-3050 Parcel Number: 092104 9297 Project Description: Replace (2) existing monument sign and relocate (1) monument; install internally illuminated CID sign with LED message center. Includes electrical connection to existing Xbox. Owner Applicant Contractor CRATSEBERG PROPERTIES LLC TRACIE SKILES BERRY SIGN SYSTEMS (GENERAL) 2020 S 320TH ST SUITE A BERRY NEON COMPANY INC BERRYSS857137 (1/27/17) FEDERAL WAY WA 98003 7400 HARDESON RD 7400 HARDESON RD EVERETT WA 98046 EVERETT WA 98046 Contractor w BERRY SIGN SYSTEMS (ELECTRICAL04) BERRYSS853W7 (1/27/17) 7400 HARDESON RD EVERETT WA 98046 �reAh. % p-ptanding Sign Inf t Reg. # Sign Type Illuminat # Sign Setback Faces (Ft.) Sign Fa Width (Ft.) Sign Face Height (Ft.) Sign Height (Ft.) Base Height (Ft.) Landscape Area (Sq Ft.) Sign A NA numen Yes 2 8.3'3 gW8.00 6.40 11.33 3.30 119.00 Sign B NA Monu es 2 8.00 6.40 11.33 2.30 119.00 Sign C1 NA IMonumentl Yes 2 .25 1 8.00 1.75 6.50 1.30 45.00 Additional Permit Information Comprehensive Plan Designation ..........................City Center Core Zoning Designation ................................................ CC-C PERMIT EXPIRES Wednesday, November 16, 2016 Permit Issued on Friday, May 20, 2016 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy a be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: THIS CARD IS TO REMAIN ON -SITE Federala Construction Inspection Record - y INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 16-100944-00-SG Address: 2012 S 320TH ST Project: CRATSEBERG PROPERTIES LLC FEDERAL WAY, WA 98003-6454 Scheduled inspections may be failed if this card is not on -site. DO NOT LOSE THIS CARD. Inspections are 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 are unsure about any of the inspections or the inspection sequence. On -going inspections are logged on the back of this card. rl Footings/Setback (4110) Final - Electrical (4055) Final - Sign (4085) Approved to place concrete Approved Approved y_AVDate _2, ly_/ $ By Date By Date rl Attachment (4010) Approved By Date El Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date CIT. pF Federal W4y,,3 ,,.r4 OF FEUER"' SIGN PERMIT APPLICATION Ib_I DQq'►�f.S� A 3 SITE ADDRESS U f aZQ�S SUITE/UNIT # ASSESSOR'S TAX/PARCEL # LJ 9 -'�' 1 © - G ! C �- ZONING DESIGNATION (SC"C- TYPE OF PROJECT (Check all that apply): ❑ �ZRMANENT ❑ TEMPORARY NEW ❑ ALTERATION ❑ REFACE ❑ EXEMPT A ELECTRICAL (To attach to exlsiing 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: Freestanding:J TOTAL ESTIMATED PROJECT COST: $ ge. ��✓[✓ DETAILED PROJECT DESCRIPTION:ry yi S L SIGN OWNER: 2i15Z�o CONTRACTOR: 3o�oS3 COPY of card required with cac15 application APPLICANT �?cc, &o i PROJECT CONTACT RIMj'A�R�Y f'IiJO1NET � MAILINGDDRFIRESS,iSAq1� .STATE. �`�yr� n� r -fAX C PiJ NUMBER - lE-MAIL /ADRM- CTTY OF FF,DERAL WAY BUSINESS LICENSE NUMBER: (Rcqulml prior to permit Is a xcl A S OOMPANY NAME APPLICANT NAME OFFICE PRONE _MAILING r ADDRF ADDR ;gC17Y. STATE, 7.IP�7 �',� CELLPHONE CrrY OF f%DERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATF-1 FAX NUMBER WS 77 G1 P74 CONTRACTOR'S REGISTRATION NUMBF-ft rIRATION RATE: E-MAILADDRESS COMPANY NAME { . APPLICANT i+AME t ,o- _ PRIMARY PHONE MAILING ADDRESS ICITY, STATE, ZIP FAX NUMBER RELATIONSHIP T O PROJECT E-MAIL ADDRESS 11 Contractor ❑ Tenant ❑ Other lAis r; 1MAFTY PIiONB � E-MAILADARE5,5: I certify tinder unslty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that authorized by the owner of the above premises to perform the work for which the permit application is made SIGNATU r DATE: •� COMMUNITY DEVELOPMENT SERVICES • 33325 8TH AVENUE SOUTH • PO BOX 9718 • FEDERAL WAY, WA 98063-9718 • 253-835-2607 • FAX: 253-835-2609 "TEMPORARY• ONLY" TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DATE OF REMOVAL: TOTAL CALENDAR DAYS: DESCRIPTION OF PROPOSED SIGNAGE : TYPE OF PERMANENT FREE STANDING: S 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 X C - Ll B (worn kit) x l'q _ ,. D` e Y i•� - K , d _ x x STREET FRONTAGE (LINEAR FEET): BUILDING MOUNTED SIGNS __ _ SIGN TYPE SIGN AREA (SQ. FT.) ILLUMINATED? I BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x # OF FACES NO/INT/EXT (N,S,E,W) (SQ. FT.) A x x - x x - C x x D _ x x = E - — x ---- x L GEST EXPOSED BUILDING FACE (SQUARE FEET): Ac*01%n ACrvr`c "CC Awu V** ZONING DESIGNATION: PROFILE: HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGNS FREE STANDING SIGN(S) AREA PERMITTED: _ AREA PERMITTED: `�•� AREA PROPOSED: _ _ AREA PROPOSED: STREET FRONTAGE: -� ( -113 1 LARGEST BUILDING FACADE:. f 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: Comm No.:,160121.02 Project: Center Plaza Location: Federal Way, WA Code: 2012 IBC /ASCE 7-10 Designer: JCP Date: 2/4/20169:21:01AM SPECIAL INSPECTION AGENCY RE UIRED FOR ALL ANCHORS IN CRACKED/ HARDENED CONCRETE EPDXY OF ANCHORS IN CRACKED CONCRETE AND ON SITE WELDING. STRUCTURAL CALCULATIONS FOR: Center Plaza Federal Way, WA 5tL "'tC4 tot p.7t [A] 105.4 Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinances of this jurisdiction. JOB INFORMATION Comm. No.: 160121.02 Project: Center Plaza City: Federal Way State: WA Building Code: 2012 IBC Loads Based On: ASCE 7-10 Designer: JCP Date: 2/4/2016 Doing Business As: LJC 299N.5)89quad ■ qno- lle, TN 37919-4013 5L Ph, (B65J B4-04-0999 Fix (865) 584.5213 JC www.slgn•englneeuom louts J. cortina, p.e. n IfUC{Yra1 onginooring FILE STRUCTURAL y p WA � r � x � cb LOUIS J. CORTINA, PE LIC. NO.39228 5:\Engineering\Signs\Projects\2016\160121\160121-02\160121-02.xlsm Comm No.: 160121.02 Project: Center Plaza Location: Federal Way, WA Code: 2012 1 BC / ASCE 7-10 Designer: JCP Date: 2/4/2016 9:26:58 AM WIND DATA Building Cede 2012 18C Wind Load Criteria ASCE 7-10 Wind Speed, V 110 mph Exposure Category C - Wlnd Pressure Override per Iudscilction Requirement D sf P SEOMETRY INPUT I11 vo. of Poles 1 Ho. or Fac Section Location Type 1 Base Single oew a 2 None 3 None 4 None None DESIGN SUMMARY Section r Axis None None None None None None 299 N. rher Road Knotiville,TN 37919.4013 ph. 165 584-59 19 Fax665) 5g4.-093 LJC w .slgmenglneercom louis j, cortina p,e, a1rrlClurnl ositil�ioeNRp DEFLECTION ANALYSIS Importance Factor, 1 1.0 Damping Ratio, 0 0.005 Deflectlor) L1ma 14/60 Directionality Factor, Kd11I 0.85 Natural Frequency, n1 2.80 Hz Deflection at0.7•W 0.45 in Topography Factor, K„ 1.0 Gust Effect Factor, G 0.85 Deflection Ratio qP H/301 Base Pressure ,/K 15.8 psi ASD Wind Load Factor VIsi 0.6 Notes: 11) Loading values in chart below are based upon average K, values for each segment. Acrunl values are calculated on hidden sheet using derived V-M equations. Chart is provided forinformotion purposes only, (1) Wind dlrectlonality (Kd) factor is 0.95 forSingle Pole (Round) segments Instead of 0.85. The Cr value from Fig. 6.21 has been Increased by 0.9510.85 to account for this variation. 1. (3) Wind pressures listed below have already been multiplied by the ASD Wind Load Factor, y. Height Width Horiz. Area Top Cent.. Wind Support Poie toads Fooling Loads Offset Elev. K, G Press. Trib. Shear Moment 7ri6. s1.- ad-] N-tMENT Element DESIGN Elev, LOCATIONS, LOADS Type AND D15Pt.ACEMENTS V, M T k1js i 1 1 0.00 1 Base Plate 1 1.6 1 B.9 2 1 0.00 1 Match Plate 1 1 1.6 1 8.9 2. PLATE DESIGN SUMMARY Plate Dimensions Type N B I D t in r Rectangular Base Plate Clrcular Base Plate Match Plate 1(Lower) Match Plate 1(Upper) Match Plate 2 (Lower) LJ Match Plate 2 (Upper) FOUNDATION DESIGN SUMMARY Type Caisson J Vertical Slab LJ Spread avmmanaa A05ea upon averages above: 1.6 $,. Actual base reactions based upon V-M equations, 1.6 8.9 1.6 V,/V,' M,/M, I Tr/To 1 Pr/Pe I P-M Type atc ate Torsion Tube Dolts Circle d6 N.drBidr° Diamete Material Status In I Slze I Gussets' Status Dlamele Width hicknes Len th Depth I Volumel Reinforcing Status 8.50 2.50 4.25 3.34 45 at 101n o.c. E.W. E.F. OK S:\E ngin ee ring\Signs\Projects\2016\160121\160121-02\160121-02.xlsm Comm No.: 160121.02 Project: Center Plaza Location: Federal Way, WA Code: 2012 IBC / ASCE 7-10 Designer: JCP Date: 2/4/2016 9:26:58 AM FOUNDATION DESIGN Footing Loads Axial, Pa 1.1 k Moment, Me 8.9 k-ft Shear, V, Base Column to Footing Connection Type Base Plate Footing and Soils Data Concrete Strength, P. 2500 psi Materials Class 5 Sign or Flagpole Yes Allowable Vertical Bearing Pressure 1500 psf Allowable Lateral Bearing Pressure 200 psf/ft Vertical Slab Footing Constrained Base No Width, b 8.50 ft Thickness, t 2.50 ft Selected Bar Size 45 Top Depth to Ignore for Poor Soil Conditions 0.00 ft Depth Calculation Status OK Effective Height, h (ft) 5.67 ft 51 0.27 S3 0.81 .A 1.60 ft Assumed Depth (not including ignored top depth) 4.05 ft Required Depth (not including Ignored top depth) le 4.05 ft Concrete Strength, P, 2500 psi Minimum Thickness for Structural Plain Concrete Use 0.71 ft Required Reinforcing Type T&S Only Minimum Reinforcing Ratio Each Face 0.09% Minimum Reinforcing, A, -In 0.32 sq in/ft Required Flexural Reinforcing, A, 0.00 sq In/ft Controlling Reinforcing, A,_req'd 0.32 sq in/ft #4 Bars @ 6In O.C. 0.40 sq in/ft #5 Bars @ 10 in O.C. 0.37 sq in/ft #6 Bars @ 16 In O.C. 0.33 sq in/ft #7 Bars @ 18 In O.C. 0.40 sq in/ft #8 Bars @ 18 in O.C. 0.53 sq in/ft Vertical Slab Footing Deslgn Summary Footing Width, b 8.50ft Footing Thickness, t 2,50 ft Footing Depth, D 4.25 ft Estimated Volume 3.3 yd3 Selected Bar Size qS Required Spacing 10 in o.c. 299 N. Weis4-0919 Road Knoxville, TN A7994013 Ph. (86515640999 Fax(965)584-5213 LJC Wn .slgwengineertom louis j, cortina, p.e. Cl l uawral angi—crinp IBC Table 1804.2 - Allowable Foundation and lateral Pressure Allowable Bearing Pressures Class of Materials Vertical Lateral ps ps /ft 1 Crystalline bedrock 12000 1200 2 Sedimentary and foliated rock 4000 400 3 :Sandy gravel and/or gravel (GW and GP) 3000 200 4 Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2000 150 Clay, sandy clay, silty clay, clayey silt, silt and 5 sandy silt (CL, ML, MH and CH) I500 100 Geotech Geotechnical study is applicable Note: If structure is a sign or flagpole, the lateral bearing pressure value from above has been doubled of left perlBC 1804.3.1 (only for Class of Materials 1-5) Note: If "Thickness, t" exceeds "Minimum Thickness for Structural Plain Concrete Use" value, ACI 318 does not require any reinforcement In footing since an unreinforced section Is sufficient to resist the flexural loads applied to the footing. However, office standard practice is to provide at minimum 0,18% Ina vertical slab footing with one-half distributed to each face, normal to the wind direction, of the footing. S:\Engineering\Signs\Prof ects\2016\160121\160121-02\160121-02.xlsm OZ LL O Z w Z O �g U rn w z z gU w � U u] 2 ❑ z w p ¢ p W Z rn (L FS O m¢ Q Z LL a Uw m 3� Iw� CO) 0 - to Zma� u 0 Z J O r [V UN— Z O Qw a z w U w ❑ 0LL O ¢ o LL N ru LL Z (dJ U 3 cc ccWm ¢ w � �, � cd ❑p"W Q ❑ O �¢ o W l i W, ❑ w In O J W W,LL J¢ p W Z W ❑ O � W w m m m w Z m .7-. ¢ O} Z 0 44W Q W �0 W F Z Z w 2 FZ W Z ZZOO paw O �r I�HJ zQGrm °m•�¢w� ¢m¢aW U ¢r Z o W m y F �:p to Z- Q W j �t Z W WQ padf0/J g F¢ Z W a 0 a O p QU O Y lvl?oZ U *¢ S W to F O wt LLaZOFv� �W W a= ¢ >>F(7�¢ ❑Z❑ LL t w a 28ww5. w ❑zm g zdoN ❑cc W m o`Y C!) e6 Gi w II cO N G.J ¢ ¢ {JWyrJ I�ngZmO¢ O Vl J ] C7 1❑u mwJmo W Jm0} W - Q O W ¢ ��uu ¢ ¢U ¢ mi0 Z } _ pW gU ¢z mWaQa_ z Z �� O JFO00 wQ¢U¢ mNC7¢ g ❑- �wC2JQ70WYj ¢ m ZU UpUFJ>a> a OWE -. aw ¢❑ ❑w z ,..I U Qm W W ❑za u❑eR29� O ¢ ¢ p¢ ❑ ¢U = m w 0 (LLN.70 zF ap W Smp �¢¢Qpp 7 �¢Qmwg gOp Q NF 8Z '�zQ oVr@U OW '��gFQ3 O�4Z ¢Z¢w W?ZOLL ❑wp¢gZ W mmQQLL�Z C a 7� om ZOTFO wvm QUQm�$NV QW(n � Oxx WE FO wx af/N��OmO sgn tZW 806w.�< QF m ��❑ m ULL cis Zp W zma �OF�r gr Q= Z F Q F �❑ NO N�755LL fq W Joz W�C7 QC�¢O ¢ w W Z p F ¢Q F{-m �.. �'-w BULL Jg❑ W rL fn V1 ¢ 7 W F f 6 iRQ W J �LL�J �O¢Q �I H J Z 3 fnU U 4Q Um 75C^ 1�11LL �W ZQa�¢Q❑g?(n��Q❑ Efl¢QZ µr❑1 JW W rmCJO 9w LLQmU aUU LL U I0p 00 ¢"Jom6FUQOviO °�g%riOUp�OmOJQg=�o¢OZmUQ00 W pQ� ❑FN_0 W �O W �U W 63 ❑ p- W Ina_ w Fm ui .. Z_pF-.o,�ICJ WUm W O-zl LL Z-¢r I��Z¢y ❑aFOO$=-I�m❑m (p�¢ _O mFm m LL � Oa NQQQ�C',co ¢ W C7� W mc�C70 WwaZ¢mO wZ U Qw0�3pJmo C, W Z ¢ ❑J W O�FWC7¢U¢-Uamy2}W�❑❑O�J� omml-wa❑ZU�r�OyFZ �7z wlIyy����OC7OQaZ�Ojw�7�¢ Zmw-CZ=❑ ¢ W❑ O JaO[=[7�O�❑aoOmp U W w.m 630 2C„) >a U W J❑ � ggFQrQ Z QQ q W MC�u OtUt/�J}JQfh ¢ W �Z W LLJo ❑ Z w ZUZ Z¢wZOw JLLJ W M W CJ�H W (�J W �tA I=L Wo JUU1Qy ¢¢ U� ==Q UFy¢a F Z 5QQN a LLv u 51:1O Q F 0 a O U OR N UTILIZE EXISTING POLE/FOOTING Side wall Fog line. lV O rF S G M N Scale 1" =100ft O BERRY S I G N SYSTE M S UK Sign 1. j v c OI -Y w rJ j N r ' existing setback �J from outside edge f 8-4" ofsidewalk/PL I i� ro Scale: i 1" = 20' r n Sign 1 Footprint m 'a Cro 790+ Sq. Ft. Low ground cover/shrubs Sign 2. r u� iO ro Low ground l cover/shrubs �s 0- % o�d Sign Scale: sidewalk Footprint 1" = 20' Sign 3. l g Si n 3 1211-011 �_ �400 Sq. Ft. Footprint landscaping Low ground �! cover/shrubs TUC,t a •9 o i' se�b 14 Scale: SUBMITTED 1 =20 •—PL........ . I MAY 19 2017 CITY OF FEDERAL WAY CO'MMUNfTY DEVELOPMENT Job Name: CENTER PLAZA FEDERAL WAY Designer: M. Lee Job#: 116148 O Berry Sign Systems, Inc. All Rights Reserved ❑ APPROVED AS IS ❑ APPROVED W/ CHANGES AS MARKED Site Address: 2020 SOUTH 320TH ST FEDERAL WAY WA98003 Date: 10-20-15 REV 1 5.9.16 Page 4 of 4 Unauthorized use, reproduction, and ordispIayshaIIrender the! nfringerliableforupto DATEAPPROVED: Sales Representative: Warren Wissmer D#: CENTER PLAZA FEDERAL WAY 116148 $150,000in St at utoryDam ages, p I us attorneys fees and costs, for each infringement, under CLIENTAPPROVAL: 5002 Washington St Tacoma WA 98409 1 (425)776-8835 1 (800) 488-2430 1 Fax:(425)774-8221 &M the U.s.Copyright Act [17U.S.C.412Ft504] LANDLORD APPROVAL: SIGNATURE E-Mail: info@berrysignsystems.com Note: If this file has been printed or faxed it may be out of scale. Note: This Color Drawing is a simulation of the proposed colors and should be verified with actual materials, SIGNATURE UTILIZE EXISTING POLE/FOOTING rl. N f Scale 1" =100ft ,BERRY '3S I G N SYSTEMS _. ----- - - --� -i I T"' S Approved: L Z/ I tv *FINAL INSPECTION REQUIRED NEW SIGN/POLE/FOOTING 00 +t WNEW LOCATION, NEW LANDSCAPING match exis�g 10'setback - - MR - S 320th St OLD LOCATION 0 �117 �+t im Sign existing setback from outside edge8 of sid ewaik/pL + x 1 3 t a � Scale: a 1"=20' Sign Sign 1 Footprint �+ 790+ Sq. Ft. Low ground cover/shrubs I i f f O' � .9 44�� •� I r 616+ Sq. Ft. Low ground cover/shrubs 4 -PL a-• Sign 2 Scale: sidewalk Footprint 1 " = 20' I a iV rjsi ar I + Slgnt, — -- - - - ---- � .. 4 v 4 Sign 3 21'-0" � /400 Sq. Ft. Footprint landscaping Low ground cover/shrubs a m o V1 F ,' o sP 46 kE IvEr Scale: FEe 2 ,i 2Q16 1 " = 20' _- _ _ PL EDSERAL �V4y Job Name: CENTER PLAZA FEDERAL WAY Designer: M. Lee Job#: 116148 ® Berry Sign Systems, Inc. All Rights Reserved ❑ APPROVED AS IS ❑ APPROVED W/ CHANi Site Address: 2020 SOUTH 320TH ST FEDERAL WAY WA 98003 Date:10-20-15 Page 4of4 Unauthorized use,reproduction, and or display shall render the infringer liable for up to DATEAPPROVED: Sales Representative: Warren Wissmer D#: CENTER PLAZA FEDERAL WAY 116148 $150,000 in Statutory Damages, plus attorneys fees and costs, for each infringement, under CLIENTAPPROVAL: 5002 Washington St Tacoma WA98409 1 (425)776-8835 1 (800)488-2430 1 Fax:(425)774.8221usrtu the U.S.CopyrightAct[17U.S.C.412&504] LANDLORD APPROVAL- SIGNATURE E-Mail: info@berrysignsystems.com Note: If this file has been printed or faxed it may be out of scale. Note: This Color Drawing is a simulation of the proposed colors and should be verified with actual materials. NIGNAIUHt ® -0 D -0 � 00 M L :0 MM Cl) N p O � N 0 3 c N O rnm3 cno zN° McnQo rt O m U m ;U I m N 8'-10 3/4" FRONT ELEVATION WITH CAISSON FOUNDATION D SCALE: N.T.S. 299N.WEISTENNEEE LJC SUITE 101 KNOXVILLE, TENNESSEE 37919 PHONE: 865 584 0999 FAX: 555 5B4 5213 LOUIS J. CORTINA, P.E. slgn tlnp{npnnng. Ytme turAl u nOlnuunnq PROJECT: Federal Way, WA DRAWING TITLE: Center Plaza 2020 4"0X,226" �ONRY BASE BY OTHERS N\ tA k�, '�- NOTES 1.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS, 2.) SIGN CABINET AND CONNECTION BY OTHERS. * CLIENT - BERRY SIGN SYSTEMS * 2012 IBC * 110 MPH WIND SPEED, EXP. C * (1) POLE, (1) FOOTING 3'-0" FOUNDATION MAY BE ' ROUND OR SQUARE - � d � A' PLAN VIEW OF FOUNDATION �1 SCALE: N.T.S. RESUBMITTED APR 6'1 2016 CITY OF FEDERAL WAY CDS DRAWN BY: I CHECKED BY: COMM. NO. DATE: DRAWING NO. DLK DSA 160121.07 04/06/16 DWG. REV. # DATE DRAWN BY 1 9228 Op WIND DATA Wilding Code 2012 IBC Importance Factor, 1 1.0 Wind Load Criteria ASCE 7-10 Directionality Factor, Katxl 0.85 Wind Speed, V 110 mph Topography Factor, K,, 1-0 E xposu re Case goiv C Base Pressurr, y)n,/K, 15.9 psi Wind Pressure Override per Notes: 0 sf P ludsdiction Requirement GE0 M ETRY INPUT I n No. ul Pules I No. of Footings ] DEFLECTION ANALYSIS Damping NO%0 0.005 Derreilion Vintr tr/0 Natural Frequency, n, 3.79 Hz Dellection at 0.7•W 0.32 in Gust Effect Factor, G 08 Dofletttoo Ratio o% H/239 ASO Wlnd Load Factor "' 06 III Iandlng values in chore below are bnsed upon average K, values for each segment. Acluof values are calculated on hidden sheet using derived V-M equations. Chart is provided for information purposes only. (2) Wind directionality (K,) factor is 0.95 for Single Pole (Round) segments instead of OAS, The Cr volue from Fig. 6.21 has been increased by 0.9510.85 fo act4urir for this variation. (3) Wind pressures listed below have already been+ncfWpfied by the ASO Wind Load Factor, V. Section Location Type Height Width Horix. Offset Area Top El: Centroid K, G 4"d . SupFiortPoleLoads footing Loads Trlb. Fodor Shear Moment Trib. Factor Shear Moment t t s k! s k- t k! s k- t Base ngC Pate w 7 inot 3.50 8.17 29-3 3.6 1.B 0.85 IA9 15.9 1.0 O.S 0.8 1.0 0.5 O.8 2 Single Pole w/ Cabinet 2,00 8.00 I6-0 5.6 4.6 0.85 1.76 20.0 1.0 0.3 1.5 1.0 0.3 1.5 3 Single Pole wl Cabinet 0.83 8.90 7.4 6.4 6.0 0.85 1.88 21.4 1.0 0.2 1-0 1.0 0.2 1.0 4 None 0.0 6-d 6-4 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 5 None OO 6.4 GA 0.85 1.46 16.6 0.0 0.0 (10 0.0 0.0 0-0 6 None 0.0 6A 6.4 0-85 1-46 16-6 0.0 0-0 0-0 0-0 0-0 0.0 7 None 0.0 6A 6-4 0.95 1-46 16-6 Olt on 0-0 0.0 0.0 0.0 8 None 0.0 6-4 6-4 O.RS 1-46 16.6 0-0 0,0 0.0 D,0 0.0 0.0 9 None 0-0 6-4 6.4 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 ] Nona 0-0 6.•1 6-•1 0.B5 LdG 16.6 0-0 0 00 i} 0 0.0 Overall Height: 6.42 it Summation based upon overages above: 0.9 3.3 0.9 3.3 Ac fugl base reaction s be Fed up anV--M egmatlaor, 0.9 3.3 0.9 3.3 SUPPORT P DLE DESIGN SU M MARY lase Eleu Section Axis RBqulred Strength Values IASO) Allowabfo Stranglh Values (ASDI Unity Ratlus interactl�on Ratios Status I V, I M, 7 1 P I V I T P, V,/V, M,/M, T,/T, P,/P, P.M P•M-V-T e ki s N - kf - kl s kf r "A"',1 • ki s 0.00 HSS0.226 Strong 0.9 3.3 1.6 0.6 21.q 63 5.7 21.9 4.5% 51.5% 27.5% 2.1 S 5 -6% 618% 0-00 None Strong 0.9 3.3 1.6 0.6 0.0 0.0 0.0 0.0 0.0% o.09A 0.096 0.0% 0.0% 0.0% 0-00 None Strong 0,9 3.1 1.6 0.6 0.0 0.0 0.0 0.0 0,0% 0.0% 0.0% 0.6% O.o% 0.0% W D.00 None Strong 0.9 3.3 1.6 O.G 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.096 0.0% 0.0% 0.00 None Strong 0.9 3.3 1.6 0.6 0-0 0.0 0.0 0.0 0-096 0.0% 0.0% 0.0% QO% 0.015 i9 0,00 None Strom 0.9 3.3 1.6 0.6 0.0 0.0 0-0 0.0 0.0% 0.0% 0.06t 0.0% 0.0% 0.0% 0-00 None Strong 0.9 3.3 1.6 0.6 0.0 0.0 0-0 0.0 0-0% 0-096 0.OY 0.0% 0-0--A 0-0% 0.00 None Stroh 0" 3.3 1.6 0.6 0-0 0-0 0-0 0-0 011 % 0.0% 0-r196 awl; 0-0% 0.6,6 77 0.00 None ,jr.n 0.9 3.3 ].6 0-6 0-0 1 0.0 1 0.0 0.0 0.0% Do% 0.0% 0.0% 0.0% 0.0% W 0.00 None Strong 0-9 1 3.3 1 1-6 1 0-6 1 0-0 1 0.0 1 0.0 0.0 1 0.0% 0.0% 0.0% 1 0.0% 0,096 0-O% ELEMENT DESIGN LOCATIONS, LOADS AND DISPLACEMENTS Element Elev. Type V, M T, kips- kr - k1 P, 0,7'0 0.7r5 Element Lieu, Type V, M, T, P, 0.7'0 0,7.11 kips radiant !n s r k - 1 s reRinns !n 1 0.00 1 Base NOIC 0-9 3-3 1.6 0.6 0.0 0.0 3 0,00 ate ata 11.9 3.1 1,6 0.6 0.000 0.00 2 0-00 Match Plate 1 0.9 3.3 1.6 0.6 0.0 0.0 4 0.00 Torsion Tube 0.9 3.3 1.6 1 0.6 0-000 0-00 PLATE DESIGN SUMMARY PFale Dfmpnslons Bolts Status N B DNumber d" N'ar'BdD Material EmbednCalsson /VertCalSlabIn iiamete EmbedType Slz AWeldCircle !n In fn n frt in fn fn !n !n fn Rectangular Base Plate Circular Base Plate H Match Plate I (Lower) Match Plate I (Upper) Lj Match Plate 2 (Lower) Match Plate 2 (Upper) 11OUNDATION DESIGN SUMMARY Type 0}amelc width T6lcknes Length Death Volume Relnforcing Status CY ./ I Caisson 3.00 -- -- -- 4.75 1.24 1 OK Vertical Slab Spread 299 N. WEISGARBER LJC SUITE 101 KNOXVILLE,TENNESSEE EE 37919 PHONE: 065 584 0999 FAX: 865 584 5213 LOUIS J. CORTINA, P.E. elan engineering. structural engineering PROJECT: Federal Way, WA DRAWING TITLE: Center Plaza 2020 DESIGN SPECIFICATIONS: NOTES 1,) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. REFER TO SIGN COMPANY'S DRAWINGS FOR MORE DETAILS. ALL DESIGNS, DETAILING FABRICATION AND CONSTRUCTION SHALL 2•) SIGN CABINET AND CONNECTION CONFORM TO: BY OTHERS. 2012 IBC ACI AISC AMERICAN WELDING SOCIETY * CLIENT - BERRY SIGN SYSTEMS LOCAL BUILDING CODES & ORDINANCES * 2012 IBC CONCRETE: 2500 PSI @ 28 DAYS * 110 MPH WIND SPEED, EXP, C STD. STEEL PIPE SECTION: a ASTM A53 GRADE B (Fy=35 KSI), U.N.O. * (1) POLE, (1) FOOTING STEEL PIPE SECTION (> 20 D): ASTM A252 GRADE 3 (Fy=Q KSI MIN.) U.N.O. HSS ROUND SECTION: ASTM A500 GRADE B (Fy=42 KSI) U.N.O. HSS SQUARE/RECTANGULAR SECTION: ASTM A500 GRADE B (Fy=46 KSI) ANCHOR BOLTS: ASTM F1554 GRADE 36 U.N.O. (ALTERNATES GRADE 55 & 105) CONNECTION BOLTS: ASTM A325 THREADED RODS: ASTM A193 GRADE 87 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36 REINFORCING: GRADE 60 ASTM A615 PROVIDE A MINIMUM OF THREE INCHES OF CONCRETE COVER OVER EMBEDDED STEEL, THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT THE ENGINEER'S APPROVAL. WELDING ELECTRODES: E70XX ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF ASSUMED HORIZONTAL (PASSIVE PRESSURE) ASSUMED AT 100 PSF/FT OF DEPTH. ISOLATED LATERAL BEARING FOUNDATIONS FOR SIGNS NOT ADVERSELY AFFECTED A 1/2" MOTION AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS SHALL BE PERMITTED TO BE DESIGNED USING TWO TIMES THE TABULATED CODE VALUES. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED EARTH. FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED AND/OR CALCULATED PRESSURES, THE ENGINEER R SHOULD BE CONTACTED FOR RE-EVALUATION, ESUBMITTED EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE, WELDERS SHALL BE CERTIFIED FOR THE TYPE OF WELDING, ADEQUATELY BRACE POLE(S) UNTIL CONCRETE HAS SET UP FOR 14 DAYS, APR p 7 2016 GROUT UNDER BASE PLATES WITH NON -SHRINK GROUT. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS CITY OF FEDERAL WAY FURNISHED BY OTHERS. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, BY OTHERS. DRAWN BY: I CHECKED BY: I COMM. NO. DLK I DSA 1 160121.07 DATE: DRAWING NO. 04/06/16 DWG, REV. J! DATE DRAWN BY 2 28 f� SIGN 1. REFURBISH D/F MONUMENT WITH LED DISPLAYS QTY:1 SQ. FT: 48 Existing conditions Existing D/F monument sign with LED displays. Job Scope Sign 2. Remove and retain LED units on steel frame. Demo/remove remaining sign structure. Utilize existing pole/footing for new sign. Pour concrete pad/plinth for CMU/cultured stone. Manufacture and install one new D/F monument sign with push-thru cabinet, cap and LED displays. Arched top, reveals Aluminum construction. Paint two color scheme. Push-thru cabinet Aluminum construction. Paint one color. Routed faces with 1/2" push-thru acrylic. White illumination. LED displays Utilize existing Optec D/F units. Cultured stone Cultured stone overlay over (MU brick base overlay Color/brand TBD Installation Utilize existing 6" steel pole and footing. Material Colors E 39 Mp20158 Statuary Bronze Metallic 18 Mp21247 Guinea Gold Metallic Remove/re-use LED's - Demo/remove remaining sign structure. Utilize existing footing/pole for new sign M G BERRY SIGN SYSTEMS ILLUM. CABINETW/FACES - ATTACHMENT DETAIL O Aluminum cabinet t/n" x 2" LISTED angle iron — sign frame/socket LED illumination Lexan face Grounding lug/ wire ILL approved WABO cert. power supply welds Connect to existing "-On/off power source toggle switch UL This sign intended to he installed in a ordan with the requeemenu of Article 6n0 of the National Electncal Code and /or other applicaLle Incal codes LED MESSAGE CENTERS -ATTACHMENT DETAIL O WABO cert. welds f t/a" x 2" LISTEDangle iron Iim sign frame/clips LED MSSG CENTER ULapproved power supply Grounding lug/ t wire Connect to On/aff power source toggle switch { UL This sign intended to he installed in accordance with Me requirements of Article 600 of the National Elecvial Code and/or other applicahk local codex Proposed Installation Job Name: CENTER PLAZA FEDERAL WAY Designer: M. Lee Job#: 116148 Site Address: 2020 SOUTH 320TH ST FEDERAL WAY WA 98003 Date: 10-20-15 REV 1 5.9.16 Page 1 of 4 Sales Representative: Warren Wissmer D#: CENTER PLAZA FEDERAL WAY 116148 5002 Washington St Tacoma WA98409 1 (425) 776-8835 1 (800) 488-2430 1 Fax.(425) 774-8221 @ustEo E-Mail: info@berrysignsystems.com Note: If this file has been printed or faxed it may be out of scale. V-10 3/4" --v 6ff C 4441•1 te., r 2-4" 1t-6n "I I CMU brick base with cultured stone overlay © Berry Sign Systems, Inc. All Rights Reserved ❑ APPROVED AS IS Unauthorized use,reproduction, and ordisptay shall render the infringer liable for up to DATEAPPROVED; $150,000 in Statutory Damages, plus attorneys fees and costs, for each infringement, under CLIENTAPPROVAL; the U.S. Copyright Act [17 U.S.C. 412 B: 504] LANDLORD APPROVAL'. 2 -1 ❑ APPROVED W/CHANGES ASMARKED 5 Note: This Color Drawing is a simulation of the proposed colors and should be verified with actual materials SIGN 2. D/F MONUMENT WITH LED DISPLAYS QTY:1 SQ. FT: 48 Existing conditions Existing D/F monument sign with LED displays. Job Scope Sign 2. Remove and retain LED units on steel frame. Demo/remove remaining monument pole sign to grade. Cap pipe. Manufacture and install one new D/F monument sign with push-thru cabinet, cap and LED displays at new location at site. Arched top, reveals Aluminum construction. Paint two color scheme. Push-thru cabinet Aluminum construction. Paint one color. Routed faces with 1/2" push-thru acrylic. White illumination. LED displays Utilize existing Optec D/F units. Cultured stone Cultured stone overlay over CMU brick base overlay Color/brandTBD Installation New 6" steel pole and concrete footing at new location. Material Colors M 39 Mp20158 Statuary Bronze Metallic 0 18 Mp21247 Guinea Gold Metallic Remove/re-use LED's in new sign - Demo remaining sign/footing/pole to grade Center Plaza Vision Clinic 10' +/- 0 BERRY S I G N S Y S T E M S ILLUM, CABINET W/ FACES -ATTACHMENT DETAIL Aluminum l En cabinet Yi x 2" LISTEI angle iron °E tlLi sign frame/socket LED illumination Lexan face µ Grounding lug/ } wire ULapproved WABO cert. power supply Connect to existing I A 0 —On/off power sourr" toggle switch YL This sign intended to he installed in a cordon with the requirements of Y%,Ly Article 600 tithe Nanonal Electrical Code and/orother applicable In cal codes LED MESSAGE CENTERS -ATTACHMENT DETAIL WABO cetf—I 1/4"EL an xgle iron CIS �I an sign frame/clips - LED MSSG CENTER UL approved power supply Grounding lug/ wIre Connect to existing 0n/off urce to power soggle switch UL This sign Intended to he Installed in accordance with the requirements of Article 6.. of the National Electrical Code and /or other applicable local codes. L: 8'-10 3/4" .011 _. 7 -6" I CMU brick base with cultured stone overlay _ X-411 1t-6" I — 2'-1" 0, TO 'A- P`� 1 Job Name: CENTER PLAZA FEDERAL WAY Designer: M. Lee Job#: 1 16148 © Berry Sign Systems, Inc. All Rights Reserved ❑ APPROVED AS IS ❑ APPROVED W/ CHANGES AS MARKED Site Address: 2020 SOUTH 320TH ST FEDERAL WAY WA 98003 Date: 10-20-15 REV 15.9.16 Page 2of4 Unauthorized use,reproduction, andordisplayshallrender the infringer liable forLlpto DATEAPPROVED: Sales Representative: Warren Wissmer D#:CENTER PLAZA FEDERAL WAY 116148 $150,000 in Statutory Damages, plus attorneys fees and costs, foreach infringement, under CLIENTAPPROVAL: 5002 Washington St Tacoma WA 98409 i (425)776-8835 1 (800)488-2430 i Fax:(425)774-8221 l�uWM the U.S. CopyrightAct [17 U.S.C. 41Z Et 504] LANDLORD APPROVAL: SIGNATURE e-mait: intoLDerrysignsystems.com Note: If this file has been printed or faxed it may be out of scale. Note: This Color Drawing is a simulation of the proposed colors and should be verified with actual materials. 5I G N A FUJIF SIGN 3. D/F MONUMENT WITH PUSH-THRU CABINET QTY:1 SQ. FT: 12 Existing conditions Existing D/F monument sign with ilium. cabinet. Job Scope Sign 3. I Remove/dispose existing monument sign and brick base. + Manufacture and install one new D/F monument sign with push-thru cabinet and cap. Arched top, reveals Aluminum construction. Paint two color scheme. Push-thru cabinet Aluminum construction. Paint one color. Routed faces with 1/2" push-thru acrylic. White illumination. Cultured stone Cultured stone overlay over CMU brick base overlay Color/brandTBD Installation New 4" steel pole and new concrete footing/pad for cultured stone installation. Material Colors ■ 39 Mp201S8 Statuary Bronze Metallic ® 18 Mp21241 Guinea Gold Metallic Demo cabinet/brick base to grade (D BERRY SIG N SYSTEMS Proposed Installation ILLUM.CABINETW/FACES -ATTACHMENT DETAIL O Aluminum L cabinet —.. f '/o" x 2" LISTED angle iron sign frame/socket LED illumination Lexan face Grounding lug/ 1 wire i ULapproved WABDAexisting power supply welds Connect on/oR power, toggle switch This sign intended to be installed in accordance will the requirements of 71 . 7 "midi 600 of th, Na l—i Electrical Cod—d /or other applicable lucal codes. 4" Scale: 1 /2" = 1' � II 2.4II 2r_Ott 1 t_S1' 3 t-011 I 4 3,41 OP Job Name: CENTER PLAZA FEDERAL WAY Designer: M. Lee Job#: 116148 © Berry Sign Systems, Inc. All Rights Reserved ❑ APPROVED AS IS ❑ APPROVED W/ CHANGESAS MARKEE Site Address: 2020 SOUTH 320TH ST FEDERAL WAY WA 98003 Date: 10-20-15 REV 1 5.9.16 Page 3 of 4 Unauthorized use, reproduction, and or display shall render the infringer liable for up to DATEAPPROVED: Sales Representative: Warren Wissmer D#: CENTER PLAZA FEDERALWAY 116148 S150,000in Statutory Damages, plus attorneys feesandcosts, foreach infringement, under CLIENTAPPROVAL: 5002 Washington St Tacoma WA 98409 i (425) 776-8835 i (800) 488-2430 1 Fax: (425) 774-8221 SEX= the U.S. Copyright Act [17 U.S.C. 412 Ft 504] LANDLORD APPROVAL: SIGNATURE it -man: intofooerryslgnsystems.com Note: If this file has been printed or faxed it may be out of scale. Note: This Color Drawing is a simulation of the proposed colors and should be verified with actual materials. SIGMA f URE