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16-104278 , % 4 1 Sign City of Federal Way Permit #:16-104278-00-SG Community Development Dept 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax(253)835-2609 Project Name: CR FLOORS Project Address: 34323 PACIFIC HWY S Parcel Number:202104 9048 Project Description: Relocation of monument sign due to road widening. Owner Applicant Contractor C R FLOORS PLUMB SIGNS INC (ELECTRICAL 04) PLUMB SIGNS INC (ELECTRICAL 04) 34323 PACIFIC HWY S 909 S 28TH ST PLUMBSI077QS(11/10/17) FEDERAL WAY WA 98003 TACOMA WA 98409 909 S 28TH ST TACOMA WA 98409 Free Standing Sign Informa 'o,P Reg.# Sign Type Illuminated #Sign Setback Sign F 4lce Sign eight Base Landscape Faces (Ft.) Widt (F H�,,'_r t(Ft)I ( ) Height(Ft) Area(Sq Ft.) Sign A 0 Monument Yes 2 3.00 8.01 ,- 8.3(8.3( 4.00 200.00 Sign B 0 Other No )0 ' all Sign I formation Re # Si, Type Mut #Sign Sign Face Sign Face Building Faces Width(Ft.) Height(Ft.) Elevation Sign A 0 Other V17No East Sign B\0'a., Other/ No East Sign C I No East 9t 0 �er East isigal 1 E 0Other No East Sign ' 0 < V Other No East ` Additional Permit Information Compreh , ve Plan Designation Commercial Enterprise Zoning Designation CE PERMIT EXPIRES Tuesday, 11 April,2017 Permit Issued on Thursday,October 13,2016 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 nd the City of Federal Way. 10i2 /Owner or agent: ` Date: I J/` 6 , , . • . ,.„ • .. . ATHIS CARD IS TO REMAIN ON-SITE O Construction Ins 0 ENVYtion Record INSPECTION REQUESTS:(253)835-3050 PERMIT#: 16 104278 00 Address: 34323 PACIFIC HWY S Project: C R FLOORS FEDERAL WAY WA 98003 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. ❑ Footings/Setback(4110) 2❑ Final-Electrical(4055) 0 Final-Sign(4085) Approved to place concrete Approved Approved Date t2--I`1- (4i By Date By Date / ID Attachment(4010) Z4-e.` 1-'` CG"''`-- ` Approved By Date • 0 Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date ABY Date III , , 446,..., RECEIVED ,C11The O SIGN PERMIT • Federal WayAUG � a 2016 CITY OF FEDERAL WAY APPLICATION /,, /� CDS (J/ l PERMIT NUMBER / - / V 4 a 7 1? - 5 (3 TARGET DATE V) 7//6 SITE ADDRESS 3 5(33 i.0,90_,,,, i,C //i.e.) y ...5. BUSINESS NAME ON SIGN ?4 �.e o/L� ASSESSOR'S TAX PARCEL# 02 D oZ / O 9 - / O '5 1 ZONING DESIGNATION CI g ELECTRICAL INCLUDED(Attaching to existing J-box) 'r PROJECT VALUE $di,.(5-0 j) DETAILED PROJECT DESCRIPTION •404-4S 7 4 4 ( /17Q.4./.4e/yJ 7- /6x) A7` (J , 2.-ocu D.4' A,peroA,e7v, c.1-i6-r.l d1.iN6- /46V -ice DGc D-e) .e__..0 -.D Le,/D /iL.Jz- - r cam- SIGN OWNER: NAME PRIMARY PHONE C 4 -(-a02s ( )X 0.6 -AO 8L' MAILING ADDRESS FAX NUMBER 3 513.23 lP° j Fic Jrztf.1/ .3, - - - ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS e.e. /5tv zv/q 9/od.3 CONTRACTOR: NAME OFFICE PHONE 4-14,rJ,4- i/6-7L.6 PS3)5'73 -33,13 MAILING ADDRESS CELL PHONE 969 L_3 .a2crt .7 ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS 7 co,r7.9 wA 9f 509 ce4,v,v,L cgPA to v' j i6+,,5.CS-awl WA STATE CONTRACTOR'S LICENSE EXPIRATION DATE: FEDERAL WAY BUSINESS LICENSE: ,,cti.m ./a 7,GLS ,/•io ',7 /9 -9,. 53 ' fro-44 APPLICANT NAME _. PRIMARY PHONE .4 LG/Y>4 .....dGS ( ) - MAILING ADDRESS FAX NUMBER S f1-m.e-- i9i5 4-5o'/L, ( ) - CITY STATE ZIP CODE E-MAIL ADDRESS PROJECT NAME PRIMARY PHONE AAs- E-MAIL ADDRESS. CONTACT ee4,, ç_ .-iCE-y ( 2S3)Ii/73 3. 3 CO/v/we I".CLGi»,el5/biz. co M 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 authorized by the owner of the above premises to perform the work for which the permit application is made. SIGNATURE 17-#22-',24!,e-€ ...."--Zg--•-a_ DATE: _ / �/to PRINT NAME de/1/A/, c- ( )-t f AC PERMIT CENTER +33325 8"'AVENUE SOUTH+FEDERAL WAY,WA 98003-6325 +253-835-2607+FAX 253-835-2609+permrtcenter,a,c:tyoffederalway corn ei 411 PROVIDE THE FOLLOWING INFORMATION FOR EACH PROPOSED SIGN FREE STANDING SIGNS SIGN TYPE SIGN AREA ILLUMINATED? LANDSCAPING TOTAL BASE (Monument,Pedestal,Pole) (#of faces x 2) (square feet) HEIGHT HEIGHT A /77D.Vii -?1zocr7 i'xi"g a =mersot Iss /off' /a C SUBJECT PROPERTY'S FRONTAGE ON PUBLIC RIGHT OF WAY(LINEAR FEET): /Go BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA ILLUMINATED? BUILDING ELEVATION EXPOSED (Cabinet,Channel Letter,Awning,etc.) (N,S,E,W) BUILDING FACE A B C D E LARGEST EXPOSED BUILDING FACE(SQUARE FEET): EXEMPT SIGNS SIGN TYPE SIGN AREA SIGN HEIGHT NUMBER OF (Directional,Instructional,tenant panel,etc.) SIGNS E-1 E-2 E-3 E-4 E-5 Bulletin#IO2—May 3,2016 Page 2 of 3 k/Handouts/Sign Permit Application • DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES RESUBMITTED33325 8"'Avenue South CITY OF ' "►�*..�+' Federal Way,WA 98003-6325 253-835-2607;Fax 253-835-2609 Federal Way SEP 2 8 2016 www.crtyoffederalway.com CITY OF FEDERAL WAY CDS RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAW/NGS MUST BE CLOUDED. Project Number: Z_ - / Q I- Project Name: Project Address: 3 Y3, 23 /4?CiF,c iL c/ • Project Contact:al/M/4_ /Z'JFPhone: Q,23-3• -5173.333 X /3" RESUBMITTED ITEMS: #of Copies** Detailed Description of Item DDW ISO A- /TLs7 / - - 'y 4,1 c . -)6TH S .}D,)4b **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : Letter Dated: (Staff Member) OFF/CE USE ONLY RESUB#: Distribution Date: By: Dept/Div Name # Description Building Planning PW Fire Other Bulletin#129—January 1,2011 Page 1 of 1 k.\Handouts\Resubmittal Information w. www.plumosigns.com Please Note• I work Monday thruThursday 7 OOam-4 30pm, Fnday from 8 OOam-11.00 am IMPORTANT The contents of this email and any attachments are confidential.They are intended for the named recipient(s)only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof ----- Forwarded message From: Andrew Norton <Andrew.Norton@cityoffederalway.com> Date: Tue, Sep 20, 2016 at 7:35 AM Subject: 16-104278 To: "connie@plumbsigns.com" <connie@plumbsigns.com> Ms. Guffey: Here is my comment letter for the proposed signs at CR Floors. If you have any questions please feel free to contact me. 1. On page 1 there is no detail of what the base of the monument sign will be made of to support the stone. Please provide one. 2. Please provide a detail on how the base will attach to the tube steel. 3. Please provide a detail on how the upper cabinet will attach to the base and or tube steel. 4. What method will be used to protect the tube steel when placed into the concrete to prevent corrosion? The purpose of this plan review is to verify code compliance, to the extent possible and reasonable, given the information provided on the plans and the city's plan review resources and capabilities. In no way does any city approval constitute a guarantee of code compliance; authorize any work in violation of any applicable codes; or relieve the owner of responsibility for complying with pertinent codes and ordinances. There can be no guess work on the part of the plans examiner, building inspector or the contractor. All details must be adequately shown in the plans and all gravity loads and attachment methods used must be evaluated and detailed by the EOR. Please provide 2 sets of the corrected drawings, and a completed resubmittal form. Please submit the plans in the original submitted format and please cloud all revisions. Please include my comment letter with your written responses. Plans requiring engineering must be stamped by the engineer and be accompanied by the engineer's calculations. I will review the resubmittal as expediently as possible. Further corrections may be necessary as a result of submitting additional information. If you have any questions, please call me at 253-835-2639. Andrew Norton Building Inspector/Plans Examiner Community Development Department trrr Federal Way Al> CONSULTING ENGINEERS PLLC CIVIL ENGINEERING SIGN FOUNDATION ANALYSIS RECEIVED AUG 3 0 2016 CITY OF FEDERAL WAY AUGUST 26,2016 CDS APCE PROJECT#2016028 PREPARED FOR: eatEP4�C CR FLOORS SIGN FOUNDATION of w , 34323 PACIFIC HIGHWAY SOUTH � 1R'', �. FEDERAL WAY,WA 98003 , h , /j AT THE REQUEST OF: �• v o 4 s j.E4it t �e PLUMB SIGNS,INC. ass''ioNAL�'� 909 SOUTH 28Th{STREET TACOMA,WA 98409 AEPau1@APConsultingEngineers.com (253)347-0887 PO Box 162,Auburn,WA 98071 /L\PCONSULTINGE, 12-3 ,�_�f 1. N _ ,,,�,<1__ ENGINEERS I HFF T N!r OF • CIVIL ENGINEERING �,(1 AL(.UlAtFI>d0 DATE $2ty/2,Q, APCEtrJAPConsulungEngir eers corn i15 1>0'9N" P"F'•'h 4UFOA1 10>f CHECKED R I DATE __ ;CAI I SPECIAL INSPECTIONS REQUIRED COMPONENT OF SIGN SUPPORT REQ'D JUSTIFICATION IBC SECTION CONCRETE STRENGTH NO >2,500 PSI STRENGTH NOT REQ'D 1705.3,EXCEPTION 2.3 CONCRETE REINFORCEMENT NO >2,500 PSI STRENGTH NOT REQ'D 1705.3,EXCEPTION 2.3 BOLTS AND ANCHORS NO NONE PROPOSED IN ENGINEERING FIELD WELDING NO NONE PROPOSED IN ENGINEERING SPECIAL INSPECTIONS ARE NOT REQUIRED FOR CONSTRUCTION OF A MINOR NATURE OR,AS WARRANTED BY CONDITIONS IN THE JURISDICTION,AS APPROVED BY THE BUILDING OFFICIAL 8'-0" 6"0x0.280"THK STEEL PIPE 1'-6"TYP 12'-0" ,VA 2'-0"TYP A OLMIN 3"CLR (2)#4's (TYP) 1-..r ,.=, i \ice\ I 5'-0"MIN \\-?),_\2� a 1�=�\ ` 3"CLR \ `\ \\\=-=-\--\\ \\;,fit 3"CLR(TYP) 4'-0"x4'-0" FOUNDATION THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL LATERAL BEARING PRESSURES TAKEN FROM TABLE 1806.2 OF THE 2015 IBC AND SOIL TYPES BASED ON THE KING COUNTY SOIL SURVEY. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO REFLECT ACTUAL SITE CONDITIONS. D >RODU, f I), Al,CONSULTING ENGINEERS PLLC Job No.2016028 8/26/2016 • PO Box 162,Auburn,WA 98071 PROJECT NAME: CR FLOORS SIGN FOUNDATION 34323 Pacific Highway South,Federal Way,WA 98003 SCOPE OF WORK: Determine the column and footing requirements for the sign subject to static wind loading per the 2015 International Building Code and ASCE 7-10. All sign matenal and connections to column by others. DESIGN CRITERIA: Basic Wind Speed: V= 100 MPH ASCE 7-10 FIGURE 26.5-1C Exposure Category: B ASCE 7-10 SECTION 26.7 3 Total Height of Sign: 12 FT Nominal Height of Atmospheric Boundary layer: z = 1200 FT ASCE 7-10 TABLE 26.9-1 Power Law Exponent. a= 7 ASCE 7-10 TABLE 26.9-1 Exposure Constant z,,,,,,= 30 FT ASCE 7-10 TABLE 26.9-1 Turbulence Factor: c= 0.3 ASCE 7-10 TABLE 26.9-1 Integral Length Scale Factor: 1= 320 FT ASCE 7-10 TABLE 26.9-1 Integral Length Scale Exponent: e = 0.33 ASCE 7-10 TABLE 26.9-1 Mean Hourly Wind Exponent. a,,,,= 0 25 ASCE 7-10 TABLE 26.9-1 Mean Hourly Wmd Factor: b,,,e= 0 45 ASCE 7-10 TABLE 26.9-1 Penod Coefficient C = 0.02 ASCE 7-10 TABLE 12.8-2 Penod Coefficient: x= 0.75 ASCE 7-10 TBLE 12 8-2 Approximate Fundamental Penod: T = 0.13 SEC ASCE 7-10 Eqn.128-7 DESIGN LOADS: Top Sign: Height: 12 FT Width: 8.00 FT Point of Wind Load Application: 6 00 FT Sign Area: A1 = 96.0 FT2 Velocity Pressure: qh=0.00256KhK„KdV2 ASCE 7-10 Eqn.29.3-1 Exposure Coefficient: Kh= 0.57 ASCE 7-10 TABLE 29.3-1 K„= 1.0 ASCE 7-10 SECTION 26.8&FIGURE 26 8-1 Kd= 0.85 ASCE 7-10 TABLE 26.6-1 qh= 12 5 LB/FT2 Gust Factor G=0 925(1+1 7g0I,Q)/(1+1.70,) ASCE 7-10 Eqn.26.9-6 Intensity of Turbulence: I,= 0.305 ASCE 7-10 Eqn.26.9-7 gQ= 3.40 ASCE 7-10 SECTION 26.9.4 g„= 3 40 ASCE 7-10 SECTION 26.9.4 Equivalent height of structure z,,,= 30.0 ASCE 7-10 SECTION 26 9.4 Background Response: Q= 0 948 ASCE 7-10 Eqn.26.9-8 L,,e= 310.0 ASCE 7-10 Eqn.26.9-9 Rigid Gust Factor: G= 0 894 Clearance Ratio:Height /Heighti= 1 000 ASCE 7-10 FIGURE 29.4-1 Aspect Ratio. Width,,8,,/Height„g„= 0.667 ASCE 7-10 FIGURE 29.4-1 Net Force Coefficient C = 1.52 ASCE 7-10 FIGURE 29.4-1 Design Wind Force: F=g5GCA = 1628.7 LB ASCE 7-10 Eqn.29 4-1 Overturning Moment: 10750 LB-FT ASCE 7-10 FIGURE 29 4-1 Bottom Sign: Height: 1 FT Width 0.00 FT Job No.2016028 AP CONSULTING ENGINEERS PLLC 8/26'2O16 • PO Box 162,Auburn,WA 98071 Pomt of Wmd Load Application: 0 FT Height of Top of Sign Above Grade- 1 FT At-bottom= 0 FT2 Velocity Pressure: qh=0.00256KhK„KdV2 ASCE 7-10 Eqn.29.3-1 Exposure Coefficient: Kh= 0.575 ASCE 7-10 TABLE 29 3-1 K = 1 ASCE 7-10 SECTION 26 8&FIGURE 26.8-1 K4= 085 ASCE 7-10 TABLE 26.6-1 qh= 12.5 LB/FT2 Gust Factor- G=0.925(1+1 7g0I,Q)/(1+1.70,) ASCE 7-10 Eqn 26.9-6 Intensity of Turbulence: I,= 0.305 ASCE 7-10 Eqn.26.9-7 gQ= 3.40 ASCE 7-10 SECTION 26.9 4 g„= 3.40 ASCE 7-10 SECTION 26.9 4 structure: z ,,= 30 ASCE 7-10 SECTION 26.9.4 Background Response: Q= 0.995 ASCE 7-10 Eqn.26.9-8 L, = 310.0 ASCE 7-10 Eqn.26.9-9 Rigid Gust Factor: G= 0.922 Clearance Ratio:Height„sn/Heightt,,,,,i= 1.000 ASCE 7-10 FIGURE 29.4-1 Aspect Ratio: Width /Height = 0.000 ASCE 7-10 FIGURE 29.4-1 Net Force Coefficient: C,= 1 80 ASCE 7-10 FIGURE 29.4-1 Design Wmd Force: F=ghGC,A,= 0.0 LB ASCE 7-10 Eqn.29.4-1 Overtummg Moment: 0 LB-Fr ASCE 7-10 FIGURE 29.4-1 Columns: Number of Columns 1 Column Type(TS or Pipe). Pipe Section Size: 6"x0.280"THK Column/Cladding Width• 96.0 IN Honzontal Projection: 96.0 IN Centroid of Column: 0 FT Height of Column Above Grade. 0.000001 FT Total of Column Areas: 0.0 FT2 I: I= 26.5 IN' Modulus of Elasticity: E= 29000 KSI Stiffness: k= 1334.20 K*IN2/FT' Velocity Pressure: qh=0.00256KhK,iK4V2 ASCE 7-10 Eqn.29.3-1 Exposure Coefficient- Kh= 0.575 ASCE 7-10 TABLE 29.3-1 K„= 1 ASCE 7-10 SECTION 26.8&FIGURE 26 8-1 K4= 0.85 ASCE 7-10 TABLE 26.6-1 qh= 12.5 EB/FT2 Gust Factor: G=0.925(1+1.7gQI,Q)/(1+1.7g„I,) ASCE 7-10 Eqn.26.9-6 Intensity of Turbulence: I,= 0.305 ASCE 7-10 Eqn 26.9-7 gQ= 3.40 ASCE 7-10 SECTION 26 9.4 g = 3.40 ASCE 7-10 SECTION 26 9.4 Equivalent height of structure: z,„= 30 ASCE 7-10 SECTION 26.9.4 Background Response: Q= 0.948 ASCE 7-10 Eqn.26.9-8 L,,,,,,= 310.0 ASCE 7-10 Eqn 26.9-9 Rigid Gust Factor: G= 0 894 Clearance Ratio:Height /Height ,,i= 1.000 ASCE 7-10 FIGURE 29 4-1 Aspect Ratio Width„1.,,/Height„K„= 8000000.000 ASCE 7-10 FIGURE 29.4-1 Net Force Coefficient- C,= 1.30 ASCE 7-10 FIGURE 29.4-1 Design Wind Force: F=ghGC,A,= 0.0 LB ASCE 7-10 Eqn.29 4-1 Overturning Moment. 0 LB-FT ASCE 7-10 FIGURE 29 4-1 TOTAL OVERTURNING MOMENT- 10750 LB-FT TOTAL WIND FORCE. 1629 LB HEIGHT OF RESULTANT FORCE 6.60 FT • AP CONSULTING ENGINEERS PLLC Job No.2016028 8/26/2016 • PO Box 162,Auburn,WA 98071 STEEL COLUMN DESIGN: • AISC Section ASTM A 500,Grade B F4= 36 KSI Second Moment of Area I= 26.5 IN4 S= 7.99 IN' Fh=0.66*F,,*4/3= Fh= 31 68 KSI M(base) 10750 LB-FT,each column fh= 1614 KSI < 31 68 KSI OK Deflection at Top d= 0.26 IN Deflection Ratio=Height/ 546 > 150 OK Torsion Design ASCE 7-02,Figure 6-20,Note 3,Case B Applied Torque= T= 2606 LB-FT Outside Diameter= rot„„„,,= 2.25 IN Torsion Constant= J= 52.9 IN4 Maximum Shear Stress= t = 1.33 KSI < 31.68 KSI OK FOUNDATION DESIGN: Lateral Bearing Pressure: 150 PSF/FT IBC TABLE 1806.2 Allowable Increase 2.0 x IBC 1806.3.4 CONSTRAINED: d2=4.25[M4/(S;b)] NONCONSTRAINED: d=0.5A(1+[1+(4.36h/4/2} Combined Footing? No Shape of Footing. Square Length. 4.00 FT Width 4.00 FT b= 5.66 FT Allowable Lateral Pressure: St= 425.7 PSF S,= 1277.1 PSF A=2.34*F/(S,*b)= A= 1.58 Nonconstramed Depth of Footing: d= 4.26 FT STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project,including all excavation procedures. The Contractor shall provide adequate lagging, shoring,bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. All information shown on the drawings relative to existing conditions is given as the best present knowledge,but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Modification of design drawing details shall not be made without written approval of the Engineer. Provide vertical support and lateral bracing for electrical and mechanical equipment per the applicable code requirements. DIVISION 1 -GENERAL REQUIREMENTS 01412 BUILDING CODES International Building Code (IBC) 2015 Edition. Washington State Building Code (Washington Administrative Code (WAC) Chapter 51-30) 01415 DESIGN LOADS AND CRITERIA WIND: Basic Wind Speed: 130 mph Exposure: B FOUNDATION: Allowable Soil Bearing Capacity (DL+LL): 1,500 PSF Soil Passive Pressure: 100 PCF 01455 TESTING AND INSPECTION All special inspection and testing shall comply with IBC Sections 1701, 1703, 1704, and other applicable building code sections and are in addition to the inspections made by the Building Official under Section 110. Special inspections are required for the following work: Earthwork: Construction of drilled piles or caissons Concrete: Placement of reinforcing steel,concrete placement and taking of concrete cylinders, where inspection is required by Section 03300 Placement of anchor bolts, where noted on plans Installation of adhesive anchors Field Welding: Reinforcing steel Structural and miscellaneous steel Installation of high-strength bolts Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The Contractor shall coordinate special inspections as well as standard building inspections with the construction schedule and is responsible for facilitating access to areas to be inspected. Special inspectors and testing laboratories shall be approved by the Building Official, and shall be certified by the Washington Association of Building Officials (WABO), if required by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications. The special inspector shall furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor for correction and also to the Building Official and the Engineer. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per IBC Section 1703.6 are required unless fabricator meets the requirements in Section 1704.2.5.2. DIVISION 2 -SITEWORK 02315 EXCAVATION AND FILL All footings shall bear on undisturbed ground or structural fill and shall be a minimum of 18 inches below grade unless noted otherwise on the drawings. Foundation excavations shall be examined and approved by the Engineer -or a testing laboratory approved by the owner- and the Building Official prior to the placement of any reinforcing steel or concrete. Material for filling and backfilling shall consist of the excavated material and/or imported borrow and shall be free of organic material, construction debris,cobbles, or other debris. Fill and backfill shall be deposited in layers not to exceed 8 inches thick for heavy equipment and 4" thick for hand operated equipment. The fill shall be properly moistened to approximate optimum requirements and thoroughly rolled or compacted with approved equipment in such a manner and extent as to produce a relative compaction of 95% of maximum dry density for optimum moisture content as determined by ASTM D 1557. Each lift shall be tested for compliance with compaction requirements by an approved laboratory. See Section 01455. Hand tampers shall weigh at least 50 lbs. each and shall have a face area not in excess of 64 square inches. Hand tamper may be operated either manually or mechanically and shall be used only where larger power driven compaction equipment cannot be used. DIVISION 3 -CONCRETE 03210 REINFORCING STEEL Concrete reinforcing steel shall be deformed bars conforming to ASTM A 615, Grade 60 (or A 615M-96a,Grade 420), made from new billets. Reinforcing to be welded shall be Grade 60 (Grade 420)with a Carbon Equivalent (CE) of 0.55 or less, or ASTM A 706 (or A 706M-96b). Do not use epoxy-coated reinforcing unless noted. Bars marked with metric sizes as shown below conforming to the metric specifications and grades shown above may be substituted for the bars shown on the drawings. Bar spacing, embedment and lap lengths, reinforcing cover,bends, and hooks remain the same. Fabrication and placement of reinforcing in concrete shall conform to IBC section 1907. Lap all reinforcing bars at all splices, corners, and intersecting walls per table below (unless noted otherwise): Concrete Strength (PSI) 2,000 3,000 4,000 5,000 6,000 Top Other Top Other Top Other Top Other Top Other #3 (#10) 27 21 22 17 19 15 17 13 15 12 #4 (#13) 35 27 29 22 25 19 22 17 20 16 #5 (#16) 44 34 36 28 31 24 28 22 25 20 #6 (#19) 53 41 43 33 37 29 34 26 31 24 #7(#22) 77 59 63 48 55 42 49 38 45 34 #8 (#25) 87 67 72 55 63 48 56 43 55 43 #9 (#29) 98 76 81 62 71 54 63 49 57 44 Use "TOP" reinforcing values for horizontal bars with more than 12" of concrete below them in the casting position. Lap lengths (in inches) are based on normal weight concrete (in PSI) and a minimum 2 db spacing and 1 db cover (per ACI 318-14). The sizes shown (#xx) are the corresponding metric bar sizes. Minimum cover over reinforcement,unless noted otherwise: Concrete placed on earth: 3 inches Concrete exposed to earth or weather: 2 inches Other conditions (UNO): 1-1/2 inches Reinforcing steel welding shall be performed by WABO certified welders and shall conform to IBC Sections 1901.2 and AWS Welding Code D1.4-2011 with modifications. Reinforcing shall be securely tied in position prior to concrete placement. Reinforcing shall be supported on chairs or slab bolsters (with distribution plates if required) or concrete dobies prior to concrete placement. Support spacing shall not exceed 10 feet in each direction. 03300 CAST-IN-PLACE CONCRETE All cast-in-place concrete shall meet the following requirements: Quality of concrete shall be determined by IBC Section 19. Minimum 28 day compressive strength shall be 2,500 PSI unless noted otherwise on the drawings or these notes. Use 5-1/2 94 LB sacks per yard of Type I cement with 6.6 gallons of water per sack of cement or submit mix design to the Engineer for review. See Section 01330. Slump shall be 4 inches plus or minus 1 inch. Use Type I-A cement where air entrainment is required. All methods and materials per IBC Chapter 19. Water-reducing admixtures conforming to ASTM C 150 may be incorporated in the concrete design mixes and be used in strict accordance with the manufacturer's recommendations, subject to Engineer's approval. An air-entraining agent conforming to ASTM C 150 shall be used in all concrete mixes • for slabs and other flatwork to be exposed to weather. The amount of entrained air shall be 5% plus or minus 1% by volume. Calcium chloride or other water-soluble chloride ion admixtures conforming to ASTM C 1218/C may be used in concrete not exposed to the weather and in unreinforced concrete. In any case the maximum chloride content of the concrete may not exceed the limits specified in ASTM C 318. Other types of accelerating admixtures may also be used. All admixtures shall conform to ASTM C 618 Type C or F. Special inspection and testing is required for all reinforced concrete except for foundation concrete with a designated compressive strength not exceeding 2500 PSI and nonstructural slabs on grade. For each class of concrete where testing is required, the special inspector shall take not less than one set of three cylinders for each day of concrete placement, or for each pour, or not less than one set for each 150 cubic yards of concrete, or not less than one set for each 5,000 square feet of surface area for slabs or walls. Anchor bolts, dowels, and other embedded items shall be securely tied in position prior to concrete placement. Do not add water at site. Maximum drop during placement is three feet. Consolidate concrete with a mechanical vibrator as required. All exposed surfaces shall receive a steel trowel finish unless noted otherwise. Do not dust surfaces with dry cement to remove water. Concrete shall be maintained in a moist condition for a minimum of five days after placement or sealed with a curing compound applied in two coats at right angles. Follow manufacturer's application instructions and do not exceed recommended coverage. Keyed construction joints shall be used in all cases except slabs on grade. All construction joints shall be thoroughly cleaned and all laitance shall be removed. All vertical joints shall be thoroughly wetted and slushed with a coat of neat cement immediately before placing new concrete. Pipes other than electrical conduits shall not be embedded in structural concrete except where specifically approved. Do not embed aluminum conduits and sleeves in concrete. 03605 NON-SHRINK GROUT Non-shrink grout shall have a minimum compressive strength of 5,000 PSI. Use non- metallic type in exposed conditions. Install per manufacturer's recommended procedure. DIVISION 5 -METALS 05120 STRUCTURAL STEEL Materials,fabrication and erection of structural steel shall conform to IBC Chapter 22 and the AISC 360-10 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless noted otherwise: Structural shapes: ASTM A 36 Bars and plates: ASTM A 36 Pipe: ASTM A 500,Grade B,Standard Weight Structural tubing/HSS: ASTM A 500, Grade B Bolts: ASTM A 307 High-Strength Bolts: ASTM A 325,where noted Nuts: ASTM A 563 Washers: ASTM F 436 Filler metal: E70XX Substitution of other materials requires approval of the Engineer. Galvanizing of structural shapes and fabricated parts shall be done in accordance with ASTM A 123, after fabrication. Galvanizing of threaded parts, bolts,nuts, and washers shall be done in accordance with ASTM A 153. Welding shall be performed only by WABO certified welders and shall conform to AWS D1.1 and AISC specifications. E70T-4 weld material is not permitted. Minimum fillet weld size shall be 3/16" unless noted otherwise. Field welds shall have special inspection per IBC section 1705.2. Reinforcing steel welding to structural steel shall conform to AWS Welding Code D1.4- 2011 with modifications. Provide 3/4" diameter air relief holes© 12" OC each way in the horizontal surfaces of all embedded bearing plates and angles over 6" in width, when they are above the bottom of the concrete member in the casting position. , . IP CpportunIty:CR FLoors X illp Opportunity:NST Fife- X 1.Contact Lori Noga-Sa xell!34323 Pacific Hwy S-a X GlillagiS' - 0 X 4- e ñ I https vvww.google.comfmaps/place/34323+Pacific+i-Ary+S,+Federal±Wayr+WA-0-98003/447,2937601,-122.3156ti9,110ni/data='3m1!1e3Arn5!3m4risOx549057b8td8366d7:0xa9c5fb92d593bbc9!8m2!3d47.2938't;? )5 0 I* El r'iii El = Apps 1:2:1 Salesforce C EchoSign Electrontc 1-,-; Sales and use tax re, EA PWIA Home tat Journey Level Rates ,,,, - 7ennr Optical-Eyeg ‘..:6. I-:ubSpot AP CRM and Cloud Cor I-!) vAivw.bcd.oregon.gc 4.3 zerys bldg writers HI Signage Librzry--r-' ' AZI Payroll Calculator I T. ich,tpu n Li Other bookmarks - 7., v I . :1 AIM. ... 1iv . ..: ''. 1 „,,44:,-' , 7.411 y ,..'s• - , . 1 ..,-..,...„, •:•'' II t"--- •••• . •7:. ' . - -or all 0 ilLi I i I 03 ,::',-'4-,••44,, I ,t MININIMION 1 041 1 .0: Ai i les 7... ; / ,„i, IL* ,, Art.T., ,.. 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'''' r -1: „, i ., . - , - , ....„ ' * I l- ' t-"':/•:g:i;'''' . *.c*--.17- ' 4 ' ' 1 i ” ' - ii. 44 C ,. :. // , ..0 , CIL) 4s,‘ ) Federal Way, 98003 RECEIVED TPN: 202104-9048 Zoning: CE AUG 3 0 2016 •• " •• „„ , , 1;3 i:., , , , i // Gib: '''' - -."-.). ' . 1 o 6 0 .. ' _ _. I 1 co ii -. •Iirt.''t. ' ,, _ i MD AP •Ns..-4. CITY OF FEDERAL WAY o n ? , . . . .761 it/Vig. '' k .... 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O er__ V c, ! ;q err •••••••••=1111,r64 ill!. w....y� .11,ft %it.. lak vo. ' 1;4 jr ,. 1 1 t'' 1 10, i • _ m. J 44 ci fi ,, 11 FC + X?. $ 41._____ .k •ik • \ - ' . , :I”' i • r 0. I • pVA - CURRENT SIGN LOCATION 96.0 in 24.0 in 14.0 in 9 s Y - J 7--)\ RlM•. . .� y LOORS ,, �✓ ' LOORS L■i�_'ir . 64.0 in " ,_ 96.0 in Builder Design enter Showroom i .,.* �' ,� ul.. i�' 40.: ' k f 4 ,- • Stone • Woo I •Nile • Carpet , . . 1 c ,der `�f SOUTH 344TH ST&PACIFIC HIGHWAY may) �,{ an " 4. Install CMU block backupfor the stone, this is a non-structural component that 30.: in a will sit on the footing/pad. Block size will be about 2" smaller than the finish size of the stone around the building. 44 02 7�8 .,5 7.� ceJ/1"-L LE .mB�h D�.D /..r co,ici-v-E- '14 k A,q.Sf GeW Au gf ,gtt<�T r9Qa ,mob f.c , —�--- T .--_ ii, maw �..•r:- 4 Q► REBURBISHED D/F CABINET WITH NEW MASONRY FOUNDATION/MONUMENT _ 1+ •��_MOM = QTY:1 umI ° j_+,.. 5 1� ,..7"---r-----'—ctREMOVE EXISTING SIGN CABINET PRIOR TO ROAD CONSTRUCTION p �� _■a --1--,,=. SCRAPE,PRIME,AND PAINT EXISTING CABINET(DURANODIG 48.0 i i ,,____ FABRICATE AND INSTALL NEW MONUMENT FOUNDATION - — -LEDGERSTONE FACE 96"x 54"x 24"(FINISH TBD) It s .L 1 EXACT LOCATION OF INSTALL TBC ;_„.� a,. .---� -ELECTRIC CONNECTIONS FOR LIGHTED CABINET SIGN + - ° +�" �'y�r ., ft_ I FABRICATE NEW WHITE LEXAN PANELS FOR EACH SIDE OF D/F CABINET -INSTALL REFURBISHED CABINET TO NEW MONUMENT ir J ' "I'r _'1 4 }s } f. + s ' -1.75"RETAINER&SEPARATION BAR(PAINTED DURANODIC) _ _ -TRANSLUCENT DIGITAL PRINT VINLY APPLIED-TOP PORTION(COLORS TBD) .Z-7 I _ • �')( r x ' °'b � SG/ -L.e : '% I ' -BOTTOM POTION LEFT BLACK FOR FUTURE TEN¢QI�SU BMI I I �D L' �p O ,� ` `� • e_ON�Q�T& ,/3, EXISTING ILLUMINATION K G /' SSE ) .yo '7'iP1 SEP 28 2016 A') N �y �� Co,l,a,Vz�7 6 p ��� CITY OF FEDERAL WAY fL�p5�� �.' .:1.51.1 new sign location wil be in asphalt and we will have to run power over about 6 from existing location. CDS - I°ee�,9t_.4��D ,,J � l' XY• )1 s° ( ?) 00 • • poo-vi 4 DESIGN ;PROJECT • INSTALL LOCATION I APPROVED BY/DATE PWNIR SIGNS,INC g (SALES , SCALE SHEET • • vp��b so9s°A,WA"ST MICHELLE PRYNNE 1"=r i OF 1 23255-2253 i CR FLOORS INC 34323 PACIFIC HWY SOUTH, FEDERAL WAY,WA 98003 y TacawA WA i F . TELN ZSR'}3 3 DRAWN BY I START DATE UPDATED PROPRIETARY AND CONFIDENTIAL:THE INFORMATION CONTAINI IN THIS DRAWING IS THE SOLE PROPERTY OF PLJMB SIGNS.ANY REPRODUCTION IN PART OR AS A WHOLE,WITHOUT THE WRITTEN PERMISSION OF PLUMB SIGNS IS PROHIBITED.COPYRIGHT©2016 PLUMB SIGNS,INC. FAX#253-472-3107 I JAMEY CARTER � 25.FE8.2016 • 4 • A p CONSULTING Oe — ENGINEERS� L SHEET NO OF CIVIL ENGINEERING p -_ '1 /24!�._ CALCULATED ar _.—''}��.--- .-----—_ _..--_ DATE_—1 _ ___.. PLL,cA,,onsuLiNengineers.orr ,--O BOX 16F.,AUBI°RN.RA ABA/; CHECKED BY__.___--.`... ___....... --_.... DATE —_--- SCALE SPECIAL INSPECTIONS REQUIRED COMPONENT OF SIGN SUPPORT REQ'D JUSTIFICATION IBC SECTION CONCRETE STRENGTH NO >2,500 PSI STRENGTH NOT REQ'D 1705.3,EXCEPTION 2.3 CONCRETE REINFORCEMENT NO >2,500 PSI STRENGTH NOT REQ'D 1705.3,EXCEPTION 2.3 BOLTS AND ANCHORS NO NONE PROPOSED IN ENGINEERING FIELD WELDING NO NONE PROPOSED IN ENGINEERING SPECIAL INSPECTIONS ARE NOT REQUIRED FOR CONSTRUCTION OF A MINOR NATURE OR,AS WARRANTED BY CONDITIONS IN THE JURISDICTION,AS APPROVED BY THE BUILDING OFFICIAL. 14•VC., WA6 -I 6"0x0.280"THK ktQovf 0A5 N-t• 7 T ' STEEL PIPE 1'-6"TYP -- �7- _ Boz 01-•xa7"x `ii'., MIN 3" CLR /9Ndrht zotczti) (2) s (TYP) 7 ' .57/244aT uQ --�-I- \ J2----)51-011 MIN 1�� 3" CLR \j%\��=%_\. ‘ ` 3" CLR(TYP) 11\x.'\�\„- 4'-0"x4'-0" FOUNDATION THIS SIGN FOUNDATION ANALYSIS IS BASED ON SOIL LATERAL BEARING PRESSURES TAKEN FROM TABLE 1806.2 OF THE 2015113C AND SOIL TYPES BASED ON THE KING COUNTY SOIL SURVEY. IF SITE CONDITIONS DIFFER FROM THESE ASSUMPTIONS, THE ENGINEER MUST BE NOTIFIED SO THAT THE ANALYSIS MAY BE UPDATED TO REFLECT ACTUAL SITE CONDITIONS. I