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BU P2020-00109 I / 14-1 111-71eN STRUCTURAL CALCULATIONS CULLUMBER ENGINEERING For ikL) c1CSiL]F'1 U'L Burger King: Tigard, OR RECEIVED APR 15 2020 (Remodel) BUILDING ��GAHD DIVISio Client: PM Design Group Project Address: 11539 SW Pacific Way, Tigard, OR 97223 Homeowner: Burger King Project Number: CR121719 Purpose: Structural Engineering for Remodel Date: 3/19/2020 C Engineer: D. Goretoy, E.I. OFFIQL �d4-, t EOR: Wesley Cullumber, P.E. I I 1 The design calculations contained herein have been prepared by or under the direction of the following Registered Civil Engineer: OFFICE CO WFICE COPY ����p P ROFFS\ \*� , s c, I N Ee /off ( 94136PE IOREG9N ' / 44‘05,1, er..4 I Wesley Cullumber, PE CullumberEng.com wcullumber@CullumberEng.com 916-251-9798 I /,)y•Fr4— STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 Table of Contents 1. DESIGN CRITERIA 2 PROJECT APPROACH 2 DESIGN VALUES 2 CODE REFERENCES 3 2. SEISMIC ANALYSIS 4 3. WIND ANALYSIS 5 4. STRUCTURAL CALCULATIONS 7 5. APPENDIX A—PRINTOUTS 23 1 I I 1 I I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com Page 1 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 1. DESIGN CRITERIA PROJECT APPROACH Typical design approach for gravity and lateral analysis. Seismic and Wind loading applied for lateral analysis. Gravity loading applied as specified in the calculations. Diaphragms are treated as flexible and simple span theory is utilized. Design utilized using ASD load combinations. DESIGN VALUES 1. CRITERIA Risk Category = II 2. ROOF LOADS Roof Material =Single Ply Roof Dead Load (DL) =20 psf Roof Dead Load Mechanical & Misc. (DL) =5 psf Roof Live Load (RLL) =20 psf Deflection Live Load (LL) =L/360 Deflection Total Load (TL) = L/240 3. FLOOR LOADS Not in scope 4. SEISMIC LOADS MCER ground motion (period=0.2s) Ss =0.871g MCER ground motion (period=1.Os) Si =0.396g Design Spectral Acc.for Short Periods SDS =0.669g Design Spectral Acc.for 1-sec. Periods SD1 =0.396g Soil Site Class = D Seismic Design Category = D 1 Basic Seismic Force Resisting System: (Existing diaphragm and shearwalls—no change) 5. WIND LOADS Ultimate Wind Speed(3-Second Gust) =97 mph Wind Exposure =C Topographic Factor Kzt = 1.0 6. GEOTECHNICAL Soil Bearing = 1,500 psf I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com Page 2 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CU LLU M B E R ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 I CODE REFERENCES ASCE 7-16 Minimum Design Loads for Buildings and Other Structures ACI 318-14 Building Code Requirements for Structural Concrete and Commentary IBC 2018 International Building Code 2018 AISC Steel Construction Manual 14th Edition NDS 2015 National Design Specification 2015 I 111 I I I I I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com Page 3 of 26 I - STRUCTURAL CALCULATIONS • Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 I 2. SEISMIC ANALYSIS IOTC Hazards by Location Search Information I Address: 11539 SW Pacific Hwy,Tigard,OR 97223,USA vier ie 316ft Coordinates: 45.44131700000001,-122.7494427 ,ai;.1Tland Hillsboro° a A Gresl,Ja, 1Elevation: 316 ftBean Timestamp: 2020-02-14T00:43:42.7862 =' Mt. Nationi Hazard Type: Seismic I Reference ASCE7-10 Go gle iii Map data®2020 Google Document: I Risk Category: II Site Class: D IBasic Parameters Name Value Description Ss 0.871 MCER ground motion(period=0.2s) S1 0.396 MCER ground motion(period=l.Os) SMS 1.003 Site-modified spectral acceleration value I SM1 'null Site-modified spectral acceleration value I SOS 0.669 Numeric seismic design value at 0.2s SA SD1 'null Numeric seismic design value at 1.0s SA See Section 11.4.8 I -Additional Information I Name Value Description SDC 'null Seismic design category I Fa 1.152 Site amplification factor at 0.2s F� *null Site amplification factor at 1.0s CRS 0.888 Coefficient of risk(0.2s) ICRt 0.868 Coefficient of risk(1.Os) PGA 0.395 MCEG peak ground acceleration iFPGA 1.205 Site amplification factor at PGA PGAM 0.476 Site modified peak ground acceleration I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 4 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 I _ JESIGN INC Project No.: CR121719 I3. WIND ANALYSIS IATC Hazards by Location Search Information I Address: 11539 SW Pacific Hwy,Tigard.OR 97223,USA iver t?� 316 ft Coordinates: 45.44131700000001,-122,7494427 midibland Hillsboro° Q Gresham I Elevation: 316 ft Beave on Timestamp: 2020-02-14T00:43:03.814Z on Mt. Nations Hazard Type: Wind I G J g le Q Map data(g)2020 Google IASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph IMRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 77 mph MRI 50-Year 85 mph MRI 100-Year 82 mph MRI 100-Year 91 mph Risk Category I 91 mph Risk Category I 100 mph IRisk Category II 97 mph Risk Category II 110 mph IRisk Category III 103 mph Risk Category III-IV 115 mph Risk Category IV 107 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. IDisclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE:For queries near wind-borne debris region I boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. 1 Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without I competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of Ithis website does not imnly annrnval by the nnveminn hiiildinn node bodies rwsnnnsihlw(or hiiildinn rnria annrnval and intemretatinn for the ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 5 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 I ASCE 7-16 Wind Forces Chpt 28, Pt2 &Chpt 30, Pt2 I Uc.#:KW06011003 Licensee:Cullumber Engineering Description: Wind on C&C Analytical Values Calculations per ASCE 7-16 I V:Basic Wind Speed per Sect 26.5-1 or 2 97.0 mph Roof Slope Angle 0 to 5 degrees Occupancy per Table 1.5-1 II All Buildings and other structures except those listed as Category I,III,and IV I Exposure Category per 26.7 Exposure C MRH:Mean Roof Height 13.0 ft Lambda:per Figure 26.8-1 1.21 Effective Wind Area of Component&Cladding ft^2 1 Roof pitch for Badding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psi Topographic Factor Kzt per 26.8 1.00 LHD:Least Honzontal Dimension ft a=max(0.04'LHO,3,min(0.10'LHD,0.4'MRH)) 3.00 ft max(0.04'LHD,3.min(0.10'LHD,0.4'MRH)) Design Wind Pressures Horizontal Pressures... Zone: A = 23.23 psi Zone: C = 15.37 psf Zone: B = -12.10 psf Zone: D = -10.00 psf I Vertical Pressures... Zone: E _ -27.95 psf Zone: G = -19.36 psf Zone: F = -15.85 psf Zone: H = -12.22 psf I Overhangs... Zone: Eoh = -39.08 psi Zone. Goh = -30,61 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps,for 11 zones A and C equal to+16 psf,Zones B and D equal to+8 psf,while assuming ps for Zones E, F, G,and H are equal to 0 psf. iComponent&Cladding Design Wind Pressures Design Wind Pressure=Lambda'Kzt'Ps30 per Eq 30.4-1 I Roof Zone 1: Positive: 10.769 psf Negative: -26.378 psi Roof Zone 2: Positive: 10.769 psf Negative: -44.165 psf I Roof Zone 3: Positive: 10.769 psf Negative: -66.550 psf Wall Zone 4: Positive: 26.378 psi I Negative: -28.556 psi Wall Zone 5: Positive: 26 378 psf Negative: -35.211 psf Roof Overhang Zone 2: -37.994 psf IRoof Overhang Zone 3: -62.436 psi I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 6 of 26 I /y^FiLtFk.sk STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 4. STRUCTURAL CALCULATIONS 1 /7 I I 7/ •r I Z �3 g r C) Q O .4;g " • I m I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com Page 7 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 I V Q 0 N Z O 2 DZ w 0 0 d 0 az i f-W Z= Wo 2a { (1) rs1 I - 012 —,N I _ I z O F i a 0 z n 2 0 z N 0 1 -62 I w NE ec N�6(� z0 I o M \ � z O¢ Ii N 00 z , ilr 1 I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com 111 Page 8 of 26 I • ILTHILI STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 1 O� MI , m- .9-A O.-1 I Nw 2 .N..6. I o 0 i N Zai I da9! 9A 'I ' !w VQQ! ® izoz-3I ,_o� mug 2 \\ fr LH w w ZUZ wQ L I Y.0 ZU ZQ O Q ,Z �u L , i�QO 3 �3 • 1 L I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage9of26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CU LLU M BER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 1 ,F 1 ' l I aO8 ; I ,0n3 1 1 g 'h _ �_ * i 6, tr LQ a i '1 o_ I ez i8 i 5 I f .. I I I i 1 I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 10 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CuLLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 ,t- o z L Q • } ppp~- Z g- 11 z�, <o ma Nui , . ,,E 1 -no l00 r.Q J n� I1 r , \ wJ nz . — — , of _ I z I 1 ©D I I, , O§u ,, O9 2;--- ,1 I . I i . ,,,,, N i- NV 1 I Q O . I I g s I a N M U N- - 0 ' N z �I 5f I r I rt:', -Ip �Qpy. + K z N p F I .+ --i- N Ll N QUO W� IQs I - ' 1 ?.S .--.... F- 1 I Im N n 11 1. C I -1 W �!11 1 \ I v1 8E 8N s T Ci a ,z,0°4 1 m .} ` i . -111 Wz w y� Iz >o I ,I IH i o dda 1 c _ 1 I ,Qw oma , m0 I a 111 �Qlo) zaz [7:7:1_1 Z ` I R'gp pew.. 0� QQ _ i 1."_R) I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 11 of 26 I STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CU LLU M B E R ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 I !Od-- 111 '111 -__-IL ill 25N� 'l Oi - I �r� OjC Onw ■IT�� 4_6 -I D,y, aw�a_,t - 8- L. NwU1 tl oLZ o0 ° `n1 26..12 1 I zv _ Qd a re gem R 0tii `,.• _..._ 1 H Wy I 1 II r� U N.N, d< 1 wa \I o= 1 �mo 2 -` I F , { ,1 Z Li; :If. ",U J Mlo l 1 il 1 � ._ r �.JI __ 4_ I wgw< 00 i3 ago E I dui z Oda d3 O I ,.._ ._ © N H I • Imet I 1 g1L —, , u WZ iia p I a W=o I� n,6 i -- � J11 I I Er! I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 12 of 26 I /y4STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 Description:IWind Loading Analysis-MWFRS (Date: 13/20/2020 (Enclosed & Partially Enclosed Low-Rise Buildings (ASCE 7-16, CH 28.2, Part I) INP UTE DATA Risk Category II (Table 1.5-1) Wind Speed V 97 mph Figure26.5-1A,8,or C) Exposure Category C (Fig.26.7) Wind Directional Kd 0.85 (Sect.26.6 and Table 26.6-1) Average Roof Height h 13 ft Topographic Kzt 1.0 (Sect.26.8 and Table 26.8-1) Gust Effect G 0.85 (Sect.26.9) Enclosure Class. End. (Sect.26.10) Internal Pressure (GCpi)0 (Table 26.131) Velocity Press.Coeff. Kz,Kh 0 (Table 26.10-1) Velocity Pressure qz 17.40 psf (Eq.28.3-1) ' Parapets 26.1 psf (Eq.28.3-2, Windward) -17.4 psf (Eq.28.3-2,Leeward) Total Pressure pp 43.5 psf 1 I 1 I I I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com Page 13 of 26 " STRUCTURAL CALCULATIONS I ■ Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 IDescription:lpesign Tables IDate: 13/20/2020 IMaterial: 2x DF#2 or better y N w A Stud Spacing: 24"o.c. Max. r <- -) Wall Load w: Wind or Seismic MIL X I Load Combo ASD DeflectionN3 H w Ratio: 11360 Min. \-1\ti 45° 2x6 Web at H-9ft+ IN1 N2. W <- -> <-- L -> I 50 pif 75 pif Joint Reactions H Studs Kicker (lbf) Defl. Bending Ratio Joint Reactions(lbf) Defl. Bending Ratio (min.) L N1x N1y N2x N2y at N4x M1 M2 N1x N1y N2x N2y at N4x M1 M2 I 2x6 116 120 5 120 0.01" 0.04 0.10 175 180 8 180 0.01" 0.06 0.15 4 ft 2x8 2x4 2.0 118 120 5 120 0.01" 0.04 0.07 177 180 8 180 0.01" 0.06 0.10 2x6 150 155 15 155 0.02" 0.05 0.12 225 230 20 230 0.03" 0.08 0.20 4.5 ft 2x8 2x4 2.0 150 155 15 155 0.01" 0.05 0.09 225 230 20 230 0.01" 0.08 0.14 I 5 ft 2x6 180 190 30 190 0.03" 0.07 0.18 270 290 40 290 0.05" 0.10 0.27 2x8 2x4 2.0 185 190 35 190 0.02" 0.06 0.13 275 290 50 290 0.03" 0.10 0.19 2x6 2x4 2.0 2x8 220 230 60 230 0.03" 0.08 0.17 330 340 85 340 0.04" 0.12 0.25 215 230 50 230 0.05" 0.09 0.25 320 340 75 340 0.08" 0.14 0.38 I 5.5 ft 2x6 2x8 2x4 2.5 175 185 10 185 0.03" 0.09 0.18 265 275 15 275 0.05" 0.13 0.28 180 185 15 185 0.02" 0.09 0.13 270 275 20 275 0.03" 0.13 0.19 2x6 2x6 2.5 190 216 10 216 0.05" 0.10 0.28 285 325 15 325 0.07" 0.15 0.43 6 ft 2x8 200 216 20 216 0.03" 0.07 0.18 300 325 30 325 0.04" 0.10 0.28 2x6 2x6 3.0 170 180 15 180 0.03" 0.08 0.21 250 270 25 270 0.04" 0.11 0.32 2x8 175 180 10 180 0.02" 0.08 0.14 260 270 15 270 0.02" 0.12 0.21 2x6 2x6 3.0 220 250 10 250 0.08" 0.13 0.32 325 370 10 370 0.12" 0.21 0.49 7 ft I 2x8 230 250 20 250 0.04" 0.10 0.20 345 370 26 370 0.06" 0.16 0.31 2x6 2x6 3.5 195 210 20 210 0.05" 0.12 0.28 290 315 26 315 0.08" 0.18 0.43 2x8 200 210 15 210 0.03" 0.12 0.18 300 315 16 315 0.04" 0.18 0.28 2x6 2x6 3.0 275 320 35 320 0.18" 0.22 0.56 410 480 50 480 0.28" 0.34 0.84 8 ft 2x8 295 320 55 320 0.09" 0.14 0.36 440 480 80 480 0.14" 0.22 0.54 2x6 2x6 4.0 335 360 30 360 0.13" 0.26 0.55 335 360 30 360 0.13" 0.26 0.55 2x8 345 360 20 360 0.07" 0.27 0.35 345 360 20 360 0.07" 0.27 0.35 2x6 305 365 50 365 0.26" 0.27 0.63 455 545 70 545 0,39- 0.42 0.95 2x8 2x6 3.0 330 365 75 365 0.13" 0.17 0.40 490 545 110 545 0.19" 0.27 0.60 8.5 ft 2x6 225 240 20 240 0.09" 0.17 0.36 335 360 30 360 0.13" 0.26 0.55 2x8 2x6 4.0 230 240 15 240 0.05" 0.18 0.24 345 360 20 360 0.07" 0.27 0.35 2x6 2x6 4.0 275 305 5 305 0.20" 0.23 0.52 406 460 5 460 0.29" 0.39 0.78 I 9 ft 2x8 2x6 2x6 4.5 290 305 15 305 0.10" 0.22 0.33 430 460 25 460 0.15" 0.33 0.49 275 270 5 270 0.12" 0.20 0.46 415 415 10 415 0.18" 0.30 0.69 2x8 275 270 5 270 0.07" 0.13 0.30 410 405 5 405 0.10" 0.20 0.45 2x6 310 300 10 300 0.18" 0.25 0.57 460 450 10 450 10.27" 0.38 0.85 I 10 ft 2x8 2x6 5.0 305 300 5 300 0.10" 0.16 0.36 460 450 5 450 0.14" 0.25 0.54 2x6 340 330 10 330 0.26" 0.31 0.68 - - - - - - 11 ft 2x8 2x6 5.5 340 330 5 330 0.14" 0.21 0.43 500 500 10 500 0.21" 0.32 0.65 Notes: 1)Shaded zones indicate deflection for 11240 1 2)Node N3x = N1x 1 ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 14 of 26 Ir ')1°Nrilil- 1eN STRUCTURAL CALCULATIONS 71� Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 IDescription:IDesign Tables 'Date: 13/20/2020 I N4 Material: 2x DF#1 or better Y "' o n Stud Spacing: 24"o.c. Max. N i Wall Load w: Wind or SeismicIL iI I Load Combo ASD x N3 w H Deflection Ratio: L1360 Min. Kicker where reouire�/� E- - �%'45' ' I 2x6 Web atH=ft+ /� , I W N14‘ N2'^" <-- L -> Fixed end 50 1' 75 plf H Studs Kicker Joint Reactions (Ibf) (lb-ft) Defl. Bending Ratio Joint Reactions (Ibf) (lb-ft) Defl. Bending Ratio (min.) L N1x N1y N2x I N2-M at N4x M2 N1x N1y N2x I N2-M at N4x M2 I 1 ft 2x6 - - - - 30 15 0.00" - 0.02 - - 45 25 0.00" - 0.03 2 ft 2x6 60 60 0.00" 0.08 90 90 0.01" 0.12 2.5ft 2x6 - 75 95 0.01" 0.13 - 115 145 0.01" 0.19 3 ft 2x6 - - - - 90 135 0.02" - 0.19 - - 135 205 0.02" - 0.28 I 3.5ft 2x6 - - - - 105 185 0.03" - 0.25 - - 160 280 0.05" - 0.38 4 ft 2x6 120 240 0.05" 0.33 180 360 0.08" 0.49 4.5ft 2x6 - - - - 135 305 0.08" - 0.42 - - 205 460 0.12" - 0.63 5 ft 2x6 - - - - 150 375 0.12" - 0.52 - - 225 565 0_18' - 0.78 I 2-2x6 - - - - 150 375 0.05" - 0.32 - - 225 565 0.08" - 0.49 2x6 165 455 0.18" 0.63 250 685 1027" 0.94 5.5ft 2-2x6 - - - - 165 455 0.09" - 0.31 - - 250 685 0.14" - 0.46 1 H Studs Kicker Joint Reactions (Ibt) Deft. Bending Ratio Joint Reactions(lbf) Defl. Bending Ratio (min.) L N1x N1y N2x I N2y at N4x M1 M2 N1x N1y N2x I N2y at N4x M1 M2 5.5 ft 2x6 2x4 2.0 225 240 60 240 0.05" 0.09 0.25 340 360 90 360 0.08" 0.14 0.38 2x6 2x4 2.5 180 190 15 190 0.03" 0.09 0.18 270 280 25 280 0.05" 0.14 0.28 2x6 2x4 2.5 220 230 40 230 0.06" 0.11 0.29 325 340 55 340 0.08" 0.17 0.43 I 6 ft 2x6 2x4 3.0 180 185 5 185 0.04" 0.12 0.21 265 275 10 275 0.05" 0.19 0.32 Notes: 1)Shaded zones indicate deflection for L240 2)Node N3x = N1x I I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 15 of 26 I STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 IProject No.: CR121719 IDescription:)Wall and Kicker Attachments Date:13/20/2020 I ii I 3 N3x N3y 325 370 (Ibf) 45° INix Nly Ni N2 N2x N2y 325 370 (Ibf) 10 370 (Ibf) N1 N2 N1 ' Kicker Blocking Kicker Parapet Wall to Roof YES Kicker to Parapet Wall On Roof&Screws? Lap Attachment? YES Type: SDS Type: 10D Size: 1/4 in. • Size: 0.148 in. I ® 6x6 I I Length: 3.5 in. • Length: 3 in. I Z 340 Ibf ea. Z 189 Ibf ea. W 385 I bf ea. Qty: 4 Nailer Qty: 2 Required: 325 lbf Spacing: 16 in o.c Total Shear 756 lbf OK 2x8 Required Shear: 10 Ibf Required Pullout: 370 Ibf I Total Shear 510 lbf OK Total Withdrawal: 578 lbf OK Nailer To Blocking On Roof&Strap? NO Ledger Attach.? NO I Type: SDS Size: 1/4 in. 1 ( Length: 4.5 in. I Z 350 Ibf ea. w 475 Ibf ea_ Qty: 2 Spacing: 16 in o.c Required Shear: 325 Ibf I Required Pullout: 370 Ibf Total Shear 525 lbf OK Total Pullout: 713 lbf OK I Kicker Shear 'to Roof Side? NO Angle: A34 d Fastn'r: SDS Z: 515 Ibf ea. I W: 240 Ibf ea. Qty: 1 a Required: 325 Ibf Total Shear 515 lbf OK IKicker Uplift Tie: H3 --'J . I Uplift F: 455 Ibf ea. I Qty: 1 Add Angle? Yes Requi red: 370 Ibf ITotal Shear: 695 Ibf OK ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 16 of 26 STRUCTURAL CALCULATIONS I ■ Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 iProject No.: CR121719 I / VERIFY ALL PARAPET i HEIGHTS WITH ARCH. PLANS -TYP. I } TOP OF PL 4 +18'-0" "-- TOP OF PL. =_ ' 4-15.-8- I 15'-8" �1 I FUR-OUT WALL WEIGHT W=17psf 2X4 WOOD TIES WI(4) IOD-----___ I HEIGHT H=7.5' INTO STUDS ;,� TOTAL VERT.SHEAR LOAD P=W"H=128 pit ALIGN PARAPET STUDS W/------___ .-_�, I I FUR-OUT SUTDS I REMOVE EXISTING ROOF CAP 1 i AND PARAPET FRAME SIMPSON DTT1Z W/10D NAILS I FUR-OUT WALL TO BLK'G: PARAPET MOMENT=565ft-Ib ^I 16D TOE NAILS I MOMENT ARM L=8" s'.....\,,,..): I Z=118#(Cd)(Ctn)=118(1)(0.83)=98#/nail OVERTURNING F=M/L=8501b L]8" P=128pIf(2'o.c.)=256#PER STUD \�. -, 4,,, IF 2-ROWS OF BLK'G W/(4)TOE NAILS TO EA. I N2x=225#--� — STUD,THUS(8)NAILS PER STUD 8Z=784# I (E)TRUSS END SZ>P OKSTU! W/(2)Iq"X 4!2'SDS OUTRIGGERS L; SCREWS @ 16"O.C. MAX. (E) BEAM I - --- CONTIN000S I — FUR-OUT STUDS TO LEDGER W(2) I C TOE SILLI LATE TO(E) ROOF END W!(2) :I FUR-OUT EACH SIDE I SIMPSON SDS: I WALL STUDS r_ — REMOVE EXISTING 1/4"X4.5"=340#/SCREW CANOPY/EAVE ALL-AROUND USE(1 SDS @ 12"O.C.,STAGGERED 1 CONT. 2X6 LEDGER TO (E)WALL PLY AND EACG I STUD W/(2)1/4"X 412" „Al I (E)TRUSS 505 SCREWS a+ rN FUR-OUT STUDS TO I CEIL. PER ARCH. PLANS---- I LEDGER W(2) 16 TOE (E) EXT. STUD WALL I \` EACH SIDE (E) EXT. PLY SHT'G - - I \ - E.N. (E) EXT. BRICK VENEER - I \ 2x P.T. SILL PL. ON (E)BRICK II --_,p.—____L VENEER TOP W/Ii0 EPDXY DOLTS. 5"EMD. @ 48"O.C. IPLAN DETAIL REFERENCES: 1,2,4/SD2 I I I ADDRESS:6930 Destiny Drive Suite#300, Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 17 of 26 I • iLl1/ThkeN STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 I Project No.: CR121719 I -- VERIFY ALL PARAPET HEIGHTS WITH ARCH. t PLANS -TYP. I TOP OF PL +18'-0" ITOP OF PL. _moi► +15'-8" I (E) PLY TO(E)OUTRIGGER 1OD NAIL,Z=87#/nail NTS SIMILAR I IF OUTRIGGERS @ 32"O.C. 1/5D1 AND N2x=225 plf(OR 600#@ 32") I #OF NAILS N=N2x/Z=7 NAILS MIN. I THIS PARAPET CALCS I THUS,APPLY 10D NAILS @ 6"O.C.TO 1 SIMILAR TO PREVIOUS EACH OUTRIGGER(8 MIN.) I PAGE - I I I I I I I 4; (E) DBL - I. 11 OUTRIGGER ' I 1 (E) I I TRUSS (E) BEAM ' - I II CONTINUOUS I �I I I NOTE: (E) 1I i ATTAC'HMFNTS',Milli AR STRUT LO DETAIL I/5D I I I II ICEIL. PER ARCH. PLANS PLAN DETAIL REFERENCES: 4/SD2 I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com 1 Page 18 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 :SND DESIGN s,Y•.. Project No.: CR121719 VERIFY ALL PARAPET -- HEIGHTS WITH ARCH. PLANS-TYP. I TOP OF PL.4 +I,.-0" I PARAPET MOMENT=565tt Ib i/ ? MOMENT ARM L=10" OVERTURNING F-M/L=680Ib I I (N)PLY TO(NI OUTRIGGER 10D NAIL.Z=87#•nail (N)%z"SHT'G 1 I - LEDGER TO EA. PARAPET IF BLOCKING @ 24"O.C. — W/ IOD 6" i I / STUD W/SIMPSON H3 AND N2x-225 plt(OR 450#@ 24") @ / O.C.E.N. #OF NAILS N=N2x Z=6 NAILS MIN. LSTA 18 AT ' I ,- LAP BING.ATTACH WI (�F I % IOD @ 6'O.G.I ) THUS. APPLY 10D NAILS @ 6"O.C.TO EA. BLK'G. EACH OUTRIGGER(8 MIN.) CENTERED TO f' SHT'G SPLICE ' 1_,111 / 47 2X8 BLK'G 1, --.,1 i i �:_ — 1 uii' r:-T�* N2x=225# BRACE TO STUD&BLK'G: r I ! SIMPSON H3=455#>N2x OK! IF 10D Z=118#/nail ) 2X6 BLK'G 2P=126#BRACE ATTACHMENT j #OF NAILS N=2P/Z=2 NAILS MIN. ,i--, '.--,, c, 1',,, '--- LEDGER TO t3LK'G W/ USE(4)NAILS INSTEAD / 16D @ 6" O.C. 2X4 DIAG. = I I I BRACE @ ' I CONT. 2X8 LEDGER W/(2))4" 24"O.C. X 4!'2"5D5 TO EA.STUD �+ WIND ON WALL I FL:. q=ASD(35ps()=21psf '• . 1 ., 2X6 PARAPET SILL PL.W/(2).!/q"X I SILL PLATE SHEAR TO(E),TOP PL. 4!'2"505 @ 16°O.C. . ►' = P=q(H)=63p!f �? IF SDS SCREW Z=340#/screw --- -- - -- -"---- -'- - _.._.I IF USE CREWZ 340#/s511p1f) 2X6 LEDGE PL.W/(2) •I 16D@ I2"O.C. I (E)DBL TOP PL.TO / 1 I REMAIN •1 I n __i MJ IPLAN DETAIL REFERENCES: 5/SD2 I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com 1 Page 19 of 26 I • STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 I , - VFRIFY ALL PARAPET HEIGHTS WITH ARCH. . . . PLANS-TYP. PLYWOOD � �-_ T 1P Ur 2X4 WOOD TIES W/(4) IOD i +1 1 I" I INTO STUDS�1 �� 2X6 PARAPET WALL I I — 2X8 FUR-OUT STUDS 1 I I I 2x BL .G BTWN STUDS I I FOR PLY NAILING :1 I — 3.-g I 2x BLK'G BTWN ' • i I i( BRACE STUDS • _ EXTEND KICKERS THRU I FOR PLY NAILING ,1�" PARAPET WALL. 2X6 DIAGONAL BRACE — /r \ ATTACH TO STUDS WI AT 45-DEG, @ 24"O.C. `-_ /' (4) IOD I ` % i r 2X AWNING PULLOUT: 2x CONT. SILL PL. TO - I )LK'G BELOW W/14"4 X 41/" \ I WEIGHT W=10psf 2 I • • DEPTH=48" SDS @ 12"O.C. s"' TENSION ROD SPACING=48"MAX. I BRACE TO PLATE + j ;4, r,; TC, F=20plf OR F=20plf(4'O.C.)=80#/ROD PER DETAIL ,r's , �r- DETAIL 7/5D2 <ICKER Nx=325p1f `t D , k% ;r� . q=1PARAPETO+WALL I� OF: ,t- �' F=q(9'TRIB)=711pIf - - � ~ F(ASD)=427pIf PROVIDE 2x BLK'G -' — F(ASD)_awng=427p1f+20pIf=447p1f I BTWN (E)TRUSSES, ,/ •I NAILED TO(E) 2x RIM WI(2) I OD @ : - 1- FUR-OUT STUDS 12"O.C. I i TO LEDGER W(2) — -T AWNING TENSION ROD d I I 16 TOE EACH SIDE FRAME BY OTHER (E) BEAM i ' (DEFERRED SUBMITTAL) CONTINUOUS I 1 /- r, 1 , it. , II __,,,I I 111 PLAN DETAIL REFERENCES: 3/SD2 and 3/SD3 I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 20 of 26 1 ■ STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 1 Project No.: CR121719 I DBL TOP PL.TYP.---�` W-AF TOP PL.W/ ir OD 2X4 WOOD TIES W/(4) IOD J ..,"_=.---_-1'l I INTO STUDS . _ • 2X6 PARAPET WALL - i` I I II 'r,N I I - 2X8 FUR-OUT l STUDS I '1 I II :I 'I I II ASSUME(2)NEW 2X4 WOOD TIE @ 48" O.C. MAX. W/(4) IOD RAFTERS @ 32"O.C. :-/`;11 INTO STUDS REMOVE EXISTING (OR 2.67 O.C.) li _ I I ROOF CAP AND \ -I - _ ' I PARAPET FRAME �,\ I (N) z'SHT'G W/ IOD N N 2x SHT'G NAILER 2x BLK'G BTWN RAFTERS @ 6"O.C.TO EA. ) - TOP BLK'G TO LOW BLK'G -SEE PLAN VIEW DETAIL \ RAFTER W/(2) I OD @ 12"O.C. EXTEND(N) - (2)RAFTER TO FLAT BLK'G W/ `. I -'Ai �I �7� RAFTERS 6" SIMPSON(2)LSTA21=(2)1.500#> N I I WIND AT ROOF: PAST(E)BEAM ' (2.67)F(ASD)OK! \, !` __1 __. i q=PARAPET+WALL ;js.1s - q=44psf+35psf=79psf I � , (2X6 RAFTER) 1�" ''; IL-- F=q(9'TRIB)=711pif ;WI E. H2.5 EA. 'r LU526 HANGER 1��_ F(ASD)=427p1f RAFTER TO(E) %6• 2X10 LEDGER W/ - `1----EXTEND(N)EXTERIOR SHEATHIN ' BEAM (3) 'q"X 4!Z"SDS I TO LOW BLK'G FOR NAILING (2)RAFTER TO(E) `-- BLK'G TO(E) TO EA.STUD I NOTCH TRUSS SIDES W/(6) IOD BEAM EA.SIDE. B'AM W/ 16D TOE s. STUD TO I;' STUD TO Z_10D=189# @ 6"O.C. LEDGER W/(4) \ BEAR ON CONT. 3X5 LED 1 @ 32"O.C.Zreq=1,140# 16 TOE i LEDGER I /� EA,STUD WI!21 ACTUAL(12)100=1,890# 2X6 DAG. BRACE AT EA. I / 5D5 SCREWS OK! RAFTER SIDE W/ I I - 1 -T-1 (4) I OD TO RAFTER ' .� AWNING I (5) 16 TOE TO LEDGER Ti- r iIN T BY OTHER AWNING ATTACH. BLK'G i' =i �, BY OTHERS I ARCH. 2X6 CONT. LEDGER w/(3) I BOT. PLATE TO STUD CEIL. PER PLANS I 6D INTO EA. STUD ENDS W/(3) I GD 2X6 SILL ON(N)BEAM W/ I GD TOE INTO LEDGER @ 6"O.C. (3) I GD @ 16"O.C. !El . _ (N)BEAM PER PLAN - i-L- (E)BEAM TO REMAIN 2x Wl(2) I GD INTO(E) - STOREFRONT PER ARCH. BEAM @ 12"O.C. PLANS IPLAN DETAIL REFERENCES: 6/SD2 and 2/SD3, and similar a 1/SD3 I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com 1 Page 21 of 26 I - STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 I Project No.: CR121719 ITOP OF PL. --------r-11 -- i I 2X4 WOOD TIE W/(4) I2x SHT'G NAILER II I OD INTO STUDS 2x BLK'G BTWN GRACE / I I STUDS FOR PLY NAILING i, ' ; I .4 • , ,'‘-` -j-- EXTEND KICKERS 2X6 DIAGONAL GRACE �' �' / r I AND ATTACH TO AT 45 DEG. @ I C' O.C. \ ' I PARAPET STUDS W/ SIMILARI 1 (4) I OD EA. TO 3'-0" / 1 I 1 KICKER s _ 4'-0" — I REMOVE EXISTING ---__ - ,/ ROOF CAP AND — ,! LD ap I WIND AT ROOF: PARAPET FRAME1ti` N N "I q=PARAPET+WALL BRACE TO ��� I I q=44psf+35psf=79psf I F=q(9'TRIB)=711 plf PLATE PER f � � � A' F(ASD)=427p1f I LTAIL 9/503 �S'" I OD @ G" / ,1 - PARAPET SILL PL. TO KICKER {ti • / O.C. TO BLK'G DBL PL. DELOW WI(3) N1x=325p1 A I . / I 1 I GD @ I G" O.C. _ " ,. . y --n i---- EXTEND ROOF SHTG r _--' !r I " �'! 1 OVER DBL TOP PL. W/ NEW RAFTER —' \ (2) 8D @ 12" O.C. PAIRS PER N. 'h� E.N. I (N) PLY TO(N) OUTRIGGER \` DBL TOP PL. 10D NAIL, Z=87#/nail 'N IF BLOCKING @ 24"O.C. I AND N1 x=325 plf (OR 650#@ 24") 1 2X5 LEDGER WI (3) I GD AT EA. STUD #OF NAILS N=N1 x/Z=8 NAILS MIN. I NOTE: THUS, APPLY 10D NAILS @ 6"O.C. TO r 1- ATTACHMENTS EACH OUTRIGGER (8 MIN.) 11 I! I SIMILAR TO DETAIL 0/502 . 1 e 4%" SDS@ IG" O.C. / ;, _11 I 2X8 LEDGE PL. WI (3) —' - CONT. 3X8 LEDGER TO I GD @ 12" O.C. (E) BEAM WI(2)!q"X 5" II (E) HEADER SD5 SCREWS @ I G" O.C. IPLAN DETAIL REFERENCES: 4/SD3 ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 22 of 26 1 STRUCTURAL CALCULATIONS • Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 I5. APPENDIX A- PRINTOUTS I Wood Beam Lic.#:KW-06011003 Description: PARAPET WALL TOP PLATE BEAM(2 ROWS OF DBL TOP PL) I CODE REFERENCES Calculations per NDS 2015,IBC 2015,CBC 2016.ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties I Analysis Method: Allowable Stress Design Load Combination ASCE 7-16 Fb+ 1,000.0 psi E:Modulus of Elasticity Fb 1,000.0 psi Ebend-xx 1,700.Oksi Fc-Pill 1,500.0 psi Eminbend-xx 620.0 ksl Wood Species :Douglas Fir-Larch Fc-Perp 625.0 psi I Wood Grade :No.1 Fv 180.0 psi Ft 675.Opsi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling W(012831) ---- --- - ------------------- f I $ 2-2x6 j *P1 Span= 10.50 ft �^m 1 Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: W=0.0350 ksf, Tributary Width=3.666 ft I DESIGN SUMMARY Design OK Maximum Benning Stress Ratio 0.405 1 Maximum Shear Stress Ratio 0.117: 1 Section used for this span 2-2x6 Section used for this span 2-2x6 fb:Actual = 841.76 psi fv:Actual = 33.79 psi I FB:Allowable = 2,080.00psi Fv:Allowable = 288.00 psi Load Combination +D+0.60W+H Load Combination +D+0.60W+H Location of maximum on span 5.250ft Location of maximum on span 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 I Maximum Deflection Max Downward I ransuent Deflection 0.499 in Ratio= 252>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.300 in Ratio= 420>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 I Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values I Segment Length Span# M V C d C FN Ci Cr Cm C t C L M lb FbV fv F'v +U+H 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1170.00 0.00 0.00 162.00 +D+L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.00 1.300 1.00 1.00 1.00 1.00 1.00 1300.00 0.00 0.00 180.00 +D+Lr+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1625.00 0.00 0.00 225.00 +D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1495.00 0.00 0.00 207.00 +0+0.750Lr+0.750L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I Length=10.50 ft 1 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1625.00 0.00 0.00 225.00 +0+0.7501+0.750S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1495.00 0.00 0.00 207.00 I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 23 of 26 I STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 1 Wood Beam I Lic.#:KW-06011003 Licensee:Cullumber Engineering Description: PARAPET WALL TOP PLATE BEAM(2 ROWS OF DBL TOP PL) Load Combination Max Stress Ratios Moment Values Shear Values I Segment Length Span# M V Co C FN Ci Cr Cm C t C L M lb F'b V fv F'v +11+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 000 Length=10.50 ft 1 0.405 0.117 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.06 841.76 2080.00 0.37 33.79 288.00 +0+0.750Lr+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.304 0.088 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.80 631.32 2080.00 0.28 25.34 288.00 I +0+0.750S+0.450W+H1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.304 Length=10.50 ft 1 0.088 1.60 1.300 100 1 00 1.00 1.00 1.00 0.80 631.32 2080.00 0.28 25.34 288.00 +O.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 0.405 0.117 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1.06 841.76 2080.00 0.37 33.79 288.00 +D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 000 0.00 0.00 0.00 I Length=10.50 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 2080.00 0.00 0.00 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 2080.00 0.00 0.00 288.00 +0.60D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.50 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 2080.00 0.00 0.00 288.00 I Overall Maximum Deflections Load Combination Span Max.'"Deft Location in Span Load Combination Max."+"Dell Location in Span W Only 1 0.4992 5.288 0.0000 0.000 I Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.674 0.674 Overall MINimum 0.674 0.674 +D+H I +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.7505+H I +D+0.60W+H 0.404 0.404 +0+0.750Lr+0.450W+H 0.303 0.303 +D+0.7505+0.450W+H 0.303 0.303 +0.600+0.60W+0.60H 0.404 0.404 +D+0.70E+0.60H I +D+0.750L+0.7505+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only 0.674 0.674 E Only H Only I I I 1 I ADDRESS:6930 Destiny Drive Suite#300, Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 24 of 26 .1 STRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) I CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 Project No.: CR121719 Wood Beam I Lic.U:KW-06011003 Licensee:Cuilumber Engineering Description: NEW ENTRY BEAM CODE REFERENCES I Calculations per NDS 2015,IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 1350 psi E.Modulus of Elasticity I Load Combination ASCE 7-16 Fb- 1350 psi Ebend-xx 1600ksi 580ksi Fc Pal psi Eminbend xx Wood Species :Douglas Fir-Larch Fc-Perp 625 psi Wood Grade :No.1 Fv 170 psi Ft 675 psi Density 31.21 pcf I Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0 1)Lr(0.08) 010;204) • , 1 . i I ® 6x12 j �P Span 10.0 ft ^ n 7. 1 IApplied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0170 ksf, Tributary Width=12.0 ft,(WALL WEIGHT) Uniform Load: 0=0.0250, Lr=0.020 ksf, Tributary Width=4.0 ft,(NEW ROOF WEIGHT) I DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.31Q 1 Maximum Shear Stress Ratio 0.191 :1 Section used for this span 6x12 Section used for this span 6x12 fb:Actual = 376.15 psi fv:Actual 29.21 psi I :Allowable 1,215.00 psi Fv:Allowable 153.00 psi Load CombinationFB +D+H Load Combination +D+H Location of maximum on span 5.000fl Location of maximum on span 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection I Max Downward Transient Deflection 0.016 in Ratio= 7392>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.078 in Ratio= 1540>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 IMaximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values t Segment Length Span# M V Cd C FN C I Cr CM C 1 CL M lb F'b V fv Fv +D+H 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.310 0.191 0.90 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 121500 1.23 29.21 153.00 +p+L+H 1,000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.279 0.172 1,00 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 1350.00 1.23 29.21 170.00 I +0+1r+H 1.000 1.00 1.00 1.00 100 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.282 0.174 1.25 1.000 1.00 1.00 1.00 1.00 1.00 4.80 475.13 1687.50 1.56 36.89 212.50 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.242 0.149 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 1552.50 1.23 29.21 195.50 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I Length=10.0 ft +0+0.7501+0.7505+H 1 0.267 0.165 1.25 1.000 1.00 1.00 1.00 1.00 1.00 4.55 450.39 1687.50 1.47 34.97 212.50 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 25 of 26 ISTRUCTURAL CALCULATIONS Project Name: Burger King:Tigard,OR(Remodel) CULLUMBER ENGINEERING Location: 11539 SW Pacific Way,Tigard,OR 97223 I Project No.: CR121719 Wood Beam tic.#:KW-06011003 Licensee:Cullumber Engineering I Description: NEW ENTRY BEAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb F'b V iv F'sLength=10.01t 1 0.242 0.149 1.15 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 1552.50 1.23 29.21 195.50 +0+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.174 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 2160.00 1.23 29.21 272.00 +0+0.750Lr+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 I Length=10.0 ft 1 0.209 0.129 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.55 450.39 2160.00 1.47 34.97 272.00 +D+p 750S+0 450W+H 1.000 1.00 1.00 1 00 1.00 100 0,00 0.00 0.00 0.00 Length=10.0 ft 1 0.174 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 2160.00 1.23 29.21 272.00 +0.600+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.104 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.28 225.69 2160.00 0.74 17.52 272.00 I +0+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.174 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 2160.00 1.23 29.21 272.00 +0+0.750L+0.7505+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.174 0.107 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.80 376.15 2160.00 1.23 29.21 272.00 +0.60D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 000 0.00 0.00 0.00 I Length=10.0 ft 1 0.104 0.064 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.28 225.69 2160.00 0.74 17.52 272.00 Overall Maximum Deflections Load Combination Span Max.'"Defl Location in Span Load Combination Max."+'Deb Location in Span +D+Lr+H 1 0.0779 5.036 0.0000 0.000 I Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.920 1.920 Overall MINimum 0.400 0.400 I +D+H 1.520 1.520 +D+L+H 1.520 1.520 +D+Lr+H 1.920 1.920 +D+S+H 1.520 1.520 +D+0.750Lr+0.750L+H 1.820 1.820 I +D+0.750L+0.7505+H 1.520 1.520 +D+0.6OW+H 1.520 1.520 +D+0.7501r+0.450W*H 1.820 1.820 +D+0.7505+0.450W+H 1.520 1.520 +0.60D+0.60W+0.60H 0.912 0.912 I +D+0.70E+0.60H 1.520 1.520 +D+0.750L+0.750S+0.5250E+H 1.520 1.520 +0.600+0.70E+H 0.912 0.912 D Only 1.520 1.520 Lr Only 0.400 0.400 I L Only S Only W Only E Only H Only I I I I I ADDRESS:6930 Destiny Drive Suite#300,Rocklin,CA 95677 I PHONE:916-251-9798 I WEB:www.CullumberEng.com IPage 26 of 26 OI DEMOLISH (E) ROOF,AND STRUCTURE 17 INSTALL N DRIVE-THRU TRASH BIN. KEN MC C RAC K E N, SIGN INSTALLER RESPONSIBIUT ES: ) I I. PROVIDE ALL DRAWINGS NECESSARY FOR SIGN PERMITS. --4----''T SMOOTH CROWNED MORTAR INCLUDING COLUMNS, FOOTINGS AND 2. APPLY FOR, OBTAIN,AND PAY FOR ALL REQUIRED SIGN PERMITS. ' FOUNDA11ON. BRING TO FINISHED ARCHITECT 3. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH G.C. I 1� EXTRA-STRONG GRADE STEEL PIPE CONDITION, MATCHING ADJACENT Ci PAINT(N) PAVEMENT DIRECTIONAL ARROWS nrr caare•Program Management•Pemrdaing 4. SET ANCHOR BOLTS OR BASE PLATES AS REQUIRED. MATERIALANDSCAPING, DRNETHRU LANE, AT DRIVE-THRU LANE. 5. COMPLETE SIGN INSTALLATION. r ' FILLED W/CONCRETE. CONCRETE, ETC.AS REQUIRED. 19120 SE 34TH STREET 6. REMOVE EXCESS DEBRIS, ROUGH GRADE AREA FOR LANDSCAPING. 2.-0. § ,r_ 19 THE (E) LANDSCAPING AT MENU BOARD TO SUITE 115 i - 0 (E) ROOF UNE TO BE DEMOUSHED. BE UPDATED. VANCOUVER,WA 98683 CROWN FOOTING CAP TO DRAIN GENERAL CONTRACTOR RESPONSIBILITIES: PROJECT I PROJECT CONTACT:ERICK PETERSON 1. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH SIGN I ASPHALT OR CONCRETE PAVING 0 DEMOUSH (E) CLEARANCE BAR, PRE-SELL 20 REPAIR AS REQUIRED AND PAINT(E) CMU PHONE:360.980.8258 SUPPLIER. a, MENU BOARD, ORDER CONFIRMATION UNIT TRASH ENCLOSURE INTERIOR AND EXTERIOR EMAIL•�ONOPMDGINC.COM 2. PROVIDE POWER TO ALL SIGN LOCATIONS AS REQUIRED. WHERE OCCURS AND MENU BOARD, PREP FOR NEW. WADS AND GATE. MATCH BUILDING V Iii ,V C• .E • Ts ti d IaU ' 4. VERIFY REMOVEL OF EXISTING DRIVE-THRU LANE FULL DEPTH WAINSCOT COLOR. G.C.TO VERIFY COLOR MAI 20�� CONCRETE IS UNDER 900 SQUARE FEET. e \/\` 0 REMOVE (E) ERNE THRU LANE FULL DEPTH WITH CONSTRUCTION MANAGER, REFER TO i\� \ CONCRETE. CURB TO REMAIN. PREP FOR A00.02. CITY FTI H ' A .( UNDISTRUBED NATIVE SOIL OR 1 REPLACEMENT. CONTRACTOR TO REMOVE BUILDINGDIVISION �� // � t;,, \ COMPACTED SUB GRADE UNDER 900 SQUARE FEET OF EXISTING 21 EXISTING LED FIXTURES AT(E}SITE LIGHTS TO + \j� I A /�� DRIVE-THRU LANE FULL DEPTH CONCRETE. REMAIN. SAND AND PAINT(E) UGHT POLES. KEN MCCRACKEN,ARCHITECT /� p //\/ COLOR TO BE ANODIZED BRONZE, SILVER SEAL 4 Z i\\/� '' . .„,„ (N) CONCRETE DRIVE-THRU LANE IS TO BE OR BLACK.G.C.TO VERIFY COLOR WITH • \ Alzo. rn 2 //\\/ a \/\�� 18"4y CONCRETE FOOTING O 3,000 PSI CONCRETE, 6'THICK,WITH CONSTRUCTION MANAGER, REFER TO q n // D 6 9 // 6X6-VI2.9XIX2.9 W.W.M.WITH PREMOLDED A00.02. CONCRETE BASE TO REMAIN NOT „<3 _'D /C \ \ , BITUMINOUS NON-EXTRUDING EXPANSION PAINTED. IF THERE ARE ANY REQUIREMENTS � KENNETH J. �� ',/ I / / JOINTS AT 10'O.C. R IS REQUIRED TO TO MATCH SURROUNDING SHOPPING \\� \ COLOR THE CONCRETE BLACK USING CENTER OR OTHER GOVERNING MCCRACKEN 1TY-0P t f 3'-9" .� 4'-9” ��/\ t ' ''�—� ADMIXTURE (CHROMIX C-24 CHARCOAL BY ORDINANCES THEN FOLLOW THOSE • . ,� /, / SCOFIELD CO., OR EQUAL) GUIDELINES. Wq a \ \ #6- 14" LONG REINFORCEMENT License#5599 i" i �� EACH WAY,WELD TO PIPE © THE G.C.TO REVIEW CONDITION OF 22 REPAIR ALL POTHOLES AND CRACKS IN / C , �'v\�v\Kv\ ' EXISTING LANDSCAPING (REPLACE DEAD PARKING LOT. INSTALL SOIL STABIUZING ��� ��(S 9" f 9" AND DYING LANDSCAPE) INCLUDING BUT MAT(EX-AMOCO PETROMAT)AT SEVERELY OF U.N.O. U.N.O. NOT UMITED TO; EXISTING LAWN, PLANTING BROKEN AREAS BEFORE INSTALLATION BEDS, LANDSCAPE TIES,AND VERIFY OF ASPHALT OVERLAY. 0 3/25/20 3/4'= 1'-0" IRRIGATION SYSTEMS IS IN GOOD WORKING TRAFFIC BOLLARD 8 CONDITION AND REPAIR/REPLACEAS CI ADD AN ADDMONAL LIFT TO THE EXISTING KJM/2578 az.is.I9 REQUIRED. ASPHALT PARKING NEAR THE BUILDING, RESTRIPE AND RESET WHEEL STOPS. 0 THE(E)GREASE INTERCEPTOR TO REMAIN. CONSULTANT: ,'a- 24 (N)ACCESSIBLE PARKING,WHEEL STOP, ® INSTALL(N) CLEARANCE BAR, REFER TO SIGNAGE AND SIDEWALK ACCESS FEATURES. STRUCTURAL DRAWINGS. REMOVE (E) PAVING AND REPLACE WITH r • I SLOPES IN ACCORD WITH CURRENT AND If` ® INSTALL{N) DIGITAL PRE-SELL BOARD, REFER APPLICABLE ACCESSIBILITY STANDARDS. s-..-- TO STRUCTURAL DRAWINGS. 25 REMOVE(E} NON COMPLIANTACCESSIBLE 10 INSTALL(N) ORDER CONFIRMATION UNIT. STALLS,ACCESS AISLE,AND SIGNAGE. REFER TO STRUCTURAL DRAWINGS. RE-STRIPE FOR STANDARD PARKING STALLS. 1 INSTALL(N) ORDER CONFIRMATION UNIT 0 REMOVE AREA OF CRACKED CONCRETE CANOPY. REFER TO STRUCTURAL DRAWINGS. AND REPLACE. : 12 INSTALL(N) DIGITAL MENU BOARD, REFER 13 MARKED PARKING SPACE FOR THE USE OF TO STRUCTURAL DRAWINGS. VEHICLES WAITING FOR AN DRIVE-THRU •~ .::i g., { ) SAFETY BOLLARD, SEE DETAIL 8. ORDER TO BE FILLED. 13 INSTALL N z- ADD SAFETY YELLOW HIGH-DENSITY POLYETHYLENE BOLLARD SLEEVE TO SAFETY BOLLARDS, '` 14 O 40 ,r INSTALL{N) ENTRANCE DIRECTIONAL SIGN, alliCil° '- �. 1 i UNDER SEPARATE PERMIT. 5 INSTALL(N) EXIT DIRECTIONAL SIGN UNDER SEPARATE PERMIT. OLIIIMGEA -1(11 fiir e �; 1 b INSTALL(N) DRIVE-THRU WAY FINDING SIGN, GI UNDER SEPARATE PERMIT. NOTE: SEE SHEET A00.01 x'I� 21 I GENERAL NOTES FOR : if . w' ® NO SCALE 1 SITE PLAN KEYNOTES - 3 V' Si '•: \L . • I_,_r -• REQUIRED TOTAL PARKING \ . . ; ' If MINIMUM MAXIMUM BUILDING MIN. REA MAX. REA PROVIDED ,. -- 1 ( PACE / ) { PACE / ) SIZE ( ) SPACES SF S S SF SF '"`I 4:5: ' 43/ 0 1)---...---e- r->-T->`'- 1 ' TOTAL PARKING 7/1000 12.4/1000 3270 23 41 23 F.!' -' --- •r1.7 -.• a ACCESSIBLE PARKING - 1 ettr,,,- ,` © Eti I REQUIRED PROVIDED () in a.IN O / ACCESSIBLE PARKING 2 2 0I I U 18 N; © I , ITABLE 1106.I) W Q O �, ACCESSIBLE VAN PARKING 1 V © Nit :• L % ®\ / \ CI; • z (TABLE 1106.1) IL • • ii r\I L�(ISIING BURGER KING •, 0 ® 3,270 SO. FT. • : ' - 44pp , '1, , u APPROVED hNDISIARN ,4 _ _ f3 " p a ° 1 ° ` i 00, ,, Z- �' CITY OF TIGARD _. W Ln , U - • .. " ® ® Approved byP annin M �, r� ----4-il ... . 0 *�; � Initials: r_• REV DATE DESCRIPTION NO SCALE CLEM'REVIEW hX r4 PARKING CALCULATIONS 2a�;5.20 - .. .P �. - A OS. 5.2a 19t A 05.01.zo LIC,aaMeNa RESPONSE KEY DESCRIPTION \\\\"\, y (E)STRIPED SAFETY PATH, ACCESS PATH, OR CROSSWALK (N) CONCRETE PAVED SURFACE S „ (N)ASPHALT PAVEMENT r _ -- - (E) EASEMENT. SEE ALTA SURVEY L POLE MOUNTED SITE LIGHT - }M.—>——)—- ACCESSIBLE PATH OF TRAVEL 1 —--—--—--— PROPERTY UNE DRAWN BY: CDG x x (E) FENCE UNE CHECKED BY: ARCH. PROJECT NO.: STANDARD PARKING COMPACT PARKING AMB 190® 1 . ®SHEET NAME: "' - O ACCESSIBLE PARKING O ACCESSIBLE VAN PARKING SITE PLAN NOTE: NOT ALL SYMBOLS MAY BE APPLICABLE TO,AND USED, IN THIS DRAWING. SHEET NUMBER: 1'= 15-0" NO SCALE 6101 ■ 1 O SITE PLAN 1 _ 5 SITE PLAN LEGENDi SHEET SHEET NAME REVISION KEN McCRACKEN, A\ /2\ /\ A , , ARCHITECT 41014tR 1 rrd�loecnre•Earn management•Ptrrritdng COVER/GENERAL • A00.00 COVER SHEET 19120 SE 34TH STREET . A00.01 GENERAL NOTES&SPEC] . A00.02 EXTERIOR FINISH SCHEDULE FICATIONS SUITE 1 15 VANCOUVER,WA 98683 F'ROJEQ CONTACT:ERICK PETERSON • A00.05 MANUFACTURES&SUPPLIERS UST PHONE:360.980.8258 OU 11;1 G ' ROIL EPETERSONSPMDGINC.COM 4 TOTAL COVER/GENERAL SHEETS STRUCTURAL • SNI STRUCTURAL NOTES&SI'EOFICATIONS 0 II(iir, ® S1.0 FOUNDATION PLAN Lii ▪ 52.0 ROOF FRAMING PLAN KEN MCCRACKEN,ARCHITECT 0 SDI STRUCTURAL DETAILS SEAL: . I SD2 STRUCTURAL DETAILS LL - 5D3 STRUCTURAL DETAILS -\`c- -D 0 ` 6 TOTAL STRUCTURAL SHEETS KENNETH J. �� MCCRACKEN ARCHITECTURAL • A00.06 ACCFSSIBILTY DETAILS WA A00.07 ACCESSIBILITY DETAILSLicense r 5599 • A00.08 ACCFSSIBfL1TY DETAILS �q� ��� - A00.10 LIFE SAFETY/ACCESSIBILITY PLAN & CODES & OF � BURGER KING DRIVE -THRU REMODEL • A01.10 SEE PLAN 03/25/20 STORE N O. : 2351 • A02.00 DEMOLITION FLOOR PLAN KJM#2578 • A02.02 DEMOLITION EXTERIOR ELEVATIONS A02.03 DEMOLJI1ON EXTERIOR ELEVATIONS CONSULTANT: ---- ._ ,.. AEI 11539 SW PACIFIC HWY. • A02.10 CONSTRUCTION FLOOR PLAN - A02.50 ROOF PLAN TIGARD , OR 9 • 03.00 ENLARGED RESTROOM PLANS RECEIVED - A04.00 EXTERIOR ELEVATIONS APR 15 Z020 • A04.01 EXTERIOR ELEVATIONS CITY OF rGD A04.10 WALL SECTIONS AND DETAILS BUILDING DWIS(ON ABBREVIATIONS PROJECT NOTES SEPARATE PERMITS JURISDICTION CONTACTS • Aa4:12 WWALL SECTIONS AND DETAILS ALL SECTIONS AND DETAILS AF.F ABOVE FINISH FLOOR LL LANDLORD " A04.20 NICHIHA PANEL DETAILS ACT ACOUSTICAL CEILING TILE LAV LAVATORY A ALL WORK SHALL CONFORM TO THE 2019 EDITION OF THE OREGON STRUCTURAL SPECIALTY I. MODIFICATIONS TO EXISTING FULLY AUTOMATIC FIRE SPRINKLER SYSTEM TO ACCOMMODATE IMPROVEMENTS AS SHOWN ON THIS PLAN ARE TO BE SUBMITTED SEPARATELY BY OTHERS. PLANNING DEPT.: NC AIR CONDITIONING MFR MANUFACTURER CODE,AND ALL OTHER APPLICABLE CODES, STANDARDS,AND REGULATIONS OF THE CITY OF 1 A07.00 WALL SCHEDULE ALT ALTERNATE MAX MAXIMUM TIGARD. OR. 2. ALL EXTERIOR SIGNAGE TO BE SUBMITTED AND PERMITTED SEPARATELY BY OTHERS. COMMUNITY PLANNING DIVISION ASTM AMERICAN SOCIETY FOR TESTING & MECH MECHANICAL 13125 SW HALL BLVD. _ MATERIALS MDF MEDIUM DENSITY FIBERBOARD B. IT IS INTENDED THATA COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. TIGARD, OR 97223 A08.00 DOOR SCHEDULE AND DETAILS AC ASPHALTIC CONCRETE MIL METAL PHONE: (503) 718-2421 A08.05 DOOR DETAILS tainigNINNMMINF--•"'•1111 ® AT MIN MINIMUM C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA A201 LATEST BOH BACK OF HOUSE MISC MISCELLANEOUS EDITION)ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE B.O. BOTTOM OF MTD MOUNTED ARCHITECT'S OFFICE. BUILDING &SAFETY: • A09.00 GENERAL DETAILS BLDG BUILDING MUL MULLION �� CLG CEILING (N) NEW BUILDING DIVISIONsI L CENTER UNE NR NON RATED D. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 13125 SW HALL BLVD. 21 TOTAL ARCHITECTURAL SHEETS C/O CLEANOUT NIC NOT IN CONTRACT ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE SCOPE OF WORK TIGARD, OR 97223 IZAG CLR CLEAR NTS NOT TO SCALE ARCHITECT PRIOR TO STARTING WORK. PHONE: (503) 718-2421 PLUMBING CW COLD WATER NO NUMBER BUILDING • P-1 PLUMBING PLAN I COL COLUMN OC ON CENTER E. ALL PROPOSED SUBSTITUTIONS SHALL L BE APPROVED BY THE BURGER KING© CONSTRUCTION1(1 op 0 COMM COMMUNICATION OPP OPPOSITE MANAGER, IN WRITING, PRIOR TO INSTALLATION. EXTERIOR AND INTERIOR REMODEL OF EXISTING 3,270 SQ. FT. BURGER KING RESTAURANT. CONC CONCRETE OD OUTSIDE DIMENSION EXTERIOR SCOPE WILL INCWDE: 1 TOTAL PLUMBING SHEETS CMU CONCRETE MASONRY UNIT PLMG PLUMBING F. OWNER AND ARCHITECT WILL SUBMIT, PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH A AESTHETIC AND BRANDING UPGRADES TO EXTERIOR OF BUILDING. CONT CONTINUOUS PLWD PLYWOOD THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO B. OVERLAY AT THE ENTIRE ROOF DECK PARAPET WALLS&TOWER TOPS WITH EURO LAST MECHANICAL CJ CONTROLJOINT POC POINT OF CURVATURE ELECTRICAL MECHANICAL, PWMBING, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ROOFING. M-1 ENERGY COMPLIANCE I 1 1 1 DEPT DEPARTMENT # POUND or NUMBER ENCROACHMENT PERMET, ETC. YUM BRANDS WILL PAY FOR`CONNECTION FEES" INTERIOR RENOVATIONS WILL PRIMARILY CONSIST OF: 7 DIAMETER LBS POUNDS ASSOCIATED WITH U1IL1TY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO A RESTROOM UPGRADES AND NEW RESTROOM PARTITIONS AND FINISHES (ACCESSIBLE DIA DIAMETER PSI POUNDS PER SQUARE INCH COMPLETE THE WORK IN A TIMELY MANNER. UPGRADES). I TOTAL MECHANICAL SHEETS DIM DIMENSION PT PRESSURE TREATED B. DINING ROOM RENOVATIONS TO MEET CURRENT PROTOTYPE STANDARDS AND BRANDING DN DOWN PL PROPERTY UNE G. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT (FLOORING, NEW FURNITURE, NEW CEIUNG AND LIGHTING,WAINSCOT AND PAINT,ARTWORK DS DOWN SPOUT RE: REFERENCE TIME OF CONSTRUCTION. DIGITAL MENUBOARD ELECTRICAL DWG DRAWING RCP REFLECTED CEIUNG PLAN 1 DF DRINKING FOUNTAIN REFR REFRIGERATED SITE • E00.00 ELECTRICAL SPECIFICATIONS AND LEGEND EA EACH REINF REINFORCED H. ALLABBREVATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ELEC ELECTRICAL (R) RELOCATED ABBREVIATIONS ARE NOT CLEAR. STRUCTURAL DRIVE THRU ELEMENT INSTALLATION (MENUBQARD, PREVIEW BOARD. MENUBGARD OWNER ' E0I.00 ELECTRICAL LIGHTING AND POWER PLAN ›. ENCL ENCLOSURE REQ'D REQUIRED CANOPY,AND HEIGHT WARNING BAR)TO BE DIGITAL MODELS PER BKC SPECIFICATIONS, Q. EQ EQUAL ROW RIGHT OF WAY I. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING REVIEWAND UPDATE AS REQUIRED OF EXTERIOR ACCFSSIBLE PARKING, PARKING LOT AND PATH OF AMBROSIA QSR • ESI.10 ELECTRICAL SITE PLAN 0 EQUIP EQUIPMENT RD ROOF DRAIN SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. TRAVEL 522 SW 5th Ave. Suite 925 ' ESI.20 SITE PHOTOMETRIC PLAN = 0 (E) EXISTING ROOM CODE SYNOPSIS Portland, Oregon 97204 Lu RO EXIST EXISTING RO ROUGH OPENING J. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL CONTACT: Charlie Patton EXT EXTERIOR SECT SECTION TRADES PRIOR TO INSTALLATION. PHONE: 503.781.8967 E02.00 CODE COMPLIANCE 0 EIFS EXTERIOR INSULATION FINISH SYSTEM SHT SHEET EMAIL Charlie.PattoneArnbrosiaQSR.corn 0 - a -.4 ii: LL u_ FO FACE OF SIM SIMILAR K. GC SHALL PROVIDE WARRANTY DOCUMENTATION FOR ANY ROOFING MEMBRANE AND EIFS BUILDING CODES 5 TOTAL ELECTRICAL SHEETS FRP FIBERGLASS REINFORCED PANEL SPEC SPECIFICATIONWORK PERFORMED ON PROJECT AT THE CONCLUSION OF THE PROJECT , (3 N FIN FINISH SQ SQUARE 2019 OREGON STRUCTURAL SPECIALTY CODE FF FINISH FLOOR SS STAINLESS STEEL FD FLOOR DRAIN STD STANDARD 2017 OREGON ELECTRICAL SPECIALTY CODE D0.0 COVER SHEET DECOR LnG., FS FLOOR SINK ST STEEL 2019 OREGON MECHANICAL SPECIALTY CODE FLUOR FLUORESCENT STOR STORAGE 2017 OREGON PUJMBING SPECIALTY CODE IN. 0 FT FOOT/FEET STRUCT STRUCTURAL 2019 OREGON FIRE CODE DI.0 SEATING LAYOUT GALV GALVANIZED SUSP SUSPENDED DI.T PRELIMINARY METALWORK LAYOUT 2019 OREGON ZERO ENERGY READY COMMERCIAL CODE OFFICE COPY _ rm GA GAUGE TEL TELEPHONE LI GC GENERAL CONTRACTOR TEMP TEMPERATURE I.C.C./ANSI AI 17.1 (2009) , CITY of TIGARD • D2.0 INTERIOR BUILDING ELEVATIONS GYP BD GYPSUM BOARD T&G TONGUE&GROOVE HDW HARDWARE T.O. TOP OF SITE SUMMARY REVIEWED FOR LODE COMPLIANCE ` D2.1 INTERIOR BUILDING ELEVATIONS - HDR HEADER TYP TYPICAL AWN: #1 S136AD04001 Approved: iv I D2.2 INTERIOR BUILDING ELEVATIONS L16 HTC HEATING UL UNDERWRITERS LABORATORY PLANNING ZONE: Cha (GENERAL COMMERCIAL) OTC: [ I - D3.0 DECOR ELEVATIONS/DETAILS V) 7- HVAC HEATING VENTILATION &AIR LION UNLESS OTHERWISE NOTED CONDITIONING VTR VENT THROUGH ROOF STIE AREA: 28,314 SO. FT. - 0.65 ACRES Permit #: Pa CIAO On ) O D3.1 DECOR ELEVATIONS/DETAILS HT HEIGHTVIF VERIFY IN FIELD PROPERTY ADDRESS: 1 1539 SW PACIFIC HAY. �'• y REV DATE . DESCRIPTION ��• HM HOLLOW METAL VERT VERTICAL Suite #: - D4.0 REFLECTED CEILING PLAN I.__ Address: � �s .�g per'+ , � yw / HOR HORIZONTAL VCT VINYL COMPOSITE TILE TIGARD, OR 97223 ` / HB HOSE BIBB WC WATER CLOSET I-W HOT WATER WH WATER HEATER BUILDING SUMMARY By; \c-,c."-- A 3.2 HR HOUR W/ WITH --- Date: D5.0 FLOOR TILE PLAN j04.15.20 1st SUBMITTAL INSUL INSULATION W/O WITHOUT CONSTRUCTION TYPE: V-B INT INTERIOR WD WOOD VICINITY MAP FIRE SPRINKLERS: (UNPROTECTED) • D6.0 BUILDING FINISH LAYOUT LAM LAMINATED TOTAL BUILDING AREA 3,270 SF ANNOTATION SYMBOL LEGEND - D7.0 G.C. PLAN NUMBERUNCY STORIES:RRPS: X r2) (RESTAURANT) ARCHITECT STRUCTURAL • D7.1 WAY FINDING SIGNAGE PDead Gods Tattoo Massage Marvelsa TOTAL OCCUPANT LOAD: 119 . , ' • ' ' ' '•'•' ' ' ' ' ' '"'•'•'•••' "'•' Brad Young &Associates, Inc. DB.a DECOR SPECIFICATIONS ELEVATION HEIGHT 0'-0"A.F.F. rJCe S! SW Spruce St 19120 SE 34TH STREET, SUITE 115 ' PLAN DETAIL REFERENCE _ 9 o345 Pollasky Ave. ` D8.1 DECOR SPECIFICATIONS SHEET NUMBER ELEVATION LOCATION Halal Mediterranean Deli 4) HEIGHTS AND AREA LIMITATIONS: VANCOUVER, WA 98683 Clovis, California 93612 D8.2 FINISH SPECIFICATIONS pacific terrace CONTACT: CRAIG GILBERT THIS SIGNIFIES DETAIL - LAYOUT STARTPOINT - o>C ALLOWABLE HEIGHT: 60 FT. (TABLE 504.3 )WITHOUT AREA INCREASE PHONE: 360.719.1953 CONTACT:Travis Thomas, P.E. D8.3 FINISH SPECIFICATIONS YY 9 Qa PHONE: 559-323^9600 IS ON SAME SHEET ACTUAL HEIGHT: 24'-0" (TOP OF TOWER) EMAIL CGILBERTOPMDGINC.COM EMAIL tt'avisebyaengineering Com ' D8.4 FINISH SPECIFICATIONS N ALLOWABLE AREA: 24,000 SQ. FT. MECHANICAL DOOR NUMBER Laborworks Industrial • D8.5 FINISH SPECIFICATIONS ELEVATION REFERENCE _ N o I Staffing Specialists °° PARKING ANALYSIS: REFER TO SITE PLAN Robison Engineering Inc. • SHEET NUMBER _0 W,�TYPE © w PRQ�ECi SITE w. DUI ANALYSIS: REFER TO EGRESS PLAN 19401 40thAvenue W, Suite 302 a VERIFICATION PLAN SUB-ELEVATION LETTER A T =w •• Lynnwood, WA 98036 DRAWN BY: CDG ng Station Southwest •2a TOTAL DECOR SHEETS SIGNAGE CAILOUT Q p1539 acific Highway ` RESTROOM REQUIREMENTS: CONTACT: Mark Manglicmot CHECKED BY: - as ELEVATION REFERENCE -- _ PHONE: 206.364.3343 SHEET NUMBER D BNOTE O WATER CLOSETS: I PER 75 REQ. FOR MALE LAVATORIES: I PER 200 REQ. FOR MALE EMAIL markm®robisonengineering.Com ARCH. PROJECT NO.: ■ 0 s� d I PER 75 REQ. FOR FEMALE 1 PER 200 REQ. FOR FEMALE ELECTRICAL PLUMBING VALIDITY OF PERMIT AM B19001 .0 w PLAN DETAIL REFERENCE C ^ ~ REVISION NUMBER At U.S. Bank ATM �s N Robison Engineering Inc. Robison Engineering Inc. THE ISSUANCE OF A PERMIT SHEET NAME: V SHEET NUMBER 19401 40th Avenue W, Suite 302 19401 40th Avenue W, Suite 302 BASED ON CONSTRUCTION U.. �. n Lu's Sports Lynnwood, WA 98036 Lynnwood, WA 98036 DOCUMENTS AND OTHER LI- COLUMN GRID UNE NUMBER -- 9 Bar&Lounge CONTACT:Jesus Escalona CONTACT: Mark Manglianat DATA SHALL NOT PREVENT 0 u OCCUPANT LOAD FOR PLUMBING FIXTURES EMAILE: jr�I�ta®robisoner,gireeering.com EINE: 206.364.3343 gineering.com THE CODE OFFICIAL FROM COVER SHEET SECTION REFERENCEI © Black Rock Coffee Bar PER TABLE 2902.1 TOTAL.OCCUPANT LOAD= 119 (120)/2=60 FEMALES AND 60 MALT=S REQUIRING THE CORRECTION SHEET NUMBER 0_ FINISH CALLOUT I�Xao_ T 120 OCCUPANTS/Z 60 OF ERRORS. OSSC 105.4 _ ��,� The Mac SHEET NUMBER: DETAIL SECTION REFERENCE CEILING HEIGHT x•-x• �`ti�c 9 La Real Taqueria0 •SHEET NUMBER _ I X,lt Q� AOO.00 - CEILING FINISH CALLpL1T - Q v of Sw Portland NORTH 58 TOTAL SHEETS GENERAL PROJECT NOTES SPECIFICATIONS KEN MCCRACKEN, LIGHTING GENERAL NOTES NICHIHA-TUFFBLOCK ARCHITECT 1. FOR REQUIRED UGHTING UPGRADES,APPROVED OPTIONS, REFER TO "LIGHTING STANDARDS", PART I - GENERAL PART III: EXECUTION Arctrtecare•Program Management•Permitting AND LIGHTING SCHEDULE, ®DesignWithBK UNDER COMMON DOCUMENTS. LED LIGHTING IS PART II: PRODUCTS REQUIRED FOR DINING ROOM, KITCHEN,AND SITE. REFER TO DesignWithBK"SITE DESIGN 1.1 SECTION INCLUDES: 3.1 EXAMINATION 19120 SE 34TH STREET STANDARDS". - A EXTERIOR,PANELIZED FIBER CEMENT CLADDING SYSTEM AND ACCESSORIES TO COMPLETE A DRAINED 2.1 MANUFACTURERS A VERIFICATION OF CONDITIONS: SUITE 115 A ACCEPTABLE MANUFACTURER: NICHIHA CORPORATION, 18-19 NISHIKI 2-CHOME NAKA-KU, 1. FIBER CEMENT PANELS CAN BE INSTALLED OVER BRACED WOOD, STEEL STUDS AND VANCOUVER,WA 98683 SITE GENERAL NOTES AND PACK-VENTILATED RAINSCREEN. NAGOYA AICHI 460-8610,JAPAN. SHEATHING INCLUDING PLYWOOD, OSB, PLASTIC FOAM (1"OR LESS)OR FIBERBOARD B. ACCEPTABLE MANUFACTURER'S REPRESENTATIVE: NICHIHA USA, INC., 6465 E.JOHNS SHEATHING. FIBER CEMENT PANELS CAN ALSO BE INSTALLED OVER STRUCTURAL INSULATED PANELS PROJECT CONTACT: PETERSON LL 1. ASIGNAGE AND DRIVETHRU ORDERSTATIONS ARE TO BE 20/20 IMAGE COMPLIANT. B. INTERIOR FIBER CEMENT PANELIZED CLADDING SYSTEM AND ACCESSORIES. PHONE:360.980.8258 1.2 RELATED SECTIONS CROSSING, SUITE 250,JOHNS CREEK,GA 30097.TOLL FREE: 1.866.424.4421, OFFICE: (SIP'S), CONCRETE MASONRY UNITS(CMU'S)AND CONCRETE BLOCK STRUCTURES(CBS'S)WITH EMAIL EPErERSONCOPMDGINC.COM 2. LANDSCAPING IS REQUIRED AT DRIVETHRU ORDERSTATIONS AND OTHER AREAS. REFER TO 770.805.9466, FM: 770.805.9467,WQ JV.NICHIHACOM. FURRING STRIPS,AND PRE-ENGINEERED METAL CONSTRUCTION. INSULATED CONCRETE FORMS BKCS LANDSCAPE GUIDELINES ©DesignWithBK UNDER COMMON DOCUMENTS. A SECTION 05 41 00-STRUCTURAL METAL STUD FRAMING 1. BASIS OF DESIGN PRODUCT: NICHIHA TUFFBLOCK. (ICFS) REQUIRE ADDED MEASURES. CONSULT WITH NICHIHA TECHNICAL SERVICES. B. SECTION 06 1000-ROUGH CARPENTRY a. PROFILE COLORS: STEEL BAMBOO,WALNUT, PEWTER, OR DESIGNER-SPECIFIED CUSTOM 2. ALLOWABLE STUD SPACING: 16"O.C. MAXIMUM. 3. THERE ARE TO BE NO EXPOSED RECYCLE BINS. TRASH ENCLOSURES AND ACCESSORY COLOR. 3. A WEATHER RESISTIVE BARRIER IS REQUIRED WHEN INSTAWNG FIBER CEMENT PANELS. USE AN STRUCTURES ARE TO MATCH BUILDING,AND BE PAINTED EP-4G. C.SECTION 06 1600-SHEATHING b. ACCESSORY/COMPONENT OPTIONS: APPROVED WEATHER RESISTIVE BARRIER(WRB)AS DEFINED BY THE 2015 IBC OR IRC. REFER TO D.SECTION 07 20 00-THERMAL PROTECTION i. MANUFACTURED CORNERS WITH 3-1/2"RETURNS FOR EACH PROFILE COLOR. LOCAL BUILDING CODES. 4. COMPLIANCE WITH ALL LOCAL, STATE,AND NATIONAL CODES IS REQUIRED, INCLUDING THEii. ALUMINUM TRIM OPTIONS: CORNER KEY,OPEN OUTSIDE CORNER, H-MOLD, 4. APPROPRIATE METAL FLASHING SHOULD BE USED TO PREVENT MOISTURE PENETRATION KEN MCCRACKEN,ARCHITECT AMERICANS WITH DISABILITIES ACT. E. SECTION 07 25 00-WEATHER BARRIERS J-MOLD, COMPRESSION JOINT, INSIDE CORNER AROUND ALL DOORS,WINDOWS,WALL BOTTOMS, MATERIAL TRANSITIONS AND PENETRATIONS. m SEAL: -w " .- . ... - F. SECTION 07 60 00-FLASHING AND SHEET METAL 1. FINISH: CUSTOM COLOR, CLEAR ANODIZED, OR PRIMED REFER TO LOCAL BUILDING CODES FOR BEST PRACTICES. 5. PROPOSED SITE PLANS MUST BE SUBMITTED FOR ALL REMODELS G.SECTION 07 90 00-JOINT PROTECTION iii. ESSENTIAL FLASHING SYSTEM: STARTER, OVERHANG. B. EXAMINE SITE TO ENSURE SUBSTRATE CONDITIONS ARE WITHIN ALIGNMENT TOLERANCES FOR �ED A L 1. FINISH: MATTE BLACK. PROPER INSTALIATION. '\� l I C,y 6. ALL REMODELS ARE TO HAVE DOUBLE WING DRIVETHRU ORDERING AREAS WHENEVER 1.3 REFERENCES c. DIMENSIONS-AWP-1818: 455MM (17-7/8") (H)X 1,818 MM (71-9/16") (L). C. DO NOT BEGIN INSTALLATION UNTIL UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED. �� //‘ d. PANEL THICKNESS: 16 MM (5/8"). D. DO NOT INSTALL PANELS OR COMPONENTS THAT APPEAR TO BE DAMAGED OR DEFECTIVE. KENNETH J. PHYSICALLY POSSIBLE. REFER TO SITE DESIGN STANDARDS SECTION OF THE A AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (MMA): MCCRACKEN DESIGNWITHBK.COM WEBSITE e. FINISH: MATTE, MODERATELY TEXTURED. DO NOT INSTALL WET PANELS. 1. MMA 509-14-VOLUNTARY TEST AND CLASSIFICATION METHOD OF DRAINED AND BACK VENTILATED f. WEIGHT: 35.27 LBS. PER PANEL 3.2 TOLERANCE • • 7. AllDRIVETHRU MENUBOARDS AND PREVIEW BOARDS ARE TO BE REPLACED WITH NEW DIGITAL RAIN SCREEN WALL CLADDING SYSTEMS g. COVERAGE: 8.88 SQ. FT. PER PANEL A WALL SURFACE PLANE MUST BE PLUMB AND LEVEL WITHIN+/--'A INCH IN 20 FEET IN ANY MODELS PER BKC SPECIFICATIONS. B. ASTM INTERNATIONAL h. FACTORY SEALED ON SIX[6] SIDES. DIRECTION. License#5599(ASTM): C. SUBSTITUTIONS: NOT PERMITTED. 1. ONE LAYER OF NICHIHA 5MM (-3/16")SPACER MAY BE USED AS SHIM. OF 0 8. WHENEVER POSSIBLE,A DRIVETHRU BYPASS LANE WILL BE REQUIRED ON THE DRIVETHRU SIDE 1. ASTM C 518-STANDARD TEST METHOD FOR STEADY-STATE THERMAL TRANSMISSION PROPERTIES BY D. REQUESTS 01 6FOR 0. R SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH PROVISIONS OF 33.3 IN GENERAL INSTALL PRODUCTS IN ACCORDANCE WITH THE LATEST INSTALlAT10N GUIDELINES TION 9�� ���� OF THE BUILDING MEANS OF THE HEAT FLOW METER APPARATUS. SE2.2 MATERIALS OF THE MANUFACTURER AND ALLAPPUCABLE BUILDING CODES AND OTHER LAWS, RULES, 9. ALL DRIVETHRU LANES SHALL BE REPLACED WITH FULL BLACK CONCRETE LANES FROM THE 2.ASTM C 1185-STANDARD TEST METHODS FOR SAMPLING AND TESTING NON-ASBESTOS FIBER A FIBER CEMENT PANELS MANUFACTURED FROM A PRESSED, STAMPED,AND AUTOCLAVED MIX REGULATIONS AND ORDINANCES. REVIEW ALL MANUFACTURER INSTALLATION, MAINTENANCE 03/25/20 BEGINNING OF THE DRIVETHRU LANES TO 9'PAST THE CENTERUNE OF THE DRIVETHRU PICKUP CEMENT. OF PORTLAND CEMENT, FLY ASH, SILICA RECYCLED REJECTS,AND WOOD FIBER BUNDLES. INSTRUCTIONS,AND OTHER APPLICABLE DOCUMENTS BEFORE INSTALLATION. WINDOW. REFER TO SITE DESIGN STANDARDS SECTION OF THE DESIGNWTTHBK.COM WEBSITE a. ASTM C 1186-STANDARD SPECIFICATION FOR FLAT FIBER-CEMENT SHEETS. B. PANEL SURFACE PRE-FINISHED AND MACHINE APPLIED. 1. CONSULT WITH YOUR LOCAL DEALER OR NICHIHA TECHNICAL DEPARTMENT BEFORE C. PANELS PROFILED ALONG ALL FOUR EDGES, SUCH THAT BOTH HORIZONTAL AND VERTICAL INSTAWNG ANY NICHIHA FIBER CEMENT PRODUCT ON A BUILDING HIGHER THAN 45 FEET OR 3.ASTM E-84-STANDARD TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS. JOINTS BETWEEN THE INSTALLED PANELS ARE SHIP-LAPPED. THREE STORIES OR FOR CONDITIONS NOT MATCHING PRESCRIBED STANDARD INSTALLATION GUIDE 4.ASTM E 119-STANDARD TEST METHODS FOR FIRE TESTS OF BUILDING CONSTRUCTION AND D. FACTORY-APPLIED SEALANT GASKET ADDED TO TOP AND RIGHT PANEL EDGES;ALL JOINTS REQUIREMENTS AND METHODS.A TECHNICAL DESIGN REVIEW(TDR) PROCESS IS AVAILABLE TO n CONSULTANT: ====. CONTAIN A FACTORY SEALANT. EVALUATE PROJECT FEASIBILITY. MATERIALS. 2.3 PERFORMANCE REQUIREMENTS: 2. VERTICAL CONTROVEXPANSION JOINTS ARE REQUIRED WITH AWP-1818, FOR WALLS WIDER 5.ASTM E 228-STANDARD TEST METHOD FOR LINEAR THERMAL EXPANSION OF SOLID MATERIALS WITH A FIBER CEMENT CLADDING-MUST COMPLY WITH ASTM C-1 186,TYPE A GRADE II THAN 30 FEET,WITHIN 2-12 FEET OF OUTSIDE CORNERS FINISHED WITH METAL TRIM AND A VITREOUS SILICA DILATOMETER. REQUIREMENTS: APPROXIMATELY EVERY 30 FEET THEREAFTER. 1. WET FLEXURAL STRENGTH: RESULT: 1418 PSI, LOWER LIMIT: 1015 PSI. 3. HORIZONTAUCOMPRESSION JOINTS ARE REQUIRED FOR MULTI-STORY INSTALLATIONS OF 6.ASTM E 330-STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, 2. WATER TIGHTNESS: NO WATER DROPLETS OBSERVED ON ANY SPECIMEN. AWP. LOCATE JOINTS AT FLOOR UNES.JOINTS ARE FLASHED MINIMUM 1/2"BREAKS. DO NOT CURTAIN WADS,AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. 3. FREEZE-THAW: NO DAMAGE OR DEFECTS OBSERVED. CAULK. REFER TO INSTALLATION GUIDE(S). 4. WARM WATER: NO EVIDENCE OF CRACKING, DELAMINATION, SWEWNG, OR OTHER DEFECTS A WOOD FRAMED BUILDINGS OF THREE OR MORE FLOORS REQUIRE A COMPRESSION JOINT AT 7.ASTM E 331 -STANDARD TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS,CURTAIN OBSERVED. EACH FLOOR. WALLS,AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. 5. HEAT-RAIN: NO CRAZING, CRACKING, OR OTHER DELETERIOUS EFFECTS, SURFACE OR JOINT B. STEEL FRAMED BUILDINGS (INCLUDING REINFORCED CONCRETE CORE WITH LGMF EXTERIOR C. FLORIDA BUILDING CODE-TEST PROTOCOL HVHZ CHANGES OBSERVED IN ANY SPECIMEN. WALLS)OF MORE THAN THREE FLOORS(OR 45 FEET) REQUIRE A COMPRESSION JOINT EVERY 25 B. MEAN COEFFICIENT OF LINEAR THERMAL EXPANSION (ASTM E-228): MAX 1.0*10A 5 IN./IN. F. FEET AT A FLOOR LINE. 1. TESTING APPUCATION STANDARD(TAS)202, 203-HVHZ TEST PROCEDURES C. SURFACE BURNING (CAN-ULC SI 02/ASTM E-84): FLAME SPREAD: 0, SMOKE DEVELOPED: 0. D.NATIONAL FIRE PROTECTION ASSOCIATION(NFPA): D. WIND LOAD(ASTM E-330): CONTACT MANUFACTURER FOR ULTIMATE TEST PRESSURE DATA B. PANEL CUTTING CORRESPONDING TO FRAMING TYPE, DIMENSIONS, FASTENER TYPE,AND ATTACHMENT CUPS. 1. ALWAYS CUT FIBER CEMENT PANELS OUTSIDE OR IN A WELL VENTILATED AREA DO NOT CUT 1. NFPA 285-FIRE TEST METHOD FOR EXTERIOR WALLASSEMBUES CONTAINING COMBUSTIBLE PROJECT ENGINEER(S) MUST DETERMINE ZONE 4 AND 5 DESIGN PRESSURES BASED ON PROJECT THE PRODUCTS IN AN ENCLOSED AREA MATERIAL SPECIFICS. 2. ALWAYS WEAR SAFETY GLASSES AND NIOSH/OSHA APPROVED RESPIRATOR WHENEVER 2.NFPA 268-IGNITION RESISTANCE OF EXTERIOR WALL ASSEMBLIES. 1. MINIMUM LATERAL DEFLECTION: U120. CUTTING, DRIWNG, SAWING, SANDING OR ABRADING THE PRODUCTS. REFER TO MANUFACTURER E. WATER PENETRATION (ASTM E-331): NO WATER LEAKAGE OBSERVED INTO WALL CAVITY. SDS FOR MORE INFORMATION. _ _ E. STANDARDS COUNCIL OF CANADA&UNDERWRITERS LABORATORIES CANADA(ULC): F. STEADY-STATE HEAT FLUX AND THERMAL TRANSMISSION PROPERTIES TEST(ASTM C-518): 16MM 3. USE A DUST-REDUCING CIRCULAR SAW WITH A DIAMOND-TIPPED OR CARBIDE-TIPPED BLADE _ - 1. CAN/ULC 5-102-STANDARD METHOD OF TEST FOR SURFACE BURNING CHARACTERISTICS. THICK PANEL THERMAL RESISTANCE R VALUE OF 0.47. a. RECOMMENDED CIRCULAR SAW: MAKITA 7-1/4"CIRCULAR SAW WITH DUST G. FIRE RESISTANT(ASTM E-1 19):THE WALL ASSEMBLY MUST SUCCESSFULLY ENDURE 60-MINUTE COLLECTOR(#5057KB). - 111111°4 2.CAN/ULC S-134-STANDARD METHOD OF FIRE TEST OF EXTERIOR WALL ASSEMBLY. FIRE EXPOSURE WITHOUT DEVELOPING EXCESSIVE UNEXPOSED SURFACE TEMPERATURE OR b. RECOMMENDED BLADE:TENRYU BOARD-PRO PLUS PCD BLADE(#BP-18505). i 0 g11265011 1.4 SUBMITTALS ALLOWING FLAMING ON THE UNEXPOSED SIDE OF THE ASSEMBLY. c. SHEARS(ELECTRIC OR PNEUMATIC) OR JIG SAW CAN BE USED FOR COMPLICATED CUTTINGS, H. IGNITION RESISTANCE (NFPA 268): NO SUSTAINED FLAMING OF PANELS,ASSEMBLY WHEN SUCH AS SERVICE OPENINGS, CURVES, RADII AND SCROLLWORK. A SUBMIT UNDER PROVISIONS OF SECTION 01 33 00. 0 4. SILICA DU T WARNING: FIBER CEMENT PRODUCTS MAY CONTAIN SOME AMOUNTS OF i 0 SUBJECTED TO A MINIMUM RADIANT HEAT FLUX OF 12.5 KW/M2 f 5/o IN THE PRESENCE OFA PILOT S -\r B. PRODUCT DATA SUBMIT MANUFACTURER'S PRODUCT DESCRIPTION,STORAGE AND HANDUNG IGNITION SOURCE FOR A 20-MINUTE PERIOD. CRYSTAWNE SILICA,A NATURALLY OCCURRING, POTENTIALLY HAZARDOUS MINERAL WHEN -10 REQUIREMENTS,AND INSTALLATION INSTRUCTIONS. I. FIRE PROPAGATION (NFPA 285):WALL ASSEMBLY OF NICHIHA MVP, ULTIMATE CUPS AND AIRBORNE IN DUST FORM. CONSULT PRODUCT SDS OR VISIT i Nts, STARTER TRACK,TYVEK COMMERCIAL WRAP, %"DENSGLASS GOLD SHEATHING, 16"O.C. 18 GAUGE HTTPS://W XtW.OSHAGOV/DSGTTOPICS/SIUCACRYSTAWNE/. C. PRODUCT TEST REPORTS AND CODE COMPLIANCE: DOCUMENTS DEMONSTRATING PRODUCT STEEL STUDS, MINERAL WOOL IN-CAVITY INSULATION,AND INTERIOR 5/8"TYPE X GYPSUM MET THE IMMEDIATELY CLEAN DUST FROM CUT PANELS AS IT MAY BIND TO THE FINISH. t\- iitiiiitilamentoof COMPLIANCE WITH LOCAL BUILDING CODE,SUCH AS TEST REPORTS OR EVALUATION REPORTS FROM ACCEPTANCE CRITERIA OF NFPA 285. QUALIFIED, INDEPENDENT TESTING AGENCIES. J. FIRE PROPAGATION (CAN/ULC S-134):WALL ASSEMBLY OF NICHIHAAWP, ULTIMATE CUPS AND STARTER TRACK,TYVEK HOUSEWRAP, 5/8"FRT PLYWOOD, 16"O.C. 2X WOOD STUDS, FIBERGLASS D. LEED CREDITS:PROVIDE DOCUMENTATION OF LEED CREDITS FOR PROJECT CERTIFICATION UNDER IN-CAVITY INSULATION,AND INTERIOR 5/8"TYPE X GYPSUM MET THE ACCEPTANCE CRITERIA OF USGBC LEED 2009(VERSION 3.0)OR 2012 V.4. CAN/ULC 5-134. K. DRAINED AND BACK VENTILATED RAINSCREEN (MMA 509-14): SYSTEM CLASSIFICATIONS:WI, E. MANUFACTURER'S DETAILS:SUBMIT DRAWINGS(.DWG, .RVI,AND/OR.PDF FORMATS), INCLUDING V1. PLANS,SECTIONS,SHOWING INSTALLATION DETAILS THAT DEMONSTRATE PRODUCT DIMENSIONS, L FLORIDA BUILDING CODE-TEST PROTOCOL HVHZ (TAS 202, 203): DESIGN PRESSURE: 95 PSF. EDGE/TERMINATION CONDMONS/TREATMENTS,COMPRESSION AND CONTROL JOINTS, CORNERS, 2.4 INSTALLATION COMPONENTS OPENINGS,AND PENETRATIONS. A ULTIMATE CUP SYSTEM: F. SAMPLES:SUBMIT SAMPLES OF EACH PRODUCT TYPE PROPOSED FOR USE. 1. STARTER TRACK: FA 700(10MM RAINSCREEN)-3030MM (L)GALVALUME COATED STEEL 2. PANEL CUPS:JEL 778"ULTIMATE CUP II" (10MM RAINSCREEN FOR 5/8"AWP) 1.5 QUALITY ASSURANCE -ZINC-ALUMINUM-MAGNESIUM ALLOY COATED STEEL A MANUFACTURER QUALIFICATIONS: a. JOINT TAB ATTACHMENTS(INCLUDED)-USED AT ALL AW -1818 PANEL TO PANEL VERTICAL 1. ALL FIBER CEMENT PANELS SPECIFIED IN THIS SECTION MUST BE SUPPUED BYA MANUFACTURER WITH JOINTS. 3. CORNER CUPS:JE 777C(10MM RAINSCREEN FOR 5/8"AWP MANUFACTURED CORNERS) A MINIMUM OF 10 YEARS OF EXPERIENCE IN FABRICATING AND SUPPLYING FIBER CEMENT CLADDING -ZINC-ALUMINUM-MAGNESIUM ALLOY COATED STEEL 0 SYSTEMS. 4. SINGLE FLANGE SEALANT BACKER-FHK 1015 R(10MM)-6.5' (L) FLUORINE COATED e GALVALUME. LL_ NI a. PRODUCTS COVERED UNDER THIS SECTION ARE TO BE MANUFACTURED IN AN ISO 9001 5. DOUBLE FLANGE SEALANT BACKER-FH 1015 R(10MM)- 10'(L) FLUORINE COATED CERTIFIED FACIUTY. GALVALUME. Z ' ' U N 2.PROVIDE TECHNICAL DESIGN SUPPORT AS NEEDED REGARDING INSTAUATION REQUIREMENTS 6. CORRUGATED SPACER-FS 1005 (5MM), FS 1010(10MM)-4' (L). C ' B. ALUMINUM TRIM (OPTIONAL): PAINT PRIMED TRIM AS SPECIFIED IN FINISH SCHEDULE. AND WARRANTY COMPLIANCE PROVISIONS. C. ESSENTIAL FLASHING SYSTEM (OPTIONAL): B. INSTALLER QUALIFICATIONS:ALL PRODUCTS LISTED IN THIS SECTION ARE TO BE INSTALLED BY A SINGLE 1• STARTER-MAIN SEGMENTS (3030MM), INSIDE CORNERS, OUTSIDE CORNERS 2. OVERHANG-MAN SEGMENTS (3030MM), INSIDE CORNERS, OUTSIDE CORNERS,JOINT CUPS INSTALLER TRAINED BY MANUFACTURER OR REPRESENTATIVE. D. FASTENERS: CORROSION RESISTANT FASTENERS, SUCH AS HOT-DIPPED GALVANIZED SCREWSkW 0 VI o C.MOCK-UP WALL PROVIDE A MOCK-UP WALLAS EVALUATION TOOL FOR PRODUCT AND INSTALLATION APPROPRIATE TO LOCAL BUILDING CODES AND PRACTICES MUST BE USED. USE STAINLESS STEEL 6 FASTENERS IN HIGH HUMIDITY AND HIGH-MOISTURE REGIONS. PANEL MANUFACTURER IS NOT WORKMANSHIP. LIABLE FOR CORROSION RESISTANCE OF FASTENERS. DO NOT USE ALUMINUM FASTENERS, STAPLES D.PRE-INSTALLATION MEETINGS: PRIOR TO BEGINNING INSTALLATION, CONDUCT CONFERENCE TO VERIFY OR FASTENERS THAT ARE NOT RATED OR DESIGNED FOR INTENDED USE.SEE MANUFACTURER'S W Ul 6 AND DISCUSS SUBSTRATE CONDITIONS, MANUFACTURER'S INSTAUATTON INSTRUCTIONS AND WARRANTY INSTRUCTIONS FOR APPROPRIATE FASTENERS FOR CONSTRUCTION METHOD USED. E. FLASHING: FLASH ALL AREAS SPECIFIED IN MANUFACTURER'S INSTRUCTIONS. DO NOT USE REQUIREMENTS,AND PROJECT REQUIREMENTS. RAW ALUMINUM FLASHING. FLASHING MUST BE GALVANIZED,ANODIZED, OR PVC COATED. C 1.6 DELVERY,STORAGE,AND HANDLING F. SEALANT: SEALANT SHALL COMPLY WITH ASTM C920, CLASS 35. A PANELS MUST BE STORED FLAT AND KEPT DRY BEFORE INSTALLATION.A WATERPROOF COVER OVER7'1.-7-7:-7:77.f.`1-1:7;:=;17,-17==.7.4 PANELS AND ACCESSORIES SHOULD BE USED AT ALL TIMES PRIOR TO INSTALLATION. DO NOT STACK REV DATE DESCRIPTION PALLETS MORE THAN TWO HIGH. REFER TO THE INFORMATION INCLUDED ON EACH PALLET. A 01.13.20 CLEW REVIEW B. IF PANELS ARE EXPOSED TO WATER OR WATER VAPOR PRIOR TO INSTALLATION,ALLOW TO COMPLETELY DRY BEFORE INSTAWNG. FAILURE TO DO SO MAY RESULT IN PANEL SHRINKAGE AT SHIP LAP JOINTS,AND SUCH ACTION MAY VOID WARRANTY. C.PANELS MUST BE CARRIED ON EDGE. DO NOT CARRY OR UFT PANELS FLAT. IMPROPER HANDLING MAY CAUSE CRACKING OR PANEL DAMAGE. D.DIRECT CONTACT BETWEEN THE PANELS AND THE GROUND SHOULD BE AVOIDED AT ALL TIMES. IT IS NECESSARY TO KEEP PANELS CLEAN DURING INSTALLATION PROCESS. 1.7 WARRANTY A PROVIDE MANUFACTURER'S 15-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN FIBER CEMENT PANELS.ADDITIONAL 5-YEAR EXTENSION AVAILABLE WHEN REFINISHED IN YEAR 14-15. B. PROVIDE MANUFACTURER'S 15-YEAR WARRANTY AGAINST MANUFACTURED DEFECTS IN PANEL FINISH. C.WARRANTY PROVIDES FOR THE ORIGINAL PURCHASER.SEE WARRANTY FOR DETAILED INFORMATION ON I TERMS,CONDTITONS AND LIMITATIONS. _.. DRAWN BY: CDG CHECKED BY: - Li ARCH.PROJECT NO.: v AMB19001 .0 SHEET NAME: z===-:--::: GENERAL NOTES & SPECIFICATIONS 11 SHEET NUMBER: cz,= 1 1 i EXTERIOR FINISH SCHEDULE KEN McCRACKEN, BURGER KING - 20/20 GARDEN GRILL EXTERIOR ARCHITECT EXTERIOR MATERIALS & FINISH SCHEDULE (not all specs are used on every project) /rchiaecd.re•Program Management•Permitting 08/07/19 19120 SE 34TH STREET CODE MATERIAL LOCATION MANUFACTURER DESCRIPTION SUITE 115 ADDITIONAL INFORMATION PRODUCT COLOR DIMENSION VANCOUVER,WA 98683 EVOLUTION BRICK MOD/ QS TUMBLED (FULL BRICK) OLDE HILLSBORO CONTACT: GABE POWERS (502) 558-4612 PROJECT CONTA360.980.8258 CT:ERICK PETERSON NOTE: USE WITH EGR-3G EMAIL EiPETERSON®PMDGINC.COM (THIN BRICK) SIERRA TUMBLED EB-1G EXTERIOR BRICK GENERALPINE HALL BRICK FACE BRICK OLD IRVINGTON OJS CONTACT: THERESA BEANE (800) 334-8689 - tbeane@pinehallbrick.com NOTE: USE WITH EGR-3G H.C. MUDDOX BRICK THIN BRICK BK WEST COAST BLEND CONTACT: ERIN LYNCH (916) 206-7831 N OT F: I IF WITH F(41:2-1(:. "SHALL BROWN" — 5 IAL UtRbL) JUIN 15 — UNNHIN I LL) II— IVU CONTACT NICHIHA CUSTOMER SERVICE (770) 805-9466 EB-1AG EXTERIOR FINISH FIBER OTHER BRICK IS PRESENT. BK@NICHIHA.COM KEN MCCRACKEN ARCHITECT (ALTERNATE CEMENT BRICK PANELS GENERAL NICHIHA FIBER CEMENT NICHIHA CANYON BRICK PANELS (ON REMODELS, IF THERE IS ANY EXISTING BRICK ON THE 18" X 6' INSTALL PER MANUFACTURER'S SPECIFICATIONS .SEAL:IL:: - �- - - -� .3 FOR EB-1G) BUILDING, THE EXISTING BRICK AND THE NICHIHA BRICK MUST 5E PAINTED TO MATCH EP-4G) VERTICAL APPLICATIONS ONLY (NOT FOR USE ON SOFFITS) CONTACT: JOY DETER AT EUROWEST (714) 309-9551 ECT-1G EXTERIOR CERAMIC TILE ACCENT AT BUILDING FRONT GRANITI GIANDRE/ EUROWEST SENSIBLE STONE ED5052 "RED NATURAL" 12" X 24" OR JOY KLEIN (813) 334-3302 \� jklein@transamerica.com �, STACKED BOND PATTERN \ KENNETH J. 111'ITG. I ICF \AITTI-I GrD_rll^_ - MCCRACKEN 1 CONTACT: JOY DETER AT EUROWEST (714) 309-9551 XZvIZNA • — ECT-18G EXTERIOR CERAMIC TILE INLINE RESTAURANTS ONLY GRANITI GIANDRE/ EUROWEST ROVERE ANTICO LEGNI HIGH TECH PAR 15334 "ROVERE" 6" X 36' OR JOY KLEIN (813) 334-3302STACKED BOND PATTERN jklein@transamerica.com icense#5599AlriTF. I ICG 111ITTI-I Frl7-O( STO POWERWALL STUCCO SYSTEM COLOR TO MATCH EP-2G 9/'4- ' <S STO OR APPROVED EQUAL TEXTURE: FINE SAND PPG "DESERT DUNE" CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 OF EXTERIOR FINISH - OR STO THERM CI EIFS SYSTEM EF-1G STUCCO, STO, FIBER GENERAL CONTACT NICHIHA CUSTOMER SERVICE (770) 1305-9466 03/25/20 CEMENT SIDING PANELS NICHIHA FIBER CEMENT NICHIHA TUFFBLOCK PREPAINTED TO MATCH EP-2G - PPG "DESERT DUNE" 18" X 6' BK@NICHIHA.COM STACKED BOND PATTERN INSTALL PER MANUFACTURER'S SPECIFICATIONS VERTICAL APPLICATIONS ONLY (NOT FOR USE ON AcFFITS) EXTERIOR FINISH COLOR TO MATCH EP-4G CONTACT: TIM SALERNO AT STO CORP (407) 466-5371 EF-4G STUCCO GENERAL STO OR APPROVED EQUAL STO POWERWALL STUCCO SYSTEM PPG GRANITE CONSULTANT: L---...==-77:::772 EF-8G CONTACT:800-255-1727 (ALTERNATE EXTERIOR FINISH STONE EXTERIOR SIGN ARCHONS BORAL STONE PRODUCTS COUNTRY LEDGESTONE "ASPEN" Diane.Clark@boral.com FOR EF-9G) culturedstone@boral.com • EF-9G EXTERIOR FINISH CONTACT NICHIHA CUSTOMER SERVICE (770) 805-9466 FIBER CEMENT BK@NICHIHA.COM INSTALL PER MANUFACTURER'S SPECIFICATIONS. VERTICAL SEAMS SHALL BE NICHIHA FIBER CEMENT VINTAGE WOOD EF762 "CEDAR" 18" X 10' MINIMIZED. ALL SPANS OF 10' OR MORE SHALL HAVE VERTICAL SEAMS ALIGNED IN THE CENTER OF THE ARCHON. SEAMS TO BE CAULKED WITH EC-1G OR USE "H TR-1G ALUMINUM TRIMS EXTERIOR SIGN ARCHONS MOLD" FACTORY TRIMS. ALL TRIMS SHALL BE FACTORY PAINTED TO MATCH PANELS. VERTICAL APPLICATIONS ONLY (NOT FOR USE ON SOFFITS) CONTACT: MATT KLINGE AT ADFAST (314) 753-0964 EC-1G EXTERIOR CAULK ADSEAL PRODUCTS ADSEAL 458-63 VINTAGE WOOD CEDAR" matt.klinge@adfastcorp.com NOTE: USE WITH EF-9G EP-2G EXTERIOR PAINT EXTERIOR GENERAL PRIMER: 17-921 "DESERT DUNE" 1023-4 = "TANNERS TAUPE" CONTACT: KEVIN LASTACY @ PPG PAINT: 6-2045XI PPG1023-4 Corporate National Accounts Manager EP-4G EXTERIOR PAINT EXTERIOR WAINSCOT PRIMER: 17-921 "GRANITE" 1022-6 = "MONTERREY CLIFFS" (616)335-3259 � .W� �3c ,� PAINT: 6-2045XI 10YY 14/080 klastacy@ppg.com mow.' " LOGO SIGN CABINETS & PRIMER: 6-212 "STEPPING STONE" 1010-4 = "BURGER KING SILVER" NOTE: FOR REMODELS ONLY EP-6G EXTERIOR PAINT BURGER KING��jj CHANNEL LETTER PAINT: 6-230 Custom Formula NOT FOR USE ON ROOFS. - .1.1°*r•iiirgir SEE EP-6AG & EP-6BG EP-6AG EXTERIOR PAINT EXISTING MATSARD ROOFS, PRIMER: 17-921 "DOVER GRAY" 1001-1 = "GRYMMYS GREY" NOTE: BY EXCEPTION FOR REMODELS ONLY 1- 'MOP ------- 1"---- 4 SHINGLES & BARREL TILE PPG PAINT: 90-1110 OONN 20/000 NOTE: BY EXCEPTION FOR REMODELS ONLY EP-6BG EXTERIOR PAINT EXISTING STANDING SEAM PRIMER: 90-712 "GRAY STONE" = "MARCH MARCH WIND" rot METAL ROOF PAINT: 90-1110 Custom Formula METAL COPING AT ARCHON PRIMER: 17-921 "CARAVEL BROWN" 1079-6 = "CEDAR" , fijk?...)0_t EP-8BG EXTERIOR PAINT TOWERS PAINT: 6-2045XI Custom Formula EXT-1G EXTERIOR PAINT POLES & POLE SIGN PRIMER: 90-712 "BLACK" , 410 PAINT: 90-353 EXT-2G EXTERIOR PAINT SIGNS PRIMER: 90-712 Tint to match PAINT: 90-375 PPG 1006-6 "DECONSTRUCTION" PRIMER: "TAUPE TONE" Contact: GLENN REMLER. ARCHITECTURAL ACCOUNT EXECUTIVE Loxon Concrete & Masonry A24W300 SW 7633 EP-2G EXTERIOR PAINT EXTERIOR GENERAL PAINT: phone: (954) 547-1217 Superpaint Ext Satin A89 Series Satin email: Glenn.J.Remler@Sherwin.com PRIMER: "HOMESTEAD BROWN" Loxon Concrete & Masonry A24W300 SW 7515 EP-4G EXTERIOR PAINT EXTERIOR WAINSCOT PAINT: Superpaint Ext Satin A89 Series Satin LOGO SIGN CABINETS & PRIMER: FACTORY FINISH SILVER NOTE: FOR REMODELS ONLY EP-6G EXTERIOR PAINT BURGER KING CHANNEL LETTER Kern Bond HS B50A28 'ir PAINT: CABINETS Silver Brite B59S11 � PRIMER: "WESTCHESTER GRAY" NOTE: BY EXCEPTION FOR REMODELS ONLY (3 M EXISTING MANSARD ROOFS, Pro Industrial Pro-Cryl Primer B66-310 SW 2849 0 EP-6AG EXTERIOR PAINT PAINT: Nj SHINGLES & BARREL TILE Pro Industrial High Performance Acrylic B66-660 - Z l ' Eggshell SHERWIN-WILLIAMS PRIMER: "MARCH WIND" NOTE: BY EXCEPTION FOR REMODELS ONLY EXISTING STANDING SEAM Pro Industrial Pro-Cryl Primer B66-310 Custom Formula in c (� EP-fiBG EXTERIOR PAINT PAINT: NJ METAL ROOF Pro Industrial High Performance Acrylic B66-660 eg a a 0 Eggshell PRIMER: "CEDAR" A' METAL COPING AT ARCHON Pro Industrial Pro-Cryl Primer B66-31.0 Custom Formula0 EP-8G EXTERIOR PAINT TOWERS PAINT: Z Pro Industrial High Performance Acrylic B66-650 650 Semi-Gloss LU • PRIMER: FACTORY FINISH BLACK C '� Pro Industrial Pro-Cryl Primer B66-310 EXT-1G EXTERIOR PAINT POLES & POLE SIGN PAINT: Pro Industrial High Performance Acrylic B66-600 Gloss PRIMER: FACTORY FINISH TO MATCH REV DATE DESCRIPTION Pro Industrial Pro-Cryl Primer B66-310 SW 6075 "GARRET GRAY" A 01.13.20 GJENTREv1Ew EXT-2G EXTERIOR PAINT SIGNS PAINT: Pro Industrial High Performance Acrylic B66-600 Gloss EGR-3G GROUT BRICK MAPEI #5 "CHAMOIS" NOTE: USE WITH EB-1G NOTE: USE WITH ECT-1G EGR-4G GROUT CERAMIC TILE CUSTOM BUILDING PRODUCTS POLYBLEND SANDED #335 "WINTER GRAY" *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID SET *** SEAL GROUT WITH AQUAMIX SEALERS CHOICE GOLD NOTE: USE WITH ECT-18G *** CONTRACTOR TO ALLOW 1/16" MAX FOR GROUT JOINT EGR-9G GROUT INLINE RESTAURANTS ONLY LATICRETE POLYBLEND SANDED #66 "CHESTNUT BROWN" *** FOR SETTING MATERIALS USE COMPLETE CONTACT RAPID SET CERAMIC TILE *** SEAL GROUT WITH AQUAMIX SEALERS CHOICE GOLD Contact: Kirby Davis at Laticrete (203) 671-7210 CONTACT: W.P. HICKMAN COMPANY (828)676-1700 - WWW.WPH.COM MC-1G METAL COPING TOP OF LIGHT BAND PERMA SNAP PLUS A-30 "SILVERSMITH" WALL CAP FACTORY FINISH TO MATCH EP-2G MC-2G METAL COPING BELOW LIGHT BAND W.P. HICKMAN SYSTEMS, INC. PERMA SNAP PLUS PPG „TANNERS TAUPE” DRAWN BY: CDG CHECKED BY: — TO BE PAINTED TO MATCH EP-8G MC-3G METAL COPING TOP OF ARCHON PERMA SNAP PLUS PPG "CEDAR" 13 ARCH.PROJECT NO.: r.:=-= PRODUCT INFORMATION: KEVIN RUBOTTOM AT LEKTRON AMB 19001 .0 LEKTRMP-1G PARAPET LIGHT BAND *SEE APPROVED SIGNON SUPPLIERS LED LIGHT BAND *SEE PLANS (800) 634-4059 OR (918) 622-4978 SHEET NAME: .-- _ _= >. Email: KRubottom@lektroninc.com ABOVE DOORS *SEE APPROVED METAL CANOPY COLOR: CLEAR ANODIZED *SEE PLANS EXTERIOR FINISH MP-3G METAL CANOPY AND WINDOWS CANOPY SUPPLIERS SCHEDULE STANDING SEAM METAL ROOF CONTACT: YUSUKE KOREEDA (615) 945-9991 FIRESTONE METAL PRODUCTS UC-4 PROFILE SILVER METALLIC SR *SEE PLANS Email: koreedayusuke@firestonebp.com 1g SHEET NUMBER: METAL AWNING/ SSM ABOVE WINDOWS/ MANSARD I Iwo. MP-4G ROOFING ROOFING STANDING SEAM METAL ROOF CONTACT: (210) 650-7047tok BERRIDGE ROOFING CEE-LOCK PREMIUM METALLIC - ZINC COTE *SEE PLANS �:I �IMETAL PRODUCTS dI ��hl ' uogi � ANmi: 1 1 I II 1 I I I I I t DIRECTORY OF MANUFACTURERS AND SUPPLIERS KEN McCRACKEN, This list is intended to assist the contractor in sourcing building materials and products. In many cases,approved Burger King materials and products may be purchased directly from these sources at a national accounts price. For a complete listing of approved manufacturers,see plans and specifications,and visit RSI's eRedbook. ARCHITECT UPDATE:9-12-2019 kdritect re•Program Management•Permitting DIVISION 4-MASONRY DIVISION 9-FINISHES DIVISION 15-MECHANICAL EQUIPMENT,PLAYGROUNDS AND DECOR PINE HALL BRICK CO. EVOLUTION BRICK RINNAI EVERPURE,INC SICOM NCR HOSPITALITY BMC USA LLC 19120 SE 34TH STREET (THIN BRICK&FACE BRICK) (THINK BRICK,PANELIZED THIN BRICK&FACE BRICK) (INSTANT WATER HEATERS) (WATER FILTERS) (POS,IDMB&ODMB HARDWARE/SOFTWARE,SPEED OF (POS) (INTERIOR &EXTERIOR DECOR) SUITE 115 2701 SHOREFAIR DRIVE,NW 126 OLD HIGHWAY 60 EAST RINNAI NATIONAL ACCOUNT PRICING THROUGH HAINES, 1040 MUIRFIELD DRIVE SERVICE TIMER,KITCHEN MINDER-CHEF) 800 CORPORATE DRIVE,SUITE 300 2655 SOUTH LE JEUNE ROAD,SUITE 905 VANCOUVER,WA 98683 WINSTON-SALEM,NC 27105 HARDINSBURG,KY 40143 FOR FINISH MATERIALS,AND CONTACTS,REFER TO FINISH SCHEDULES FOUND IN THE"COMMON DOCUMENTS"SECTION JONES,&CADBURY HANOVER PARK, IL.60133 4434 MEADOW DRIVE FORT LAUDERDALE,FL 33334 CORAL GABLES,FL 33134 PROJECT CONTACT:ERICK PETERSON OF THE WWW.DESIGNWITHBK.COM WEBSITE. PHONE:360.980.8258 THERESA BEANE: (800)334-8689 GABE POWERS:(502)558-4612 bk@hjcinc.com OR 800-459-7099 SEAN TEAL630-306-0296 DOYLESTOWN,PA,18901 NATASHA KARPOVA 678.549.8989 ILEANA BARBARA 305-919-0225 EMAIL:EPETERSONOPMDGINC.COM TBEANE@PINEHALLBRICK.COM gabe@evolutionbrick.com sean.teal@pentair.com MICHAEL SCHWARTZ 215-489-2500 EXT 2249 natasha.karpova@ncr.com ileanabarbara@bmcec.com michael.schwartz@xenial.com HC MUDDOX BRICK CO. BORAL STONE ARMSTRONG STRATEGIC ACCOUNTS USG INTERIORS RHEEM SELECTO SCIENTIFIC,INC Samsung/LSI PANASONIC CASABLANCA DESIGN GROUP (FACE BRICK) (MANUFACTURED STACKED STONE) (CEILING TILE) (CEILING TILE) (WATER HEATERS) (WATER FILTERS) (INTERIOR&OUTDOOR DIGITAL MENU BOARD SCREENS) (DRIVE THRU HEADSETS) (DECOR) 4875 BRADSHAW ROAD 1370 GRAND AVENUE,SUITE B LOUIS JOHN:407-697-6768 CHRIS BENJAMIN:312-436-5458 RHEEM NATIONAL ACCOUNT PRICING THROUGH 3980 LAKEFIELD COURT 10000 ALLIANCE ROAD 2 RIVERVIEW PLAZA,6TH FLOOR 811 PICKENS INDUSTRIAL DRIVE SACRAMENTO,CA 95827 SAN MARCOS,CA 92078 Ijjohn@armstrongceilings.com cbenjamin@usg.com HAINES,JONES,&CADBURY SUWANEE,GA.30024 CINCINNATI,OH 45242 NEWARK,NJ 07102 MARIETTA,GA 30026 KEN MCCRACKEN,ARCHITECT ERIN LYNCH 916-206-7831 JOAN SCRUGGS 760-407-5873 OR ARMSTRONG STRATEGIC ACCOUNTS bk@hjcinc.com OR 800-459-7099 JUDY COLD 800-635-4017 SARA GROFCSIK:214-952-1242 THERESA MURPHY 201-492-0925 JOHN HARRISON:770-423-9575 -- SEAL: <a . „, jscruggs@boral.com (800)442-4212 NOTE:USE PROGRAM QUOTE#00103139 TO judy@selectoinc.com s.grofcsik@sea.samsung.com theresa.murphy@us.panasonic.com John.Harrison@cdg.com `�D ��� culturedstone@boral.com RECEIVE NATIONAL BKC PRICING DAVID SIMMONS:513-372-3181 David.simmons@Isi-industries.com �� KENNETH J. c DIVISION 5-METALS DIVISION 10-SPECIALTIES 3M FOOD SERVICE ANTUNES LG ELECTRONICS 3M FOOD SERVICE BUSINESS CHARTER HOUSE INC. MCCRACKEN !1 ADDISON STEEL BOBRICK/KOALA KARE PRODUCTS SPROVERI'S CUSTOM COUNTERS (WATER FILTERS) (WATER FILTERS) (INTERIOR&OUTDOOR DIGITAL MENU BOARD SCREENS) (DRIVE THRU HEADSETS) (INTERIOR &EXTERIOR DECOR) (STRUCTURAL STEEL) (RESTROOM ACCESSORIES,TOILET PARTITIONS& (CORIAN VANITY SINKS) 3M CENTER 180 KEHOE BOULEVARD 2000 MILLBROOK DRIVE 3M CENTER 4660 136 AVENUE • — ADDISON,IL HARDWARE,BABY CHANGING TABLES&HIGHCHAIRS) 55 LAURA DRIVE BLDG.223-2N-20 CAROL STREAM,IL 60188 LINCOLNSHIRE,IL 60069 BLDG.223-2N-20 HOLLAND,MI.49424 zZoz_7\, License#5599256-747-1554 CONTACT: ADDISON,IL 60101 ST.PAUL,MN.55144-1000 MIKE MARSHALL 630-487-3491 MICHAEL HA 847-309-4774 ST.PAUL,MN.55144-1000 BARB ZILM:800-314-7659 OR 317-691-6930 �/T HAINES,JONES,&CADBURY(HJC) CONTACT: DAVID RADCLIFF 518-281-7754 mike.marshall@antunes.com michaell.ha@Ige.com JOE CIAMPI:704-771-2449 barbara.zilm@charter-house.com 'y/F OC O `'v or RESTROOM REMODELS COMPANY HAINES,JONES,&CADBURY(HJC) dpradliff@mmm.com jjciampi@mmm.com RESTROOM REMODELS COMPANY 0 3/25/20 DIVISION 7-THERMAL MOISTURE PROTECTION HAINES,JONES,AND CADBURY(HJC) _ RESTROOM REMODELS COMPANY — ECOLAB _ CARRIER CORPORATION _ HM ELECTRONICS,INC(HME) — FRANKE _ ELKAY SYSTEMS(FORMERLY ISI) DURO-LAST ROOFING BASF CORPORATION (FULL RESTROOM PLUMBING PACKAGE,RESTROOM (FULL RESTROOM PLUMBING PACKAGE,RESTROOM (WATER FILTERS) (AIR CONDITIONING) (DRIVE THRU HEADSETS) (KITCHEN EQUIPMENT CONSOLIDATOR,SMALLWARES, (DECOR) (FLAT ROOFING) (POLYURETHANE ROOFING SYSTEMS) ACCESSORIES,TOLIET PARTITIONS,CORIAN SINKS,WATER ACCESSORIES,CORIAN SINKS ETC) 1801 RIVERBEAND WEST DRIVE 6304 CARRIER PARKWAY 14110 STOWE DRIVE HOODS) 241 NORTH BROADWAY,SUITE 600 525 MORLEY DRIVE 1703 CROSS POINTAVE HEATERS) 15 HAM MATT STREET FORT WORTH,TX 76118 SYRACUSE,NY.13221 POWAY,CA,92064 800 AVIATION PARKWAY MILWAUKEE,WI 53202 SAGINAW,MI 48601 HOUSTON,TX 77054 310 SW 24TH STREET IPSWICH,MA 01938 AL POWELL 816-206-2513 KEN REVILLA 860-660-6379 STEVE LEE 858-848-3704 SMYRNA,TN.37086 SCOTT HOOPINGARN ER 704-575-7026 a CONSULTANT: a=.7:::—:....,:- LINDY BEUTHIN: 800-432-9331 MICHAEL RUSSO:770-805-9466 BENTONVILLE,AR 72712 Krislynn Maciel 978-525-0008 a1.powell@ecolab.com Ken.revilla@carrier.utc.com SLee@hme.com CUSTOMER SERVICE:800-877-5178 scott.hoopingarner@elkay.com SAMANTHA PICKELMAN 989-758-1048 OR 989-930-9826 mrussso@nichiha.com bk@hjcinc.com OR 800-459-7099 kris@restroomremodels.com fs-bkparts.us@franke.com BARRY BRYANT:479-899-3555 barrv.brvantC6 hicinc.com BERRIDGE ROOFING TAMKO ROOFING PRODUCTS AMERICAN STAN DARD WORLD DRYER,CO TRANE LOREN COOK CO QUALSERV SOLUTIONS DUKE MANUFACTURING FCC COMMERCIAL FURNITURE (METAL ROOF) (FLAT ROOFING) (RESTROOM ACCESSORIES) (HAND DRYERS) (AIR CONDITIONING UNITS,RTU's/SPLIT SYSTEMS (EXHAUST FANS) (KITCHEN EQUIPMENT CONSOLIDATOR,SMALLWARES) (BROILERS&PRODUCT HOLDING UNITS) (INTERIOR &EXTERIOR DECOR) TYLER HALL P.O.BOX 1404 1 CENTENNIALAVENUE CONTACT: CONTROLS) 2015 E.DALE 7400 SOUTH 28th STREET 2305 NORTH BROADWAY 8452 OLD HWY.99 NORTH SAN ANTONIO,TX. JOPLIN,MO.64802 PISCATAWAY,NJ.08854 HAINES,JONES,&CADBURY(HJC) 2884 CORPORATE WAY SPRINGFIELD,MO 65803-4637 FORT SMITH,AR.72908 ST.LOUIS MO.63102 ROSEBURG,OR.97470 210-650-7047 800-641-4691 CONTACT: or RESTROOM REMODELS COMPANY MIRAMAR,FL.33025 KEN DICKSON:813-966-9200 GARY ESPOSITO:305-205-2938 RICK GARRIGA 305-270-6242 PRESTON O'HARA:541-464-5284 HAINES,JONES,&CADBURY(HJC) AL MARTINEZ:954-499-2289 OR 800-440-9554 ken.dickson@tampabay.rr.com GEsposito@qualservsolutions.com rgarriga@dukemfg.com OR 800-322-7328 EXT 284 or RESTROOM REMODELS COMPANY bkhvac@trane.com preston.ohara@fccfurn.com FIRESTONE METAL PRODUCTS G.A.F. SAN JAMAR ZURN INDUSTRIES FRANKE,INC. AMEREX CORPORATION H&K INTERNATIONAL NIECO CORPORATION FACILITY CONCEPTS,INC(FCI) (METAL ROOF) (FLAT ROOF) (KITCHEN PAPER TOWEL DISPENSORS&SUPPLIES) (PLUMBING FIXTURES) (BROILER AND FRYER VENTILATION HOODS) (FIRE PROTECTION SYSTEMS) (KITCHEN EQUIPMENT CONSOLIDATOR,SMALLWARES, (BROILERS) (DECOR) 250 WEST 96TH STREET 1361 ALPS ROAD 555 KOOPMAN LANE CONTACT: 800 AVIATION PARKWAY 7595 GADSDEN HIGHWAY HOODS) 7950 CAMERON DRIVE 7676 ZIONSVILLE ROAD INDIANAPOLIS,IN 46260 WAYNE,NJ.07470 ELKHORN,WI. HAINES,JONES,AND CADBURY SMYRNA,TN 37086 TRUSSVILLE,AL35173-0081 2200 SKYLINE DR WINDSOR,CA 95492 INDIANAPOLIS,IN 462681.7===-7;,====...,„--7:Z YUSUKE KOREEDA:615-345-9991 (201)628-3000 CONTACT: or RESTROOM REMODELS COMPANY 800-877-5718 JAMES KNOWLES 205-655-5721 DALLAS,TX 75223 RICK GARCIA 305-205-0657 KIM REAGAN 317-372-8622 koreedayusuke@firestonebp.com 800-766-3411 FRANKE,INC. fs-bkparts.us@franke.com james.knowles@amerex-fire.com HEATHER VALVERDE:214-818-3521 rgarcia@nieco.com Kregan@fcius.com H&K INTERNATIONAL www.amerex-fire.com heather.valverde@hki.com Olt" QUALSERV SOLUTIONS , firi2G, 4 NICHIHA USA LLC Customer 1st LLC ECOLAB FOOD SAFETY SPECIALTIES INC,DBA DAYDOTS H&K INTERNATIONAL GAYLORD INDUSTRIES,INC TRIMARK USA PITCO FRIALATOR SEATING CONCEPTS (FIBERCEM ENT PANELS) (SAFES) (FIRST AID KITS) (BROILER AND FRYER VENTILATION HOODS) (BROILER AND FRYER VENTILATION HOODS) (KITCHEN EQUIPMENT CONSOLIDATOR,SMALLWARES FOR (FRYERS) (DECOR) t 05;[ ...\\ie 6465 EAST JOHNS CROSSING,SUITE 250 8899 EAST DAILY ROAD,SUITE#51 201 EAST JOHN CARPENTER FREEWAY 2200 SKYLINE DRIVE 10900 SOUTHWESTAVERY STREET AAFES ORDERS ONLY) 10 FERRY STREET 125 CONNELL STREET JOHNS CREEK,GA 30097 PEKIN,IN 47165 IRVING,TX 75062 MESQUITE,TX 75149 TUALATIN,OR,97062 2601 HOPE CHURCH ROAD CONCORD,NH.03301 ROCKDALE,IL.60436IN 41NISrliireaa<.....:71 -011i ® MATT STEPHENSON 770-805-9466 MIKE MARCOSA-877-768-9970 JOHN PULCHER 800-321-3687 HEATHER VALVERDE 214-818-3521 JOHN ANDERSON 971-223-1238 WINSTON-SALEM,NC 27103 MARK MCCABE: 603-230-5509 ZACH DEPYSSLER:815-483-2244 mstephenson@nichiha.com mike@customerlstsafes.com john.pulcher@ecolab.com heather.valverde@hki.com john.anderson@gaylordusa.com BILLY HIGH 336-354-4262 MMcCabe@pitco.com zdepyssler@seating-concepts.com -- billy.high@trimarkusa.com FRYMASTER CORPORATION LANCER CORP. NAUTICAL FURNISHINGS,LLC (FRYERS) (BEVERAGE SYSTEM) (LIMITED DECOR ITEMS) 8700 LINE AVE 6655 LANCER BLVD 60 NW 60TH STREET SHREVEPORT,LA 71106 SAN ANTONIO,TX.78219 FT.LAUDERDALE,FL. 33309 DEE MILAM 318-862-2328 GREG EDWARDS:904-631-1031 MICHAEL HOGLUND:954-771-1100 dee.milam@welbilt.com greg.edwards@lancercorp.com mhoglund@nauticalfurnishings.com DIVISION 8-DOORS AND WINDOWS DIVISION 10-SIGNS&CANOPIES DIVISION 16-ELECTRICAL FBD PARTNERSHIP,LP CORNELIUS,INC. COMMERCIAL INTERIOR MANUFACTURERS,INC QUIKSERV MARLITE ALLEN INDUSTRIES,INC LEKTRON,INC SECURITY LIGHTING SYSTEMS HERMITAGE LIGHTING NATIONAL ACCOUNTS (FROZEN BEVERAGE) (BEVERAGE SYSTEM) (LIMITED DECOR ITEMS) (DRIVE-THRU WINDOWS&AIR CURTAINS) (RESTROOM PARTITIONS,COMPLETE DOOR PACKAGES, (CANOPIESAND SIGNS) (LED PARAPET LIGHT BANDS) (FULL STORE PACKAGE LIGHTING FOR INTERIOR/EXTERIOR (MASTER LIGHTING CONSOLIDATOR,SURVEYS AND 8161 INTERCHANGE PARKWAY SUITE 115 101 BROADWAY STREET WEST 158 HOLLY STREET 11441 BRITTMOORE PARK DRIVE DOOR HARDWARE) 11351 49TH STREET NORTH 7450 E.46th PLACE BUILDING&SITE LIGHTS,SURVEYS AND PHOTOMETRICS) PHOTOMETRICS) SAN ANTONIO,TX 78218 OSSEO,MN 55369 JASPER,GA.30143 HOUSTON,TX.77041 202 HARGER STREET CLEARWATER,FL 33762 TULSA,OK.74145 2100 GOLF ROAD,SUITE 460 3640 TROUSDALE DRIVE TIM GARRETT 210-637-2870 OR 866-323-2777 ROSS DAVIS:630-659-8690 AUSTIN HOLAN 800-388-8307 DOVER,NH 44622 KEITH WHITLEY 919-410-1234 ED MILLER 918-622-4978 ROLLING MEADOWS,IL.60008 NASHVILLE,TN.37204 tgarrett@fbdfrozen.com ross.davis@cornelius.com austin@cimgbiz.com BRIAN MCCLOSKEY 800-377-1221 keith.whitley@allenindustries.com emiller@lektroninc.com WHITNEY WATSON: 800-544-4848 EXT 131 DAVID CHUDACOFF 615-843-3369 r bmccloskey@quikserv.com ANITA CRAIG 330-260-7621 wilg@securitylighting.com dchudacoff@hermitagelighting.com e acraig@Marlite.com 0 NI READY ACCESS COMMERCIAL INTERIORS MANUFACTURING ENTERA SIGNS CUMMINGS SIGNS,INC LSI INDUSTRIES INC. ENERGYWISE SOULUTIONS, LLC INTERNATIONAL COLD STORAGE(ICS) TAYLOR ULTIMATE SERVICES,INC MITYLITE ZU (DRIVE THRU WINDOWS&AIR CURTAINS) (RESTROOM PARTITIONS,HOLLOW METAL FRAMES& (CANOPIES AND SIGNS) (CANOPIES AND SIGNS) (INTERIOR AND EXTERIOR LIGHTING,SURVEYS AND (MASTER LIGHTING CONSOLIDATOR,SURVEYS AND (WALK-IN COOLERS/FREEZERS,DRY STORAGE (SHAKE MACHINE,FROZEN BEVERAGE MACHINE) (GARDEN GRILL CHAIRS AND BARSTOOLS) i Ln < C ' 1815 ARTHUR DRIVE WEST DOORS,WOOD DOORS,HARDWARE(HINGES,LOCKS,ETC) 1200 ENTERA DRIVE 105 DALTON PLACE WAY PHOTOMETRICS) PHOTOMETRICS) COMPARTMENTS) 1780 NORTH COMMERCE PKWY 1301 WEST NORTH CHICAGO,IL.60185 158 HOLLY STREET PANAMA CITY,FL.32401 KNOXVILLE,TN 37912 10000 ALLIANCE ROAD 8550 UNITED PLAZA BOULEVARD,SUITE 702 215 EAST 13th STREET WESTON,FL.33326 OREM,UT M U KELLY MCGOLDRICK:800-621-5045 EXT 113 JASPER,GA 30143 850-797-0779 BROOKE KNIGHT 865-862-4497 CINCINNATI,OH.45242 BATON ROUGE,LA 70809 ANDOVER,KS.67002 RJ PIEDRA: 954-217-9100 _ DENISE MORICE 636-293-5259 Ni kelly@ready-access.com AUSTIN HOLAN: 706-253-4761 ALAN BRYANT 334-796-3313 brooke,knight@cummingssigns.com BOB LUCAS 480-368-9399 OR 602-740-9894 JENNIFER WADDICK 877-225-1336 FERAS AFFAN I:949-500-9322 raul@taylorus.com denise.morice@mityinc.com o austin@cimgbiz.com alan.bryant@enterabranding.com Bob.Lucas@LSI-INDUSTRIES.com jennifer@energywisemail.com Feras.affani@everidge.com 0 /� o 'Y Z 9 nn HAMILTON PARKER COMPANY 3M COMMERCIAL CORE DIVISION SIGN RESOURCE FEDERAL HEATH SIGN CO CREE LIGHTING VAOPTO,LLC MANITOWOC ICE KOLPAK,A WELBILT COMPANY TWENTY FOUR 7 GLOBAL SOLUTIONS,INC. I t I I (HOLLOW (WINDOW FILM) (CANOPIES AND SIGNS) (CANOPIES AND SIGNS) (INTERIOR AND EXTERIOR LIGHTING,SURVEYS AND (INTERIOR AND EXTERIOR BUILDING LIGHTING) (ICE MACHINES) (WALK-IN COOLERS/FREEZERS) (GARDEN GRILL&PRIME CHAIRS AND BARSTOOLS) n n METAL FRAMES&DOORS,WOOD DOORS, C , �� HARDWARE(HINGES,LOCKS,ETC) 3M CENTER 6135 DISTRICT BLVD. 12704 DUPONT CIRCLE PHOTOMETRICS) 5178 WEST PATRICK LANE 2110 SOUTH 26TH STREET 952 KISSWICH MANOR LANE 898 NORTH SEPULVEDA BLVD,SUITE 465 1865 LEONARD AVENUE ST.PAUL,MN MAYWOOD,CA.90270 TAMPA FL 33626 9201 WASHINGTON AVENUE LAS VEGAS,NV 89188 MANITOWOC,WI 54221 BALDWIN,MO 63011 EL SEGUNDO,CA 90245 0 COLUMBUS,OH 43219 JOE CIAMPI:704-771-2449 OR 800-328-0033 RAMON ORTIZ:323-326-6463 FIONA PAUL 813-855-4415 RACINE,WI 53406 CHARLES LI 702-517-5789 DEBBIE PARENZA:920-242-1036 SCOTT ROGERS:731-733-0576 BARRY WOON 323-839-0356 _z--- JIM CAMPBELL 614-358-7806 jjciampi@mmm.com rortiz@signresource.com fpaul@federalheath.com STEVE FRIEDMAN 847-830-1444 charles.li@vaopto.com Deborah.parenza@welbilt.com Scott.rogers@welbilt.com Barry.Woon@TwentyFour7-global.corn REV DATE 7:-.77:DESCRIPTION jimcampbell@hamiltonparker.com steve.friedman@cree.com A 01.13.20 QJENT REVIEW FINGERSAFE USA,INC. DAKTRON ICS,INC OPTEC DISPLAYS,INC KONTECHUSA HILL PHOENIX POWER SYSTEMS DIVISION HOSHIZAKI AMERICA SCOTSMAN ICE SYSTEMS WAUSAU TILE,INC (FINGER IN JAMB SAFETY-PLAYGROUNDS) (DIGITAL READERBOARD) (DIGITAL READERBOARD) (INTERIOR AND EXTERIOR BUILDING LIGHTING) (FACTORY INTEGRATED SWITCH GEAR) (ICE MACHINES) (ICE MACHINES) (EXTERIOR DECOR ACCESSORIES) 115 WEST OGLETHORPE AVENUE 210 DAKTRON ICS DRIVE 1700 SOUTH DESOTO PLACE 18045 ROLAND STREET 8166 INDUSTRIAL BLVD 618 HIGHWAY 74 SOUTH 775 CORPORATE WOODS PARKWAY P.O.BOX 1520 SAVANNAH,GA 31401 BROOKINGS,SD 57006 ONTARIO,CA 91768 CITY OF INDUSTRY,CA 91748 COVINGTON,GA.30014 PEACHTREE CITY,GA 30269 VERNON HILLS, IL 60061 WAUSAU,WI 54402 1 MEAGAN KUJAWSKI 912-234-6120 SEAN CAMPBELL 605-651-5299 JEFF GATZOW: 888-743-5220 EXT 250 SUKITSANGLIMSUWAN 702-728-8263 OR 866-236-8701 PAUL BROWN:678-699-0129 TRAVIS RIEKEN:813-995-3994 Kurt Mueller 800-726-8762 x15550 RACHEL BATHKE 715-241-0320 j orders@fingersafe.com sean.campbell@daktronics.com jgatzow@optec-led.com sukit@kontechusa.com paul.brown@hillphoenix.com trieken@hoshizaki.com kurt.mueller@scotsman-ice.com RRBathke@wausautile.com Meagan@Fingersafe.com N RS-NATIONAL READERBOARD SUPPLY PLAY SYSTEMS/SII (SUPERIOR PLAY SYSTEMS) SOFT PLAY,LLC KIDZ PACE,INC (READERBOARD LETTERS&SUPPLIES) (PLAYGROUND MANUFACTURER) (PLAYGROUND MANUFACTURER,SAFETY SURFACING,NON- (INTERACTIVE PLAY) 160 PAHLONE PARKWAY 1050 COLUMBIA DR. CONTAINED PLAY EQUIPMENT) Tom Ralphs 800-668-0206 x244 PONCHA SPRINGS,CO 81242 CARROLLTON,GA 30717 13620 EAST REESE BLVD.SUITE 300 tom@kidzpace.com Patrick Case 800-243-6676 SHAN MCGUIRE 678-390-1915 HUNTERSVILLE,NC.28078 www.kidzpace.com Sales@ nationalreaderboard.com https://superiorplay.com/ BROCK HODGE 704-948-3430 brock.hodge@softplay.com MOSS RETAILAND ENVIRONMENTS VGS,INC LSI INDUSTRIES DRAWN BY: CDG (GRAPHICS) (GRAPHICS) (GRAPHICS) 2643 WEST CHICAGO AVE 1696 MABRY MILL DRIVE,SW 10000 ALLIANCE ROAD CHECKED BY: — CHICAGO,IL 60622 NORTH CANTON,OH 44709 CINCINNATI,OH.45242 _�ARCH.PROJECT NO.: L=7.-,= DJ SCAN DIFF:773-435-7617 GREG MOROZ:201-528-9680 BOB LUCAS 480-368-9399 OR 602-740-9894 A®® � .0 djscandiff@mossinc.com ORDER EMAIL:BURGERKING@VGS-INC.COM Bob.Lucas@LSI-INDUSTRIES.com AM 9 11 SHEET NAME: E----7----=== MANUFACTURERS & — APA COLOR GRAPHICS _ (GRAPHICS) SUPPLIERS LIST 2929 PACIFIC DRIVE NORCROSS,GA SHEETNUMBER: "- TONY TANTILLO 404-355-1355 11'1) tw >ttu tony@apacolorgraphics.com (V iIIIA I' imi �iiul I 1"ih,), 1 CONCRETE NAILING SChEDULE ABBREVIATIONS 1 . CONCRETE 28 DAY COMPRESSIVE STRENGTH, F'C = 2500PSI, U.N.O. REF. CBC 2019, TABLE 2304. 10. I . ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON AB ANCHOR BOLT MI MALLEABLE IRON CU,/,,,,,,virriiheN LLUMBER ENGINEERING 2. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50. WIRE NAILS CONFORMING TO THE FOLLOWING MINIMUM SIZES: BTWN BETWEEN (N) NEW 3. MOIST CURE SLABS FOR A MINIMUM OF 3 DAYS. CC CENTER TO CENTER PTDF PRESSURE TREATED DOUGLAS FIR AND DESIGN INC 4. CONCRETE MIX DESIGN SHALL BE PREPARED BY A 3RD PARTY INDEPENDENT LABORATORY. 8D 0. 131 " 0 X 2/2" CJ CONSTRUCTION JOINT PSL PARALLEL STRAND LUMBER SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE PER THE CALIFORNIA BUILDING CODE. I OD 0. 148" 0 X 3" CJT CONTROL JOINT 2900Fb, 290Fv, 2.0E 6930 DESTINY DRIVE 5. CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II. I OD SHORTS 0. 148" O X 15/8" PLUS THICKNESS OF S.P. CLR CLEAR NTS NOT TO SCALE SUITE 300 ROCKLIN, CA 95677 G. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. AGGREGATES FOR LIGHTWEIGHT 16D 0. 162" O X 3%2" CONC CONCRETE OH OPPOSITE NAND (916)16)251-9798 CONCRETE SHALL CONFORM TO ASTM C-330. 20D 0. 192" 0 X 4" CONTIN .... CONTINUOUS PC PIECE cullumbereng.com 9. REINFORCING DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN CP COMPLETE PENETRATION PP PARTIAL PENETRATION BARS AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS: CONCRETE HOLES SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT DF DOUGLAS FIR PW PANEL WALL DEPOSITED AGAINST GROUND (EXCEPT SLABS) -3". CONCRETE EXPOSED TO GROUND BUT PLACES NOTED BELOW OR ON PLANS SHALL BE MINIMUM OF NAILS AT EACH CONTACT. DL DEAD LOAD RDWD REDWOOD IN FORMS -2". SLABS (ON GROUND) -2" CLEAR FROM TOP U.N.O. 8D NAILS FOR I " MATERIAL AND IGD NAILS FOR 2" MATERIAL. (E) EXISTING SC SHEAR CONNECTOR 10. ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH I . BLOCKING BTWN CEILING JSTS, RAFTER OR TRUSS TO TOP PLATE OR EJ EXPANSION JOINT SDSTS SELF DRILLING SLF TAPPING SCRW AWS D I .4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED FRAMING BELOW; END NAIL, TOENAIL 3-8D EN EDGE NAILING SP STRUCTURAL PLY 2 S E A L -= LABORATORY. CONTRACTOR SHALL FURNISH TO THE LABORATORY, REBAR MILL CERTIFICATES. 2. BLOCKING BTWN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TO FB FACE OF BLOCK SPEN STRUCTURAL PLY EDGE NAILING I I . REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE RAFTER OR TRUSS; END NAIL, TOENAIL 2-8D FC FACE OF CONCRETE STFNR STIFFENER FOR REINFORCED CONCRETE CONSTRUCTION". 3. FLAT BLOCKING TO TRUSS AND WEB FILLER; FACE NAIL IGD FF FINISH FLOOR STGGRD ... STAGGERED 12. WIRE FABRIC SHALL CONFORM TO ACI 3 18-3.5. I , ACI 3 18-3.5.7, AND ASTM A- 1064. 4. CEILING JST TO TOP PLATE; EACH JST, TOENAIL 3-8D FLR FLOOR T$S TOP * BOTTOM �p PROF 13. REINFORCING STEEL SHALL CONFORM TO ASTM AGI 5-GRADE GO FOR NO. 5 AND LARGER, AND 5. CEILING JST NOT ATTACKED TO PARALLEL RAFTER, (NO THRUST); FACE NAIL --- 3-IGD FS FACE OF STUD TSG TONGUE * GROOVE ,\(c, FSS, ASTM AGI 5-GRADE 40 FOR NO. 4 AND SMALLER, EXCEPT REINFORCING STEEL TO BE WELDED G. CEILING JST ATTACKED TO PARALLEL RAFTER (KEEL JOINT); FACE NAIL TABLE 2308.7.3. I FTG FOOTING TN TOE NAIL ���� �,GINe .� 0� SHALL CONFORM TO ASTM A70G. 7. COLLAR TIE TO RAFTER; FACE NAIL 3- IOD GA GAUGE TOF TOP OF FRAMING 94136PE 14. SPLICES IN CONTINUOUS REINFORCEMENT FOR A CLASS "A" LAP SPLICE FOR NORMAL WEIGHT 8. RAFTER OR ROOF TRUSS TO TOP PLATE; TOENAIL 3- IOD GLB GLUED-LAMINATED BEAM TOS TOP OF STEEL / CONCRETE WHERE LESS THAN I 2" OF CONCRETE IS BELOW THE LAP SPLICE SHALL BE 48 BAR 9. ROOF RAFTERS TO RIDGE VALLEY OR KIP RAFTERS, OR ROOF RAFTERS TO 2" HDR HEADER UNO UNLESS NOTED OTHERWISE ORE aN DIAMETERS AND SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. CLASS "B" RIDGE BEAM; END NAIL 2-I GD 11S13 HIGH STRENGTH BOLT (A-325) W/ WITH ty �•�, �• I. LAP SPLICES SHALL BE G3 BAR DIAMETERS. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE 10. STUD TO STUD (NOT AT BRACED WALL PANELS); 24" O.C. FACE NAIL I GD HT HEIGHT W/O WITHOUT F,,�� 1 j/ BEAMS, ETC., AS FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE AT I I . STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT JH JOIST HANGER (SIMPSON) WP WORK POINT ' tts4 i SUPPORT, UNLESS NOTED OTHERWISE. SPLICES IN WWF SHALL BE I .5 MESHES WIDE. BRACED WALL PANEL); I G" O.C. FACE NAIL IGD LL LIVE LOAD WS WOOD SCREW 15. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE 12. BUILT UP HEADER (2" TO 2" HEADER); I G" O.C. EACH EDGE, FACE NAIL IGD LS LAG SCREW WWF WELDED WIRE FABRIC SHALL BE TIED SECURELY IN POSITION BEFORE PLACING CONCRETE PER ACI 318- 12. 15. 13. CONTINUOUS HEADER TO STUD; TOENAIL 4-8D LSI_ LAMINATED STRAND LUMBER q CENTERLINE 16. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND SURFACE FREE OF LOOSE DEBRIS. 14. TOP PLATE TO TOP PLATE; I G" O.C. FACE NAIL I GD 2325 Fb, 310 Fv, I .55E FE PLATE CONCRETE MY BE ROUGHENED BY SAND BLASTING OR CHIPPING THE ENTIRE SURFACE TO 15. TOP PLATE TO TOP PLATE, AT END JOINTS; EA. SIDE END, FACE NAIL, MIN 24" LT WT LIGHT WEIGHT # NUMBER OF POUNDS CONSULTANT F 7, PRODUCE/4" DEEP DEFORMATIONS. LAP 8-I GD LVL LAMINATED VENEER LUMBER ❑ SQUARE 17. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE. I G. BOTTOM PLATE TO JST, RIM JST, BAND JST, OR BLOCKING (NOT AT BRACED 2000F19, 285Fv, I .8E 0 ROUND OR DIAMETER 18. 3'-0" SHALL BE THE MAXIMUM ALLOWED FREE FALL FOR CONCRETE TO MORE CLOSELY CONFORM WALL PANELS); I G" O.C. FACE NAIL IGD MFR MANUFACTURER ) CONTINUOUS WOOD IN SECTION TO ACI 318-5. 10. 17. BOTTOM PLATE TO JST, RIM JST, BAND JST, OR BLOCKING AT BRACED WALL WOOD BLOCKING IN SECTION 19. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT PANELS; 1G" O.C. FACE NAIL 2-IGD END OF WOOD PIECE SUPPLEMENTED BY NAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES 18. STUD TO TOP OR BOTTOM PLATE; TOENAIL 4-8D FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF 19. TOP OR BOTTOM PLATE TO STUD; END NAIL 2-IGD ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 20. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS; FACE NAIL 2- IGD 20. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. 21 . 1 " BRACE TO EACH STUD * PLATE, FACE NAIL; FACE NAIL 2-6D GENERAL CONSTRUCTION NOTES 2 1 . ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR 22. 1 "X6" SHEATHING TO EACH BEARING; FACE NAIL 2-8D DAMAGE BY THE SWABBED, BUT BEFORE INITIAL SHRINKING HAS OCCURRED. 23. WIDER THAN 1 "X8" SHEATHING TO EACH BEARING; FACE NAIL 3-8D 22. DRILL THROUGH STEEL COLUMNS, BEAMS AND PLATES TO PASS CONTINUOUS REINFORCING. 24. JOIST TO SILL, TOP PLATE, OR GIRDER; TOENAIL 3-8D 23. ADDITIONAL REINFORCING IN PRECAST OR TILT-UP PANELS REQUIRED FOR LIFTING STRESSES 25. RIM JST, BAND JST, OR BLOCKING TO TOP PLATE, SILL, OR OTHER FRAMING; 1 . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND SHALL BE SUPPLIED BY THE CONTRACTOR. G" O.C. TOENAIL 8D CONSTRUCTION MEETS ALL CURRENT FEDERAL, STATE, COUNTY, AND LOCAL CODES, 24. PROVIDE 2-N0.5X4-0" DIAGONAL REINFORCING AT MID-DEPTH OF SLAB AT ALL REENTRANT 26. I " X G" SUBFLOOR OR LESS TO EACH JST; FACE NAIL 2_8D ORDINANCES, REGULATIONS, ETC. THESE CODES ARE TO BE CONSIDERED PART OF THE CORNERS TYPICAL. 27. 2" SUBFLOOR TO JST OR GIRDER; FACE NAIL 2- IGD SPECIFICATIONS FOR THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF THEY ARE IN 28. 2" PLANKS (PLANK * BEAM - FLOOR AND ROOF); EACH BEARING, FACE NAIL 2- IGD VARIANCE OF THE PLAN. ----=----,-;--:= ,- _„,,, =- 29. BUILT UP GIRDERS AND BEAMS, 2" LUMBER LAYERS; 24" O.C. FACE NAIL TOP 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DRAWING (DO NOT SCALE DRAWING.) * BOT. STAGGERED ON OPP SIDES 20D 3. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTANT CONSTRUCTION SUPERVISION AND FOUNDATIONS 30. LEDGER STRIP SUPPORTING JST OR RAFTERS; EACH JST OR RAFTER, FACE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR r NAIL 3- 1 GD RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR _ _ ��7 I . BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF 3 1 . JOIST TO BAND JOIST OR RIM JOIST; END NAIL 3-IGD PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ourcie 32. BRIDGING OR BLOCKING TO JST, RAFTER, OR TRUSS; EACH END, TOENAIL 2_8p THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE FOUNDATION ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAIL PLANS. ' ON THE TYPICAL DETAIL SHEET. 33. WOOD STRUCTURAL PANELS: 4. REFER TO ARCHITECTURAL SHEETS FOR FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW AND ,;iiiilizeititivi 2. ALL PILE CAPS, GRADE BEAMS, TIE BEAMS $ OTHER FOOTINGS ShALL BE FORMED SUBFLOOR, ROOF, * INTERIOR WALL SHEATHING TO FRAMINGDOOR SIZES AND TYPES. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER OF RECORD. FOUNDATIONS MAY /2" AND LESS NAILS SPACED @ 6 O.C. AT BE CAST IN NEAT EXCAVATIONS PROVIDED WRITTEN APPROVAL IS OBTAINED AND 19/32" - 3/4" EDGES, 12"O.C. @ FOOTINGS ARE INCREASED 2" IN WIDTH. USE 2X 12 PLANK AT EDGE OF EXCAVATION 7 _ i INTERMEDIATE SUPPORTS AS REQUIRED. /8 I �4 EXCEPT G" AT ALL TO PROTECT AGAINST SCUFFING, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3. WORK PERFORMED ON FOUNDATION SHALL BE DONE IN ACCORDANCE WITH THE 34ft _ I ft SUPPORTS WHERE SPANS REQUIREMENTS OF THE CURRENT CBC I _/8' - I -/4" ARE 48" OR MORE. FOR 4. IF A TWO POUR FOUNDATION IS UTILIZED, THE COLD JOINT BETWEEN THE EXTERIOR 34. PANEL SIDING TO FRAMING NAILING OF BRACED WALL \ FOOTING AND SLAB-ON-GRADE SHOULD BE LOCATED AT LEAST 4 INCHES ABOVE Ye" OR LESS PANELS OR SHEAR WALLS, /- ADJACENT GRADE. IF THIS IS NOT DONE, A WATERSTOP BETWEEN THE TWO POURS von SEE PLAN. SHALL BE USED. 5. PRIOR TO REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE WOOD DESIGN CRITERIA SOILS ENGINEER SHALL INSPECT AND APPROVE THE FOUNDATION EXCAVATIONS. I) 1 . ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED SEISMIC CRITERIA GRAVITY LOADINGN / 2X 12 2X 12 DOUGLAS FIR. SDC D ROOF LIVE 20psf v (N I X8--\ 2. BEARING AND SHEAR WALLS ShALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION SITE CLASS D ROOF DEAD 20psf 7 r�_ INTERSECTION WITH 3- I GD NAILS. RISK CATEGORY II ROOF DEAD MECH. MISC. 5 PSF 0 i III )11,1 I 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. SEISMIC IMPORTANCE FACTOR I .00 FLOOR LIVE 100 sfIII Q 07 = � FOOTING -III= 4. PROVIDE BLOCKING AT ALL CEILING LEVELS. RESPONSE MODIFICATION FACTOR 2.5 FLOOR DEAD SLAB-ON-GRADE V �' -III WIDTH +2"'111---Ell 5. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATION: SEISMIC FORCE RESISTING SYSTEM: WALL DEAD 17psf - DOUGLAS FIR - COAST REGION - WCLIB GRADING RULES NO. 1 7 DF NO.2, U.N.O. (EXISTING WOOD DIAPHRAGM AND ShEARWALLS) REDWOOD - CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, LATEST EDITION. GUARDRAIL LOADING �/ 0 GLUED LAMINATED BEAMS - SHALL BE 24F-V4 OR 24F-V8 FOR CANTILEVERED BEAMS. BEAMS S5 0.871 g 200 Ib OR 50 pIf - WHICHEVER IS GREATER SHALL ALSO BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN ANSI/RITC A190. 1 AND ASTM SI 0.39Gg I I I 0 Cf) D3737. STANDARD SPEC. FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117 LATEST 5D5 0.GGSg WIND CRITERIA / n DEFERRED SUBMITTAL ADDITION. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED-LAMINATED MEMBERS. SDI 0.3968 ULTIMATE WIND, Vult 97mph (� 7 PLYWOOD - U.S. PRODUCT STANDARDS PSI AND PS2. PLYWOOD SHALL BE APA RATED EXPOSURE ANALYSIS PROCESS EQUIVALENT LATERAL WIND EXPOSURE C I , OR EXTERIOR, AS REQUIRED; STRUCTURAL I AND C-D TO MEET PSI AND P52 AS REQUIRED. FORCE INTERNAL PRESSURE COEFF + I -0. 18 I 1 Ihr) Q I . PROCEDURE: SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED CDX (C-D EXPOSURE I ) OR OSB (ORIENTED STRAND BOARD) @ FLOORS ADN ROOF - U.N.O. SEISMIC BASE SHEAR 1w I .0 ) I- TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO G. PRESSURE TREATED DOUGLAS FIR - AWPA (AMERICAN WOOD PRESERVERS' ASSOCIATION) U I . _ THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL USE CATEGORY UC2 FOR INTERIOR USE. WATERBORN PRESERVATIVES SHALL HAVE A MINIMUM CODES SOIL BEARING W Up F- DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL RETENTION LEVEL OF 0.25 LB/FT^3 AND SHALL NOT CONTAIN CHROMIUM, COPPER, OR ASCE 7- I G, CBC 20 19, ACI3 18- 14, 20 15 NDS 1 ,500 psf CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT ARSENATE. NEWLY EXPOSED SURFACES, RESULTING FROM FIELD MODIFICATION SUCH AS - - BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTLA DOCUMENTS HAVE BEEN APPROVED BY THE CUTTING, BORING, OR HANDLING, SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M-4. REV DATE DESCRIPTION BUIDLING OFFICIAL. 7. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS 2. DEFERRED ITEMS: THE FOLLOWING ITEMS ARE TO BE DEFERRED SUBMITTALS: THE BOLT PLUS /6" a. AWNING, CANOPY 8. HOLES FOR LAG SCREW SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK AND THE REST NO LARGER THAN THE ROOT OF THE THREAD. b.ILLUMINATED PARAPET CAP 9. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE USED TO LUBRICATE THE SCREWS. 10. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND I NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEAD STRUCTURAL INDEX ETC. BOLT DIAMETER MI WASHER STEEL WASHER SNI STRUCTURAL NOTES AND SPECIFICATIONS /2" DIA. 2" DIA. X 15/6" 3" X 3" X/4" S1 .0 FOUNDATION PLAN 5// DIA. 23/4" DIA. X l 5/6" 3" X 3" X/4" I 52.0 ROOF FRAMING PLAN 3/4' DIA. 3" DIA. X ./G" 3" X 3" X 5/6" SDI STRUCTURAL DETAILS 7/8" DIA. 3/2" DIA. X 3/G" �2" X 3%2" X 3/8" I 5D2 STRUCTURAL DETAILS - 1 " DIA. 4" DIA. X/2" 133/4" X 33/4" X 3/8" 1 SD3 STRUCTURAL DETAILS I I . ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGhTENED BEFORE -- -- = . f e.= CLOSING IN OR AT COMPLETION OF JOB. DRAWN BY: DG 12. BLOCK SP JOINTS WITH 2X4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS CHECKED BY: WC AND WITH BLOCKING SAME AS STUDS AT WALLS. 13. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO LARCH. PROJECT . SUPPORT UNLESS NOTED OTHERWISE. NO A M B 19 0 01 . 0 14. CONNECTOR HARDWARE MODEL NUMBER ARE THOSE FOR SIMPSON SRONG-TIE COMPANY. EQUIVALENT CONNECTORS WITH ICC ACCEPTANCE MAY BE SUBSTITUTED WITH WRITTEN ZISHEET U.1=====.1 APPROVAL FROM THE ENGINEER OF RECORD. ALL JOIST HANGERS SHALL BE SIMPSON U SERIES NAME: n UNLESS NOTED OTHERWISE. STRUCTURAL 15. FASTENERS FOR PRESERVATIVE TREATED * FIRE RETARDANT TREATED WOOD ShALL DE OF HOP DIPPED ZINC COATED GALVANIZED STEEL (PER ASTM A 153, CLASS G I 85), STAINLESS STEEL, NOTES $ SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SMALL BE IN SPECIFICATIONS ACCORDANCE WITH ASTM A 153. SHEET E1=,,,,a-- ._.:: I G. ALL WOOD FRAMING SHALL HAVE LESS THAN 19% MOISTURE CONTENT AT TIME OF INSTALLATION. NUMBER: SNI J GENERAL FOUNDATION NOTES I . ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF FRAMING (UNLESS NOTED OTHERWISE „0„,y,..frri,„"1/4.,„„ ON PLANS.) CULLUMBER ENGINEERING 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. AND DESIGN INC 3. THE CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE PLANS TO VERIFY HOLDOWN LOCATIONS, STRUCTURAL PLYWOOD SHEATHING SPECIFICATIONS AND NAILING SCHEDULE. 6930 DESTINY DRIVE 4. POSTS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION SUITE 300 WITH A HOLDOWN OR POST BASE CONNECTOR. ROCKLIN, CA 95677 5. PROVIDE 1/2” X 10" (SEE PLAN FOR OTHER LENGTH) ANCHOR BOLTS @ 3'-0" O.C. (2 MIN. PER (916)251-9798 PLATE) AND I 2" FROM ALL EDGES AT THE BEARING WALLS AND EXTERIOR NON-SHEAR WALLS WI 7" cullumbereng.com MIN. EMBEDMENT. FASTEN TO BOTTOM PLATE USING 3"X3"W4' STEEL WASHERS. 6. ALL FOOTINGS, FOUNDATIONS, EXCAVATIONS, GRADING, AND FILL SHALL COMPLY TO THE PROVISIONS OF THE OREGON BUILDING CODE. 7. SLAB REINFORCEMENT SHALL BE PROVIDED EACH WAY, AS INDICATED ON THE PLANS, IN THE MIDDLE THIRD OF SLAB. WHERE VAPOR BARRIER IS REQUIRED, VAPOR RETARD BARRIER SHALL BE SEALED AT ALL PENETRATIONS. rz SEAL s - 8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. %v PR0FFS mac. <„N-G I N fF�S>p9 FOUNDATION LEGEND 94136PE % ORE i)N ////////////, NEW FOOTING ADDITION. SEE PLAN FOR LOCATION F,��FC eQ��.���� WALL FRAME ABOVE - REFER TO ARCH. PLANS if O� � 1 CONSULTANT. =-== (10 CC �D3 Dy MIN. (2) SETS OF I '-03/4” 1 _03/4 Ir. II, MIN. (2) SETS OF '717.7:-.=7,, —=, - - Ir DOWELS PER DETAIL [7/ —\ DOWELS PER DETAIL _<.c`._ Li° "C.9 iligt"V O 6 to16 go! -..ski 7 EXISTING FOUNDATION EDGE ,Ii451001111 011,0011"j [EJ � Z I I`r) a _ C\1 N (-- NEW WOOD P / U SDI PARTITION CONC. Q 0 Lc)`-- n NOTE: EXISTING SLAB ON 0 REFER TO ARCH. PLANS GRADE TO REMAIN ., X110 FOR DEMO AND NEW WALL LCOATIONS 0 V n EXISTING FOUNDATION O7 IY / v ivv//vu,eivu,r%vel,(ivu,eivu x,ivy / EDGE 12 I I I iNr) Q D I - LCA0 \ 9 010 , \ % FOUNDATION Y ��� 1 I I j REV DATE DESCRIPTION ADDITION PER DETAIL Rix 1 x ► / rxxi'xxi,7xxfYAAA/Ax/rxni:r Axis xxi. / ► j 10 — (E) WALK-IN-FREEZER \\ j SD3 WALLS - NO CHANGE \ / i I / / / xixxX/xxx/xxxivxx/Yxxivxx/,xxxir y / r///////////////////(//// X110 O SD3 ==== -1 DRAWN BY: DG Z///////////////////////////� ` CHECKED BY: WC ) ARCH. PROJECTEZ-77.-.77=== SD3 N°.:AM B1 9 001 . 0 13'-6" / / r.SHEET t===:7---7; NAME: FOUNDATION FOUNDATION PLAN PLAN SCALE:Y4" = I '-0" =SHEET . NUMBER: 31 . 0 GENERAL NOTES ROOF FRAMING NOTES ! . ALL OUTSIDE AND INSIDE DIMENSIONS ARE TO THE FACE OF FRAMING (UNLESS NOTED OTHERWISE ON THESE GENERAL NOTES ARE SUPPLEMENTAL TO THE STRUCTURAL GENERAL NOTES ON SHEET "SNI ". PLANS.) CULLUMBER ENGINEERING r 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. AND DESIGN INC EXISTING CONSTRUCTION NOTES: 3. ALL INTERIOR WALLS ARE NON-STRUCTURAL 4. FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH THE ARCHITECT DRAWINGS 6930 DESTINY DRIVE 1 . THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING JOB CONDITIONS, REVIEW ALL 5. ALL WOOD TO BE DF L# I OR BET-TER., ER, U.N.O. SUITE 300 6. SEE "WOOD NOTES" ON SHEET SN I DRAWINGS AND VERIFY DIMENSIONS, ELEVATION, AND MEMBER SIZES PRIOR TO 7. REFER TO STRUCTURAL DETAIL SHEETS FOR TYPICAL DETAILS (916) CA 95677 CONSTRUCTION OR MATERIAL PURCHASE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER (9161251 9798 OF RECORD IN WRITING OF ALL DISCREPANCIES AND EXCEPTIONS BEFORE PROCEEDING WITH 8. NO EDGE BLOCKING REQUIRED, U.N.O. culiumbereng.com THE WORK. 9. BUILT-UP COLUMNS, PROVIDE (2) I Od NAILS @ 8" O.C. TO PROVIDE SOLID CONNECTION. 10. PARAPET WALL STUDS SHALL BE 2X6 DP-L#I @ 24" O.C. W/ DBL TOP PLATE AND SINGLE SILL PLATE, 2. THE REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED U.N.O.. FUR-OUT WALL STUDS SHALL BE MIN. 2X4 DF-L#I @ 24" O.C. W/ DBL TOP PLATE. WALL SIZES WITH GREAT CARE IN ORDER TO NOT JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE SHALL BE VERIFIED TO MATCH THE ARCHITECTURAL PLAN SET. BUILDING STRUCTURAL SYSTEM. IF STRUCTURAL MEMBERS OR MECHANICAL, ELECTRICAL, 5. NEW (N) WOOD WALL SHEATHING SHALL BE I/2" APA RATED SHEATHING WITH 8d @ G" O.C. EDGE OR ARCHITECTURAL FEATURES NOT INDICATED FOR REMOVAL INTERFERE WITH THE NEW NAILING 12" O.C. FIELD NAILING, U.N.O. (SIMILAR OVER BRACING STUDS) SEAL ...� 4 �t WORK, THE ENGINEER OF RECORD SHALL BE IMMEDIATELY NOTIFIED AND PRIOR WRITTEN G. WERE APPLICABLE, TOP PLATE SPLICE AT INTERIOR AND EXTERIOR WALLS SHALL BE 48" MIN. LENGTH. APPROVAL SHALL BE OBTAINED BEFORE REMOVAL OR MODIFICATION OF MEMBERS. SEE DETAIL 7. FOR BUILT-UP COLUMNS, PROVIDE (2) I Od NAILS @ 8" O.C. TO PROVIDE SOLID CONNECTION. 3. THE CONTRACTOR SHALL PROMPTLY REPAIR DAMAGE TO EXISTING FRAMING CAUSED DURING 8. ALL WOOD EXPOSED TO WATER FROM DIRECT OR BLOWING RAIN, SNOW, OR IRRIGATION TO BE P CONSTRUCTION WITH SIMILAR MATERIALS AND WORKMANSHIP. CONTACT THE ENGINEER OF PRESSURE TREATED. pct° ROp£S� RECORD TO VERIFY THE PROPOSED REPAIR SOLUTION. ���� ��G l N fF� /O 44 � DEMOLITION SHORING NOTES: 94136PE ; GOOF LEGEND ORE .iN 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF ALL .• JDEMOLITION WORK AND FOR PROVIDING ALL NECESSARY TEMPORARY SHORING, BRACING - ; '1 2�AND PROTI CTION AS NECESSARY FOR SAFETY, STABILITY AND PROTECTION OF ALL EXISTING (E) TRUSS JOIST 1p,. ) re I - ELEMENTS AND STRUCTURE TO REMAIN. TEMPORARY SHORING AND BRACING SHALL BE CE) WOOD JOIST0 ADEQUATE TO RESIST ALL APPLIED LOADS INCLUDING DEAD LOAD, LIVE LOADS, SNOW LOADS AND CONSTRUCTION LOADS, TO PROVIDE STABILITY, AND TO PROVIDE FOR. — (E) LOW OR HIGH BEAM RESISTANCE TO WIND AND SEISMIC FORCES UNTIL ANY REQUIRED MODIFICATIONS TO THE STRUCTURE ARE COMPLETED. - NI - - - in - - ■i oil - NEW BEAM OR LEDGER - SEE NCONSULTANT -s,> �A PLAN FOR LOCATION PARAPET WALL KICKER LOCATION - SEE PLAN FOR DIMENSIONS INTERIOR NON-BEARING WALL BELOW PER ARCH. PLANS • �i����•%��������• NEW PARAPET WALL WITH DBL PLATE CAP AT I 9'- I III GX 12 DF# I BEAM /6 ���������������������������*.. A.F.F. STUDS SPACED AT 24" 0.C. MAX. SEE OVER (E) TOP PLATE ( SECTIONS FOR STUD SIZES. AWNING FRAMING BY -SEE SECTION �SD) OTHERS - TYP. I I i II /I 1--.‘ TOP OF PARAPET 7- SD3 SD3 WALL CORNER 1 2 TOP OF PARAPET PER DETAIL �DV REMOVE EXISTING ROOF 12 WALL CORNER -.. _ = - 6�_ " CANOPY FRAME TYP. 5D3 PER DETAIL / * �° ,�dirk Irlo.4ltia. ~K� '��" \ --- NEW PARAPET (-----2----) REMOVE EXISTING ROOF r1 • ' . 1. [ . . . . .f . 1 i 1 . . . f 1 . .��. WALL LINE �p� CANOPY FRAME TYP. ER VLEDGER I T ouR � BEAM PER 1 ' DETAIL r,---, . . . . i s i i i i : '.'.'.'. I 1 r �D� KSD3� 4 { . ...'.'),. ...... ;v 4 �D2 1 I / 1_ AWNING FRAMING BYIcillif 0 �i�, SD3 I I / }1 OTHERS - TYP. , , . . ///., I L 4 i 1 II • . . . . . . . 4c, 1 ii L1 1- i Ill E - o.0` 11 I ..�"_--- Iii 11 � II� i i i "�' BEAM . . . . . _ ( ■Doul I -.- ii 11 I 3�-0� L 3'-0„ 1 I I - I 1 4X6 BLK'G BTWN (E) I r �-- NEW 2X6 PAIRS TRUSSES AT END OF (N) _. INSTALLED AT EVERY (E) PARAPET WALL TYP. II II 1 _ . -- -- TRUSS WI NEW ROOF 1 1 S hT'G 0/ THIS AREA ! ' { (E) ROOF ACCESS (E) �,/OOD OPEN WEB 0 LL REMAIN - I ___-- ) . -- 5 HATCH LOCATION J045T5 TO I :__ 7 C�n II1 QSD2 Jii (NO CHANGE) r - - - -i 1 1 c II ! (E) ROOF TOP 11111 i (-----4-- 1 n — I f UNIT (NO CHANGE) I ' I I i I 1 5D2 I / hr) CY 0 / (E) ROOF TOPI I (f) I UNIT (NO CHANGE) 0 7 1 OhI O Dom••. • )1n ZNYZAIu�rAWA/u ,W)/n2 I (E) ROOF TOP -1 I .. ' UNIT (NO CHANGE) ! I I I I hn Q �` 3 i I ! j_ I_. . NEW PARAPI=T M i \\ ! I "' " - - - - � 1 WALL LINE W (f I— ■ 1 �i� i . . . . . . . 4) .� 1111 • 1 REV DATE DESCRIPTION 'ilir � - (E) ROOFTOP • . . .3. 0" g _ S UNIT (NO CHANGE) e -'4-'47:111 , �!- - . . . , ! I _. 44 11 I �� EXTEND KICKER DEPTH . . . . . . . 3 E \ OVER (E) BEAM FOR I ! �` __.._. 1 ,' t1l ATTACHMENT j SD3 1 L l 1 I I I _ °- ........ .,• . . . . . . . . . . . . . > I 1 1 ill el 0 " ■ L - - - .f' - 4 I LEDGER BEAM ._ I I I ♦ I ♦� (E) BEAM I 1i _. _J_ � . . .N ` PER DETAIL i , - . ♦ 1 i i I �� i — I YYIiuIuiYVIWUYYu„u,dYi,iirYYIYIY�Wu�uL!IIII111u.tl,lYll11t IlYtl,(VwIUIYIIiI,dml,iL4Wl ��7 6�t► ►.&�!-=�''�� 11b,A�ig kar 7 . "yam-�sr--v�-����- 1` � I 3 �� . . . I . . . .I. . . . . .I I I ' iii I I I I_m li I I 1 SD3 ► . . . . . . . . �:' • • • r--r- NEW PARAPET . . . '�'. . . . . . . . . . . .'.'. . . . 1'. . . . . . :� 1 �i x ix Y,Y .x LEDGER BEAM SD2 WALL LINE t 4.;1.4, :„.Atiii_ .;: -�.♦"• 1 :1,44:4: I I 1 /7/ �/� SD2 3� PER DETAIL DRAWN BY: DG Sp2 — — — — CHECKED BY: WC TOP OF PARAPET -2I I REMOVE EXISTING 1" 2 - ARCH. PROJECT � . -.-. (--i 2� WALL CORNER I I LEDGER ( 2 1 I (I f COVERED FRAMED SD2 NO.: SD3 PER DETAIL BEAM PER p3 J 1 �D3 STRUCTURE REMOVE EXISTING ROOF A V319001 . 0 DETAIL 1 -/� CANOPY FRAME TY?. SHEET AWNING FRAMING BY L J TOP OF PARAPET � OTHERS - TYP. WALL CORNER 12 //, NAME: I PER DETAIL 5D3 I ROOF FRAMING PLAN ROOF FRAMING PLAN =SHEET NUMBER: SCALE:%4" = i '-0" 52 . 0 J © 0 NO NOTE: 0 0 _ NOTCHES / Ao,•FILIFF•k(N IN MIDDLE DBL TOP PLATE REFER TO ARCHITECTURE i FURRED OUT FACADE CULLUMBER ENGINEERING © I - DIG Y3 OF SPAN ELEVATIONS FOR PARAPET7 BEYOND AND DESIGN INC MAX. %2" RADIUS 111 1� -D EQUAL ,' NOTCH i' EQUAL HEIGHTS. I! • J lirI / 6930 DSU TE 300 RIVE ' --� -- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O I CENTER STRAP LENGTH ROCKLIN, CA 95677 -9798 © 1� �._ I 0 0 0 0 0 0 0 0 0 0 0 0 0 oO ° I HERE (lumber916) ng.c __,.• IL 1 cullumbereng.com 01,‘Iii © 2" C• �� 1 0 0 MIN. D/4 ' 11P.- 2" MIN.- DIG MAX- © (3) I Gd © 2X4 FLAT /LSTA3G' PER BLK NOTES: BLOCKING STRAP SEAL --""MI P"'-- I I . PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT. AT STRAP OVER WALL 2. NOTCHES ON THE ENDS OF JOISTS HEADERS SHALL NOT EXCEED%6 THE NOTE: SIMPSON STG224 W/ 12-I Gd EA END WHERE NOTCH IS 3" OR LESS. SHEATHING DEPTH. STG23G WHERE NOTCH 15 GREATER THAN 3" BUT LESS THAN G". USE 1L . IA IL 3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEEDYG THE DEPTH AND SINGLE STRAP ON NOTCH SIDE WHERE NOTCH IS UP TOY3 WIDTH OF QED PROFF SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. PLATES. USE STRAP ON EA SIDE WHERE NOTCH IS GREATER THAN%3 ��`���' �G I N£�,`S`r/p 4. NOTCHES ON THE BOTTOM OF JOISTS ALLOWED ONLY WHERE SPECIFICALLY WIDTH BUT LESS THAN 2/3 WIDTH OF PLATE. NO NOTCH GREATER 4, y -�- © �� SHOWN ON DRAWINGS. THAN 2/3 WIDTH OF PLATE. 941 36PE 5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR `�, �� `�� O SEE NAILING SCHEDULE BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN%4 THE DEPTH. ORE .a N C'F l (Ai 404 frer" ' TYP. NAILING EXAMPLE TYP. NOTCHES t HOLES IN JOISTS * HEADERS TYP. SPLICE AT TOP PLATE AT NOTCH OR HOLES TYP. STRAP AT PARAPET HEIGHT TRANSITION FOR PIPES OR CONDUITS CON SULTANT ._ s If===== MIN. 6'-0" TOP PLATE SPLICE W/ (24) 16d NAILS EPEAT --7—/V-------- o (TWO ROWS STAGGERED) NAILING' PARTITION WALL 3" MIN. 4,1/2"± 2 1/4" UPPER / / TYP. PLATE i i I SPLICE X \_ /N/-- TRUSS JOIST WOOD STUDS ROOF PLY TRUSS JOIST SIMPSON DTC 2x P.T. SILL PL. W/ ' T T I T T T 1 T T T T 1 T T T T i T i l j 1 2X4 FLAT BLKG S 0. 1 72"0 P.D.F. @ Ilf-. @ 32" O.C. 32" O.C. \ FLEXIBLE SEALANT (OPTIONAL) (4) 1 GdN- (2) I Gd I i i'i %q" MIN. , \ - ! TYP. TYP. %2' GAP (2) IGD �Idi 1- ----- `C _ � ,-. INTERIOR PARTITION WALL • ;► SIMPSON DTC TO EA. �K 1 ;ate i TRUSS BOT. CHORD -- INTERIOR PARTITION WALL I%" EMB. � 5 a ./ f WALL PARALLEL TO JOISTS 2 (E) CONCRETE SLAB oril NWALL PERPENDICULAR TO JOISTS 2 x G STUD AT EACH JOINT NOTE: tSk,r(::::::7C fr149 ° NAILING IS TO OCCUR ON BOTH SIDES OF UPPER TOP PLATE SPLICE. TYP. TOP PLATE SPLICE TYP. PARTITION WALL TO ROOF ATTACHMENT TYP. WOOD PARTITION WALL TO CONC. SLAB EDGE NAILING (EN) STAGGERED @ DBL PLATES EDGE NAILING (EN) AS CALLED FOR ON PLANS $ SECTIONS FIELD NAILING APPLIES TO EDGES OF ALL SHEETS $ AT ALL INTERIOR LINES WALL * ROOF: DBL JSTS AS FOLLOWS: 8d MIN @ 12"OC UNLESS NOTED OTHERWISE ON PLANS i RAFTERS i AT SHEAR WALLS FLOOR: OR STUDS JH OF FC, TYP. I . WHERE SP CONTACTS WALL PLATES * SOLID BLOCKING OVER WALL CONSTRUCTION. SEE DETAILS ON THIS I Od MIN @ 12"OC UNLESS NOTED OTHERWISE ON PLANS - hn l 2. AT 4X STUD ADJACENT TO HOLDOWN STRAP SEE DETAIL C° — ON THIS SHEET. Li_ c . EDGE NAILING (EN) SEE PLAN FOR FRAMING — AT ROOF $ FLOOR - DIAPHRAGMS8d MIN @ G"OC UNLESS NOTED I . AT BLOCKING OR TOP P'S OVER SHEAR WALLS. OTHERWISE ON PLANS , 0 0 , 2X BLKG, TYP. Q 2. AT TIES $ BEAM IN LINE WITH SHEAR WALLS. \ V 3. ADDITIONAL NAILINGS AS NOTED ON DRAWINGS. ' ' 3x MIN 2x MIN OPEN SIMPSON ST22, TYP. LC) i a 0 c 2-2X BLKG MATCH NOTES: / \ DEPTH OF FRAMING 7 c\ 0 I I . WHERE 8d NAILS ARE SPACED @ 2%2"OC OR LESS OR I Od o 1 1 , _ (r) NAILS @ 3"OC OR LESS, NAILS SHALL BE STAGGERED $ _ I I I 0 ^ FRAMING SP JOINTS SHALL BE 3X OR LARGER.SEE DETAIL , 0 0 , SEE PLAN FOR SP n AT RIGHT. , L \• f SHEATHING 0 7 2. WHERE I Od NAILS ARE SPACED @ 3"OC OR LESS, NAILS 0 0 0 3/8" s', �(�3/8 t 3/8" J 4 ' 3/8" hr) SHALL BE I Od SHORTS. SEE TYP NAILING SCHEDULE. - - W Q 3. STAGGER SP JOINTS WHERE SHEAR WALL IS MORE THAN 3/8i ��,--3/8� - ) �— ONE VERTICAL PANEL IN HEIGHT. ' ' STAGGERED NAILING DETAIL in C_D (OPENINGS TO BE 4-0" SQ MAX) CO (r) 1— 0 0 . REV DATE DESCRIPTION TYP. OPENING IN ROOF OR WALL PLYWOOD STRUCTURAL PLYWOOD * PLYWOOD SIDING NAILING DIAPHRAGM I DRAWN BY: DG CHECKED BY: WC ▪ARCH. PROJECT NO.:AIVB19001 . 0 ▪SH EET ===- NAME: STKU CTU RAL DETAILS r.SHEET NUMBER: SD I 1 , hi VERIFY ALL PARAPET WRAP TOP PLW/ HEIGHTS WITH ARCH. DBL TOP PL. PT. PLANS - TYP. /y/frillo .PLYWOOD TOP OF PL. CULLUMBER ENGINEERING 2X4 WOOD TIES W/ (4) IOD +19'-11" AND DESIGN INC INTO STUDS �i + + + + r L+ +_ _1_L J 6930 DESTINY DRIVE 2X6 PARAPET WALL SUITE 300 2X8 FUR-OUT STUDS ROCKLIN, CA 95677 VERIFY ALL PARAPET VERIFY ALL PARAPET (916 51- 7 cullumbereng.com HEIGHTS WITH ARCH. HEIGHTS WITH ARCH. PLANS - TYP. PLANS - TYP. X X N N TOP OF PL. TOP OF PL. * 2x BLKG BTWN STUDS ILLUMINATED CAP BY +18'-0" +18'-0" FOR PLY NAILING OTHERS CONT. 2X8 PLATE FOR CAP a ATTACHMENT. ATTACH PLATE INTO 3' 0" /- SEAL ATTACH CAP TO PLATE BY EACH PLATE BELOW W/ (2) I GD @ / OTHERS s I G" O.C. if 2x BLK'G BTWN / +, ir _ TOP OF PL. I %%/ + DBL TOP PL. ..��' +15'-8" — : BRACE STUDS �/ /` EXTEND KICKERS THRU _ FOR PLY NAILING �+ + / PARAPET WALL. �tc�EO PROs . 2X4 WOOD TIES W/ (4) IOD - �- SINGLE TOP L. i 2X6 DIAGONAL BRACE + ATTACK TO STUDS W/ �5\ �G I N£F % AT 45 DEG, @ 24" O.C. (4) I OD 4e' y INTO STUDS x x X x I ,, 94136PE ALIGN PARAPET STUDS W/ N N f N N /0 2X4 WOOD TIES W/ (4) I OD INTO STUDS FUR-OUT SUTDS - REMOVE EXISTING ROOF CAP NOTE: I 2x CONT. SILL PL. TO ��e ATTACHMENTS SIMILAR / I 14, I �,� OREG•Nbillo / AND PARAPET FRAME BLKG BELOW W// X 4/2 AWNING ATTACHMENT BY OTHERS <<,j,;: ti0 TO DETAIL i/SD2 I I 5D5 @ 12" O.C. ���� 'or- 4 i SIMPSON DT I Z AT EA. - � I - 2x BLK'G BTWN STUDS AND NAILED *U �0/ y 2x BLK'G BTWN STUDS MATCH WALL '4 PARAPET STUD TO (E) BEAM BELOW --<' TO (E) TRUSS OUTRIGGERS PER r +--+� I AWNING ATTACHMENT BRACE TO PLATE �,�' WIDTH AND NAILED TO (E) TRUSS DETAIL 8/SD3 L; +-= BY OTHERS PER DETAIL 9/5D3 ,. AI - OUTRIGGERS PER DETAIL 8/SD3PROVIDE 2x BLK'G BTWN (E) \ ,` t�� ,�'� Is\ TRIM (E) TRUSS OUTRIGGERS TRUSSES, NAILED TO (E) 2x RIMLL \ TRIM (E) TRUSS OUTRIGGERS 1 ; �\ .�'� �� J�' VTO FUR OUT STUDS CONSULTANT W/ (2) IOD @ 12" O.C. \ .V TO FUR OUT STUDS T ,-- �,- r,� l — � ' � '��� r-=�--� ` OUTSIDE FACE OUTSIDE FACE I - - *./1 1 - - \ 2X6 BLKG BTWN FUR OUT J - - 2X6 BLKG BTWN FUR-OUT �, - \ 1 \ \ STUDS W/ (2)/4" X 4/2" SDS (E) TRUSS END /i/ 4 \ \\ STUDS W/ (2)/4' X 4/2" SDS \ AWNING TENSION ROD PROVIDE 2x BLK'G SCREWS @ 16" O.C. MAX. OUTRIGGERS BTWN (E) TRUSSES, \ \ � SCREWS @ 16 O.C. MAX. � FRAME BY OTHER (E) BEAM \ FUR OUT STUDS TO z (DEFERRED SUBMITTAL) RIM NAILED IW/D )I (OED CONTINUOUS \ FUR-OUT 5\D \ LEDGER W (2) 16 TOE \ EACH SIDE \ \ 12" O.C. TO LEDGER V�`�2) _ AWNING TENSION ROD FUR-OUT \\ I 16 TOE EACH FRAME BY OTHER WALL STUDS \ �� REMOVE EXISTING \ (E) BEAM I SIDE \ (DEFERRED SUBMITTAL) \ CANOPY/SAVE ALL-AROUND \ \ CONTINUOUS - I \ CONT. 2X6 LEDGER TO \F \V/ l� (E) WALL PLY AND EA. \ \ r- I / 1 I / �� STUD W/ (2)/4" X 4/2" 'S \ \ NOTCH STUD TO BEAR -� i 1/ c \ (E) TRUSS SDS SCREWS \ \` 1_ - ON LEDGER :v.:7;1N ;17.1 t__ _ N__I AWNING ATTACHMENT AWNING ATTACH. BLKG FUR-OUT STUDS TO BY OTHERS 3X8 LEDGER TO EA. BY OTHERS iiiiir" (E) EXT. STUD WALL CEIL. PER ARCH. PLANS I LEDGER W (2) 16 TOE STUD W/ (2)/4" X 5" ; re5n - SIDE I EACH S D SDS SCREWS SOT. PLATE TO STUD (E) EXT. PLY 51-17G - i E.N. ENDS W/ (3) 16Dt‘finViNie'1 ‘rai (E) EXT. BRICK VENEER I 2x P.T. SILL PL. ON (E) BRICK_ i 16D TOE INTO LEDGER @ 6" O.C. -� 1 VENEER TOP W//2 O EPDXY BOLTS, 5" EMS. @ 48" O.C. - i aiiiw, WALL SECTION I WALL SECTION 2 WALL SECTION 3 DBL TOP PL. TYP. WRAP TOP FL. W/ PLYWOOD >--- 2X4 WOOD TIES W/ (4) I OD INTO STUDS 1 + + + + r 2X6 PARAPET WALL 0 INn VERIFY ALL PARAPET/-- VERIFY ALL PARAPET - N HEIGHTS WITH ARCH. HEIGHTS WITH ARCH. 2X8 FUR OUT C_DLJ__ C\ PLANS - TYP. • PLANS - TYP. STUDS — TOP OF PL. ,* TOP OF PL. 7 0 IC) +18'-0" +18'-0" Q - NOTE: CAP SIMILAR TO DETAIL I/SD2 �y \ � � O TOP OF PL. ,* +15'-8" .- 2X4 WOOD TIE @ 48" I I I 0 I ) O.C. MAX. W/ (4) I OD 0 7 n c++- + + INTO STUDS nY I REMOVE EXISTING L____1_-1___I I ► I hn < NOTE: /- /- ROOF CAP AND I LEDGER TO EA. PARAPET PARAPET FRAME ) I- Lo o ATTACHMENTS SIMILAR (N)/2 SHTG -� / I Lp cp 2x SHTG NAILER TO DETAIL I/SD2 / I / W/ I OD @ G" STUD W/ SIMPSON h3 (N)/2" SHTG W/ I OD N N 71212 Up I- I I I I O.C. E.N. 2x BLK'G BTWN RAFTERS I I @ G" O.C. TO EA. TOP BLK'G TO LOW BLK'G Li p \u - LSTA 18 AT LAP BLKG, ATTACH W/ - SEE PLAN VIEW DETAIL I �LI RAFTER 7 W/ (2) IOD @ 12" O.C. REV DATE DESCRIPTION fp �' I \ (E) ROOF 5hT'G TO BLK'G W/ I OD I \ EA. BLK'G. / I OD @ G" O.C. EXTEND (N) \ \ 6 7 \\ @ 6 O.C. \ CENTERED TO / AE \ SHTG SPLICE / z-- 2X8 BLK'G 1 SD3 E.N. SD3 PASTM - ... ._ . - � I • I I I I I I I I I. _ L� I\ \ I „ I I „ <+ ++ \ I Irli \1 I 1 ; + 1 + \ (2X6 RAFTER) EXTERIOR ShT G TO BLK'G W/ E.N. �_� I E.N. �_ \. I (E) L l \ \ \ \�- 2X6 BLK'G h2.5 EA. \\�`I . \�`\ LU526 hANGER �/� 2x LOW BLKG OUTRIGGER \ \.\ \ RAFTER TO (E) f 2X I 0 LEDGER W/ (E) � - `. \ 16D @ G" O CKG W/ BEAM 6 � .`, �C\ I �� i I EXTEND (N) EXTERIOR SHEATHING \ \ (3)/4 X 4/2 SDS TO LOW BLKG FOR NAILING TRUSS (E) BEAM - \ DIAG. \N BLKG TO (E) N, `� TO EA. STUD �� NOTCH \> STUD TO iSTUD TO CONTINUOUS \ BRAGS @ `�`�\\�`\ \ I CONT. 2X8 LEDGER W/ (2)/4° (E) BEAM - N//BEA 6D TOE /// \ \ 24" O.C. i X 4/2" SDS TO EA. STUD @ 6" 0.C. `� LEDGER W/ (4) BEAR ON CONT. 3X8 LEDGER TO \ 16 TOE I LEDGER S �: \ \ \ \� � EA. STUD W/ (2)/4" X 5" _� \,I REMOVE EXISTING 2X6 DIAG. BRACE AT EA. ��\ I SDS SCREWS NOTE: Il Ei r- \ CANOPY/SAVE ALL-AROUND _ (E) ATTACHMENTS SIMILAR \ \ 1 I RAFTER SIDE W/ `\ .. _ r-�, AWNING y.� TO DETAIL I/SD2 \ 2X6 PARAPET SILL PL. W/ (2)/ " X '1 r ; \ (4) IOD TO RAFTER \ \�\ ; I /, DRAWN BY: DG STRUT \ 4 '1 4/" SDS @ 16" O.C. _ '1. NOTE: (5) 16 TOE TO LEDGER \ ',- _� I BY OTHER /\y 2 "�,., ATTACHMENTS SIMILAR TO �� CHECKED BY: WC DETAIL I/SD2 - AWNING ATTACK. BLK'G ARCH. PROJECT . �I 2X6 LEDGE PL. W/ (2) ! I BY OTHERS NO.:A M� 16D @ 12 O.C. - I 2X6 CONT. LEDGER W/ (3) , IVI 9001 O . 0 CEIL. PER ARCH. PLANS - CEIL. PER ARCH. - BOT. PLATE TO STUD SHEET - d (E) DBL TOP FL. TO _ I I GD INTO EA. STUD \ ENDS W/ (3) I GD - REMAIN I PLANS NAME: - I 2X6 SILL ON (N) BEAM W/ I GD TOE INTO LEDGER @ G" O.C. = I (3) I GD @ I G" O.C. jj=�) , STKU CTU RAL -� (N) BEAM PER PLAN - (E) BEAM TO REMAIN 2x W/ (2) I GD INTO (E) PER ARCH. M DETAILS BEAM @ I 2" O.C. PLANS SHEETs -� NUMBER: WALL SECTION 4 WALL SECTION 5 WALL SECTION 6 S D 2 • /.%)),0•Frirkske,N OF PL. TOP OF PL. TOP OF PL. -� CULLUMBER ENGINEERING 4 TOP 7:- +19'-11" l 1 +19'-11" ¶ +19'-11" AND DESIGN INC L=4 L_______J L_--____J L ___ 6930 DESTINY DRIVE SUITE 300 2X4 WOOD TIE W/ (4) ROCKLIN, CA 95677 VERIFY ALL PARAPET (916)251-9798 HEIGHTS WITH ARCH. 2x SHT'G NAILER 2x S11T'G NAILER IOD INTO STUDS cullumbereng.com PLANS - TYP. / TOP OF PL. 2x BLK'G BTWN BRACE / N N 2x BLK'G BTWN BRACE / +18'-0" STUDS FOR PLY NAILING / + STUDS FOR PLY NAILING + NOTE: .'// +/ :- // +/ CAP SIMILAR TO DETAIL + G� .- / + 4� ZSEAL ` = __ $ I/SD2 .� -f-- EXTEND KICKERS / �; ' + ./ -I- EXTEND KICKERS 2X6 DIAGONAL BRACE ,//‘+/ AND ATTACH TO / 2XG DIAGONAL BRACE ,0 e/ AND ATTACH TO AT 45-DEG, @ 16 O.C. ,� PARAPET STUDS W/ - / +/ AT 45-DEG, @ I G" O.C. ,�' PARAPET STUDS WI +� , • ,i (4) IOD A. / / ' / // + / /��,� (4) IOD A. ��,� PR OFF 112_+ + +' i 4'-0" �, 0 0/ 4'-0" �,� �' 4& C'‘- ��G N fF�So9 REMOVE EXISTING ,�'e// ,�/ /^. REMOVE EXISTING �,�'�� 94136PE 'i ROOF CAP AND 0' LO 00 • 3'-0" , / ROOF CAP AND ,�' ORE 0 l ::::: ,1� N N ( 0� PARAAME ,,�' N N1REING ,r� SGIOD ,0 ,sNf, \ BRA ,:= I I 2X4 WOOD TIE W/ (4)�,�'� U RAFTER �,�'� \ PLATE PER �;��� U 7 IOD INTO STUDS IPN N PER DETAIL 9/SD3 ,✓ / �'r DETAIL 9/SD3 ,0 \ G 7 �, 6 / I ��/ \ O C.I OD @TO BLKG _ _ - PARAPET SILL PL. TO I SD3 SD3 I �,�' SD3 I SD3 �,�' r•:-+- -+-711//)\ \ ,� i++ + 1 DBL PL. BELOW WI (3) - [ I \�- ' 1 •4� ,,,I \�' _.. . ,'�`1 L � + =fiIik- ',f\ NOTE: I ,`AI \ L+ +-' IGD @ ( GO.C. ` CONSULTANT .� � _ 1 + + + I. I I I I I I I, _ 1 1 T T" T I 1ZNI I ATTACHMENTS1 + + /� \ 1� " I + + / �� "i SIMILAR TO DETAIL 9,+ +.,� I'' I � �� EXTEND ROOF SHT'G I _ OVER DBL TOP PL. W/ \ \ ~� \ \ A \- (E) DBL i V1-1,..---. \ \ I/SD2 (2) 8D @ 12" O.C. �� NOTE: NEW RAFTER \ �6"� \ \ ATTACHMENTS /GIISNN \ \ OUTRIGGER\-\ \ \ PAIRS PER \ \ E.N. \ \ SIMILAR TO DETAIL \ \ NOTE: TRUSS E BEAM ¶ \ \ PLANS 2X6 BLKG \ ` \ \ 6/SD2 \ \ ATTACHMENTS ( ) (E) SHT'G TO \ \ DBL TOP PL. (E) BEAM \ \ (E) BEAM \ \ CONTINUOUS 'I� \ @ 24 O.C. \ 2X8 LEDGER WI (3) \ \ SIMILAR TO DETAIL �� REMAIN 2X6 DIAG. BRACEING � ,`. \ \ \ 2X6 DIAG. BRACEING ��`� \ \ 6/SD2 \ \ 2X6 DIAG. BRACEING �"`. \ \ i 16D AT A. STUD S @ 32 O.C.. ATTACH S \ S @ 32 O.C.. ATTACH \ �\ \ \ \ E NDS W/ (5) AI 6 TOE CH \\ \Th...„:".. .....___ I NOTE: ENDS W/ (5) 16 TOE ENDS W/ (5) 16 TOE ATTACHMENTS I 1 \ 1 �� It . \ I (E) \ I ��� \ I SIMILAR TO DETAIL 2X6 PARAPET SILL PL. WI (2)%4" X 11 r \ 2X6 PARAPET SILL PL. WI (2)%4" X It T' I STRUT ` \ I " 11 •, \ 6/SD2 ��- , NOTE: i IIn \r' !' 2X6 PARAPET PL. W/ (2)/4 X IVA \ 1 4/2 SDS @ 16 O.C. ATTACHMENTS 4/2 SDS @ 16 O.C. Wer, (‘ \\ 4Y2" SDS @ 16 O.C. ►.fin 1\ g SIMILAR TO DETAIL - - _ 2X8 LEDGE PL. W/ (3) 1/5D2 2X8 LEDGE PL. WI (3) CONT. 3X8 LEDGER TO 2X8 LEDGE PL. WI (3) CONT. 3X8 LEDGER TO 16D @ 12" O.C. — 16D @ 12" O.C. (E) BEAM WI (2)%4" X 5" CEIL. PER ARCH. PLANS NOTE: „ 5" 16D @ 12 O.C.. . (E) BEAM W/ (2)/4 X (E) DBL TOP PL. TO (E) HEADER SDS SCREWS @ 16" ATTACHMENTS ua_651100 SIMILAR TO DETAIL (E) HEADER SDS SCREWS @ 16 REMAIN O.C. O.C. I p_ ..\\ae 6/5D2 ----4\ 1 —V\ _____Npl --4\ - t8% miC j , _co Liii9 WALL SECTION I WALL SECTION 2 WALL SECTION 3 WALL SECTION 4 PARAPET WALL KICKER (E) BEAM BELOW tial III PLYWOOD SHT'G SIMPSON APC ON H3 TO EACH I I WALL STUDS SCREWS.SIMPSOALSO N (3) II 6D TOE V Z I I I -- TO OUTRIGGER TOP WI NAILS INTO PL. 0" I I I \� SHT'G TO BLKG W/ 8D @ � ' N) I 1 2-16D AT 2X4 OR 1 (N) 8d @ 12" O.C. I I 3 16D AT 2X6 2X8 -� II SIMPSON LSTA2 I STUDS TO BLKG WI (5) 6" O.C. r,Ivv ROOF PLY U C\ (E) PLYWOOD DECK I II 1 IGD MIN. - TYP. � 'r -- 0 (N III I I /- n l r BLKG BTWN STUDS _/ III 1 2X 12 HORIZ. TOP V ( CONT. 2X8 PLATE WI (2)%4" TBO KICKERS 7 U 2x BLKG. STITCH III A34 EA. END X 4/2 LONG SDS SCREWS Q M TOGETHER W/ (2) L J= �V 16D @ 6" O.C. - �►I ' BLK'G INTO EACH BLKG BELOW n 1 ALTERNATE SIDES III 1 tGli-t (N) RAFTERS PAIR I \ I / /"."-------.._ FUR OUT STUD BEARING CONDITION A Ln n7 1 \_ III EXT. SHT'G hn (N) 2X(FULL HEIGHT) DF L# I E TRUSS (N) RAFTERS PAIR ° ° ° o� (E) TRUSS OUTRIGGERS, 0 _ ( ) _III I — NOTES SIMILAR (E) 2X JOIST LAP TO (E) W/ 2- I Od NAILS �� 1 .-÷<11,12 -_, e . FULL LENGTH @ 6" O.C. I CLIPPED '/ . , TO DETAIL ABOVE I I O SIMPSON LSTA21 STAGGERED i i I I _ 0° NOW- 1 I ROOF PLY TO BLKG WI ( V n III -, IOD@G" O.C. - TYP. CD ry RAFTERS TOE III FUR OUT BLKG BEYOND CONT. 2X8 PLATE W/%4" X V Iii BLKG BELOW PER PLANS. IF 1 I I I hn Q ( ) TRUSS. EACH I 4Y2" ) LONG SDS SCREWS @ NOT PRESENT PROVIDE 4X6 I— Ln CD I IRAFTER W/ (6) IOD I 12" BLK'G BTWN JOISTS WI LUS46 O.C., STAGGERED HANGER EA. END CO up 1— %2" = I '-0" BEARING CONDITION B SCALE: I SCALE: I%2" = I '-O" ----:-----=----.,---7.--;----- 777 REV DATE DESCRIPTION TYPICAL JOIST REINFORCEMENT 5 NEW RAFTERS ATTACHED TO (E) TRUSS ENDS G NEW RAFTERS ATTACHED TO NEW PARAPET WALL 7 BLKG TO (E) TRUSS OUTRIGGERS 8 PARAPET BRACE TO ROOF DECK ATTACHMENT 9 PARAPET WALL RETURN 2x6 STUDS AT 16" P.T. 4x6 (LAID FLAT) METAL ANGLE O.C. * DBL. TOP HORZ. BRACE. CORNER BRACE STRAP PLATE ANCHOR TO PARAPET EXIST NEW > (N) WALL DBL TOP PL. DIST. PER PLAN \ TOP PLATE DBL STUD AT 1.°•.0 • / _. USING (2) 4"O LAG ' FRAMING PER CORNER AA Q SCREWS. PROVIDE 3" PLANS - - - MIN. EMBED INTO _ i -�/- 2X6 P.T. SILL PL. - I °- °- I - 14(2) #5 "L" DOWELS @ 24" WI A.B. PER 1 -f I— — — — >T PARAPET TOP PLATE O.C. WI 4" EMBED SIMPSON FOUNDATION PLAN (N) BEAM PER I I I .° SET-XP EPDXY, BEND BAR NOTES PLANS I I I _ SIMPSON 161 6 HL \ ih I I OVER WALL TOP PL. VERTICALLY AS SHOWN MSTC36 STRAP AT I I I - HORIZ. CORNER N I CORNER W/ (5) 5/8"O __ SIMPSON LTPS f DRAWN BY: DG N. @ 24" O.C. WALL CORNER I ( I BRACE MACHINE BOLTS 4" k-'-2" CLR \ CHECKED BY: WC -- --- BOTH SIDES I WALL \. OF BEAM 51IEATI-IING, _ — 2x6 STUDS AT I G" ARCH. PROJECT MATCH I BOTH SIDES OF \ O.C. DBL. TOP PLATE NO.: PER (E) DEPTH INSURE SOLID / STUDS A N B 19 0 01 . 0 (E) BEAM TO STUD BLK'D IS (2) 2x �- WALL PER PLAN _.��.. _ISHEET _ PLAN REMAIN PRESENT AT STRAP I I I NAME: � � 4" U '' START NEW EXT. - I I I SECTION A-A (TOP VIEW) 511-PG HERE - (E) WALL FRAME TO I I I I I I STI�U CTU KAL REMAIN 1., DETAILS SHEET NUMBER: NEW EXTERIOR FOOTING ADDITION I 0 NEW WALL FRAME ON (E) WALL I I PARAPET WALL TOP CORNER ATTACHMENT 12 5D3 �n _ n _ 308.3.2 EXCEPTIONS: 1-i , 7- 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall KEN MCCRACKEN, _ /`� ° ',Q-Z 3 C• �,C 4,----,----f �/Z1©©� � -Th.- D 1 . The topof washingmachines and clothes dryers shall bepermitted to be 36 inches (915 mm _ _ _ _ requiredcomply ARCHITECT /��, r-1 �,_' ,,.iikg �„ I Q. ©J \ _s y ,J � _ �' I not be to with 404.2.10. maximum above the finish floor. az min m -T �7 4. Existing doors and gates without smooth surfaces within 10 inches (255 mm) of the finish floor or egictitecimie.tea„management,Perrr 54 inches 1370 mm) maximum measured �, - vi complying with 444.2.€0 provided that if amry r�ny, irk pimn inw�M' .int iuuq �rni nlnir[1�,�Fi ngi, .':��I -�'4�� �e'w,�rul pnmiiii 'q�, ,, Vii' - - 2. Operable parts of fuel dispensers shall be permitted to be I \ ,obs zz mm groundshall not be required to provide smooth surfaces ca ply( 9 th p e I All, N h 11 © I d ilk II I I E I I �Cr��� j hL rr� ��� a��V � I ��� .....r w Jif IN''������li� � I � . �����n u� � ,1 III �I,, �I �������r _ ulI� �I from the surface of the vehicular waywhere fuel dispensers are installed on existingcurbs. ry added kickplates are installed, cavities created bysuch kickplates are capped P J \ I PPe 19120 SE 34TH STREET CHAPTER 3: BUILDING BLOCKS 306.2.4 Additional Clearance. Space extending greater than 6 inches 1150 mm) beyond the available L - J SUITE 115 309 Operable Parts - 404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates, containing one or VANCOUVER, WA 98683 knee clearance at 9 inches 123E mm] above the finish floor or ground shall not be considered tae lel 301 General clearance. 309.1 General. Operable parts shall complywith 309. hinge approach,pull side more glazing panels that permit viewingthrough the panels shall have the bottom of at least one PROJECT CONTACT:ERICK PETERSON 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where i - - - - -I glazed panel located 43 inches {1090 mm) maximum above the finish floor. PHONE:360.980.8258 referenced by a requirement in this document. 306.2.5 Width. Toe clearance shall be 30 inches (760 mm)wide minimum. 309.2 Clear Floor Space.A clear floor or ground space complying with 305 shall be provided. <- _: EXCEPTION: Vision lights with the lowest part more than 66 inches (1675 mm)from the finish floor or EMAIL EPETErtSON4Pt DGINc.CQM 306.3 Knee Clearance. L. 1 1 22 min Itl ground shall not be required to comply with 404.2.11. 302 Floor or Ground Surfaces 306.3.1 General. Space under an element I- - - - - 1 309.3 Height. Operable parts shall be placed within one or more of the reach ranges specified in 308. co - slot hinge approach,push side 9 c I I _ _ _ 404.3 Automatic and Power-Assisted Doors and Gates.Automatic doors and automatic gates shall 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with between 9 inches (230 mm) and 27 inches 1 E �' . 309.4 Operation. Operable its shall be operable with one hand and shall not require tight ras in - - i �- complywith 404.3. Full-powered automatic doors shall complywith ANSI/BHMAA156.10 302. (685 mm) above the finish floor or ground -�. 230 i oP q grasping,g' - EXCEPTIONS: shall be considered knee clearance and shall 'u '"'' pinching, or twisting of the wrist The force required to activate operable parts shall be 5 pounds (22.2 N) I 24 min I E (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power-assisted 1. Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm, comply with 306.3. , maximum. I 610 1 v - doors shall comply with ANSI/BHMAA156.19 11997 or 2002 edition) (incorporated by reference, see and slip resistant. 6 max 17-25 EXCEPTION: Gas pump nozzles shall not be required to provide operable parts that have an activating J 'Referenced Standards' in Chapter I I. KEN MCCRACKEN,ARCHITECT 2.Areas of sport activity shall not be required to comply with 302. 306.3.2 Maximum Depth. Knee clearance iso 430-635 force of 5 pounds (22.2 N) maximum. _ - - SEAL: shall extend 25 inches (635 mm) maximumlgl 404.3.1 Clear Width. Doorways shall provide a clear opening of 32 inches {815 mm) minimum in 302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or (a) (b) CHAPTER 4. ACCESSIBLE ROUTES hinge approach, push side,door power-on and power-off mode. The minimum clear width for automatic door systems in a doorway under an element at 9 inches (230 mm) elevationplan provided with both closer and latch backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, above the finish floor or ground. 401 General - - - - shall be based on the clear opening provided by all leaves in the open position. �C �,I Cy or level cut/uncut pile texture. Pile height shall be I/2 inch [13 mm) maximum. Exposed edges of Figure 306.2 Toe Clearance 401.I Scope. Theprovisions of Chapter 4 shall applywhere required byChapter 2 or where referenced \ /7 carpet shall be fastened to floor surfaces and shall have trim on the entire lengthof the exposed edge. P I 24 min ii1 KENNETH J. o g by a requirement in this document. 610 latch approach.push side 404.3.2 Maneuvering Clearance. Clearances at power assisted doors and gates shall comply with Carpet edge trim shall complywith 303. 306.3.3 Minimum Required Depth.Where knee clearance is required under an element as part of a i M `\ / MCCRACKEN Pe g , m r 404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible /2 max clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) w I ///�11 302.3 Openings. O nin s in floor orground surfaces shall not402 Accessible Routes I means of egress shall comply with 404.2.4. • • Pe 9 13 above the finish floor or ground, and 8inches (205 mm) deep minimum at 27 inches {685 mm) above - J { 402.1 General.Accessible routes shall complywith 402. R, WA allow passage of a sphere more than 1/2 inch (13 mm) ;II i,: �i '' the finish floor or ground. - - ) 24 min EXCEPTION: Where automatic doors and gates remain open in the power-off condition, compliance �, License#5599 diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 _ lhl 610 and 810.10. Elongated openings shall be placed so that the 306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685 mm) above the finish 402.2 Components.Accessible routes shall consist of one or more of the following components: latch approach,put side with 404.2.4 shall not be required. �9� long dimension is perpendicular to the dominant direction of Figure 302.2 Carpet Pile Height floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for walking surfaces with a running slope not steeper titan 1:20, doorways, ramps, curb ramps excluding -1 J O�� � e� dominant direction of travel each 6 inches (150 mm) in height. the flared sides, elevators, and platform lifts.Al components of an accessible route shall comply with the 404.3.3 Thresholds. Thresholds and changes in level at doorways shall comply with 404.2.5. OF t C hinges in Level applicable requirements of Chapter 4. c - 124 min 303.1 General. Where e ÷ 306.3.5 Width. Knee clearance shall be 30 inches (760 mm)wide minimum. 403 Walking Surfaces E m- l 6.0 404.3.4 Doors in Series and Gates in Serres. Doors in series and gates in series shall comply with 404.2.6. 03/25/20 changes in level are permitted in floor orground surfaces, - - 8 min 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403. (kl 404.3.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to theyshall complywith 303. ! 307 Protruding Objects 205 4 - - latch approach, push side, Jthe control shall be located beyond the arc of the door swing. EXCEPTIONS: Protruding objectsl\ 403.2 Floor or Ground Surface. Floor orground surfaces shall complywith 302. door provided with closer 307.1 General. shall Ion dimensionperpendicular to -- -- - -- "R -�- I - L complywith 307. r .7 T - - I 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of li} 1.Animal containment areas 9 1 c_ Figure 404.2.4.1 (tong) Maneuvering 404.3.6 Break Out Opening. Where doors andgates without standbypower areapart of a means of dominant direction of travel - ; - - - - n 4- 1 walking surfaces shall not be steeper than 1 :48. latch approach, put side, P� g CONSULTANT: Iat1✓i AA", i shall not be required to comply i 1 l c E door provided with closer Clearances at Manual Swinging Doors and egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches 815 mm 307.2 Protrusion Limits. Ob ects with E 9 min o 403.4 Changes in Level. Changes in level shall comply with 303. g Pe 9 9 9 g 9 I ) with 303. I I• I j j I ,,, Gates minimum when operated in emergency mode. Z.Areas of sport activity shall iJ _ _ _ _ _ Li leading edges more than 27 inches (685 N ..,7' 23° L - - - 404.2.4.2 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 not be required to comply with mm) and not more than 80 inches (2030403.5 Clearances.Walking surfaces shall provide clearances complying with 403.5. inches 1915 mm)wide without doors or gates, sliding doors, or folding doors shall have maneuvering EXCEPTION: Where manual swinging doors and gates comply with 404.2 and serve the same means of q Py EXCEPTION: Within employee work areas, clearances on common use circulationpaths shall be egress compliance with 404.3.6 shall not be required. 303. mm) above the finish floor or ground shall 25 maxclearances complying with Table 404.2.4.2. (as illustrated on Figure 404.2.4.2) - protrude 4 inches (100 mm) maximum 11 min 635 permitted to be decreased by work area equipment provided that the decrease is essential to the - - ,--- 404.3.7 RevolvingDoors, RevolvingGates, and Turnstiles. Revolving doors, revoMnggates, and horizontal into the circulation path. 280 function of the work being performed. 404.2.4.3 Recessed Doors g 303.2 Vertical. Changes in level y {a) (b) I C� I c turnstiles shall not be part of an accessible route. of 1/4 inch (6.4 mm) high '/z max EXCEPTION: Handrails shall be permitted to elevation Pin 403.5.1 Clear Width. Except asprovided in 403.5.2 and 403.5.3, the clear width of walkingsurfaces and Gates. Maneuvering 1 I E , N - maximum shall be permitted to 13 protrude 4 1/2 inches (I 15 mm) P clearances for forward co - 405 Ram maximum. Figure 306.3 Kn shall be 36 inches (915 mm) minimum- approach shall beprovided 1 Ramps be vertical. PP 405.1 General. on accessible routes shall com with 405. Figure 302.3 Elongated Openings in Floor or Ground 307.3 Post Mounted Objects. Free-standing object Clearance EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum far a Wnen any obstruction within RampsPlY Surfaces g J length of 24 inches (610 mm) maximumprovided that reduced width segment are separated byJ - EXCEPTION: 1n assembly areas, aisle ramps adjacent to seating and not serving elements required to be 303.3 Beveled. Changes in i mounted onposts orpylons shall overhangcirculation g ( g P 18 inches (455 mm) of the /a max /4 1 - segment that are 48 inches 1220 mm) longminimum and 36 inches 915 mm) wide minimum. la) b on an accessible route shall not be required to comply with 405. level between 1/4 inch (6.4 2 /z .paths 12 inches (305 mm) maximum when located 27 g I { latch side of a doorway I 1 6-4 \: 6.4 1 front approach side approach mm) high minimum and 1/2 13 nches (685 mm) minimum and 80 inches 2030 mm 24 max 24 max projects more than 8 inches _ 1 I _ _ - - - - 405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12. inch (I 3 mm) high maximum /4 i� maximum above the finish floor orground. Where a sign 403.5.2 Clear Width at Turn. Where the 610 48 min 610 (205 mm) beyond the face of shall be beveled with a slopeEXCEPTION: In existing sites, buildings, and facilities, ramps shall be permitted to have running slopes Figure 303.2 Vertical 6.4 or other obstruction is mounted between sts or ons accessible route makes a 180 turn 1220 the door, measured c c not steeper than 1:2. g po degree1 22 min I .- g .E 8 24 min I steeper than 1:12 complying with Table 405.2 where such slopes are necessary due to space limitations. Change in Level Figure 303.3 Beveled Change in Level and the clear distance between the posts or pylons is around an element which is less than 48 inches perpendicular to the face of E g N 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply greater than 12 inches (305 mm), the lowest edge of ,, - (1220 mm)wide, clear width shall be 42 inches c c the door or gate. I / sat I - 610 \ I with 405 or 406. such sign or obstruction shall be 27 inches (685 mm) x (1065 mm) minimum approaching the turn, 48 ' ,' - - - J �- - - Table 405.2 Maximum Ramp Slope and Rise for Existing Sites, Buildings, and Facilities Mr maximum or 80 inches (2030 mm) minimum above the N / inches (1220 mm) minimum at the turn and 42 N '° N m,o 304 TurningSpace finish floor or ground. A inches (1065 mm) minimum leaving the turn. `y' "rt m in (Cl (d) Slope IA SLOPE STEEPER THAN 1:8 IS PROHIBITED.) Maximum Rise pa ,� pocket or hinge approach stop or latch approach 304.1 General. Turning space shall comply with 304. EXCEPTION: The sloping portions of handrails serving EXCEPTION:Where the clear width at the turn is Steeper than 1 :10 but not steeper than 1:8 3 inches (75 mm) stairs and ramps shall not be required to comply with 60 inches (1525 mm) minimum compliance Figure 404.2.4.2 Maneuvering Clearances at Doorways 11j1iGER Figure 403.5.1 Clear Width of an Accessible Route without Doors, Sliding Doors, Gates, and Folding Steeper than 1:12 but not steeper than 1:10 6 inches (150 mm) 304.2 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply with 302. 307.3. Figure 307.2 Limits of Protruding Objects with 403.5.2 shall not be required. 9 g Changes in level are not permitted. 307.4 Vertical Clearance. Vertical - - 1 - - - 7 Doors E - - I P J i EXCEPTION: Slopes not steeper than 1:48 shall bepermitted. clearance shall be 80 inches 2030 1 t 8 min I I c 12 min I c Pe ( 403.5.3 Passing Spaces.An T3os . 0 405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48. mm) high minimum. Guardrails or ---4-- accessible route with a clear .0 �, 1TL--- 445 I I E I 304.3 Size. Turning space shall comply with 304.3.1 or 304.3.2. c E 7 x>8 - x>8 9 Pa Py other barriers shall be provided where - T I zas - I 405.4 Floor or Ground Surfaces. Floor or ground surfaces of ramp runs shall comply with 302. Changes width less than 60 inches c E X3 S the vertical clearance is less than 80 (1525 mm) shall provide m Q x>8 - - - J in level other than the running slope and cross slope are not permitted on ramp runs. 401 304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. inches (2030 mm) high. The leading s x,1 12 - E passing spaces at intervals of zos The space shall be permitted to include knee and toe clearance complying with 306. edge of such guardrail or barrier shall 12 mac / 12 max Q - II 0- be located 27 inches 685 mm) 2g 305 8 200 feet(61 m) maximum. - 405.5 Clear Width. The clear widthof a ramp run and, where handrails are provided, the clear width 304.3.2 T-Shaped Space. The turningspace shall be a T-shaped s ace within a 60 inch 1525 mm) { 3°5I x>tz Passing spaces shall be either: between handrails shall be 36 inches (915 mm) minimum. P P PaP ( maximum above the finish floor or N a space 60 inches (1525 mm) � EXCEPTION:Within employee work areas, the required clear width of ramps that area part of common square minimum with arms and base 36 inches 1915 mm) wide minimum. Each arm of the T shall be ground. L Ni minimum by 60 inches (1525 tai lcl use circulation paths shall be permitted to be decreased by work area equipment provided that the clear of obstructions 12 inches 1305 mm) minimum in each direction and the base shall be clear of EXCEPTION: Door closers and door •I I IN push side, door provided with mm) minimum; or, an pull side push side both closer and lath , decrease is essential to the function of the work being performed. obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe shstopsall hall bepermittedto be 78 Jai Ibl intersection of two walking _ _ Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and clearance complying with 306 only at the end of either the base or one arm. inches (1980 mm) minimum above Figure 307.3 Post-Mounted Protruding surfaces providing a T-shaped 42 min : 42 min 36 min 36 min c; 405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum. 60 min the finish floor or ground. Objectsspace complying with 065 I ,obs 915 915 404.2.4.4 Floor c9t%and Surface. Floor or ground surface within required maneuvering clearances I 525 304.3.2 where me base andshall comply with 302. Changes in level are not permitted. 405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run. Landings shall 304.4 Door Swing. Doors shall be permitted to 307.5x<4/3/ x<48F EXCEPTIONS: swing into turning spaces. - - - - - - Required Clear Width. Protruding arms of the T-shaped space 1220 1220 comply with 405.7. b} 1. Slopes not steeper than 1:48 shall be permitted. 60 min 60 min 60 min •305 Clear Floor or Ground Space E I € required for accessible routes. I - minimum beyond the 180 degree tum 180degreetum 2. Changes in level at thresholds complying with 404.2.5 shall be permitted. i52 1525 iszs nl 305.I General. Clear floor or ground space shall n I .E- 4 intersection. Figure 403.5.2 Clear Width at ( ep E I 9 404.2.5 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. _ 308 Reach Ranges i T m comply with 305. 24 min -0 308.1 General. Reach 1 i v R Raised thresholds and changes in level at doorwaysshall complywith 302 and 303. I J ,�A r § X 403.6 Handrails. Where handrails are provi ed along walking surfaces with running slopes not steeper landing ramp run landing ramp run c bo ranges shall comply with 30$. NiN. than 1:20 they shall comply with 505. EXCEPTION: Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge / landingE 305.2 Floor or Ground Surfaces. Floor or groun / on each side with a slope not steeper than 1:2 shall not be required to comply with 404.2.5. - surfaces of a clear floor or ground space shall comply gaze 1at least as wide as ramprun 308.2 Forward Reach. 404 Doors, Doorways, and Gates with 302. Changes in level are not permitted. 36 min 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. 404.2.6 Doors in Series and Gates in Series. The distance between two hinged or pivoted doors in EXCEPTION: Slopes not steeper than 1:48 shall be 915 EXCEPTION: Doors, coo and gates desi designed to be o rated on securi onnel shall not be series and gates in series shall be 48 inches 1220 mm minimum plus the width of doors or gates c 12 min , 12 min 308.2.1 Unobstructed. Where a Figure 307.4 Vertical Clearance g g I I p 9 2 LL r\I permitted. forward reach is unobstructed, the g required to comply with 404.2.7, 404.2.8, 404.2.9, 404.3.2 and 404.3.4 through 404.3.7. swinging into the space. Q �--.=„,- 305 ' 3 Figure 304.3.2 T-Sha d 305 high forward reach shall be 48 Children's Reach Ranges 404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates E '�- 305.3 Size. The clear floor or ground space shall be 9 Pe 9 g - -� � � 40-min � � -- 30 inches (760 mm) minimum by 48 inches (1220 Turning Space inches 11220 mm) maximum and Forward or Side High (maximum) Low (minimum) intended for user passage shall comply with 404.2. 48 min - 1220 '•-':' d 1 mm) minimum. the low forward reach shall be 15 Reach 36 in (915 mm) 20 in (510 mm) 1220 la) lb} l ' y 48 min inches {380 mm) minimum above Ages 3 and 4 40 in (1015 mm) 18 in (455 mm) 404.2.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not / straight change in direction 1220 the finish floor orground. Ages 5 through 8 44 in (1120 mm) 16 in (405 mm) be part of an accessible route. \- T \rZ/ o 305.4 Knee and Toe Clearance. Unless otherwise specified, clear I g 9 Figure 405.7 Ramp Landings floor or ground space shall be permitted to include knee and toe r - - - Ages 9 through 12 1 I_ 1 . c 404.2.2 Double-Leaf Doors and Gates.At least one of the active leaves of doorwayswith two leaves shall 405.7.1 Slope. Landings shall comply with 302. Changes in level are not permitted. c= _ ' n, clearance complying with 306. I rr II EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 1= g 20 mac , �mac comply with 404.2.3 and 404.2.4. 404.2.7 Door and Gate Hardware. la} [bl pe pe Handles, pulls, latches, locks, and 305.5435 Position. Unless otherwise specified, clear floor or ground I I o 510 514 other operable parts on doors and -- Z 1 - 1 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear 405.7.2 Width. The landing clear width shall be at least as wide as the widest ramp run leading to the - space shall be positioned for either forward or parallel approach to gates shall comply with 309.4. openings of doorways with swinging doors shall be measured between the face of the door and the landing. 48 min 1 ,--, an element. Figure 305.3 Clear Floor or Ground 1 o Operable parts of such hardware I Q g E W N - stop, with the door open 90 degrees. Openings more than 24 inches (610 mm] deep shall provide a l 305.6 Approach. One full unobstructed side of Space �iru,I In - h /I Q shall be 34 inches ($65 mm) / ,22fl �, m nb,. clear opening of 36 inches 1915 mm) minimum. There shall be no projections into the required clear 405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum. the clear floor or ground space shall adjoin an - - - - - �:: a �: * - minimum and 4$ inches (1220 mm) 17,-.i_.---.Lit,-1.-- i������ J Y ,__ _ opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear s e, accessible route or adjoin another clear floor - cr W _- __ maximum above the finish floor or 405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have a clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground 9 P g g or ground space. c I I ground.Where sliding doors are in landing 60 inches (1525 mm) minimum by 60 inches {1525 mm) minimum. _ .., tai 1bl shall not exceed 4 inches (100 mm). the fullyopenposition, operating'E o _ M $ I Figure 308.2.1 Unobstructed Pe Pe g lcl EXCEPTIONS: 1 . In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear widthREV DATE DESCRIPTION 305.7 Maneuvering Clearance.Where a clear N -,'k - -- Forward Reach hardware shall be exposed and �.._.- Figure 308.2.2 Obstructed High Forward shall be permitted for the latch side stop. Figure 404.2.6 Doors in Series and Gates in Series 405.7.5 Doorways. Where doorways are located adjacent to a ramp landing, maneuvering clearances floor ors ace is located in an alcove usable from both sides. A 01.13.zo aevri�REVIEW groundp ` 'J I 48 min Reach 2. Door closers and door stops shall be permitted to be 78 inches (1980 mm) minimum above the finish required by 404.2.4 and 404.3.2 shall be permitted to overlap the required landing area. or otherwise confined on all or part of three - 1Z20 floor or round. EXCEPTIONS: sides, additional maneuvering clearance shall 308.2.2 Obstructed High Reach.Where a high forward reach is over an obstruction, the clear floor 9 32 min 32 min 32 min 1. Existinglacks shall be fitted in a location at existing lazed doors without stiles, existing 30 mini space shall extend beneath the element for a distance not less than the required reach depth over the 0-,s I I 815 BIS Pim g g g 405.8 Handrails. Ramp runs with a rise greater than 6 inches (150 mm) shall have handrails complying be provided in accordance with 305.7.1 and P 404.2.4 Maneuvering Clearances. imaoverhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that with 505. 305.7.2. 76o obstruction. The high forward reach shall be 48 inches {1220 mm) maximum where the reach depth is Minimum maneuvering clearances at are activated only at the top or bottom rail. EXCEPTION:Within employee work areas, handrails shall not be required where ramps that are part of (a) (b) 20 inches 1510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward doors and gates shall comply with 2-Access gates in barrier walls and fences protecting pools, spas, and hat tubs shall be permitted to common use circulation paths are designed to permit the installation of handrails complying with 505. forward parallel reach shall be 44 inches (1 120 mm) maximum and the reach depth shall be 25 inches (635 mm) have o table rts of the release of latch on self iatchin devices at 54 inches 1370 mrr maximum 305.7.1 Forward Approach.Alcoves shall be 404.2.4. Maneuvering clearances Pe Pa g { 1 Ramps not subject to the exception to 405.5 shall be designed to maintain a 36 inch 1915 mm) 36 inches (915 mm)wide minimum where the Figure 305.5 Position of Clear Floor or Ground Space maximum. shall extend the full width of the above the finish floor or ground provided the self-latching devices are not also self-locking devices and minimum clear width when handrails are installed. _ depth exceeds 24 inches (610 mm). 308.3 Side Reach. doorway and the required latch side hal Ib) Id operated by means of a key, electronic opener, or integral combination lock. 308.3.1 Unobstructed.Where a clear floor or ground space allows a parallel approach to an element or hinge side clearance. Hinged door sliding door folding door r- - - -_•=-__ _...q7, Figure 404.2.3 Clear Width of Doorways 405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each - T - - and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and EXCEPTION: Entry doors to hospital g 404.2.8 Closing Speed. Door and gate closing speed shall comply with 404.2.8. side of ramp runs and at each side of ramp landings. Ao ! '14 r - , the law side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. EXCEPTIO I. Edge protection shall not be required on ramps that are not required to have handrails A 7 1 _ . I A A 70 I EXCEPTIONS: patient rooms shall not be required to provide the clearance beyond the latch side of the door, 404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from and have sides complying with 406.3. X i ',L.. J!i x 1 I.An obstruction shall be permitted between the clear floor or ground space and the element where 404.2.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances an open position of 90 degrees, the time required to move the door to a position of 12 degrees from 2. Edge protection shall not be required on the sides of ramp landings serving an adjoining ramp run • T Jcomplying with Table 404.2.4.1. (as illustrated on Figures 404.2.4.1) the latch is 5 seconds minimum. r� I - the depth of the obstruction is 10 inches (255 mm) maximum. Py g - - _ g or stairway. L_ - - J 60 min 2. Operable parts of fuel dispensers shall be permitted to be 54 inches (1370 mm) maximum measured I r - - T- 3. Edge protection shall not be required on the sides of ramp landings having a vertical drop-off of 1/2 _-- 1525 from the surface of the vehicular way where fuel dispensers are installed on existing curbs. c ! 18 min I 1 404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from me open position inch {13 mm) maximum within 10 inches (255 mm) horizontally of the minimum landing area specified 36 min E N 445 1 I of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. in 405.7. 915 Figure 305.7.2 Maneuvering Clearanceslit / I 1404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by 405.9.I Extended Floor or Ground Surface. The floor or ground surface of the ramp run or landing Figure 305.7.1 Maneuvering Clearance in in an Alcove, Parallel roach - 1 DRAWN BY: (X9� an Alcove, Forward Approach �P / \ Q • o L_ - the appropriate administrative authority. The force for pushing or pulling open a door or gate other shall extend 12 inches {305 mm) minimum beyond the inside face of a handrail complying with 505. E - L - t - - than fire doors shall be as follows: 305.7.2 Parallel Approach.Alcoves shall be 60 inches (1525 mm)wide minimum where the depth �+ r - CHECKED BY: X6F exceeds 15 inches {380 mm). * �l` • • i.., 1. interior hinged doors and gates: 5 pounds (22.2 N) maximum. -�j M hal 405.9.2 Curb or Barrier.A curb or barrier shall be provided that prevents the passage of a 4 inch (100 1 ._._ Y� Ali ARCH.PROJECT NO.: ' X _ front approach, put side 2. Sliding or folding doors: 5 pounds (22.2 N) maximum. mm) diameter sphere,where any portion of the sphere is v,�thin 4 inches (100 mm) of the finish floor 306 Knee and Toe Clearance to max 10 max , to-24 max r- - - These forces do not apply to the force required to retract latch bolts or disengage other devices that or ground surface. AIV1B 1 900 1 "® 306.1 General.Where space beneath an element is included as part of clear floor or ground space ors zss zssbro I {b) hold the door or gate in a closed position. t 2 min c front approach,push side turning space, the space shall comply with 306.Additional space shall not be prohibited beneath an (a) (IA 12 lz 404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches 1255 mm) of the - SHEET NAME: - element but shall not be considered as part of the clear floor or ground space or turning space. - - - - - - finish floor or ground measured vertically shall have a smooth surface on the push side extending the 12 min 12 min Figure 308.3.1 Unobstructed Side Figure 308.3.2 Obstructed High Side I 306.2 Toe Clearance. Reach Reach1 I full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 305 \ / 305 306.2.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) ) .E N 1/16 inch (1.6 mm) of the same plane as the other. Cavities created by added kick plates shall be X<4 ACCESSIBILITY above the finish floor orground shall be considered toe clearance and shall complywith 306.2. - PP 308.3.2 Obstructed High Reach.Where a clear floor or ground space allows a parallel approach to an I EXCEPTIONS: A- 100 DETAILS element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches lir '- 1 915306.2.2 Maximum De th. Toe clearance shall extend 25 inches 635 mm maximum under an element. 1. Sliding doors shall not be required to compy with 404.2.10.P [ ] (865 mm) maximum and the depth of the obstruction shall be 24 inches {610 mm) maximum. The high _ Figure 405.9.1 Extended Floor or Figure 405.9.2 Curti or side reach shall be 48 inches 1220 maximum for a reach de th of 10 inches maximum. Z. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge I mm) P (255mm) (Cl[c1 Ground Surface Edge Protection Barrier Edge Protection ■SHEET NUMBER: 306-2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1 170 mm) front approach,push side,door Id1 tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch {255 g floor space, the toe clearance shall extend 17 inches (430 mm) minimum under the element. maximum for a reach depth of 24 inches (610 mm) maximum. provided with both closer and latch hinge approach, put side mm) bottom smooth surface height requirement. �7 � I Figure 404.2.4.1 ManeuveringClearances at Manual Swinging Doors and Gates I' ,ii " {'I1..14T), y a 3t nth KEN MCCRACKEN, �I 505.10.2 Top Extension at Stairs.At the bop of a stair 12 min 12 corn 604 5.2 Rear Wall.The rear wall grab 9o- i E 24 rnin ms 12 min 606 lavatories and Sinks 1, : : :�o 4u,Iu 11 Nu 11i® ,,,1i,. ���� , lig° e tfle bar shall be 36 inches{915 mm) long 12 max m �� ,„:1111,111aC" l�,, �� I i �i ��, ,uN� I/11 l I 1 „„Ill I,, flight handrails shall extend horizontally abov ego 1 006.1 General. Lavatories and sinks shall comply with 606. ARCHITECT ----t L IV f54 min J I pi landing for 12 inches{305 mm} minimum beginning minimum and extend from the3� 13ro / for far1N8 d gm tl11 nocenterline of the water closet 12a r approach, r lea �...,. ,I �: ., ���� :.. ���� n�� 4 �i°^n� ���� - '"I; „ii, ° �� 11 ...f1! ��u� xll directlyabove the first riser nosing. Extensions shall 606.2 Clear Floor Space.A dear floor space compying with 305, positioneda oath I� T, + ; p y r; �I . V w II „ ! I�� �,,, 111 toe clearance complying with 306 shall be provided. 19120 SE 34TH STREET Lit '_. J 11 II No �d � , � ' VII I III IIII J WJ�I l��u l��ui �..z I �� �' W' �, - IIIIi11Ni�, Y ° I IIPI�I 111011 a III, i return to a wall, guard, or the landing surface, or shall 1 inches (305 mm) minimum on one `� 42 min _ $ _ EXCE ONSa I side and 24 inches(610 mm) 11.___ , - - transfer SUITE 115 CHAPTER 4: ACCESSIBLE ROUTES (cont.) be continuous to the handrail of an adjacent stair flight minimum on the other side. m n'' t 1.A parallel approach campying with 305 shall be permitted to a kitchen sink in a space where a cook VANCOUVER,WA 98683 405.10 Wet Conditions. Landings subject to wet conditions shall be designed to prevent the placed to one side of the ramp with the arrow sign pointing to the access aisle. 505.1 Q.3 Bottom Extension at Stairs. !2 coin Figure 505.10.1 Top and Bottom Handrail EXCEPTIONS: f I. 1 top or conventional range is not provided and to wet bars. PROJECT CO :TACTFac P£TEZON Extension at Ramps 1.The rear grab bar shall be permitted 2.A lavatory in a toilet room or bathing facility for a single occupant accessed only through a private PHONE:360.980.e258 406 Curb Ramps of water. The arrow sign shall be reversed to point correctly down towards the access aisle At the bottom of a Stall flight, 305 \ Figure 604.5.1 Side Wall Figure 604.5.2 Rear Wall Grab office and not for common use or public use shall not be required to provide knee and toe clearance EMAIL EPEibi6ONOPAADGiNC.COM in this circumstance, handrails shall extend at the slope of X tD be 24 inches{610 mm] long Grab Bar at Water Closets Bar at Water Closets complying with 306. 406 Curb minimum, centered on the water 406.I General. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, and Sian Mounting the stair flight for a horizontal distance 405.10. Post-mounted signs shall be installed with a vertical clearance of 7' (-3")between the at least equal to one tread depth X closet 3. Residential requirements not included. bottom of the sign to the ground line. If more than one sign is required for an accessible beyond the last riser nosing. Extension where wall space does not permit a length of 36 indies(915 mm) minimum due to the location of a 4.A knee clearance of 24 inches(610 mm) minimum above the finish floor or ground shall be recessed fixture adjacent to the water closet permitted at lavatories and sinks used primarily try Children 6 through 12 years where the rim or 406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the parking space, all signs shall be mounted on a single post except for the "ACCESS shall return to a wall, guard, or the AiSLE NO PARKING"and Arrow signs.When signs are mounted on buildings or piers, landing surface, or shall be2.Where an administrative authority requires flush controls for flush valves to be located in a position counter surface is 31 inches(785 mm) maximum above the finish floor or ground. curb ramp shall not be steeper than 1:20.The adjacent surfaces at transitions at curb ramps to walks, a vertical clearance of 5'minimum shall be maintained between the bottom of the sign gutters,and streets shall be at the same level. and the floor of the parking space. The sign(s) shall be laterally placed as shown in continuous to the handrail of an1m114 that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split 5.A parallel approach complying with 305 shall be permitted lavatories and sinks used primarily by Figures 1 and 2. adjacent stair flight nwoeX-trreddeplh or shifted do the open side of the toilet area. children 5 years and younger. KEN MCCR ,CKEN,ARCHITECT 406.3 Sides of Curb Ramps.Where adjoining surface madmurn g y Figure 505.10.2 Top Handrail Figure 505.10.3 Bottum Handrail 604.6 Flush Controls. Flush comas shall be hand operated or automatic. Hand operated flush controls 6.The dip of the overflow shall not be considered in determining knee and toe clearances. SEAL: slope Posts and hardware used to mount signs on the state highway right-of-way shall be shall comply with 309. Flush controls shall be located on the open side of the water closet except in 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance provided, curb ramp flares shall not be 20 orb P according to standard drawings and standard specifications for construction. Extension at Stairs Extension at Stairs -\�C� D Q n// ambulatory accessible compartments complying with 604.8.2. complying with 306. ` � A I(, Steeper than 1:10. ii Posts and hardware used to mount signs on public right-of-way other than state highways may have different requirements. Posts and hardware used to mount signs CHAPTER 6: PLUMBING ELEMENTS & FACILITIES 406.4 Landings. Landings shall be 604.7 Dispensers.Toilet paper dispensers shall comply f' 606.3 Height. Lavatories and sinks shall be installed with the front of the higher of the rim or counter \ on private right-of-way are at the discretion of the owner. It is advisable to contact anC7 KENNETH J. the sof curb ram Adjacent to Curb Ram engineer for an analysis of post and mounting hardware if in doubt. 001 General with 309.4 and shall be 7 inches(180 mm) minimum %�i surface 34 inches(865 mm) maximum above the finish floor or ground. MCCRACKEN provided at top Ps Figure 406.2 Counter Slope of Surfaces Adjace Ramps and 9 inches (230 mm) maximum in front of the water % E DCCEPTIONS: The landing dear length shall be 36 601.1 Scope.The provisions of Chapter 6 shall appy where required by Chapter 2 or where referenced Indies(915 mm) minimum.fie tired s 1:10"'a` MINIMUM STANDARD by a requirement in this document. closet measured to the centerline of the dispenser.The as - I.A lavatory in a toilet or bathing facility for a single occupant accessed only through a private office landing dear width shall be at least as / outlet of the dispenser shall be 15 inches{380 mm} W and not for common use or public use shall not be required to comply with 606.3. , WA DOUBLE-ACCESSIBLE PARKING SPACE minimum and 48 inches(1220 mm) maximum above 1 License#5599 �, wide as the curb ramp, excluding (ONE VAN-ACCESSIBLE DESIGNATION REQUIRED) 602 Drinking Fountains the finish floor and shall not be located behind grab 606.4 Faucets. Controls for faucets shall comply with 309. Hand operated metering faucets shall ���� flared sides, leading to the landing. 602.1 General. fountains shall corn with 307 and 602. 7-9 remain for 10 seconds minimum. EXCEPTION: In alterations,where there Drinking Py bars. Dispensers shall not be of a type that controls leaz3a of curb ram :°a I `1 delivery or that does not allow continuous paper flow. Fi ure 004.7 Dis Outlet Location 07is ria landing at the top ps, € PAPoIINS rr „u3[F ,�,, g Pte+ 606.5 Exposed Pipes and Surfaces.Water su and drain i under lavatories and sinks shall beSIGN rale" OR SIGN602.2 Clear Fkaar Space. Units shall have a clear floor Or ground space complying with 305 positioned PPy Pcurb ramp flares shall be provided and R7-& OR7-9NoNo era 9 O /� /�O shall not be steeper than 1:12. Figure 406.3 Sides of Curb Ramps RKIRf,1711K PARKINS for a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be 604.8 Toilet Compartments.Wheelchair accessible toilet compartments shall meet the requirements of insulated or otherwise configured to protect against contact.There shall be no sharp or abrasive 406.5 Location. Curb ramps and the flare 36 min I T5„" 517" provided. 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture shall comply with surfaces under lavatories and sinks. least ®R7-8a OR7-4a f&I sides of curb ramps shall be located so that 415 T. EXCEPTION:A parallel approach complying with 305 shall be permitted at units for children's use where 603.Ambulatory accessible compartmerrts shall comply with 604.8.2 and 604.8.3. 609 Grab Bars they do not project into vehicular traffic - - Y''' the spout is 30 inches(760 mm) maximum above the finish floor or ground and is 3 1/2 inches(90 mm) .a 609.1 General. Grab bars in toilet facilities and 100-120 lanes, parking spaces, or parking access / perimeter � °«�5�g�RouTl maximum from the front edge of the unit including bumpers. 604.8.1 Wheelchair Accessible Compartments.Wheelchair accessible compartments shall comply with bathing facilities shall campy with 609. / \ aisles. Curb ramps at marked crossings shall �a�a� � °I 604.8.1 / \ CONSULTANT: be wholly contained within the markings, / \ \ I 602.3 Operable Parts. Operable parts shall comply with 309. 604.8.1.1 Size.Wheelchair accessible compartmerhts shall be 60 inches{1525 mm)wide minimum 609.2 Cross Section. Grab bars shall have a FaiIED(`Z __-- 2�, 1=Z- 1-z-1 ° tD the side and 56 inches minimum fiat wall �ss �comping with 609.2.1 or exdudmg any flared sides. / wall, `� r�__� 010 measured perpendicular (1420mm) deep hung \ .--� a, wheel stop 36'Typ. / 602.4 Spout Height. Spout outlets shall be 36 inches(915 mm) maximum above the finish floor or water closets and 59 inches{1500 mm)deep minimum for floor mounted water closets measured 609.2.2. 406.6 Diagonal Curb Ramps. Diagonal or ? , \ `ryp' t •Curb ramp 43 ground• perpendicular tx}the rear wail.Wheeltthair accessible compartments for children's use shall be 6Q 609.2.1 Circular Cross Section. Grab bars with comer type curb ramps with returned Fi ure 406.4 Landin at the To of Curb Rampsshall extend Into 36 l curbs or other well-defined edges shall g P p white,.: the access a 51e1 inches(1525 mm)wide minimum measured perpendicular to the side wall,and 59 inches{1500 mm) g a wide Imes Anyle orien[anan circular crass sections shall have an auCSi e IS 2' for field layou[ 602.5 Spout Location.fie spout shall be located 15 inches (380 mm) minimum from the vertical support deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear diameter Of 1 1/4 inches 132 mm) minimum hal Ib) have the 2'Tia I Access- aisle A. tel) and 2 inches (51 mm) maximum. edges parallel to the direction of pedestrian flow.The bottom of diagonal curb ramps shall have a dear , and 5 inches(125 mm) maximum from the front edge of the unit, induding bumpers. r} .• l _ 1 I. I space 48 inches(1220 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps LL 0 re, provided at marked crossings shall provide the 48 inches(1220 mm) minimum clear space within the A H" 5 max 15 min 0 II 609.2.2 Non-Circular Cross Section. Grab bars Figure 609.2.2 Grab Bar Nan Circular Cross Section 0 9 O E 1 0" with non-circular cross sections shall have a markings. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) /- 6`Pavement markings 125 3t30 l G.long minimum located on each side of the curb ramp and within the marked crossing. °"d' $e r'9- 602.6 Water Flow.The spout shall provide a flow of water 4 inches(100 cross-section dimension of 2 inches(51 mm G 7 fm deuils ) mm) high minimum and shall be located 5 inches 1125 mm) maximum 4 m maximum and a perimeter dimension of 4 's -•-9'Mir, -B'Min -9 Min -� from the front of the unit.The angle of the water stream shall be measured 173_,, - 406.7 Islands. Raised islands in crossings shall be 24 min outactahle warm surfacer ed -� inches 1100 mm) minimum and 4.8 inches{120 if cath rawp is lautetl within public horizontally relative to the front face of the unit.Where spouts are located 1 IR , cut through level with the Street or have curb I �'1 Figure 2 right-of-way radlll5 g less than 3 indles(75 mm) of the front of the unit the angle of the wager mm) maximum. N $ c 1'/min r� ramps at both sides. Each curb ramp shall have a c 13 si I �'r''aDC stream shall be 30 degrees maximum.Where spouts are located between 3 60 min bo min I �' 609.3 Spacing.The space between the wall and 34 level area 48 inches(1220 mm) long minimum 4t3 min inches(75 mm)and 5 inches(125 mm) maximum from the front of the Figure 002.5 Drinking laj� (b�' the grab bar shall be 1 I/2 inches 138 mm).The i try 36 inches(915 mm)wide minimum at the - 504.4 Tread Surface. Stair treads shall compy with 302. i unit,the angle of the water stream shall be 15 degrees maximum Fauihtain Spout Location ad" • I space between the grab bar and projecting (a) (b1 a lb} ects bek�nr and at the ends shall be 1 1/Z 0biear rid top of the curb ramp in the part of the island ` 24 min Changes in level are not permitted. 1 ) iI lull..w...6Cd by the crossings. Each 48 inch (1220 , 1 EXCEPTION:Treads shall be permitted to have a slope not radius°r '�� angled 602.7 Dfinkin Fountains fcx Standin Persons. S autJets of drinkin fourrtains for standin ns Fi Figure 604.8.1.1 Size of Wheelchair Figure 604.8.1.2 Size of Wheelchair objects mm) minimum by 36 inch (915 mm) minimum steeper than 1:48. (typical for all profiles) g (965mm) g P g g Perm g inches(38 mm) minimum.The space between the shall be 38 inches minimum and 43 inches{1090 mm) maximum above the finish floor or Accessible Toilet Compartment Accessible Toilet Compartment Figure 609.3 Spacing of Grab Bars AIOIR area shall be oriented so that the 48 inch 11220 t y=malt 1=rz max grab bar and projecting objects above shall be 12 3-jt __ 31 ground. 604.8.1.2 Doors.Toilet compartment doors, induding door hardware, shall comply with 404 except inches(305 mm) minimum. mm} minimum length is in the direction of the 504.5 Nosings.The radius of curvature at the leading that if thea approach is to the latch side of the compartment door, clearance between the door side ofOUrIGNG runningslopeof the curb rampit serves.The 48 edge of the tread shall be 1/2 inch (13 mm) maximum. 603 Toilet and Bathin Roams PPr EXCEPTION:The space between the grab bars and shower controls, shower fittings, and other grab fl g g the compartment and a abstraction shall be 4Z inches 1065 mm] minimum. Doors shall be to ated inch (1220 mm) minimum by 36 inch (915 mm) ti Nosings that project beyond risers shall have the 603.1 General.Toilet and bathing roams shall mmpy with 603. ( bars above shall be permimed to be 1 1/2 inches 138 mm) minimum. minimum areas and the accessible route shall be Figure 406.6 Diagonal or Comer Type Curb lc) Id) in the front partition or in the side wall or partition farthest from the water closet Where located in the underside of the leading edge curved a beveled. Risers curved nosing beveled nosing front partition, the door opening shall be 4 inches 100 mm maximum from the side wall or partition fitted overlap. Ramps 36 min shall be fitted to rata under the tread at an angle of g { ) perm perm pe 9 603.2 Clearances. Clearances shall comply with 603.2. 11(il 14fifir- 0 i / 415 ) 30 degrees maximum from vertical.The permitted farthest from the water closet.Where located in the side wall or partition,the door opening shall be 4 609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches( mm • Figure 504.5 Stair Nosings inches 100 mm maximum from the front partition.The door shall be self-dosing.A door II minimum and 36 inches(915 mm) maximum above the finish floor measured to the tap of the gripping projection of the nosing shall extend I 1/Z inches (38 g g 003.2.I Turning Space.Turning space compying with 304 shall be provided within the room. ( ] mm) maximum over the tread below. complying with 404.2.7 shall be placed on both sides of the door near the latch.Toilet compartment surface, except that at water closets for children's use complying with 604.9, grab bars shall be installed 603.2.2 Overlap. Required clear floor spaces, clearance at factures, and turning space shall be permitted doors shall not swing into the minimum required compartment area. in a horizontalrir eposition a1t88re top s(455tegripping minimum surface.and 27 height inches (685 the low mm) grab bar on abovemaximum back the 48 min 504.6 Handrails. Stairs shall have handrails complying with 505. to overlap. wall of a bathtub shall campy with 607.4.1.1 or 607.4.2.1. 1 604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand approach to the I I 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the 603.2.3 Door Swing. Doors shall not swim into the clear floor space or dearance required for a water closet. accumulation of water. g609.5 Surface Hazards.Grab bars and any wall or other surfaces adjacent to grab bars shall be free of ficture. Doors shall be permitted to swing into the required turning space. shall have rounded ed EXCEPTIONS: 604.8.1.4 Toe Clearance.The front partition and at least one side partition shall provide a toe clearance sharpor abrasive elements andedges. 505 Handrails609.6 Fittings. Grab bars shall not rotate within their fittings. 1. Doors to a toilet room or bathing room fora single occupant accessed only through a private office of 9 inches (230 mm) minimum above the finish floor and 6 inches(150 mm) deep minimum beyond 609:71 09.7 InsCallation. Grab bars Shall be installed in any manner that provides a gripping surface at the 505.1 General. Handrails provided along walking surfaces complying with 403, required at ramps and not for common use or public use shall be permitted to swing into the dear floor space or the compartmentside face of the partition, exclusive of partition support members• Compartments far specified locations and that does not abstract the required clear floor space. . . / \ complying with 405,and required at Stairs compying with 504 shall campy with 505. children's use shall ovide a toe clearance of 12 inches 305 mm minimum above the finish floor. 1a1 Ibl clearance provided the swing of the door can be reversed to campy with 003.2.3. ( ) cut through at island curb ramp at island 505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps. 2.Where the toilet room or bathing room is for individual use and a clear floor space complying with EXCEPTION:Toe clearance at the front partition is not required in a compartment greater than 62 305.3 is provided within the room beyond the arc of the door swing, doors shall be perrrritted to swing inches 11575 mm] deep with await-hung water closet of 65 Indies (1650 mm) deep with a �•8 Structural Strength.Allowable stresses shall not be exceeded for materials used when a vertical or Figure 406.7 Islands in Crossings EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a floor-mounted water closet.Toe clearance at the side partition is not required in a compartment greater horizontal force of 250 pounds(I 112 N) is applied at any point on the grab bar, fastener, mounting handrail is provided at either side or within the aisle width. into the dear floor space or clearance required for any fixture. of device,or supporting structure. CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS than 66 inches (1675 mm)wide.Toe clearance at the front partition is not required in a compartment OREGON TRANSPORTATION COIVIMISSION 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. 603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge for children's use that is greater than 65 inches (1650 mm) deep. Standards for Accessible Parking Places Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. the reflecting surface 40 inches(1015 mm) maximum above the finish floor or ground. Mirrors not partition partition CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES August 2018 EXCEPTION: In assembly areas, handrails on rampsshall not be required t o be continuous in aisles located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface , 701 General UC____4. - M g35 inches(890 mm) maximum above the finish floor or ground. I ("j serving seating. 6 Smoin 16,�in I 701.1 Scope.The provisions of Chapter 7 shall appy where required by Chapter 2 or where I [.cd In accordance with Oregon Revise Statute (ORS)447.233,the Oregon Transportation 505.4 Height.Top of gripping surfaces of handrails Commission(OTC)adopted standards for accessible person parking places,which took m # 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in I by a requirement in this document. shall be 34 inches(865 mm) minimum and 38 inches lin co 702 Fire Alarm Systems effect on January 22, 1992. All new construction or re-striping of accessible parking 308. Shelves shall be located 40 inches 11015 mm) minimum and 48 inches (!220 mm) maximum I spaces and access aisles is required to meet now minimum standards. (965 mm) maximum vertically above Walking m m 702.1 General. Fire alarm systems shall have permanently installed audible and visible alarms complying surfaces, stair nosings, and ramp surfaces. Handrails "' above the finish floor. 9• z min 6 min 12 min with NFPA 72 (1999 or 2002 edition) !incorporated by reference, see"Referenced Standards"in The layouts, signing, and pavement marking standards for accessible parking places shall be at a consistent height above walking4 I ' _ 156 Chapter 1), except that the maximum allowable sound level of audible notification appliances r� �_ presented in this document have been adapted from and shall comply with the listed 604 Water Closets and TaleC Compartments V complying with section 4-3.Z.1 of NFPA 72 (1999 edition}shall have a sound level ria mare than 110 /� ' 'referenced standards" shown on page 5. Further information and requirements for Surfaces, stair nosings,and ramp surfaces. la) (b) hk �� y �i accessible design can be found in the"referenced standards'. stairs ramps walking surfaces 6 min dB at the minimum hearing distance from the audible appliance. In addition, alalm5 In guest rooms " o 505.5 Clearance. Clearance between handrail gripping Figure 505.4 Handrail Height 604.1 General.Water closets and toilet compartments shall �� I �� Iso campy with 604.2 through 604.8. 1 1 required to provide communication features shall campy with sections 4-3 and 4-4 of NFPA 72 (1999 Parking Lot Layout surfaces and adjacent surfaces shall be I 1/2 inches(38 mm) 1'/2 min EXCEPTION:Water closets and toilet compartments for children's (a) (b) (c) edition)or sections 7.4 and 7.5 of NFPA 72 (2002 edition). 4 An accessible parking space shall be at least 9'wide with an adjacent access aisle at minimum. 38 use shall be permitted to comply with 604.9. elevation elevation plan EXCEPTION: Fire alarm systems in medical care facilities shall be permitted to be provided in accordance least 6'wide. The access aisle shall be at least 8'wide for an accessible parking space 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous adult children with industry practice. O designated as"van-accessible"or reserved for wheelchair users only. Example layouts 16 1$ 17-19 II are shown in Figures 1 through 5. along their length and shall not be obstructed along their tops or sides. 604.2 Location.fie water doset shall be positioned with a wall 4054x5 4 Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance 703 Signs W n The bottoms of handrail gripping surfaces shall not be obstructed for or partition to the rear and to one side.The centerline of the 604.8.1.5 Grab Bars. Grab bars shall campy with 009.A side-wall grab bar complying with 604.5.1 shall 703.1 General. Signs shall campy with 703.Where bath visual and tactile characters are required, Ip r The access aisle must be located on the passenger side of the parking space(Figure 1) more than ZO percent of their length.Where provided, horizontal Figure 505.5 Handrail Clearance water closet shall be 16 inches(405 mm) minimum to 18 inches la] (b) _ except that two adjacent accessible parking spaces may share a common access aisle prof ions shall occur 1 1/2 inches (38 mm) minimum below the c (455 mm) ma�amum from the side wall or partition,except that wheelchair ambulatory toe provided and shall be located on the wall closest to the water closet. In addition,a rear-i all grab bar either one sign with both visual and tactile characters, or two separate signs, one with visual,and one • ...__.-• (Figures 2,3,and 5). bottom of the handrail gripping surface. E � the water closet shall be 17 inches (430 mm) minimum and 19 accessible accessible water complying with 604.5.2 shall be provided. with tactile characters, shall be provided. � P Refer to Chapter 11 of the Oregon Structural Specialty Code to calculate the required EXCEPTIONS: \ inches (485 mm) maximum from the side wall or partition in the water closets closets with 703.2 and shall be duplicated In braille number of accessible parking spaces and for other requirements. 1,Where handrails are provided along welkin surfaces with slopes ambulatoryaccessible toilet compartment specified in 604.8.2. 604.8.2 Ambulatory Accessible Compartments.Ambulatory accessible compartments shall comply with 703.2 Raised Characters. Raised characters shall campy p P 9 9 Pes _ Pa P� Figure 604.2 Water Closet Location complying with 703.3. Raised characters shall be installed in accordance with 703.4. REV DATE DESCRIPTION 604.8.2. PM 9 not steeper than I:20,the bottoms of handrail gripping surfaces shall Figure 505.6 Horizontal Pro Pavement closets shall be arranged for a left-hand or right-hand Markings be permitted to be obstructed along their entire length where they are Below Gripping in Surface approach. 703.2.l Depth. Raised characters shall be 1/32 inch (0.8 mm)minimum above their background. 0 , 01.1320 ' newREVS lr Details of pavement markings are shown in Figures 1 through 5. Each accessible integral to crash rails or bumper guards. PP g 604.8.2.l Size.Ambulatory accessible compartments shall have a depth of 60 inches{1525 mm) parking space shall have a pavement marking stencil as shown in Figure 6. Pavement 2.The distance between horizontal projections and the bottom of the gripping surface shall be 604.3 Clearance. Clearances around water closets and in toilet compartments shall campy with 604.3. minimum and a width of 35 inches(890 mm) minimum and 37 inches 1940 mm} maximum. 703.2.2 Case. Characters shall be uppercase. gg E markings and stencils are required to be white and should be retroreflective. The use of permitted to be reduced 1/8 inch (3.2 mm)for each 1/2 inch 13 mm)of additional handrail +' 1 blue curb and blue background on pavement marking stencils is optional. ( 604.3.1 Size. Clearance around a water closet shall be 60 inches l - - �_ perimeter dimension that exceeds 4 inches(100 mm). 604.8.2.2 Doors.Toilet compartment doors, including door 703.2,3 Style. Characters shall be sans Serif. Characters shall not be italic, oblique, script~ highy The symbol for thepavement marking stencil is the international symbol of access as . PI (1525 mm) minimum measured perpendicular from the side I 0 hardware, Shall campy with 404, except that if the approach is to y Handrailgrippingsurfaces shall have a cross section complying with 505.7.1 or wall and 56 inches 11420 minimum measured . decorative, or of other unusual forms. shown in the Standard Hiahwav Skins bookpublished by the Federal Highway 505.7 Cross Section. PM 9 mm) E I the larch side of the compartment door, clearance between the C Administration(FHWA). 505.7.2. perpendicular from the rear wall. .0 - I door side Of the mmparttnent and any obstruction shall be 4Z •� 703.2.4 Character Proportions. Characters shall be selected from fonts where the width Of the uppercase surfaces 1 Circular Cross Section. Handrail gripping 4 r inches(1065 mm) minimum.The door shall be self-closing.A door O - Pavement marking stencil is available in two different sizes: «lam .D letter O"is 55 percent minimum and 110 percent maximum of the height of the uppercase letter"I". surfaces with a circular cross section shall have an 604.3.2 Overlap.The required clearance around the water closet pull complying with 404.2.7 shall be placed on both sides of the ▪ Minimum-Used for facilities not on the state highway right-of-way. outside diameter of 1 1/4 inches(32 mm) minimum shall be permitted to overlap the water closet associated grab - 60 min door near the latch.Toilet compartment doors shall not swing into • 703.2.5 Character Height. Character height measured vertically from the baseline of the character shall and 2 intoes(51 mm) maximum. bars, dispensers, sanitary napkin disposal units, coat hooks, 1525 the minimum required compartment area. - be 5/8 inch (16 mm) minimum and 2 inches(51 mm) maximum based on the height of the uppercase • Standard-.Used for facilities on the state highway right-of-way. 4110ri shelves, accessible raLlteS, dear floor space and clearances 505.7.2 Non-Circular Cross Sections. Handrail gripping required at other fixtures, and the turning space. No other fixtures Figure 604.3.I Size of 35"37 letter"1". Each access aisle shall have a"No Parking"pavement marking legend as shown in Clearance at Water Closets 604.8.2.3 Grab Bars. Grab bars shall comply with 609.A side oval! 890940 C EXCEPTION:Where separate raised and visual characters with the same information are provided, raised Figure 7.The"No Parking"pavement legend shall be either white or yellow(far added surfaces with anon-cirnrlar cross section shall have a or obstructions shall be located within the required water closet bar complying with 604.5.1 shall be provided on both sides l= contrast)and should be retroreflective. perimeter dimension of 4 inches(100 mm) minimum lel IN clearance. grabp� gN character height shall be permitted to be 12 inch (13 mm) minimum. _ and 6 1/4 inches(160 mm) maximum, and a 604.4 Seats.fie seat height of a water closet above the finish floor shall be 17 inches(430 mm) of the compartment 1 a� _ Sian Design minimum and 19 inches(485 mm) maximum measured to the top of the seat. Seats shall not be � F2ARY1 df�anoe lxtween aoa 1l ice betwee as maxim cross-section dimension of 2 1/4 inches (57 mm) Figure 505.7.2 Handrail Non-Circular Cross Section 604.8.3 Coat Hooks and Shelves. Coat hooks shall be located _ raille . Each accessible parking space shall have the appropriate sign(s)as required below. All maximum. sprung to return to a lifted position. rlthesarleaeN l eB signs are required to be retroreflective. EXCEPTIONS: Within one of the reach ranges specified in 308. Shelves shall be l • 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or 1.A water closet in a toilet roam fora single occupant accessed only through a private office and not located 40 inches(1015 mm) minimum and 48 inches(1220 mm) Figure 604.8.2 Ambulatory dtuaIn ne benaeen doe 0 • 0 There are five different signs that are used for accessible parking spaces: maximum above the finish floor. Accessible Toilet Compartment Mme O O O O O O DRAWN BY: CDS abrasive elements and shall have rounded edges. for common use or public use shall not be required to comply with 604.4. II�� sPFxe • Sian No. R7-8(Figure 71-This is the standard sign used to designate accessible 13%min 13%min b cleianceberwee,.. ,doe ` 0� parking spaces. All accessible parking spaces shall have this sign. The symbol 505.9 Fittings. Handrails shall riot rotate within their fittings. 604.5 Grab Bars. Grab bars for water closets shall compy with 609. Grab bars shall be provided on the 605 Urinals tram one« tdot CHECKED BY: )OAE 3+s -r / 3!s 0 0 0 •O raised dot for this sign is the international symbol of access as shown in the Standard gside wall closest to the water closet and on the rear wall. dlarne�r ©• o O • O ARCH. PROJECT NO.: Hiahwav Signs book published by the FHWA. 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of EXCEPTIONS: 605.1 General. Urinals shall comply with 605. �' • o 0 of ori "D1 °°` e n A it flights and ram runs in accordance with 505.10. I.Grab bars shall not be required m be installed in a toilet roam for a single occupant accessed any 17 macLi- Figure 703.2.5 Height of Raised /�I V I B 1 90® 1 . • Sian No. R7-8P' (Figure 8) -The "VAN ACCESSIBLE" sign is used with R7-8 g P 605.2 Height and Depth. Urinals Shall be the stall-type or the 43o Characters sign to designate those accessible parking spaces that have a minimum 8'wide EXCEPTIONS: through a private office and not for common use or public use provided that reinforcement has been wall•hung type with the rim 17 inches 1430 mm) maximum Figure 703.3.1 Braille Measurement SHEET NAME: access aisle. Any vehicle with a DMV disabled permit can use van-accessible 1• Extensions shall not be required for continuous handrails at the inside tum of switchback or dogleg installed in walls and located 50 a5 t0 permit the installation of grab bars complying with 004.5. above the finish floor or ground. Urinals shall be 13 1/2 inches spaces. stairs and ramps. 1345 mm] deep minimum measured from the outer face of the lel Ib) 703.2.0 Stroke Thickness. Stroke thickness of the uppercase letter"I"shall be 15 percent maximum of • Sign No. OR7-8c2 (Figure 9) -The "WHEELCHAIR USER ONLY" sign is used 2. in assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where 3. In detention or correction facilities, grab bars Shall not be required to be Installed in housing ar urinal rim to the back of the fixture. hung type the heightCharacter.stall type of the ACCESSIBI LILY with R7-8 and R7-8P signs to designate those accessible parking spaces thatholding cells that are specially designed without protrusions for purposes of suicide prevention. the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. Figure 605.2 Height and Depth of Urinals DETAILS e t I �, have a minimum 8'wide access aisle and are reserved for wheelchair users only. /ll L.� Only those vehicles with a DMV disabled permit displaying a 'Wheelchair User" 3. In alterations,full extensions of handrails shall not be required where such extensions would be 604.5.1 Side Wall.The side wall grab bar shall be 42 inches(1065 mm) long minimum, located 12 605.3 Clear Floor Space.A clear floor or ground space complying with 305 positioned for forward placard or decal can use these parking spaces. hazardous due to plan configuration. approach shall be provided. inches(305 mm) maximum from the rear wall and extending 54 inches(1370 mm) minimum from the PPnP SHEEi NUMBER. • Sian No.OR7-9 fFioure 11)-The"ACCESS AISLE NO PARKING"sign is rear wall. ANSI Al 17.1 604.5.1 requires an additional vertical grab bar 18 inches(455 mm) minimum installed in areas where the"No Parking"pavement marking stencil may not be 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the in length shall be mounted with the bottom of the bar located 39 inches (990 mm} minimum and 41 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush formols visible regularly due to snow or sand. landingfor 12 inches 305 mm) minimum nd the and bottom of runs. Extensions shall shall complywith 309. ,Ilii ', ,-ti, oldllll 111 { top ramp inches 11040 mm) maximum above the floor, and with the center line of thhe bar located 39 inches II Sian No. OR7-9a (Fiaure 11) - The arrow sign is only used with 0R7-9 sign return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent (990 mm) minimum and 41 inches(1040 mm) maximum from the rear wall. �,: Ii, Ills '� ® +11T([L .�i(� • when placement of the OR7-9 cannot be placed at the back of the accessible ramp Run. route directly in view of entire access aisle. In this case sign OR7-9 can be 111 � l r � KEN � \ � CRACKEN � w� ~�� m � �� "II 12 xz'[.� �, /�, L., l/�, � "�-|��`��-. r: I 2 f•� j� �������e � ,w1U��� � � �����s *�am CHAPTER �: SPECIALROOMS, SPACES AND ELEMENTS CHAPTER 9: BUILT-IN ELEMENTS ARCHITECT y - - - �am�m�'•i j i .��mm� - ' � 7 -�| - � ~ � � ° � ��M "� � � �Tr� � � �`�'� `'���? ��| �/���� ] �� �� � � � � � � ��T �|�V �� �U� �� ��� � :�' � ` � ��' � � `� � � �� � � � }� f �� �� � �~ '�� ��z*� ' / 801 General 901 General 9O|.\ Scope. T�eprovdoroof�hap�r9sha||app�vvhencncquip�dbv[haphc 2orvvhererch�n�nccd l9lZ0SE54THST�EET CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES (cont.) 801.1 Scope.The provisions ofChapter 8shall apply vhererequired byChapter 2orwhere bvarequirement inthis document. SUITE 115• referenced byarequirement inthis document. VANCOUVER,WA98683 70327Chanac�rSpadng [haracozspa�ngshaUbemeasured be�veenthe�voc|ose�point of 703.6pi�oQnams. pic�gnymsshaUcomP�»«ith7836. � 9O2 [�ningSu�acezand VWoMkIuda�s rm���com����emcspe�msnm 8��'centraised CMara�c� �within arne�ag�� ��|UdingvvOrdspaces.\�here characters have 7O� 6l PictogramPictograms�h8Uhav�a��|� h8ight0f6 l� � 80� �n3��iOg' Fi�ing. �ndU}C��RO0n0� 9OZ.| General. Dining and»«o�su�accssha|U (onnPp/»�dh9OZ.] and 9023.{��lp�vv�� E���pHows�61Y80�2S8 [O� n���ngu|a,cna�secdon� spa�ngb�mxesnindk�dua| raised cha:a�e�shaUbel/Oinch (� Zmm) 703.6.1 Field. �� ~~ �dn� and |oc��nooms��aUcomp�v��h �O3 ---T- - ng------- -'--- - - - -- useshall - permitted - -- - inches (|S8minimum. and - be �� 803.1General. Dressing, ' � nninirnumand 4drnrsthe raised character s�nkev�dthn�axmum. \�henpchanac�ohave other on� mm) Characters braillenot902.4. sections, spacing between indMdual raised characters shall be |/|6inch (| 6mm) minimum and 4 located in the pictogram field. 803.2Turningspaccoomp��ng»�dl304xha|| be within�len�>m� Floor902.2 Clear complying/\d��rsp�cc �O5posibonc� f�wvard K����J nmm Space. ' �mes��cna|s�� chanactersb�kewNdU7m��mumat�heb��ec���ccnzs sections, and 1/8 inch MEN/ Turning or ---- ---� �--- floor -- with- - positioned fora - - nnmn) rn|n|rnumand4drnesthe,aisedchanac�'rs�okcv�dthma�mu~~ td7etnpofthecross ' -sections. 703.6.2 Finish and [»n�a�. �cVoQramsand their field shall have a :~., / fied pictogram 8O3] Door S�ng [ox��shall not sv�ngin�'the room unless a clear floor or ground space approach shall bePno/dcd Knee and toe deanonceoomPl�ng»vhh306shaUbePnmided. Characters shall bcsepona�d�om raised borders and dccona��element 3/8 inch 19,5 mm) non��|arefinish Pictograms shall con�astv�ththeir field v�dl either complying- vvi��3�5 ] ispro�de� beyond theoncuf��eUoors»«ng� 90Z 3 Height. Thetops��diningsud�o�an�wx��su��cesshaU �e28|nc�cs (710 MM) minimum minimum. a |ightpic��gnsmonadarkfi�lUor� dorkpic8ognunnona |igh1fie|d - � � Figure 703.6.1 Pictogram Field and 34 inches (865 mm) maximum above the finish floor or ground �E� �W[ZR/V�KE[�'ARCHITECT 803.4Benches./\bench compkingv�ch903shall bcpn�'idedv�d7inthe noonn. 9OZ � Dining�u�ac��and\�brk�ur�cesfor�hi|dncn'�Us��/�c��oib|�diningmu��c�mndvvork 00����^ 7U].Z.8UneSpacing. Spacing b�m*enthe baselines ofscpano�/ lines ofraised chamc�ov�thina 70363T���e�hpuzo� picoognymm��h�Uhave���dc�cip$o�|�oa��d dirc����ow/dncpiczognarn su-ccs�brchi|dn�n'�uoeshoUcomp�v��h90Z4 nncssageshall bc |35percent rnmirnumand l70percent max|rnumVfthe raised chenac�r height. field. l�� d�ych�Vo�sha|\connp|yvvi�h7O3Z. 70� ]and703�4� 8O3�5 [oe1Hooksond�he�es� [oa�h«nkspnm/i�cdv�d7inthcnoom »ha|| be |�caVedv�dlin»neof '~'-p�(��� [�ningxur�ce«andvvorksu��c��' ' are used primarily by children 5 years and younger the reach ranges specified in308. Shelves shall bc40inches (l0|5mm) minimum and 48 inches ` u n /T 7O3.3Braille. Braille shall becontracted (Grade 2) and shall comply with 703.3and 703.4. shyUnot berequired tonomp�with 90Z4where a dearfloor orground space conpl�ngv�th305 703.7S' nbo|sof/ccess|�|hv. Synbo|»qfaccessibi|ityshaUcomp�vidh7037 (1220 ground. positioned for aparallel approach isprovided. ' ``~_a KENNETH J. 703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall C--)703�7 | Finish and [nntn�t. �nbo|sofaccessibility and their background shall have anon-glare finish. comp�with Table 7O3.3.l. The |ndicadonofanuppercase |e�cror |c�c�shall »n�beused before 902.4.1 Clear Floor or Ground Space / duarfloor space conpKngwith 3O5pooi�oned�r forward �CCRACKEN --+ Symbols of accessibility shall contrast with their background with either a light symbol on a dark the first word ofsentences, proper nouns and names, individual letters nfthe alphabet, initials, and apr'_` hshaUbepnowdedKnee an~toe clearance nompl�ngwith 306shall bwpnov|dcd' except that background or rk� nbo|ona |ightbackoround� 804 | G�ne�| �tchcns�ndW�henet�s»h� cump�v��h804� m •• _ acronyms. knee c�ananceZ |nchcs (6lOmm) minimum above th finish floor nrground shall bepermitted. ^ Ay' V�Y: labc703.3.l Braille Dimensions 903�4�ZHcigh1�ThetoPsVf�blandcountshaUUeJ6inches (660mm} minimum and 30 inches hcs 703.7.2 Symbols. 80'2�earancc. � p~s tg � provided, �vv�d78O4Z�|� / "°"°°#o Measurement Range Minimum inInches toMaximum inInches Where aU�ha,-- kitchen ded. c|eansnce»shaUcoop|yvi1h8O42.Z. (760mm) ma� numabove the finish floor orynound 703.7.2.1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply EXCEPTION: Spaces that doprovide acooktoporconventional range shall not berequired 8o -"7/2--- with Figure 703. » MnFigure7O3.7J l comply with 8O4.Z. 903 Benches or Y� Dot base diameter 0.059 (1Smm) to0.0h3 (i.6mm) 903.l General. Benches shall comply with 9O3 703.7.2.2 International Symbol of TTY.The International Symbol of TTY shall comply with Figure 03/25/20 Advisory 8U4.2Clearance. Clearances are measured hnmthe fu�hc�p �ccngaocoaoPposng 703.7.2.2. 9&] 2Clear Floor orGround Space. Clear floor orground space complying �dh 305 shall be provided Distance bc� ecntwo base cabinets, counter tops, appliances, orva||�' cxc|ud|nghardvare. 0.090 (2.3mm) $o0lOO (25mm) measured center tocenter 7037J3Volume Control Telephones. Telephones with ovolume control shall bcidentified bva and shall be positioned at the end of the bench seat and parallel to the short axis of the bench. dots inthe same cell pictogram of a telephonehandset�with radiating soundwaves on a s nasquare field such as shown in 8042lPass Through Kitchen. |npass through kitchens�where counte hereCounters, appliances 0rcabinet are on Distance between corresponding 0.241 16.1 mm) to 0.300 (7.6 mm)measured center to center `` ` `'r` �� -- where -- appliances cabinets - -''oa ' 903.3 Size. Benches shall have sea�that are 4Zinches (1065 mA ) )n', gminimum naand 2Oinches (510| 0 dot inad|ocentc�|s 7037.2.4/sssdveUs0rn|ngS's�ms�Assis�velistening syr�msdlaUbeidendfiedbythe|nterna�ona| mn) d�cpnininuman� Z4inche� (61Omm) d�epma�mum� between aUoppo�ngbase cabin�s. counter top� app�ance� orwalls within �� lenvorKareasoh U 3 CONSULTANT: *����� t. efgne,,Aq Dot height 0.025 (0.6 mm)to 0.037 (0.9 mm) Symbol mfAccess for Hearing Loss complying with Figure 703.7.Z.4. bc4Oinches (l0l5mm) minimum. Pass through kitchens shall have two entries. | - E e,m ��anc«bc�eencon�sp«nding O.]9S (1Omm) toO'4OO (|O.2mmlmeasunedcenu�nocenter - 1- � N�� � � ' guppo�orshaUbcaffixed Uoava|| Back xuppo�shaUbe4Z w inches (|065mm) long minimum and shaUex�ndhnma point2i��c� (5} mm) mc�mumab�������ur�oyto E sud�ce. Back suppo�shaUbc2 l/2inches (64mm) --_ �' | , � ' 27 max do�romone c�|Uin�1���kmv Ci))) 1?;11qO3,4Back Suppo�.The bench shall provide for back s (a) ' Iw • (b1 703.3.2 Braille shall bcpos�onedb�ov �ecorm�ponding�x1 �� ��mu��ned braille .11 il.lil�.16... .� - - apo�t |8�chex (4SSmm) mi�mmmabove the seat ` F d7aUbc�accdbelow the cndrc�n1 Braille shall bescpans�d3/8inch (9.5mm) minimum hnmany other tacd|cdnaracteoand 3/8inch 19.5mm) minimum�omraised borders and dccona�eelement. I � m� murn� rn od7erparedgeofnhcscatmcasmrcd Figure 903.4Bench Back Suppo� EXCEPTION: Braille provided onelevator car con�o|sshall beseparated 3/!6 inch (4.8 mm) minimum Figure 703.7.2.1 Figure 703.7.2.2 Figure 703.7.2.3 Volume Figure 703.7.2.4 -- -- horizontally. l �owvor�djacen1to��cco��spondingraised ��arac�ysorgxn�o|�� International International Control International �l �l �--- -- � and �ha|| �c |ocat�deitherdinyc� ' ~ - `^ Accessibility TTY Access for Heahngbo� 903�5H�ight�The top ofthe bench seat su�aceshall bcl7inches (43Omm) nninimumand \9inches � ! AREA (48Smm) maximum above the finish floor orground. ~' ~, �- 7O7/u0zma�cTeller Machim�and Fare Machines " � _____ !| 903.6S�uc�/ny| S�enOth.fH|owab|cs��scsshall not beexceeded for n�a1cria{sused vvhenavcndca|or ,,,,,,,.. -___.: AREA OF ' 7O7 ) General.�u�n�ad��e||ormachincsand�nnamachinpssh�|| comp�v�th7O7 horizontal force of2S-pounds (l | l2 ��Iisapplied atany point onthe seat, ty�ene� mnundngde�o� / orsup supporting i_zi,...,,,, / 7O7.2Clear Floor orGround Space./\deer�uororground space cornpl�ngv�th �05 �h�U �c ,-- structure. / provided. ' (lh = ~-----�� � � � 0 N� C|ear�oororgnoundspoce�ho|| not�cncquinc�atdhv�+�pon�au��madctcUcrnn�c�inc� '' -' 9O37\���Looy�ons. \�herein�aUedinvvnt|ooadon� thesu�aceoftheseatshaUbcs|ipncd�antand � ~ - -- - shall not 9.5 40 minwater. o/s :� a/aom / N �` ^, � Fshall 309 clearprovided, Figure \ p��ThnVughWoch�ns 904O7eck�}utA�|eyandSa|esand3cr�ccCbunte� -'�,/ each operable part shall be able to be differentiated by sound or touch, without activation. 904.1 General. Check-out aisles and sales and service counters shall comply with the applicable41. ‘ ``----__- ^ Figure 703.4.1 Height ofTactile Characters EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be required to comply 804.2.2 U-Shaped. In U-shaped kitchens enclosed on three contiguous sides, clearance between all requirements of904. IZG611 Figure 703.3.2 Position of Braille Above Finish Floor or Ground with 309.2and 309.]. opposing base cabinets, counter tops, appliancesor walls within kitchen work areas shall be 60 inches (l525 Dm� minimum. 904.2 Approach./ | pO�i0n1Of�UUn ���n�quincdt�Comp�vdh9O4 shall be |�c�t���(U���nt��8 70� 4 InstallationH i hzand Location. Signswithtactilecharactersshall comply with 703 1 707.4 Privacy. ����mad�8c||�rnachin���h�|| pnzvidcth�oppo�unity��th�\8nc�cgn��Ofprka�g0f input and output available toall individuals. walking surface complying with 40B 703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall be located 48 inches 0 | 707.5 Speech OutputMachines shall bcspe� lenab|ed [pe�tinginm�ucdonsand oden�don. visible 9O4.3Check� utA�|es. [heck�u1aisles shaUcomp� with 904.3, (l230mm) minimum above the finish Moororground su��e' measured hnmthe basc|incofdhetransaction prompts, user 1verification, error messages, and ll dis | dinformation�rfull use J �0 0 | �o 0P 'lir ® ko^e�oacd|echaracter and 6Oinches (}5Z5mm) mamnumabove the finish floor orground suMac� shaUbeacccoite and incpendcndyusab| k�ua|swith vision lnpaimen1s. Speech shall be 904.3.1 Aisle.Aisles shall comply with 403. measured from the baseline of the highest tactile character. delivered through a mechanism that is readill users, includinbut not limited to, an () (l EXCEp�DN:lacd|echora�e�for e|evaKxcar con�o|sshall not be required tocomp�wWth 703.4.1industry standard onnnec��rora telephone handset. Speech shall be recorded or digitized human, or �. �� 904.3.2 Counter. The counter su�aceheight shall be 38 inches (965 mm) mamrnumnabove the finish ' \Vmm synthesized. C E| floororgnounU Thetopofthecoun0eredgepnztechunsha|| belinches (5| rnrn) n�axmunlabove�e 70��4�2boca�on�\&��rc���i|czignisprovi��datadoor. dle q�' -- EX�EP�{JNS� ] top oythe counter su�aceonthe aisle�deofthe check��utcounter. �ignshaUbe |ncated �|ongsi�edledooratdhc��h��e� \&�ene ^'' l Audib|ctVnessha|| beperrnh�� ins0ea�ofxpeec��orvisitdeoutputthatisnotdi fbroccurity -- -- -- --' atactile sign isprovided otdouble doors with one active leaf, ~' / centered on PurPos��' indudingbut not|in»hedto, as�hsks»cPrcscndngpersonal iden�ficadonnunnhers. � q04 � 3 [heck �u��ccs� \���rrpnovi�cd' ch�ckw«i�ng �ud�ccsshaUcnnnp�vvith9OZ.3. \� | � � Writing ^ th�»igns�a|| �e |o�ahe�ond1einacdv�|��� \&��eneatscd|c � tactile 2.Advertisement and other�rni|arin�rmadVn »haUnot berequired tobe audible unless dheyconvey -- -- - -- -- sign is provided otdouble dnV�v�thtwo acdve leafs, the sign \|8mm information mnahon��tcan be used in the transaction ��ng conducted. 904.4 m �. �andcn� � nl �vvh� shall bclocated tothe right ofthe right hand door.\�herethere � «a 904�4�3��a|rsl�ea�nUcc��essib|cic�pordon[ounteofth��a|escoun1cr�ountetopsh�sUe�rn�cenhecnuntesamesha||��pdco�aspd7esa|cs9O4�4�|orsemorice isnowall space atthe latch side of a single door orotthe right Figure 703.42 Location of 3. Where speech synthesis cannot be suppnMed, dynamic alphabetic output shall not be required to be ' ���� " ' ' ^ ' counter top. side of double doors, signs shall be located on the nearest Tactile Signs at Doors audible. 60 min 60 min EXCEPTION: In alterations,when the provision of a counter complying with 904.4 would result in a adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches /szs /525 reduction of the number of existing counters at work stations or a reduction of the number of existing (455 mm) minimum by 18 inches (455 mm) minimum, centered on the tactile characters, is provided 707.5.1 User ControlSpeech shall be capable of being repeated or interruptedVolume control shall mail boxes, the counter shall be permitted to have a portion which is 24 inches (610 mm) long minimum beyond the arc of any door swing between the closed position and 45 degree open position. be providedforthespeechfuncdon. |o) Figure 8O4ZZU-ShapcdKitchens P| EXCEPTION: Signs with tactile characters shall bepermitted onthe push side ofdoors with closers and EXCEPTION: Speech output for any single function shall bcpermitted 0obeautomatically interrupted complying with 9044 904.4.1 provided dhatdlencquincdc|carMoororgnoundspaccisccnncnedonthe when atransaction isse.ecnrd� 8O43 �8chenWork Su�yce. |nrc�denda| dwelling unit required kzcomp�vi�� 809, at|eas1one3O accessible length oythe coun�r. vthouthold-open de�ces - (760 all prov » complies 24 min � � �~�� with 804,3. ^ . ' 7035\�sua| [hanactem \�sua|chans�eoshall con��yv�tl7D3.5 707.5.2 Receipt. \�herenecci��anepnov�ed �oecchou��utde�ceysha|| pn�/de�udib|eba�nce 8O� 3 l -|' rF|oornrGnoundSpace /�deorfloor space con�p�ingv�th305positioned for aforward 1 � � 6/0 --- �-°� ��U EXCEPTION:VVhcrevisual chanycteocompk/v�th7O3.2and are accon�PanicdbybnsiUroomPk4ng inquiry other in��rn1adonon�heprintedrezciptneccssary8o approach shall ThcOoororgn�und �paccsMaUbcc�nt�rc� nnthc ���cnvvork E {� � �� A U ^ � with 703.3, they shall not be required to complyvw�� 703 5 2 through 703.5.9. ' iclear � ' � � ~� IN ' � � oomph�eorver�y the transaction. provide�u�aocand shall knceand��cdearanocv�d7�06� complyingEXCEPTION: Cabinetry shall be permitted under the kitchen EXCEPTIONS: - - » Z ^ 703.5.1 Finish and Oon�o�� Charactersand their background shall have onon�|anrfinish� Characters |� Machine |pcaoon' date and�mcof�anuacdon. cu�Vneraccount number, and the machine � shall cont��with their background with either Ughtchoro�e�onadark background prdark chanac�� following i --- LI) +~~ conditions are met: O.��&~+�^ identiMershall not ��quincd�obcaudib|c� E onalight background. (a) yn~-~ v � vco * counter ! 2. Information on pdnece|p�tna1�up||co�s|n�rna�onavai|ab|eon*creen ��a|| no�ber�quirc� (b) the finish floor extends under the cabinety; and nn p - |- -1 le �~^1 703.5.2 Case. CharactersshaUbeupperoa�'or|ovvcrcaseorocomNnadonofbud7� tobepresented inthe form ofanaudible receipt. |c| ��cwalls behind and surrounding the cabine�yare finished. | I �m�� � � 3. Pdntcdcopies ofbank s�� ne�sand chcdoshaUnot herequired tobeaudible. ' � � ��G� , _ ��� 703.5.3 Style. Characterssha|| beconven�ona| infbrm� [hana����ha|| notbeit�|ic. ��|iqu�. schp� 1 2 �� � 7 8 9 8043,ZHeight. The N0chcnvvorksudacoshaUbe34inches (865mrn) ma�mumabove�e finish Figure 904.3.2Check-Out/Hs|c[oun0c� L _] � a � 7O7 6 |nput |np��U�viccsxha|| oomp�v�th 707 b ` flor round �� - -- -- vr°�high� orofotherunu�ua|h)rnn � ~ � � 4 5 �� ui 5 �6 oor gno � 9O44lP�neUc|�ppnoochf\pordono�d7ecoun�rou � �an � � decorative, 707.6.1 Input Con�o�.f�least one tactilely discernible input i ( EX[EP�D��:/\counter�at�a�u�ab|eto provide kitchen work at variable hcigh�' 29 thatis 36 inches (915 rnmi long minimunmand 36 inches Figure 904.4 (Excepdon)/Htcration ��� �~�^ ~~~~ 7O35.4Character pnopo�ons. [harac�ssshall bcselected hnmfont vvhercthe vvidthofthe uppe�anc con�o| shall beprn�dcdfor each funcd»n. V0henepn��ded' key 7 8 |9 1 �2 3l inch*s (73Smm) m|ninnumand 36inches 19l5rn'n) ma�rnurn' shaUbePcnn�ed� (9|5mm) high maximum above the finish floor shall be ofSa|esa ' Service Counters u��- `- |c�cr^(�^ is55pencentrninimurnand 11Opercent maximum Vf�eheight ofthe uppc�osc|e��^|^ su�acexnot pnacc�e areas ofdisplay mzeere' shall beraised | ° (D ';� ( ~ 'O\I��' provided./\c|��rMoororgn�und�pacecomp�ingv�th�05shaUbe ~~ - ap�raUe|approach � �� A A A ` ' « above sumoundingsu�aces \&4�ercmembrane k�sare the on� • i i i )L 8(� � � Ex�ooedSu��o� Thcresho|| �cnosh�rpora��oivesu��cn� un�crth�vvnrksu��ce positionedfor 703.5.SCharacter Height. Minimum character height shall comply with Table 7O3.5.5. Viewing distanoa method ofinput, each shall betactilely discernable from counters. adjacent tothe 3hinch (9l5mm) minimum length ofcounter. -, shall be measured asd7 horizontal distancc between the character and anobstruction preventing surrounding surfaces and adjacent keys. (a) (b) 804.4 Sinks. Sinks shaUcVmp�v�th6O6� EXCEPTION:Where the r'``idcdcounter su�a - is |essdnan ]6inchcs (9lSnm) long, thecndr� � ,J 12-key 12-key counter surface shall be 36 inches (915 mm) high maximum above the finish floor. W ) ^ F-- further approach towards the sign ~~funherappnaach8o^ardsdlesign Character height shall bcbased onthe uppercase letter`|^ ascending descending 804.5 Storage.At least 50 percent of shelf space in storage facilities shall comply with 811. 707.62Numeric Keys. Numeric keys shall be arranged in a 904.4.2 Forward Approach./\pordonofd7�counter�u��c�thatis3�inchco (76Ornrn) |ongminimurn Table 708.5.5\�sua| Character Height l2�e/ascending ordescending t�ePh»n* keypad ba«ouz. The Figure 707.6ZNu»nehcW�/�9^zut 804.6 Appliances. kitchen�pp|iancessha|| v�th8O46 andprovided. Kn��and��opacecomo�ngv��h3O6�M�U W��| DATE DESCRIPTION nurnber�veshaU �� �isdn���omn�hcod�crkcvs provided, comply 36 highcomplying � Height¢oFinish Floor or(Srounc Hodzonta| Ch��nce &4ininnum �hara�erHcight key tactilely keys. beprovidcdundcrt�ccomnter�,�c|ear�oororgnoundspacecomp��ngv�t� ]OSsh�|| �cposdonedfor /\ u/ /a�zo m��mums� -- Frorn8�sc|incof[hanac�r Viewing8O46 l Clear Floor or^�noundSpace./\dearfloor orground space cnrnpKingvv�h3OSshaUbe a0onxardapproach tothe counter. _ - -'_- 707.6.3FuncdonKeys. Funcdonkeys shaUoomp�v�th7O7.6.3. providedClear�oororgn�und �pocesshe|| bepermitted complying 4Oinches (1015mm� �o |e� |ess�h�n72inches (|8]Ornrn) 5/8inch |l6mm) appliance. , than orequal to7Oinches 707.6.3.1 Cn1a � Func »ns �|| onoso|��oma�koo«ndsu��c /� [haa � and 9� 5F(� I��U� �un�in�ds��|i��Ummp��� '�.5. ' 72inches ()830mm) and 5/8inch (16mm). pusnc804'b2Operable Parts.All appliance controls shall comply with 309. 904.5.1 Self-Service Shelves and Dispensing Devices, Self-service shelves and dispensing devices for (1780 mm) of symbols key surfaces contrast visually key surfaces. becither greater (3.2 mm) per foot 1305 mm) EXCEPTIONS: tableware, dishware, condiments, food and beverages shall comply with 308. --__' viewing distance above 72 inches light-o7-darkorda'k~on'|igh1. 1.Apr| ncedoo�and door��hingde�cesshaUnot bcrequired 8ocom comply 309.4. 9O4 --Tray Slides.The tops of�� sUdesshaUbcZ8inch�� (7|0 rnlminimum and 34inches (865 -- (1830 mm) -(\O3Dmm) EXCEPTION:Tacd|esymbols required by707.6.3.2shaU not berequired tocomP�» hn 707.63.| mm) maximum a bove the finish floor or ground. 2. Bottom-hinged appliance doors, when in the open position, shall not be required to complyv�th --__ _ Greater than 70 inches (1780 less than |8Oinches (1570 mm) 2 inch (51 mm) 7O7.6.],ZTacd|eSymbols. Function key sud�ccsshaU have tacb|egmlbo|sazfollows: En�rorProceed 309.3. 904.6SecuhWG|azing Where counters orteUervWndovm have secu�yg�dngto separate personnel m[nl to less than or equal to l80inch�x (4�70mm) an� Zinch�x (S| mm), plus 1/8 kcv: ra�edci»c|e� Clear or[on�ctkeY: raised left armzv«; Cancel key: raised |c�erex;Add Value key: �othe public, amethod tofaci|�atevoice[ommunica�onshaUbepn��ded. Telephone handset - l20inches |3O5Omm) greater (� 2nnnn) per�� (3OSmrn) of raised P|ussign; Decrease Value key: raised minus dgn� 804.6.3 [�xhvvasher. [�arfloor orground space shall bepod�oneda/�acenttothe d�hvvasherdoor. devices, ifprovided, shall comply with 7O4,3. viewing distance above 180 inches 707.7 [�sp|�y�cn�en Theisp�yscreensha|| v�dh707.7. The Uishvvasherdoo� inthe open posi�on' shall not oUs�uc1the clear floor orground space for the ' (4570 mm) comply dishwasher or the sink -- - EXCEPTION: �r�«��pon��u@omadcshall tellermachineyandtanem�chin�snotbcn�qu|r��1oozmp� � with Greater than 120 inches hza�an2Ofeet (6400mm) 3inch (7Snnm) 707.7.I. 804.6.4 Range or Cooktop.Where a forward approach is provided, the clear floor or ground space (3050 mm) 21 feet(6400 mm) and greater 3 inches (75 mm), plus 1/8 inch 7077 | The�isp|�yscneensha|| �cvi��|�hnmapoin¢|��ate� 4Oinchcs (|Ol5mm) a��� shall provide knee and toe clearance como�ngvvidh306]Where knee and toe space isprovide4the (3 � mm) perh�o�(�0S mm) of . � Visibility. underside of the range orcVo�npshall be insulated orc4hen/�se configured to prevent burns,� thecen0erVfthedearMoorspacein�ontofthen1ochine. abrasions, ore|ec�ica| The|oca�onofoon��|�sh�|| no�roquircnc�chin�ocnoxs ��cm�ngdi��nccabm/e2| feetshock. burners. ' ' (6400 mm) . 7O7 7.2 Characters. Characters displayed on the screen shall be in a sans serif font. Characters shall be 804.6.5 Oven. (]vensshall comp�v�dh804.6.5. DRAWN BY: {��@ 3/16inch (48mrn) high minimum ��edonthe upperc�e|e�e ^|^ [hanac��shall con� with ' 703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (I 015 mm) minirnurn their background withcithcr|iQhtchansctcrs«nadmrkbackoroundordarkchanacteno»a |ight 804.6.5.1 Side-Hinged Door Ovens. Side-hinged door ovens shall have the work surface required by CHECKED BY: X.(4 above the finish floor or groundbackground. 804.3 positioned adjacent to the latch side of the oven doorARCH. PROJECT NO.: complyEXCEPTION:Visual characters indicating elevator car controls shall not bcrequired tovvidl 703.5.6. 707.8 Braille Instructions. Braille instructions for initiating the speech mode shall be provided. Braille shall 804.6.5.2 Bottom-Hinged DooOvens. Bottom-hinged door ovens shall have the work surface ��� �B19001 .0 compk/vith 703.3. required by 804.3 poai�onc�ad|ac�nt�ooncdde ofthe�oor AIV° 703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter"l shall be 10 percent minimum and 30 «:SHEET NAME: percent maximum of the height of tie character. 708 Two-Way CommunicatiSystems»n 804.6.5.3 Controls. Ovens shall have controls on front panels. 708.1 Genera| Two-way communication vnhcrnssha|| comply with 708. ACCESSIBILITY 7OB 58[hany�erSpacing. [haractyrspacingsha|| bem��uredbetmxeenrhetv*oc|oscst points of BO4.6.6Rc�genanoc/Fresn�. [ombina�onnc�igeratosand�cezeoshall have atleast 50 percent of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent 708.2 Audible and Visual Indicators. The system shall provide both audible and visual signals. the freezer space 54 inches (1370 mm) maximum above the finish floor or ground. The clear floor or DETAILS nminimumnand35pe�entma�mumofchaoac�rhcigh� ground��ace��a|| �cposi�oncdforaparsUe|appn��ch ¢odhcsp�c�dedicatedtoa L��- |/ UL-� 708.3 Handsets, Handset cords, if provided, shall be 29 inches 1735 mm) long minimum. refrigerator/freezer with the centerline of the clear floor or ground space offset 24 inches (610 mm) 7O3.59Line Spacing. Spacing between the baselines of separate lines of characters within a message maximum from the centerline of the dedicated space. 00���G��UNN��;� �`� ^a ^`� _ ._^�^v= ~,` shall bc |35percent minimum and |70percent ma�mumofthe chanac�rheight. . `/ >41 i, / |, / NN 10 ,,,,,3( b" SIGNAGE TO FULLY COMPLY WITH SYMBOL DESCRIPTION l 44"CLEAR EGRESS PATH SHOWN HATCHED 0 KEN MCCRACKEN, OCCUPANCY LOAD ✓ - �` O O 1 p 0 Ai REQUIREMENTS OF ICC Al 17.1. -of—9" ) /./-9 —)c 02 ILLUMINATED EGRESS SIGN-REFER TO ARCHITECT 2019 OREGON STRUCTURAL SPECIALTY CODE -TABLE 1004.5 - \ f� \1 " 2 Q 6". VI& O EGRESS EXIT ELECTRICAL PLANS kin• g+ MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT / 1 00 Management.Permitting f y \ 'Esi, -* ! O 36'WIDE CLEAR ACCESSIBLE TRANSACTION 19120 SE 34TH STREET WO AEN MEN RES T6 OO_ PATH OF TRAVEL SPACE AT 34" MAX AF.F. SUITE 115 FUNCTION OF THE SPACE PER SQ. FT. AREA OCCUPANTS 1 ;.y_E ,_: _+�r TYPESTYLE �� � GRADE CUSTOMER SERVICE (WAFTING AREA) 7 NET 257 SO. FT. 38 OCCUPANTS • - -I- BRAILLE,TYP. 0 WHEELCHAIR TURNING SPACE: 5'-0" DIAMETER VANCOUVER,WA 98683 ` ./ PRQIECT CONTACT:ER1C1C PETERSON DINING AREA FIXED SEATING 1045 SO. F . 76 OCCUPANTS I - WALL SIGNAGE TO BE EXIT SIGNAGE CLEAR CIRCLE OR T SHAPED TURNING HONE: CT:ERa825s STORAGE 1/300 383 SQ. FT. 2 OCCUPANTS 1 INSTALLED 9" 5/8" MIN. CLEARANCE. EMAIL EPErERSON®PMDGINC.COM IHORIZONTALLY FROM KITCHEN 1/200 649 SO. FT. 4 OCCUPANTS I EDGE OF OPENING TO )1 5 1/2" 7 1/2- HIGH I/32' >� I I I 1 EMERGENCY UGHT FIXTURE O5 ACCESSIBLE MANEUVERING CLEARANCE I 1 MIN. RAISED INCLUDING PUSH/PULL CLEARANCE AT DOOR OFFICE 1/150 34 SQ. FT. 1 OCCUPANTS I� CENTER OF SIGN AND t,-- 5/8" MIN. CARS VERTICALLY AT 61"AF.F. ,_EXIT, HIGH 1/32" EXIT F; 44" CLEAR EGRESS PATH AND LANDING SPACE RESTROOM 1/100 107 SQ. FT. 2 OCCUPANTS TO TOP OF SIGN. 41 MIN. RAISED a- Z 0 m 6 EMERGENCY UGHT FIXTURE WITH BATTERY --- .. - ENSURE CODE ��, CHARACTERS rn ROU `^ BACK UP- REFER TO ELECTRICAL PLANS. KEN MCCRACKEN,ARCHITECT 123 OCCUPANTS � \ REQUIRED BRAILLE � •Z - ` '-^ SEAL: TOTAL OF MIN 48' m 2 \ FE FI:` FIRE EXTINGUISHER NUMBER OF EXITS: (3) EXITS I \ .1 T X, 1 AFF.TO BOTTOM OF N TYPESTYLE 1 O • 7 TACTILE EGRESS SIGNAGE-REFER TO DETAIL �� EXIT CALCULATIONS 1 LOWEST TACTILE GRADE 2 12/,00.10 C RC' CHARACTER AND MAX BRAILLE,TYP. OCC. LOAD MIN.WIDTH WIDTH MAX. LOAD _ / 60"TO BOTTOM OF 0 TACTILE ACCESSIBILITY SIGNAGE-REFER TO \� EXIT# PER EXIT REQUIRED PROVIDED ALLOWED ' HIGHEST TACTILE DETAIL I2/A00.10 MCCRACKEN SIGNAGE SCHEDULE 68X 0.2" 681/2" 681/2"/.2= : CHARACTER EXIT I 6218" NO. DESCRIPTION SIZE 09 FIRE EXTINGUISHER. REFER TO MEP DRAWINGS • • = 14"CLEAR CLEAR 342 EXIT 2 3 I 34 X 0.2" 34 1/4" 34 1/4"/.2= I 1$'CLEAR FLOORSPACE AS-1 ACC. SIGNAGE: "WOMEN" 6"x 8" 1 FOR SPECIFICATIONS W A =7' CLEAR _ CLEAR 171 I` AS-2 ACC. SIGNAGE: "MEN" 6"x 8" License*5599 CENTERED ON SIGN �' Or `� EXIT 3 31 46 X O.Z" 46 1/4" 461!4"/.2= - - — — �. PROVIDED BEYOND ARCS EXIT SSGNAGEE'EXTT"��M, S"12"x 4" 91� 0\K& = 10"CLEAR CLEAR 231 OF DOOR SWING NOTE: EXIT DOOR WIDTH NEVER TO BEI FCS THAN 32"CLEAR AS1 ES-2 EXIT SIGNAGE: 'EXIT ROUTE" 7 1/2"x 5 3/4" MEASURED 03/25/20 NO SCALE 1 1 1 12"= 1-0" I NO SCALE 1 LIFE SAFETY & ACCESSIBILITY NO SCALE BUILDING CODES & CODE CALCULATIONS _ 20 ACCESSIBILITY AND EGRESS SIGNAGE - _ 12 LIFE SAFETY LEGEND _ 8 _ 4 - - PLAN KEYNOTES _ CONSULTANT: =gi 1108.2.9.1 DINING SURFACES WHERE DINING SURFACES FOR THE CONSUMPTION OF FOOD OR DRINK ARE PROVIDED,AT LEAST 5 PERCENT, BUT NOT LESS THAN ONE, OF THE DINING SURFACES FOR THE SEATING AND STANDING SPACES SHALL BE ACCESSIBLE AND BE DISTRIBUTED THROUGHOUT THE FACILITY AND LOCATED ON A LEVEL ACCFSCED BY AN ACCESSIBLE ROUTE. 60 X 5%=3 ACCESSIBLE SEATS 1�l . t I 28"-34" AF.F. I CLEAR EXIT I origiabli V i 1 EXTERIOR OCcs: 62 t WIDTH REQUIRED 32" -' � � WIDTH PROVIDED,68 I/2" 'DTI 2 r I .r--"-IL---- - - - 1 occs: 31" 1 I WIDTH REQUIRED 32' 111121ZAG jr 30 MIN I WIDTH PROVIDED 34 1/4' ELEVATION - _s- - - - - - - -� EXTERIOR 1 __ I_1. F Px42IP -jarif (2) 0 I . 34 1/4" 1 MANE ERIN E5-1 I I 1 NO SCALEE I1 ACCESSIBLE SEATING - 16 � — 1 I i '...-. 1 II it _� _i___ - ,_,__ _ ____ _ ,_ .7..., tS — /��' ✓ �I'r 0 /7 /: ^,, / / . . CiiRRIDOR � �/ � I I I I I g''8" / .I r, 9 $•$ ] : , �C f1` I.. --- 7 JO 1 71 i e i'''.?rr 1 r---1 / OA) ni MEprs / / //- , I _ _ 1_ /, / /I/ ////4,-, . 1 0 , e ... , 1 I 4';/ LI t )1/3:' BIB BIB � jJ�� 0 , , SHELF I L f I fi 1-- f 0 1-!Xf`--7'1.-----1131‘' '/ �C AS-1 COUNTE FE,� j// / //7.-- /7 -72//1 rCD - EXIT 3 1 s►�. f �� //// I ocrs: 31 1 1 /, ` 1 WIDTH REQUIRED 32' :I ' i i i �Oli rte■ l u l l •4 i �� •' ;f = === EGRESS FROM TH _ -- - ,-- IWIDTH PROVIDED 46 1/4' l r r1 POINT TO NEAREST 0 , I uI EXIT=52'-6" Y` //1 / - - - - iI 1WOMEN S © I JJd //://yr 1IRESTROOM �I ` / - - , �\ ': i - - - - - ,1 _JIW Ii e� XX■y�� PREP TABLE - 7'-1' • \ / \ - - EXTERIOR 0 •I OWN IMIM (Irk 1 / 07 ►. //://1 <�c/ \� ON 4-0VC '-I0"—�- ;'''' ng 'r _ ESI er . \ // ›1/4,_.\ 7,< \\\ / � F__, • - TABLE TABLE \ >,_\ „x p = = = n X x ❑ p _ m rn w u., - I '. r› // I tett ...... .,_ ....... ffil01111111Millt AMMON= MIIIIIIIIIIIIIIMI . I I 0- ------ --:=.7-- / / / NNING '.+ ,,,./' .o I I lit Q "�',.. i ,� - I I O� .-�: :� -- -u-4-=------ �-%-.- „ ,,.-� = KITCHEN I� ;;, C OME — — — /� ., -\ " /� — — —I ' , { — \ PICK-UPI/ / / \ f REV DATE DESCRIPTION a o 11 SERVI E > < / raw 4'241 1320 cum WALK-IN I5I1 �' ICE BIN 3 / \�� / \ /, iii — ~ J . _ ,-1 1 FREEZER 77,;\ i '' _ oil 1 OVEN FREEZER FRYER WARMEi� I /, /4,• I I A- i / ' n/ i b ///4",/// /iiy//' ////, . ,/ / . E le 0 1 /' joir / / / Aar -1 Art I / 7. r6 __,..., ___ ___ r_,_ 4 . ?n L./2/7 / , , //, , , -,- - /,/, , / Ael , .-- i , ,./2,./, 1 .,.._ . _ ____. L 1 „ . , I _ , I _ II . _ =nes - = 1 i 1 1 1__ \W / Cfla \WR , WALK-IN \\ EGRESS FROM THIS /1 i___ EGRESS FROM THIS - __ - 0 C� . ; POINT TO NEAREST POINT TO NEAREST H � . ' i rXIT=57-1" WARMED 1 EXIT=30'x" 1 I L - - _I I 1� '40 �_ I TABLE _ - � _ L - �- • ' PREP TABLE PREP TABLE J 1 FE - t 1 • -I - — - 41-11- .:. ;i��AA:i:IAt f7AA.f"�AA i_IA� - - - __YLDRIVE-THRU _ vv I _ _ L DRAWN BY: CDG L 1 � -Ili- — ...,44 II i I 1 ;i 1 L CHECKED 6Y: ARCH. PROJECT NO.: f .. ► , AMB 19001 . MIMIems : . J SHEET NAME: -» : I LIFE SAFETY / 1 ACCESSIBILITY PLAN & CODES L J SHEET NUMBER: 1 IIII .a II"' I} �i, i T h li ABILITY PLAN _ 1/4"- 1-0" 1 , ,,, p ; LIFE SAFETY / ACCESS Al 81i '401 �" a qtrY • .GN INSTALLER ALLER RESPONSIBILITIES: SMOOTH CROWNED MORTAR 01 DEMOUSH (E) ROOF,AND STRUCTURE I8 PANT(N) PAVEMENT DIRECTIONAL ARROWS KEN McCRACKEN, 1. PROVIDE ALL DRAWINGS NECESSARY FOR SIGN PERMITS. _ INCLUDING COLUMNS, FOOTINGS AND AT DRIVE-11-IRU LANE. ' CAP. FOUNDATION. BRING TO FINISHED ARCHITECT 2. APPLY FOR, OBTAIN,AND PAY FOR All REQUIRED SIGN PERMITS. I PenmetIng 3. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH G.C. ftl EXTRPI-STRONG GRADE STEEL PIPE CONDITION, MATCHING ADJACENT 19 THE (E) LANDSCAPING AT MENU BOARD TO nraicxu:r�e• Mmaigerknc• 4. SET ANCHOR BOLTS OR BASE PLATES AS REQUIRED. FILLED W/CONCRETE. MATERIAL- LAINDSCAPING, DRNETHRU LANE, BE UPDATED. 5. COMPLETE SIGN INSTALLATION. —, CONCRETE, ETC.AS REQUIRED. 19120 SE 34TH STREET �� ZO REPAIR AS REQUIRED AND PANT(E) CMU SUITE 115 6. REMOVE EXCESS DEBRIS, ROUGH GRADE AREA FOR LANDSCAPING. T 2'-0" r 0 (E) ROOF UNE TO BE DEMOLISHED. TRASH ENCLOSURE INTERIOR AND EXTERIOR VANCOUVER,WA 98683 lYP � CROWN FOOTING CAP TO DRAIN WALLS AND GATE. MATCH BUILDING GENERAL CONTRACTOR RESPONSIBILITIES: PROJECT CONTACr ERICK PETERSON � 0 DEMOLISH (E) CLEARANCE BAR, FRESELI_ WAINSCOT COLOR. G.C.TO VERIFY COLOR PHONE:360.980.8258 1. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH SIGN ASPHALT OR CONCRETE PAVING SUPPLIER. o; � WHERE OCCURS ANNE ME���p ER��OP FN R MNA�ON UNIT WITH CONSTRUCTION MANAGER, REFER TO EMAIL�rERsON®PnnoGiNc.conn 2. PROVIDE POWER TO Al SIGN LOCATIONS AS REQUIRED. •- 3. MAKE FINAL ELECTRICAL CONNECTIONS TO EACH SIGN. a o I°0 > -.> 0 REMOVE (E) DRIVE-TF-IRU LANE FULL DEPTH 21 EXISTING LED FIXTURES AT(E)SITE LIGHTS TO �./..,�� \\j\ CONCRETE. CURB TO REMAIN. PREP FOR REPLACEMENT. REMAIN. SAND AND PAINT(E) LIGHT POLES. A // // UNDISTRUBED NATIVE SOIL OR COLOR TO BE ANODIZED BRONZE, SILVER :.Ci:)) -\1e-3,0- \\ \ 1 ,%\\�\ COMPACTED SUB GRADE OR BLACK. G.C.TO VERIFY COLOR WITH �` \//\//� � \ , OS (N) CONCRETE DRNE THRU LANE IS TO BE CONSTRUCTION MANAGER, REFER TO KEN MCCRACKEN,ARCHITECT Z \`\�/` ° D. %\\\/ 3,000 PSI CONCRETE, 6"THICK,WM-1 A00.02. CONCRETE BASE TO REMAIN NOT SEAL: Rg /\// A , f\/ 18"�D CONCRETE FOOTING 6X&W2.9XWZ.9 W.W.M.WITH PREMOLDED PANTED. IF THERE ARE ANY REQUIREMENTS BITUMINOUS NON-EXTRUDING EXPANSION TO MATCH SURROUNDING SHOPPING QED A� �0• \\/• , A fl /\\ JOINTS AT I0'O.C. IT IS REQUIRED TO CENTER OR OTHER GOVERNING \ \ Cjy� \ • • , COLOR THE CONCRETE BLACK USING ORDINANCES THEN FOLLOW THOSE \� \ • j\\' C3 KENNETH J. 7// I / / ADMIXTURE (CHROMIX C-24 CHARCOAL BY GUIDELINES. n I'-0" \f /\\ SCOFIELD CO., OR EQUAL) C- MCCRACKEN J ,� ,+ 3'-9" r �r 4'-9" r �/ % /\•/ 22 REPAIR ALL POTHOLES AND CRACKS IN • • lyp /\ / © THE G.C. TO REVIEW CONDITION OF PARKING LOT. INSTALL SOIL STABILIZING Wq '� \�/ A ��\ #6- 14" LONG REINFORCEMENT EXISTING LANDSCAPING (REPLACE DEAD MAT(EX—AMOCO PETROMAT)AT SEVERELY (� License#',5 599 1 '9• ',: \ N EACH WAY,WELD TO PIPE AND DYING LANDSCAPE) INCLUDING BUT BROKEN AREAS BEFORE INSTALLATION \, 9 . � NOT LIMITED TO; EXISTING LAWN, PLANTING OF ASPHALT OVERLAY. 9�� nC 0�<& BEDS, LANDSCAPE OF U.N.O. U.N.O. IRRIGATION SYSTEMS IS IN GOOD WORKING 23 ADD AN ADDITIONAL LIFT TO THE EXISTING CONDITION AND REPAIR/REPLACE AS ASPHALT PARKING NEAR THE BUILDING, 03/25/20 3/4"- 1'-0" Q REQUIRED. RESTRIPE AND RESET WHEEL.STOPS. 8 TRAFFIC BOLLARD 02.15.19 0 THE (E) GREASE INTERCEPTOR TO REMAIN. 24 (N)ACCESSIBLE PARKING,WHEEL STOP, SIGNAGE AND SIDEWALK ACCESS FEATURES. lb. Aim 0 INSTALL(N) CLEARANCE BAR, REFER TO REMOVE (E) PAVING AND REPLACE WITH CONSULTANT: SI STRUCTURAL DRAWINGS. SLOPES IN ACCORD WITH CURRENT AND APPUCABLE ACCESSIBILITY STANDARDS. • 0 INSTALL(N) DIGITAL PRE-SELL BOARD, REFER TO STRUCTURAL DRAWINGS. 25 REMOVE (E) NON COMPLIANT ACCESSIBLE STALLS,ACCESS AISLE,AND SIGNAGE. I 0 INSTALL(N) ORDER CONFIRMATION UNIT. RE-STRIPE FOR STANDARD PARKING STALLS. REFER TO STRUCTURAL DRAWINGS. 026 REMOVE AREA OF CRACKED CONCRETE 1 1 INSTALL(N) ORDER CONFIRMATION UNIT AND REPLACE. CANOPY. REFER TO STRUCTURAL DRAWINGS. 27 MARKED PARKING SPACE FOR THE USE OF 12 INSTALL(N) DIGITAL MENU BOARD, REFER VEHICLES WAITING FOR AN DRIVETHRU TO STRUCTURAL DRAWINGS- ORDER TO BE FILLED. - 13 INSTALL(N) SAFETY BOLLARD, SEE DETAIL 8. ADD SAFETY YELLOW HIGH-DENSITY POLYETHYLENE BOLLARD SLEEVE TO SAFETY BOLLAR . N. 14 INSTALL(N) ENTRANCE DIRECTIONAL SIGN, I..' e UNDER SEPARATE PERMfT . ..4 15 INSTALL(N) EXIT DIRECTIONAL SIGN, UNDER OCiltckI SEPARATE PERMIT. lIIAG --•-1 16 INSTALL(N] DRIVETHRU WAY FINDING SIGN, I UNDER SEPARATE PERMIT. 17 INSTALL(N) DRIVE-THRU TRASH BIN. NOTE: i . . , ® ® 11411107 ® SEE SHEET A00.01 FOR _ .., 21 I GENERAL NOTES ',... , *.p ® " NO SCALE �% I SITE PLAN KEYNOTES _ 3 ® Il ® REQUIRED TOTAL PARKING - - I MAXIMUM BUILDING MIN MINIMUM 4 _ ati, 0 1 .REQ MAX. REQ PROVIDED -- (SPACES/SF) (SPACES/SF) SIZE (SF) . fir- d►"'�111r 44 I r-7^r—}r f B TOTAL PARKING 7/1000 12.4/1000 3270 23 41 23 1 I/ 0 iI a L u, �-— 1 ACCESSIBLE PARKING I �, �, ., _A�: _ --s-- © I REQUIRED PROVIDED �� e � 4 % ACCESSIBLE PARKING 2 z0 1$ \4t, / i (TABLE 1106.1) L 4 = O `� O \k/, q ACCESSIBLE VAN PARKING 0 9 (TABLE 1106.1) 1 i � � 0 ' �' ��' . . © EXISTING BURGER KING � �� _ " _ 3,270 SQ. FT. LL I Li 14 1. _ 0 ti _, . _. REV DATE DESCRIPTION Y NO SCALE 01.1320 [LENT�nEW yam, PARKING CALCULATIONS_ , , , _ . . , _ 2 KEY DESCRIPTION \��\\\\\\\\\y (E)STRIPED WEN PATH, ACCESS PATH, OR CROSSWALK �____ __ 1. (N) CONCRETE PAVED SURFACE S ' ,,7I .I (N)ASPHALT PAVEMENT T7—,—TAT , LL,/L�i i L i i i i (E) EASEMENT. SEE ALTA SURVEY / 1—/L J ■. — -- POLE MOUNTED SITE LIGHT —>—43--—) ACCESSIBLE PATH OF TRAVEL ---------- PROPERTY UNE DRAWN BY: CDG x 0 x (E) FENCE LINE CHECKED BY: — ARCH. PROJECT NO.: AMB 19001 .0 STANDARD PARKING COMPACT PARKING SHEET NAME: " ACCESSIBLE PARKING 0 ACCESSIBLE VAN PARKING SITE PLAN SHEET NUMBER: NOTE: NOT ALL SYMBOLS MAY BE APPUCABLE TO,AND USED, IN THIS DRAWING. n 1"= 15-0" I NO SCALE I, ij I I, 5 SITE PLAN LEGEND _ 1 "'�� p 11 D 1 EV SITE PLAN - - A DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED UNLESS OTHERWISE INDICATED. 0 (E) STOREFRONT DOORS,WINDOWS& 0 R• EMOVE AND DISCARD ALL RESTROOM 14 REMOVE (E)WINDOW AND FRAME. KEN MCC RAC KEN, CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS. FRAME TO REMAIN, LION. PROTECT FROM FIXTURES AND ACCESSORIES. PREPARE OPENING FOR(N)WALL INFILL. DAMAGE DURING CONSTRUCTION. ARCHITECT B. DIMENSIONS SHOWN FOR EASING CONSTRUCTION TO BE DEMOUSHED ARE APPROXIMATE 0 R• EMOVE ALL(E)TILE FLOORING &COVE 15 PATCH AND REPAIR CONCRETE SLAB, PREP Nchkecture•P ogarn Management•Perrntmng AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO BE REMOVED OR TEMPORARILY OZ POS REGISTERS SHOULD NOT BE BASE IN DINING AREA CUSTOMER AREA FOR IN) FLOOR FINISHES. REMOVED TO ACCOMMODATE NEW CONSTRUCTION. COORDINATE DEMOL MON WORK DISCONNECTED FROM NETWORK UNLESS VESTIBULE,WOMEN'S RESTROOM AND 19120 SE 34TH STREET WITH DESIGN INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK. TECHNICIAN IS PRESENT. OWNER SHALL MEN'S RESTROOM. C6 REMOVE (E)WALL TILE ON ALL KITCHEN SUITE 115 COORDINATE W/AUTHORIZED SERVICE WALLS VISIBLE FROM PUBLIC AREA TILE BASE VANCOUVER,WA 98683 C. IF APPLICABLE, REFER TO STRUCTURAL, MECHANICAL ELECTRICAL,AND PWMBING DOCUMENTS TECHNICIAN. RELOCATE DURING CO R• EMOVE (E)WALL TILE AND SUBSTRATE IN TO REMAIN. PREP FOR FRP INSTALLATION. PROJECT CONTACT: :PETERSON FOR ADDI11ONAL DEMOLITION INFORMATION. CONSTRUCTION. DINING ROOM AND RESTROOMS. INSPECT PHONE:360.980.8258 FRAMING FOR DAMAGE. REPAIR IF 17 REMOVE EXISTING CEIUNG TILES,T-BAR EMAIL EPErEIbON®PMDGINC.COM D. REMOVE AND REINSTALL ALL EQUIPMENT OR CONSTRUCTION ON WALLS RECEMNG NEW O (E) POS COUNTER TO BE REMOVED. PREP REQUIRED. CEILING GRID, EQUIPMENT AND HVAC FINISHES. COORDINATE WITH ARCHITECTURAL FINISH PLAN AND/OR SCHEDULE. FOR NEW. DIFFUSERS/RETURNS, PREP FOR I 1 REMOVE (E)WAINSCOT, CHAIR RAIL AND REPLACEMENT. E. CONTRACTOR SHALL VERIFY ANY DUCTWORK, PIPING OR CONDUIT PENETRATIONS THROUGH 0 REMOVE (E) DRINK TABLE, DRINK AND ICE SUBSTRATE IN DINING ROOM,VESTIBULE EXISTING WALL CONSTRUCTION. IF PENETRATIONS OCCUR WHERE ITEMS ARE TO BE REMOVED, MACHINES. SAVE ALL EQUIPMENT FOR AND CORRIDOR. SUBSTRATE TO BE1® REMOVE EXISTING DINING ROOM SOFFITS OPENING SHALL BE FILLED FLUSH WITH THE SAME MATERIAL AS THE SURROUNDING WALL THE REINSTALLATION. REMOVED BELOW(E)WINDOWS TO AND BULKHEADS. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF RATED WALL CONSTRUCTION. INSPECT FRAMING FOR DAMAGE. REPAIR IF KEN MCCRACKEN,ARCHITECT 0 RELOCATE EQUIPMENT DURING REQUIRED. 0 REMOVE EXISTING DOOR AND FRAME. PREP NOTE: SEAL: F. THE CONTRACTOR SHALL VERIFY FLOOR ELEVATIONS ON EITHER SIDE OF WALLS BEING CONSTRUCTION. OWNER SWILL FOR REPLACEMENT. NATCHING RREMOVED.EQUIRED FOR RSLESHALL EL FLOORLBEEPATCHED COND10ND FILLED WITH LEVELING COMPOUND WHERE COORDINATEWI AUTHORIZED SERVICE 12 REMOVE(EE DOOR, DOOR FRAME AND INDICATE AREA 11111 ����I) A pC'� G. CONTRACTOR SHALL REMOVE EXISTING FLOOR FINISHES AS INDICATED ORAS REQUIRED FOR 6 REMOVE (E) DIGITAL MENU BOARDS AND 13 REMOVE AND DISCARD (E) RESTROOM NOSC�DED KENNETH J. C' NEW CONSTRUCTION WORK. REMOVE FLOOR FINISH ADHESIVE AND PREPARE SLAB AS O SAVE FOR REINSTALL PROTECT FROM O WALLS. GENERAL CONTRACTOR TO NOTIFY MCCRACKEN REQUIRED TO RECEIVE NEW FINISH. DAMAGE DURING CONSTRUCTION. CONSTRUCTION MANAGER AND ARCHITECT NOTE: • • OF ANY UNFORESEEN STRUCTURAL HATCHED AREA n...7,.7.:—. WA 0 REMOVE ALL DINING AREA SEATS,TABLES, COMPONENTS DISCOVERED DURING INDICATES PORTION OF NG TO BE I: 1 �I' License#5599 TRASH QUEUING UNE RAILS. DMDER WALLS AND WRING AND SUPPLY CONDUIT NOT ALL T REMOVED. COORDINATE f: `•,'`•''•-• I '9f ��O\ INDICATED AS BEING REUSED ELSEWHERE IN EXTENT OF DEMOLITION 11.••,:.s.,:•'=:'::''1 F OF � THESE CONSTRUCTION DOCUMENTS. W/A05.0 L _._: :'J 03/25/20 DEMOLITION GENERAL NOTES NO SCALE 20 DEMOLITION FLOOR PLAN KEYNOTES NO SCALE 4 CONSULTANT: _ (E) 50'-2 9/16" (E) 12'-1 9/16" (E)32'-0 1/8" / VIF / VIF �F (E) 10'-0' VIF r 7, ---.-- 1/RJ --" *.- r . -Lcil Ik 11 II (E) 3'-6 (E) 3'-6" O 3•-i" I I:I''' ...--. ' '•'•' : : .:, :.'_::: : . 'I.1 (E) 10'-0 1/4" (E) I0'-0 1/4' E VIF VIF " / VIF ( Q. II / VIF '` / Vi. IF 4 .10 i 11 '• X111 TT. / / 1 . . . ,. „ ... . .... 1-----___,.. , • . •• • .- :-: ;; ; U- II ; ,_. , . e . . ••• , .... „... . .. . . . .. . • . - I - . • • . • . .• •.. _ . , .. . . .. . , vvOEa' m rr 13°11°h°11Gpla • zr gitior 0 , 'I . fa . SHELF • BIB BIB [ILIA I - 1 - 11 I 41,1 � :, ■ COUNTE Cif — � I -. =��-- � OFFICE _ — — .� •���• - . ' • '. i • r Y w \ r:. fl � \ "'F 11 _ -1 1 II - 1 \ is • PREP TABLE I.-., LL � F . . '_ . OVEN I L: fI• II LI TABLE TAE3L.- I I 3 _ _ 4 BOH • KITCHEN I I it I I : :, SEWING � © - 11J 1' :I'I � 110 LL - v r 0 � I I k: L, PICK-UP'. I.. ,� • I • .. i I WALK-IN \ S•NK ICE BIN � II • • • f . . : -i.r r: ..,- :.'rr: % -. ..• r.....--..-. ,.:..., :,.• ._ , . � • .. -... , .: .... .:.... . .. ._:.• : . .:....;_t:.:_, /.. ./.. • -:: .2- • .. .-.: .. : . .' .1 . ;. .•• . •: --.. •: . - . .. ,. FREEZER � • WI o .,� �� . - � � . I > Wil [11 ID W 0 L/1 , J OVEN ,..2. z cy, FREEZER FRYER WARMER I _I ® � .II7. • • . ,,,,.,,„„,,,.....,...,,•,...,,,,..........,..............„....„..__ __ , , I ,, -.19 LL F. -..- 1 W ILnrn 6 I ' = J - 1NA -IN E C44R TABLE f` -� ... .- • DATE REV DESC1111111111'RIPTION • s v PREP TABLE PREP TABLE WARMER :<�. •�.����� - .. � I a , I.I . R 0 3 Z0 dIBfIF IiVeW -- .. I I I �I 1f N: — I Ii Itn' :I I 11 .. DRINKS '�' �I I r • . R .. 41. . ;I1 1 fll --ii H_,17--- 1 TrP. (E} 1 1'-7 1/2" (E) 10'-0 1/4" (E) 10'-0 1/4' VIF of- ( VIF /. VIF _ DRAWN BY: CDG CHECKED BY: — ARCH.PROJECT NO.: AMB 19001 .0 SHEET NAME: 7 -i DEMOLITION FLOOR RAN (E)35'-10 9/16" [E) 25'-11 3/4' (E) 32'-6" ' I/IF VIF . VIF SHEET NUMBER: 1111'k lin DEMOLITION FLOOR PLAN 1/4"= I'-0' ,�I;li lil,..1 Ili„l„,, go timoiIglllo /lit 1 - 0REMOVE AND LEGICI DISPOSE OF (E) (E) DRIVE-THRU WINDOW TO REMAIN. KEN MCCRACKEN, BUILDING SIGNS. CONFIRM HARDWARE TO REMAIN. REPLACE ARCHITECT IF REQUIRED. ® (E) BUILDING FINISH TO BE PREPPED FOR (N} PO "` PT NICHIHA SIDING, COORDINATE WITH I 1 (E)STOREFRONT TO REMAIN, UON. .. CONSTRUCTION MANAGER, REFER TO PROTECT DURING CONSTRUCTION. 19120 SE 34Th STREET (A04.00 AND A04.011. SUITE 115 VANCOUVER,WA 98683 12 REMOVE (E)STOREFRONT. PREP FOR WALL ® REMOVE (E}WAINSCOT TRIM BOARD. INFILL �CONTACT:Evac RSON R-IONE:360.980.8258 ® REMOVE (E) EXTERIOR UGHT FIXTURE. (E) LOADING DOOR AND FRAME TO BE EMAIL: 13 REMOVE WIRING PACK TO SOURCE OR REPLACED. NEAREST.1-130X TO REMAIN IF NOT BEING USED FOR(N) FIXTURE. la (E)GAS METER TO REMAIN. O (E) STANDING SEAM ANGLED ROOF TO BE 15 (E} BUILT OUT TRASH ENCLOSURE TO REMOVED. SEE STRUCTURAL DRAWINGS. REMAIN. KEN MCCRACKEN,ARCHITECT O (E) RED LIGHT BAND TO BE REMOVED. 16 REMOVE (E) STOREFRONT DOOR, PREP FOR ®SEAL: REPLACEMENT. O7 (E) EXTERIOR BRICK TO REMAIN. PREP FOR \C\V__D A i INSTALLATION OF {N) FURRING STRIPS FOR INSTALLATION OF (N) NICHIHA SIDING. KENNETH J.///2;, n MCCRACKEN ® (E) DOWNSPOUT REPAIR AND/OR REPLACE AS NEEDED. WA O (E) ELECTRICAL SERVICE TO REMAIN. SEE �� license#ss99 ELECTRICAL DRAWINGS. 11r OF 0`' 03/25/20 DEMOLITION EXTERIOR ELEVATION KEYNOTES - NO SCALE 4 FACADE CALCULATIONS _- CONSULTANT: (E) FACADE AREA I1.449 SF (N) FACADE AREA I 1,786 SF AREA OF(E) FACADE TO BE CHANGED 7Z///// 337 SF %OF AREA CHANGED 23% GLAZING CALCULATIONS (E)GLAZING AREA 186 SF 33% 0 15'4"AF.F. (N)GLAZING AREA 186 SF 33% -- (E .O. LT BAND %OF GLAZING CHANGE 0% - - T /— 7— ,— / — 7 / /' -7- / i / / T /7- /- / /7- // — / — i- 7 T / > / i / T /— � / 7 / /TT / / // / /� /7j / / / / / / / / / / / t // / // ` / / / — / 14'-0"AF.F.Y/ / —/ / // TT /T/ / / / / / /// / / / / / / // / / / / / / / `/ / // / —/ / / / ,/ / / — -/ / / / / / / / / // / (E)T.O. WAIT'S- / / / / / / / / / / / / 7, / -y / 7 / / — / / y / / / / / / / / / / / / / , / / / / / / /I / / 'L�1 j/ / —/ _ / 7 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / // / / / / / / / / / / // / / / / / / / / _i / 17L / -Z / / / / / / /f / / / / / / / / / / / / / / / / // / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / O / // / / / / / / / / / / / / / // / // // / / // / / // / / / // / / // / / / // / / / / / / /// / / / / / / // / / // / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / Y/ / 1 L �� r 1 L �` 11 r L 7 (E) B.O. SOFFf/ / / 1 / L / -Z / .e._ / — 11116611 - . / 1 fr . 71 _�, f r - / / / II 14 AD //17/ / // aff / / 7 Mil IIKIL4rf _ II. — / / / / ,/,or i / / / 0 / / 0 0 0 / / / / // I , , ,.. //, /r / / / I/ / // - - IL r I r I ,,... / / / -r , _ =., // , p // , ./.i/ ,, / ,L /_ . , , , /. _/_, , 7/ / - — — — — - — — — i • . 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T U_ rn , 0 LL NI /4"= I'-0" * - y. 0, EXTERIOR ELEVATION - Ln �� r ry FACADE CALCULATIONS 0 (E) FACADE AREA 1,449 SF "j A N FACADE AREA 1,792 SF - AREA OF (E) FACADE TO BE CHANGED V/ /% 343 SF %OF AREA CHANGED _ 24% ,1 GLAZING CALCULATIONS I 0 _ _ _ (E)GLAZING AREA 250 SF 44% T _ T — T — r - • r - T N GLAZING AREA 209 SF 3795 / / T / / / / / / / /'----//— / / 7 / /� / / / / 7- / / T / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 1 / / / / / / / / 1 / L / / / 1 / / / 1 / L / / © REV DATE DESCRIPTION %OF AREA CHANGED -7% / �, 1 / 1 -/ 7 /- /— — / 7 / 7 T /— / T T /— / T T / / 7 / / 7- / / /— / / / / r / / /� / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / � n aE.l3.zo GENT REVIEW // / // / / / // / / // / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / // / / // / / // / / // / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / IV/ y / / / / IM //, / , / / / / y/ / // / / // LK / /I F _ i / / / e 7/ / / , / /1 / // / / /7 / / ) /- i / , / / / , / , • / ,,„ 1, / e .c., // 1 A / / / 1 // I/ , , A //1 / Agf / i , / / // I /) ACI // / / / , , . „ , , 1 ii r p- - . I• I I 1E / _Z / ,iti H __,/ /. _/ II 7,._ _Z ,/___ /- / 7• 17- _/ 7- -- — — • r - - - - - - 1 i _ , , / 1 /1 z_. , / _/ _7, / _z ,z_ / / ---/ /• / i4' / / / / / / / / / C/ / / — — CHECKED BY: — ® ® 0 0 ARCH.PROJECT NO.: 1III Tom. AMB 19001 .0 *SHEET NAME: DEMOLITION EXTERIOR ELEVATIONS SHEET NUMBER: �ry� �yg` 1 II 11 I1 ,gPop � Iii "''- ' /4"= 1'-0" 1lalr, iI III glFl III IHid I ul N 1di dli llo EXTERIOR ELEVATION – 01 REMOVE AND LEGALLY DISPOSE OF (E) 10 (E) DRIVE-THRU WINDOW TO REMAIN. KEN MCCRACKEN, BUILDING SIGNS. CONFIRM HARDWARE TO REMAIN. REPLACE IF REQUIRED. ARCHITECT ® (E) BUILDING FINISH TO BE PREPPED FOR (N) 7. Architecture'Prcgram Management•Permitting NICHIHA SIDING, COORDINATE WITH 1 1 (E) STOREFRONT TO REMAIN, UON. CONSTRUCTION MANAGER, REFER TO PROTECT DURING CONS I RUCTION. 19120 SE 34TH STREET IA04.00 AND A04.01 . SUITE 1 15 12 REMOVE (E) STOREFRONT. PREP FOR WALL VANCOUVER,WA 98683 ® REMOVE (E}WAINSCOT TRIM BOARD. INFILL. PROJECT CONTACT:ERICK PETERSON PHONE:360.980.8258 ® REMOVE (E) EXTERIOR LIGHT FIXTURE. 13 (E) LOADING DOOR AND FRAME TO BE EMAIL:EPETERSONOPMDGINC.COM REMOVE WRING BACK TO SOURCE OR REPLACED. NEAREST J-BOX TO REMAIN IF NOT BEING USED FOR (N) FIXTURE. 14 (E)GAS METER TO REMAIN. ® (E)STANDING SEAM ANGLED ROOF TO BE i 5 (E) BUILT OUT TRASH ENCLOSURE TO REMOVED. SEE STRUCTURAL DRAWINGS. REMAIN. KEN MCCRACKEN,ARCHITECT ® (E) RED LIGHT BAND TO BE REMOVED. 10 REMOVE (E) STOREFRONT DOOR, PREP FOR SEAL: REPLACEMENT. (E) EXTERIOR BRICK O O REMAIN. �\ �DA" INSTALLATION OF (NURG STRIPS FOR INSTALLATION OF (N) NICHIHA SIDING. KENNETH JL-cd . /7 INSTALLATION MCCRACKEN Jt ® (E) DOWNSPOUT REPAIR AND/OR REPLACE • AS NEEDED. WA ® (E) ELECTRICAL SERVICE TO REMAIN. SEE j1�, License#5599 �� ELECTRICAL DRAWNGS. 0 3/25/20 NO SCALE DEMOLITION EXTERIOR ELEVATION KEYNOTES 1 - 4 FACADE CALCULATIONS ®CONSULTANT: (E) FACADE AREA 694 SF (N) FACADE AREA -843 SF AREA OF (E) FACADE TO BE CHANGED `�7 % 149 SF %OF AREA CHANGED 21% GLAZING CALCULATIONS (E)GLAZING AREA 51 SF 2096 - (N)GLAZING AREA 19 SF 7% 0 15'-4"A.F.F. %OF GLAZING--- --------CI-1 NGE ----- -13% _j (E)./T.O. LT BAND // / / // / / // / / // / / // / / // / / // / / // / / // 13'-0"A.F.F.$ // / / / / / / / / / / / / / / / / / / / / / / / / j- ,_ �_.._ �. _. �- % / 1E)T.O. PARAPET // / / i / / / / / / / / / ;/ / / / / / / / / / / / / / / / / / / / / / / / 4.111t // / / / / / / / / / / / / / / / / / / / / / / / / / / / /\ / / / / / / / / / / - / - - -/ 1 L L / / -� - / -y �� 9'-0"A.F.F. 131)IING6G ,• ,/ � � ;•� r �/ (E) B.O. SOFFIT ////1 / //.1 I// l(lior 0 / , Q .,./, ,,,, /j;/ / 1 e /4// ; .. / / o h �, // / /, //. — - - �� 7 / 2'-8"A.F.F. ' F. / (E)T.O.WAINSCOT �' / / / I • /, / / / // / / !' J( _ r/ 0-0"AF.F. FIN FLOOR I ® © 0 ® IV m 1 U MI will_ NJ 1/4"= I'-0" 1 3 5 , u EXTERIOR ELEVATION - _ ,___J Ln FACADE CALCULATIONS rN (E) FACADE AREA 694 SF . (N) FACADE AREA 841 SF ` 0 ___,N,'A ri. AREA OF (E) FACADE TO BE CHANGED I , //'/% 147 SF 0 7 ..„.. %OF AREA CHANGED 21% �... .Wv�.__,.w _ 0 15'-"A.F.F. CALCULATIONS { F)4.O. LT BAND c GLAZING (E)GLAZING AREA 205 SF 78% LA --/- --/—// , / / / / / / / / / / {N)GLAZING AREA 174 SF 67/0 i ,_ , / / / / / ♦ / / / // / / / / / / / / / /-7 / / 14'-0"A.F.F. _. © / / / / I t 96 OF GLAZING CHANGE -1 1% REV DATE DESCRIPTION /� // jT /��/— j �7 /7,// _/ / /'L�/- jT /¢ jT / /��/- © {EJ T.O. PARAPET // / / / / / / /� / / / / / / , / / / / / / / / / a / / / / / / / / / / / / // // / / // / / // / / // / / / Q / // / -/ / / / ' /. / —/ -X / -/ . / / / / / / / // / / / / / / / / / // / / / / / / / / T ./ / T / / / / / 7 / / / / / / / / ,/ / / / / / / / / / / / / / / / / / / ♦ / / / / / / / / / / / / / / / /. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / __W___. 7-0"A. S_ / j -z /- 1/ / z_ / / / / -/ FT/ 6 1- / -/- - / / -/ � / `/ _ %� ,- (E) B.O. SOFFIT FF . 7 // / // / / / 7 / 4/ / /� / I// ` \ 1//1 // , /7/ / / / / / // // / // / // , /// y / ( / ,/ I I/ 1 r/ / /' // , ( / / /-/ , v / , / / / / // , , A / y iy,,// / A ' /1 // ii // / , ,, / / // ,/ //// / I// , /. , ----�i.1 _ 2'-8"A.F.F. KI L V// /I (E)T.O.WAINSCOT 0Q // // // // /� DRAWN BY: CDG 1 i / . / A 0'-0"A.F.F,____Jii, III 0 I 1 ® FIN FLOOR CHECKED BY: - ® ARCH. PROJECT NO.: AMB 19001 .0 SHEET NAME: DEMOLITION EXTERIOR ELEVATIONS SHEET NUMBER: 1/4"- 1=0" 1 EXTERIOR - ELEVATION - GENERAL S. REPLACE ALL BROKEN FLOOR TILES IN KITCHEN,SERVICE AND DRIVE THRU ARE WINDOWS/DOORS: HATCH DESCRIPTION (E)STOREFRONT TO REMAIN, UON. FRAMES, 09 (N) METAL CANOPY.SEE STRUCRJRAL 1 a (N) LIGHT BAND. SEE ELECTRICAL KEN M c C RAC K E N, A DRAWINGS ARE BASED UPON WOOD FRAMING.UTILIZATION OF METAL STUDS STORAGE.OFFICE AND EMPLOYEE ROOM IN KIND. A SEE SCHEDULE FOR WINDOW AND DOOR TYPES. INCLUDING DRIVE-THRU WINDOWS AND DRAWINGS AND DETAILS ON SHEET DRAWINGS. ARCHITECT ON NON BARING INTERIOR PARTi11ONS, BULKHEADS AND SOFFITS IS T. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS SHOWN THROUGH-OUT B. ALL DOOR AND WINDOW OPENINGS DIMENSIONS ARE TO ROUGH OPENING. �E) EXTERIOR STOREFRONT MUST BE FINISHED TO MATCH [A04.11).VERIFY DIMENSIONS WITH Perrnlaing ACCEPTABLE. SET OF PLANS. THE ENTITY DOORS. CLEAN FRAME AND CONSTRUCTION MANAGER. 19 {E) BUILT OUT TRASH ENCLOSURE TO Arcromse•dam Management• B. ALL ATTACHMENTS MADE THROUGH E.I.F.S.SHALL BE BUSHED TO PREVENT FINISH SJQSTRATFS: GLASS, REPAIR AS REQUIRED. PROTECT REMAIN. DAMAGE TO THE FINISH. KITCHEN A MVIDE 1/2"THICK CEMENTMOUS BD. FROM FLOOR SLAB TO 12"AF.F.MIN. DURING CONSTRUCTION. 10 RE-INSTALL(E) DIGITAL MENU BOARDS. 19120 SE 34TH STREET C. AIL PENETRATIONS THROUGH E.I.F.S.SI-WL BE SEALED USING MFR'S. A G.C.TO REPAIR&OR PANTIE)CEILING GRID.GRID IS TO HAVE SMOOTH IN LIEU OF GYP. BD.ATOLL WADS EXCEPT SHEAR WALL SURFACES U.O.N. (N) EXTERIOR 20 (N)OFFICE DOORS TO BE INSTALLED, SEE SUITE 115 APPROVED METHOD. WASHABLE FINISH. B. ALLJOINIS,GAPS OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE 2 ERECT DUST 6ARRIER WITH I 1 (N) L�7u'�DING DOOR AND FRAME TO BE SHEET f108.00. VANCOSUI E,WA 9$6$3 D. VERIFY FINAL EQUIPMENT SIZES W/VENDOR PRIOR TO INT.WALL FRAMING. B. KITCHEN LIGHTS ARE TO BE REPLACED W/LED LIGHT FIXTURES.ALL FLXRJRES SPACES SHALL BE SEALED WITH'NSF INTERNATIONAL"APPROVED SEALANTS. O SWING GATE PLYWOODTO DUST B RRIER Wi DURING NLOADI SEE SHEET A08.00. �OU VE 1,WA 83 E. {)LIGHT EXTERIOR SOFFIT TO BE REPLACED W/ 100 WATT EQUAL LED W/ ARE TO HAVE LENSES. DOWN LENSE 0 SOFFIT PER BK STANDARDS. CONTRACTOR SWILL VERIFY C. ALL CEILING TILES KITCHEN,OFFICES,CHANGE ROOM&STORAGE AREAS ARE BUILDING DEPARTMENT: � I 1 E) INTERIOR CONSTRUCTION. PHONE:360.980.8258 FIXTURE QUANTITIES. TO BE REPLACED W/SMOOTH WAST-ABLE TILES W/WHITE VINYL FINISH. A WI SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 12 INSTALL NEW FRP ON ALL KITCHEN WALLS EMAIL EPETERSONOPMDGINC.COM F. PATCH,REPAIR AND PAINT(E)PLASTER 0 BOTTOM OF EXTERIOR SOFFIT WHERE D. ALL VISIBLE SURFACES IN KITCHEN. INTERNALLY ILLUMINATED EXIT SIGNS S!-TALL BE USTED AND LABELED IN 03 {E} ELECTRICAL MAIN SWITCH BOARD TO VISIBLE FROM PUBUC AREA TILE BASE TO T 111 OCCURS REPLACE WITH (N)EXTERIOR PLASTER. E. TO RECEIVE NEW WHITE FRP. ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN (N) INTERIOR REMAIN. SEE ELECTRICAL-DRAWINGS. REMAIN. G. RESTROOM WALLS,CEIUNGS AND FLOORS ARE SMOOTH, DURABLE AND ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND NONMBSORBENT.COVE BASE AT FLOORAWALLJUNCITON TO HAVE 3/8' RESTROOM CHAPTER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY O REPLACE SUBSTRATE BELOW WINDOWS 13 REPLACE ALL BROKEN FLOOR TILES RADIUS&MIN 4 HEIGHT SEE[DETAIL 13]ON��P09 00,. A REWORK/CAP PLUMBING AS REQUIRED FOR RELOCATION/DELETION OF WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN AFTER FRAMING INSPECTION. SEE FINISH KITCHEN,EPLACESERVICE BROKEN 1]RR TILES IN AREA, H. THE MEANS OF EGRESS, INCLUDING THE MT DISCHARGE,SHALL BE FD(TURE IN BOTH RESTROOMS SECTIONS 1013.6.1 AND 101 1.6.3, RESPECTIVELY.WHEN THE FACE OF i (N) PARTIAL HEIGHT SUBSTRATE UNDER FLOOR PLAN NOTES. STORAGE, OFFICE AND EMPLOYEE ROOM. ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF B. ALL FIXTURES, PART111ONS AND ACCESSORIES AT RESTROOMS TO BE REPLACED AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL MATCH DCIOFNG ADJACENT.EMP EGRESS IS OCCUPIED.THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT WITH NEW WITH ADA REQUIRED DIMENSIONS. HAVE AN INTENSITY NOT I FSS THAN 5-FOOTCANDLES(54 LUX). KEN MCCRACKEN,ARCHITECT BE LESS THAN I FOOT-CANDLE AT THE WALKING SURFACE LEVEL C. FLOOR AND WALL FINISH TO BE TILE AND CEIUNG FINISH TO BE SEMI-GLOSS (1013.3). (E) COOLER 05 (E) FLOOR SINK UNDER SODA MACHINE.TO SEAL: I. SEE[[C�HAPTER 6]ON X0.07] FOR BATHROOM ACCESSIBILITY REQUIREMENTS. PAINT ON GYP.BD.,SEE[A09.00] FOR FLOOR TO WALL TILE DETAIL B. ANY TIME A BUILDING ORA PORTION OFA BUILDING IS OCCUPIED, REMAIN. PROTECT DURING CONSTRUCTION. 14 (N)WALL LOCATION.SEE DETAILS ON SHEET F O DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES. D. BOTH RESTROOMS TO HAVE COVED TILE BASE. THE EMINANS OF AT AN INTENSITY S SERVING THE NOTOCCUPIED I FS PIEDTHAN RTION FOOTCAL BE NDLE DL.J_ 6 MODIFY(E) DCTERIOR WALLS. SEE jAfJ4.00] 7 00] �"`\�- A���/� J. SEE ILS ARE SEED ANDA00.07)C(FOR OTHER ACCESSIBILITY REQUIREMENTS. ILLU11 LUX AT THE WALKING SURFACE LEVEL(1008). wr f f - I N) COOLER DETAILS ARE LISTED FOR CODE COMPLIANCE PURPOSES HEALTH DEPARTMENT: { ] AND STRUCTURAL.DRAWINGS. 15 {N) SINK LOCATION. SEE PLUMBING L NOT USED. A ALL EXTERIOR DOORS AND RESTROOM DOORS SHALL BE SELF-CLOSING C. WHERE KEY-OPERATED LOCKING DEVICES ARE UED, POST A SIGN ON DRAWINGS AND SHEET(P�3.00j. `� KENNETH J. C' STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS B. SEE[DECOR SHHETS) FOR KITCHEN AND RESTROOM FINISH SCHEDULE. OR AL:]J GST TO THE REQUIRED MAIN EXIT DOOR WITH 1-1N MCC RAC KEN L {E) UI RO07 (N)TCIWER WITH NICHIHA PANELS. SEE REQUIRED LETTERING STATING "THIS DOOR TO REMAIN UNLOCKED WHEN x.00 AND gp4,01]AND��� 16 (N)TOILET LOCATION. SEE PLUMBING •M. M. REPAIR(E]GYPSUM BOARD AND OTHER FINISH INTERIOR WHERE DISTURBED BY DIMENSIONS: BUILDING IS OCCUPIED." (1008.1.9.3) THIS WORK A DIMENSIONS THAT ORIGINATE FROM (E}ELEMENTS OF THE BUILDING ARE D. WHERE KEY-OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON O DRAWINGS. DRAWINGS AND SHEET[A03.00). WA N. SEE ELEVATIONS FOR EXTERIOR FINISH. FROM FACE OF FINISH. ALL.OTHER DIMENSIONS ARE TO FACE OF STUD OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1-IN 8 NOTE: License#5599 st N NICHIHA PANELS WITH FURRING. SEE 17 (N)WALL INFILL MATCH EXISIING 0. SEE LOQ FOR DOOR SCHEDULE U.O.N. REFER TO FOUNDATION PLAN FOR FACE OF CONC. DIMENSIONS. LETTERING STATING:THIS DOOR TO REMAIN UNLOCKED WHEN (N) O INDICATESHATCHING AREA '9/ �(�O P. PROVIDE OUTLETS,AS INDICATED ON FINISH PLAN.CONNECT TO EXISTING B. DIMENSIONS NOTED AS'CLEAR"OR'HOLD"ARE MIN. REQUIRED NET BUILDING IS OCCUPIED." MANUFACTURES INSTALJATION ADJACENT MATERIALS. SEE SHEET [A07.00]. NOT INCLUDED OF �� CIRCUIT CLEARANCE FROM FACE OF OUTERMOST FINISH(WALL BASE,CHAIR RAIL.). INSTRUCTIONS AND DETAILS ON SHEET Q. PROVIDE BACKING FOR TV,VERIFY LOCATION WITH FINISH PLANS [A04.201. IN SCOPE. R. INSTALL NEW FRP ON ALL KITCHEN WADS VISIBLE FROM PUBUC AREA0 3/25/20 SCALE NO SCALE NO SCALE NO FLOOR PLAN NOTES _ I IIi PARTITION SCHEDULE _ _ 12 CONSTRUCTION FLOOR PLAN KEYNOTES - - CONSULTANT: 12•-4 1/2" (N}ACCENT WALL (N)TOWER ELEMENT 1 1(.0 . — \` / 1( I MI IIII 0 CO 9 72x42 EYP. MAN ZONE LNG I I � ! _ I i 1I I 10 -- - - - - EYP. I �� I 0 5'-7 1/4' I It ii 11 1 1"4 IIIIIIIIIMINIMI 11 . - - I - - 4imarimitimasisfi ,�. - _ _ _ _ ICAG;1114.11" - m ._ Cr"-.1 I I I I- I I J� ao 1 I I I J 1�'$' • I 8'-5; I a I — , } r �, LO a ter .> I d - -II I I !11➢)1 ® CORRIDOR - 0 ° �0 1 - Ott" _ 1 I E L - L - - .__ 2 J 2� J� I I ; " , III 0 BIB BE J I ` 1 AJ 40,.- . _ m / ' COUNTER _ � ? .11 ilMI ] igt, OFFICE �� � 0 1 ,% ; T 01 I 11 .1 1111 C WOMEN'S 'I ii - i 1 — — — P. ` i RESTROOM _ .i_. i PREP TABLE T- -7-1' � \� l/ 'K �� _ _ 3 }� . . 1 Ifin. { OVEN I 1 / 10'-7' ,� _ _ _ 4'-10" \,C 4-0 4'-ICY .0 I ,rti 1��voo aII O > F != 2f ffO 4 U rn N Nj 0 , I TABLE TAB'. — qui.K.; \v> ' ° ` 0 F- LL I 00 10) m / BOH �— I _ = N U 4 _ / I•.0 0 i ® 1 KITCHEN I� m CUSTOMER "N „ T -\. ,. O O m z I I .�, SERVICE PICK-UP _ ,�` �'\ ) ,Y �\ __ ry WALK-IN It'_' o �' ICE BIN ' I[ _ _ />C n — — — — �B� FREEZER 1 SINE: f c\)\v /\\,,,e> „( : 4.1 0._ ,— — _ — — 0 TV) Cc el r I - — — — OVEN FREEZER FRYER WARME2� r-rII C D SII � STORAGE ' I W 1 I v) — C I- _ \ I _Jams WALK-IN ry O REV' DATE DESCRIPTION I Z A 01.13.20 CLIENT COOLER v� I 1 1 I I 0 — I .0 TABLE , 1 0 - — 1 = = 1 = _ I PREP TABLE WARME, — _ PREP TALTLE 1 _.. I — __J. — 'i - _ _t = = „ - _ - T - tel 90# —ii � 4 I I ,,,, �....J DRIVE-THRU — f - - ., L L i DRI. ;I — - 1r- �I I .. i'`�.: I II ( I It) I I I L - - _ O - _ �_ _ _ _i__ - I Q • (N) LIGHT BAND 1 _ I I `� 1 I 1 ( 12-1' t, ,. 1111111111P L J (N)TOWER ELEMENT DRAWN BY: CDG 0 CHECKED BY: — ARCH. PROJECT NO.: 13'-6 I/2” {N)TOWER ELEMENT 1 AM B19001 .0 {E}j93;8" SHEET NAME: STUD TO STUD CONSTRUCTION FLOOR PLAN SHEET NUMBER: 1/4"= 1'-0" 1j0i111 L �� 16 ullllunmu ® [Q1,&C0�';IS°��� CT'I��;�,i L.=1±�!R PIAN 1 r3A4" HATCH DESCRIPTION ® EXISTING COMPOSRION ROOFING AT CI MODIFY(E) SCUPPER AND OVERFLOW AS REF. ELEVATIONS IV T.O. COPING :f' NVERTICAL PARAPET WALL TO 13E REMOVED. REQUIRED. KEN McCRACKEN, PREP FOR NEW DURA-LAST ROOFING. ARCHITECT /f / I i E) PARAPET ®2 INSTALL(N)CANOPIES. SEE STRUCTURAL 10 {N} ILLUMINATED PARAPET LIGHT BAND. Program. „Management.Permitting � DRAWINGS AND ELEVATIONS. 19120 SE 34TH STREET / + u�i�rrriiuir (N) PARAPET SURE 115 3 (E) ROOF HATCH TO REMAIN. VANCOUVER,WA 98683 ® (E)CRICKET. REPAIR AS NEEDED. PROJECT CONTACT:ERICK PETERSON PHONE:360.980.8258 EMAIL EPElERSONSPMDGINC.COM ® (N) PRE-FINISHED EXCEPTIONAL.METALS (2) I j TWO PIECE EDGE FLASHING. / / - O PROVIDE REPLACEMENT np SINGLE-PLY ROOFING CIVERLA D 'f:' EXCEPTIONAL METALS EDGE FLASHING. LED PARAPET LIGHT PROVIDE CONSISTENT ROOF SLOPE. NEW KEN MCCRACKEN,ARCHITECT / ;/'\ ADJUSTMENT BI?ACxEr 6AIVD 6YAPPRONm ROOFING IS TO OVERLAP BY 12"AND BE rSEAL:NAMMINNIMMINNIMINIMMIIM I �, STEEL) j ►� EMBEDDED IN CON11NUOUS MASTIC TO ,, PROVIDE WATERPROOF SEAL ALL ROOF REPAIRS ARE TO BE TESTED FOR WATERTIGHT OD ARe/i5„ • / CONDITION FOLLOWING COMPLETION. INSTALL PER ROOFING MANUFACTURER KENNETH J. 41/2"�4RECOMMENDATIONS. MCCRACKEN J ° ® (E)EQUIPMENT TO REMAIN. • + - _ " WA Ip License#5599 \,5 8® VERIFY LOCATION OF EXISTING ROOF ,� DRAINS AND CLEAN AND REPAIR/MODIFY AS /7/� Cd — — REQUIRED. OF � Ei�� ,, 03/25/20 10 PARTITION SCHEDULE _ NOSCALE I. ROOF PLAN KEYNOTES _ NOS , i� i Jr. Ilii ,',.CONSULTANT: V ' :"" PARAPET LIGHT BAND DETAIL _ 3"= 1-0- 20 0 E —1 ( 20 0 2. r � T —ITYP. ( I i1 I IIIIIIIIIIIIIIMRffgteaoAkkWeMakSVMWIR el Y I i ®.,. TYP. ( I .. .. ( I41fC•61/lid i CO© " " _ - - TYA. T.O. {N} PARAPET 20-0" TyP T.O. (N} PARAPET \ T.O. {N}PARAPET 7 O. (N) 2020 LT BANDP `1111111011" 12) 18-0" I I I - r T.O. (N) 2020 LT BAND - - , ___ J _ _ _, 0 I ( EMS I I (7-- /7 ____ f WI 1 - gyp 4. �� 0 -.' 2 Gad: Ori_p "R Nj RTU-2 20-0" U r „ . T.O. (N) PARAPET 0 ml __ _1 ii __ — -- - - - - - - - —I e 4 11`1°-..A1441 - 0 7 C3N 1 alt 1.1) 6 rrr RTU i 1 I rn .., = ,. ..__ ,.. ,.„ , m v) Fr_ ,_ . i • .. " , �_ 1$-0" I 0 REV DATE ' DESCRIPTION T.O. (N) 2020 LT BAND _ iHS 18'-0' © 9 - „ I-- I I T.O. (N}2024 LT BAND 0 —� A of.13 20 aievrr i • ! �i t O Q 1— T.O. (N) PARAPET 16'-2" a‘mor 1 � i _ el ( m I i ( y I Tom. L J ---- k0z J I I0 I 20'-0"0 I I T.O. (N} PARAPET L _I DRAWN BY: CDG \-® CHECKED BY: - ARCH.PROJECT NO °k,,e r AMB 19001 .0 SHEET NAME:1111111111111111111111111.111111111 ROOF PLAN SHEET NUMBER: � ,111117 iuui ! 1111111 CONSTRUCTION FLOOR PLAN 1/4"= 1'-0" �',0�ol1 (� uI1) ,, . IIIIII utmi m3 D SEE ACCESSIBILFTY SHEETS O PROVIDE WAIL BLOCK AT AIL GRAB BARS AND KEN MCCRACKEN, FOR ALL REQUIRED WALL MOUNTED FIXTURES. SEE DETAIL 14. FIXTURE DIMENSIONS ARCHITECT - -� O (E) FLOOR DRAIN. SEE PLUMBING SHEETS. Nchitectue•Program Management•Pennitang SEE Af05.0 FOR FINISH SCHEDULE O DOOR AND JAMB, REFER TO DOOR 19120 SE 34TH STREET SCHEDULE A09.0 FOR HARDWARE AND SUITE 115 j0"A.F.F.�j RESPONSIBILITIES VANCOUVER,WA 98683 1-- I B.O. CEILING Y PROJECT CONTACT:ERICK PETERSON C )--- I CT-28G �� f GR-15G I CT-30G 04 ACCESSIBLE SIGNAGE, REFER TO DETAILS ON PHONE:360.980.8258 I A0O.07 EMAILEPETERSC?N®PMDGINC.COM / ._ - Q --- -- GR-15G 1 t TYP. --__._.... Q i� CT-28G / � GR I SG B . . - CT-28G _ - I IGT-15G - B -- I GR 15G - . _ -ius TYP. \ .1) - _ - A �t KEN MCCRACKEN,ARCHITECT �� � � -_._._ � � _ ___ _ - � '1 06,0 SEAL: nr `n O I - I- ■1■I KENNETH J. r J TR-1G MCCNETH J. TYP. ...___. i \ I • • �� CT-27G ) GR15G �' WA ^" TYP. TYP. FINISHED FLOOR �zx License 5599 TR 2G I P D P MI -97,c, CC� 0 © TYP D OF �� 03/25/20 ENLARGED RESTROOM ELEVATION 3/8 - 1 -0 1/4"= 1'-0" $ RESTROOM KEYNOTES4 SEE ACCESSIBILITY SHEETS 1. HARDWARE AND OPERATING CHARACTERISTICS OF ACCESSIBLE STALL ARE TO CONFORM TO CONSULTANT: FOR ALL REQUIRED ALL CURRENT APPLICABLE ACCESSIBILITY REQUIREMENTS. FIXTURE DIMENSIONS - 2. REFER TO PLUMBING SHEETS FOR SPECIFICATION OF RESTROOM FIXTURES. 3. ALL WALL MOUNTED PLUMBING FIXTURES ARE TO BE SUPPORTED BY IN-WALL CARRIERS, SEE SEE A05.0 FOR FINISH I PLUMBING SHEETS. SCHEDULE 4. FOR INTERIOR FINISHES, REFER TO INTERIOR DECOR SHEETS. *7'-10"AF.F.01 5. PLUMBING FIXTURES TO BE PROVIDED BY THE GENERAL CONTRACTOR. _- I I _ 8.0. CEILING 6. ALL PLUMBING FIXTURES, FAUCETS AND ACCESSORIES TO BE ADA COMPLIANT ! [7:30G �� O 28Gr_______ C C 7. ALL EXPOSED PIPING UNDER LAVATORIES TO BE INSULATED TO PROTECT FROM CONTACT. GR I5G ti 1156 GR-I 5G F , THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. Q TYP. 11)1'. ,- C E - TYP. C CT-27G _ -- B .)-\ GR-15G - 7-CV) �; G B TYP. -- . -... A OM - .-- _— 0 > L tiJ{ O 7 .. .1 '-'7' f� � LV.i3" g - - -T 1 R TR-1G u / �I _y 1 GR-15G CT-27G ___72— I (JpbW 1 Imo_ , I I I I o'-0"A.F.F.AFF TYP. TYP. FINISHED FLOOR 11-1 I TR-2G 1 © O © D P ) 1(10 0 TYP. Cl.k) B (F) ENLARGED RESTROOM ELEVATION 3/8 = 1'-0,. I/4'= 1'-0• 7 RESTROOM GENERAL NOTES 3 MANUF. MODEL ROUGH OPENING IN ALL CASES, BLOCKING IS TO BE ITEM DESCRIPTION NO FINISH W.x HT.x D. POSITIONED SO THAT ATTACHMENT SCREWS ENGAGE BLOCKING WHEN ATTACHED ; C A ) 36"GRAB BAR BOBRICK STAINLESS SURFACE THROUGH STANDARD MOUNTING HOLES ` B-5806x36 STEEL MOUNTED PROVIDED WITH DEVICE. BOBRICK STAINLESS SURFACE - ...__. .. v.. C B ) LIQUID SOAP DISPENSER B-21 1 1 STEEL MOUNTED WALL FINISH PER ( SURFACE WALL FINISH PER � INTERIOR FINISH - B HAND SANMZER ECOLAB MOUNTED INTERIOR FINISH SCHEDULES. 5'-7 1/4" go MIRROR(TEMPERED GLASS) BOBRICK STAINLESS SURFACE i SCHEDULES. r / 8-1651836 STEEL MOUNTED 1 I g ) D DOUBLE-ROLL TOILET TISSUE SUPPIJER SURFACE I ATTACHGRABBAR TO I ) DISPENSER PROVIDED MOUNTED LI ! ATTACH DEVICE TO B ) (N �., �, .�MFR. 1WALL PER SEMI-RECESSED WASTE BOBRICK STAINLESS _ .q - SPECIFICATIONS t i i y MANUFACTURER'S 1 © RECEPTACLE B-3644 STEEL 16'x 29.25'x13" NJ =j-WALL -1/4"O S.S. �' SPECIFICATIONS -•—•..1 117- SUPPLIER SURFACE GRAB BAR I = C ) © PAPER TOWEL DISPENSER PROVIDED MOUNTED L� ,� I _ MEN'S 3 a Q TOILET SEAT COVER DISPENSER �B 13 K I ' -- - " I ° qg ROOM I B NEVAMAR VENERABLE , , 0 Q URINAL SCREEN -/_-_-_-_ W BRICK OLD OAK : 171 '1. k - _ , , 1 , 4. v SANfIARY NAPKIN DISPOSAL B3 BOSTABRICK LESS RECESSED P q coo v, , 1 CD � 7 �13� ci-D �7 . ! `r' L0 Z * , ` �__ ' Q Z _i 1 1/2" i__ D g Q DOOR MOUNTED COAT HOOK BOBRICK STAINLESS SURFACE - M ii I . A06,p © . 13{6717 STEEL MOUNTED �! •r� n Ln n V � V �� ©©' , KOALA KATE SURFACE M � „r. [ " FIXTURE.ASSESSORY, SHELF, - . , Q Q BABY CHANGING STATION #KB 110-SSWM or GREY MOUNTED OR DEVICE PER PLAN. - 7� j "D Lon H- #KBzoo-01 GRAB BAR ;Q • 1'- " O LAVATORYFAUCET WTERROMCAE0 ( )FIxruRELYicEs � t MIN.1tt 0 REV DATE DESCRIPTION 3"= 1'-0" \ G © WATER CLOSET A __.- 01.)3.20 QJFJNTIIEW TYPICAL SUPPORT BLOCKING 05-1NTR-A1 14 14 022118 AI IN WATER CLOSET-ADA I © - - REFER TO INDMDUAL DETAILS AND O ) URINAL-ADA MFG INSTALLATION INSTRUCTIONS FOR 41g. 0 Typ, B DGLACIER P REQUIRED SCREW TYPE TO ATTACH CP ) LAVATORY WHITE 11)1 ITEMS TO BLOCKING.WHEN NOT \ /6,, 6' SPECIFICALLY INDICATED USE MIN. #8 q' 41211 C DOUG MOCKETT STAINLESS SURFACE - - - 1., { R ) WALL MOUNTED COAT HOOK O SELF TAPPING SHEET METAL SCREWS. WOMEN'S �''"" CH23 STEEL MOUNTED ▪ C i /I BOBRICK 13.25"x 10.25"x • ryp -��� O ROOM I © HAND DRYER WHFTE O I BLOCKING IS FOR ELEMENTS - 11) ` \ D -. B B-709 7.5" WITH A MAX.VERTICAL LOAD „ _ O Alt B METAL TOILET PARTmON BAK ENAM. CEILING BRACED,, OF 100 LBS PER L.F.ATAI-_-- SYSTEM WITH HEAVY DUTY(HD) BRADLEY MILLS ROYAL BLUE W/FULL-LENGTH d I I I MAX. OF 7" FROM THE FACE 1.4 �� 1 I SERIES 700 I I OF WALL ` HARDWARE 0260 WALL BRACKET O I I I HOSE HOLDER I IMO I BOBRICK STAINLESS SURFACE �/ I 1'4- Q 18"GRAB BAR &5806x18 STEEL MOUNTED I8-5806BOBRICK STAINLESS SURFACE DRAWN CDG © 42" GRAB BAR I ...*.NN> \I I B-5806x42 STEEL MOUNTED CHECKED BY: - 1 to ,11 ARCH. PROJECT NO.: I I , IAM B19001 .0 NOTCH TRACK \I I I SHEET NAME: AT EA STUD. I 8 GA. BACKING TRACK. LENGTH+SIZE AS III ENLARGED SPECIFIED IN DETAILS \' RESTROOM PLAN ATTACH TO EA. STUD W/ (3)#8 PAN HEAD SCREWS. �.� m.._ METAL STUD FRAMING SHEET NUMBER 3"= I,-0' 1 3/8"= I'-0" NO SCALE A03.00 BLOCKING DETAIL 05+0700-14 13 ENLARGED RESTROOM PLAN L 5 RESTROOM ACCESSORY SCHEDULE 1 0222.19 I, ALL SIGNAGE UNDER SEPARATE PERMIT. EXTERIOR FINISH SCHEDULE Ol (N) BUILDING SIGNAGE. UNDER SEPERATE 10 STOREFRONT&DOOR COLORS SHALL MATCH. - KEN McCRACKEN, PERMIT, APPROVED STOREFRONT COLORS SHALL BE 2. NOT USED SYMBOL AREA MANUFACTURER COLOR SWATCH SILVER OR BRONZE. COLORS SHALL BE ARCHITECT • ® (N) LIGHT FIXTURE. REPLACE (E) TIGHTS WITH CONSISTENT AROUND THE BUILDING. Althisectie.ProgramMalagement,Perrrskting 3. NOT USED. I ECT-1G EXTERIOR CERAMIC TILE GRANITE FUWDRE RED NATURAL111.1111111111111.111 (N) LED LIGHTS,TYP. SEE ELECTRICAL WINDOW MULLIONS CAN BE REFINISHED DRAWINGS. WITH ESP OF APPROVED COLORS OR 19120 SE 34TH STREET 4, EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED, EF-1G J EXTERIOR FINISH FIBER CEMENT NICHIHA DESERT DUNE-PPG 1023-4 CLADDED WITH ANODIZED BREAK METAL SUITE 115 (N) METAL CANOPY. SEE STRUCTURAL STOREFRONT DOORS CANNOT BE PANTED. VANCOUVER,WA 98683 I 5. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED EF-9G EXTERIOR FINISH FIBER CEMENT NICHIHA CEDAR DRAWINGS, STOREFRONT DOORS WITH COLORS OTHER PROJECT CONTACT:ERICK PETERSON THAN THE APPROVED SHALL BE REPLACED. PHONE:360.980 8258 TO MATCH NEW STOREFRONT. - O4 (E) GAS AND(E) ELECTRICAL EQUIPMENT, EMPJL'EPEfERS360.98 .8258 COM TR-1G OUTSIDE CORNERS OF WALL TILE SCHLUTER SATIN NICKELANODIZED ALUMINUM INCLUDING EQUIPMENT ENCLOSURES TO BE I 1 REQUIRED FOUNDATION DONATION BOX, TO 6. SEE SHEET A04.20 FOR NICHIHA SIDING DETAILS. -- " - PAINTED. BE PLACED AT PAY WINDOW AND PICKUP 7. NOT USED, J EP-2G J EXTERIOR PAINT PPG DESERT DUNE-PPG 1023-A WINDOW. O5 (N) LIGHTBAND. SEE ELECTRICAL DRAWINGS MODEL DTI 523K 8, PROVIDE BLOCKING FOR SIGNAGE, TREWS AND CANOPY, EP-4G ) EXTERIOR PAINT PPG __IMONTEREY CLIFFS AND MANUFACTURES INSTALLATION MANUFACTURED BY W1x/WAYNE. INC INSTRUCTIONS. CONTACT WAYNE SPENCER: 813-909-0000 9. DURO-LAST TERMINATION BAR SHALL BE DARK BRONZE. I MC-1 G J METAL COPING W.P. HICKMAN SYSTEMS INC. SILVERSMITH KEN MCCRACKEN,ARCHITECT 0 NEW TOWER ELEMENT, NICHIHA ARCHON 12 (N)SERVICE DOOR AND FRAME, PAINT TO SEAL: VERTICAL SEAMS SHALL BE MINIMIZED. WHEN MATCH EXTERIOR WAINSCOT. MC-2G METAL COPING W.P. HICKMAN SYSTEMS INC, PAINT TO MATCH EP-2G nD CENTER F ARCHON.VERTICAL SEANA IS REQUIRED, REAMS SUHALL BE IN 13 (E) BUILT OUT TRASH ENCLOSURE TO REMAIN. \���� `�,f c I MC-3G ! METAL COPING W.P. HICKMAN SYSTEMS INC. PAINT TO MATCH EP-8G CAULKED. INSTALL PER MANUFACTURER'S UPDATE FINISHES TO MATCH WAINSCOT. ��� SPECIFICATIONS. SEE STRUCTURAL DRAWINGS. KENNETH J. MP-3G METAL CANOPY CUSTOM METAL CANOPY CLEAR ANODIZED 14 (E) BRICK TO REMAIN, REPOINT BRICK AS MCCRACKEN J 3 7O STEEL PIPE BOLLARD PANT WHERE OCCURS, REQUIRED TO REPAIR WEATHERING AND • •• MP-4G METAL AWNING/STANDING SEAM ROOF BERRIDGE ROOFING PREMIUM METAWC"ZINC COTE DECAY IN TIDE JOINTS. PREP FOR PANTING. WA di License#5599 EB-1AJG I EXTERIOR BRICK NICHIHA CANYON BRICK MONTEREY CUFFS ® 15(E) DRIVE THROUGH WINDOW TO REMAIN. (N)STOREFRONT DOOR AND HARDWARE. SEE �' �� SHEET A08.00. -7/7--- �I O�� ® IN) BRONZE SCHLUTER STRIP AT ALL OUTSIDE TILE CORNERS AND TERMINATIONS,NP. 03/25/20 3/25/2O GENERAL NOTES NO SCALE J2o FINISH SCHEDULE NO SCALE 12 EXTERIOR ELEVATION KEYNOTES NO SCALE 4 1. T . . >._ . .... >_,� .. . '.. .. _ CONSULTANT. MC-3G EF-9G0 M s-i 1 S-1 watii1 �, C 3G 0 0 0 0/110 0 CLCL EF-9G EF-1G _ .. .. r.: . .. _._ MP 3G r.o.PMiAPEf rEF-1G 18-0'/IF.F. . ' T.U.2�T20 LT no_ 0 16'2'AF.F. r T.d.PARAPEi� j MP-3G1 Ti EQ r — EQ x MP-3G _......., _ .._ _ f c. , ..„ Illri 4 t #01016ina R EO EQ 4 t EQ EQ- la-0'AF_F. _ ..6. B.O. eAND 0 la I- - - - -1 I" - - -1 r — _ — l T.O.STOREFRdNFi 0_ pojiteri ____ _ _,f I I I I I I— — — — � mss_ K_ r _ — � ,_i I I I I Li I "i i wi a MB alitiiiii--Ma'r - 0." Mt '- i 1 III IIII I �II I I to I ► I I ' i i F u i 1111 IIIM aTO.-0AF.F.0_ ' SLAB VP I EP-2G .YEP-4G 0 EB-T AG EB 1 AG EP-4G EP-2G RIP �._E �.9.. . 0 0011) I EP EP4G O EP U rrHNI 0 LE -,--,-, EXTERIOR ELEVATION - DRIVE THRU 1/4"= 1 -0" 2 �' _ L-J M r\H. 0 :rrhi 0 LAI> S-1 EF-9G MC 3G I O -9G SI EF 0 MC-1G 0 � �. MGl G MC-1 G 0 AF.F T.O,ftATE f EF-1 G MC-2G _ -..... EF-I GUM REV DATE DESCRIPTION AF.F 4, ;, aBCfIIEYEW B'-0' , 41 T.O.20/20 LT IA1+ID — w. - ------__ .�.� __— : -.- - , ,,::1r 0 - Ol 1320 t I (.6." ' ii-frIT.O.PA1tAPET - \ . I MID-3G I 0 \444.444...: , S3 I MP-3G I MP 3G p h'" ci _ . .. ..,. , ... . , //��ff0 0 W \ \ /21 J Vim - _ 8.4.L� > - 9'-0 STZ?REF -�-- T.O. RdNi I - = ! I I I 10 10 10 DRAWN BY: CDG 10 CHECKED BY: - t�,', ,l Ila �' - ARCH. PROJECT NO.: � _- - - 190010 x - i SHEET IMMEN111 MED NAME To A.F.. 1 , EXTERIOR ® EP-4G ® EP-4GEP-2G EP-4G ® EP-4G A EP-4G G . ELEVATIONS �.._... I EP-4G EP-2G..... SHEET NUMBER: /4"= 1'-0" 404.00 EXTERIOR ELEVATION - ENTRANCE _ 1 I. ALL SIGNAGE UNDER SEPARATE PERMIT. EXTERIOR FINISH SCHEDULE 1 (N) BUILDING SIGNAGE. UNDER SEPERATE 10 STOREFRONT&DOOR COLORS SHALL MATCH. KEN MCCRACKEN, PERMIT. APPROVED STOREFRONT COLORS SHALL BE 2. NOT USED SYMBOL AREA MANUFACTURER COLOR SWATCH SILVER OR BRONZE. COLORS SHALL BE ARCHITECT ® (N) UGHT FIXTURE. REPLACE (E) LIGHTS WITH CONSISTENT AROUND THE BUILDING. Archamlve•Program Management•Pemwing 3. NOT USED. ECT-1G EXTERIOR CERAMIC TILE GRANITE FIANDRE RED NATURAL (N) LED LIGHTS,TYP. SEE ELECTRICAL WINDOW MUWONS CAN BE REFINISHED DRAWINGS. WITH ESP OF APPROVED COLORS OR 19120 SE 34TH STREET 4. EXISTING STOREFRONT FRAME AND GLASS SHALL BE CLEANED AND REPAIRED AS REQUIRED. EF-1 G EXTERIOR FINISH FIBER CEMENT NICHIHA DESERT DUNE-PPG 1023-4 CLADDED WITH ANODIZED BREAK METAL SUITE 1 15 03 (N) METAL CANOPY. SEE STRUCTURAL STOREFRONT DOORS CANNOT BE PAINTED. VANCOUVER,WA 98683 !! EXTERIOR FINISH FIBER CEMENT NICHIHA CEDAR DRAWINGS. STOREFRONT DOORS WITH COLORS OTHER PROJECTCONTALT:ERICK PETERSON 5. NEW STOREFRONT FRAME FINISH SHALL BE BRONZE FINISH. EXISTING FRAMES TO BE PAINTED I EF-9G THAN THE APPROVED SHALL BE REPLACED. PHONE:360.980.8258 TO MATCH NEW STOREFRONT. 0 (E) GAS AND (E) ELELI RICAL EQUIPMENT, EMAIL EPETERSONOPMDGINC.COM TR-1 G I OUTSIDE CORNERS OF WAIL TILE SCHLUTER SATIN NICKEL ANODIZED ALUMINUM INCLUDING EQUIPMENT ENCLOSURES TO BE 1 I REQUIRED FOUNDATION DONATION BOX,TO 6. SEE SHEET AC14.20 FOR NICHIHA SIDING DETAILS. PANTED. BE PLACED AT PAY WINDOW AND PICK-JP 7. NOT USED. EP-2G i EXTERIOR PAINT PPG DESERT DUNE-PPG 102314 WINDOW. O (N) UGHTBAND. SEE ELECTRICAL DRAWINGS MODEL DT1 523K 8. PROVIDE BLOCKING FOR SIGNAGE,TREWS AND CANOPY. EP-4G EXTERIOR PAINT PPG MONTEREY CUFFS11111111111111.1111 AND MANUFACTURES INSTAUATION MANUFACTURED BY WV WAYNE. INC INSTRUCTIONS. CONTACT WAYNE SPENCER: 813-909-0000 9. DURO-LAST TERMINATION BAR SHALL BE MC-1 G METAL COPING W.P. HICKMAN SYSTEMS INC. SILVERSMITH KEN MCCRACKEN,ARCHITECT O NEW TOWER ELEMENT. NICHIHA ARCHON 12 (N) SERVICE DOOR AND FRAME, PAINT TO SEAL: .�. r, 140'14.c--, %.*-4.44*,,,-41. VERTICAL SEAMS SHALL BE MINIMIZED. WHEN MATCH EXTERIOR WAINSCOT. MC-2G METAL COPING W.P. HICKMAN SYSTEMS INC. PAINT TO MATCH EP-2G `' 5 - ° ' .- .. VERTICAL SEAM IS REQUIRED,ALIGN SEAM IN C ; f ....,:,-,P;•:,,,.:,: CENTER OF ARCHON. SEAMS SHALL BE 13 (E] BUILT OUT TRASH ENCLOSURE TO REMAIN. '0-- A�C4, MC-3G ] METAL COPING W.P. HICKMAN SYSTEMS INC. PAINT TO MATCH EP-8G {` . ss.:4,-..-1::,'` # . CAULKED. INSTALL PER MANUFACTURER'S UPDATE FINISHES TO MATCH WAINSCOT. KENNETH J. `�n Y SPECIFICATIONS. SEE STRUCTURAL DRAWINGS. MP-3G I METAL CANOPY CUSTOM METAL CANOPY CLEAR ANODIZED Lifj (E) BRICK TO REMAIN, REPOINTBRICKAS c - MCCRACKEN O7 STEEL PIPE BOIJ_ARD PANT WHERE OCCURS, REQUIRED TO REPAIR WEATHERING AND • • MP-4G I METAL AWNING/STANDING SEAM ROOF BERRIDGE ROOFING PREMIUM METAWC"ZINC COTE" NP. DECAY IN THE JOINTS. PREP FOR PANTING. WA (� License#5599 EB-IAG I EXTERIOR BRICK NICHIHA CANYON BRICK MONTEREY CUFFS ® (E) DRIVE THROUGH WINDOW TO REMAIN. 15 (N) STOREFRONT SHEET 08.00. DOOR AND HARDWARE. SEE CJ}�� 9��0\ ® (N) BRONZE SCHLUTER STRIP AT ALL OUTSIDE Y 0 TILE CORNERS AND TERMINATIONS,TYP. 0 3/25/20 • GENERAL NOTES _ NO SCALE I 20 FINISH SCHEDULE NO SCALE 12 EXTERIOR ELEVATION KEYNOTES NO SCALE 4 CONSULTANT: EF-9G MC 3G EF-9G S-I 20-041,f T.O.PLATE EF-1G I - S-1 . iB-0•AF.F. . T.O.20120 is BAWD • - 1111111""H- r� -- - mirmitracw f ip 0 0 MP 3G L U\ /I B.O.CANOPf i ,_ .......... 9-0'AF.F. py 4E �; 24 . 10 [CTRL. DIM] 0 i i 0 C '\: h0'-0'.O._AF.FSLAB. Ms T EP-2G I EP4G I EP-4G I IEP-2G � I I EP-4G I M , ti L_ EXTERIOR ELEVATION - REAR - 1/4"= I'-0" 4 z - U N mom O O 6 L w z w - ry f � 5-1 S-1 S-1 MC-3G MC:,-,3_ EF-9G G L11 in f ' I EF-9G zo-0 AF.F. MC I G EF-1G T.o.PLATE \ t MC-2G S-1 t . . . REV DATE ..144,...r..r..ON 7.0.20/20 LT BAND 7 01.13.20 aBdT REVIEW 00 MP-3G } 1' I/ \\\) /, MP-3G _f:\\\1:-7 � ..----., .-----N. f f Y B.Q. ,:zi,Y ..--, _�A.:a . :.w I . 0 4-O AF.F. _ T.O-STOREFRONT . ___ _ —.—. B.O. •CANOPY 0 I MP-3G I 10MP-3G 10 10 DRAWN BY: CDG CHECKED BY: — LARCH. PROJECT NO.. .. 0 :.----- �«®_____®s____� AMB 19001 .0 It SHEET NAME: YO.STAB ECT IG EXTERIOR I I O EP-4G EP-2G I ® EP-4G 34 ELEVATIONS [CTRL. DIM] ®SHEET NUMBER: EXTERIOR ELEVATION FRONT - 3 oA i 1 KEN McCRACKEN, ARCHITECT A •Program Management•Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER,WA 98683 PROJECT CONTACT:ERICK PETERSON PHONE:360.980.8258 EMAIL EPETERSONOPMDGINC.COM KEN MCCRACKEN,ARCHITECT ''=SEAL: .0_DASic� KENNETH J. C) MCCRACKEN • • WA (l„,), License#5599 U(..\ f (E)PARAPET BAND ': 1E)PARAPET BAND TO BE REMOVED (E)ADJUSTMENT BRACKET TO BE REMOVED (E)ADJUSTMENT BRACKET 03/25/20 � TO BE REMOVED , TO BE REMOVED 1 I 4 " - 1E)PLYWOOD ®CONSULTANT: `,4 (E)PLYWOOD �; / '. f PREPARE ROOFING PREPARE ROOFING / AS REOD. AS REO'D. F I (E) INSULATION \ r (E) INSULATION I 8 ....._„,, 1 1, I68-6 _l_s ) t) 1 c. ....) , .t, I1 -_____ - 11. 1 i ..._ H` I.4f I 11 I:m WI 111111111111111MMON11111111111111111111111111.11111MMI1 FIs VAlk . _ r,.,.r,. .,,.r. . ... .. .t . r w. . .... . . 7 I E GYPSUM (E DROP (E)TRUSS r {E) GYPSUM (E) DROP {E)TRUSS , TO REMAIN CEILING 111C107 CID (E) STANDING SEAM ANGLED r TO REMAIN CEILING {E}STANDING SEAM ANGLED ROOF TO BE REMOVED, SEE - I r {E) HEADER ROOF TO BE REMOVED, SEE (E) HEADER STRUCTURAL. ,---_,_h' TO REMAIN STRUCTURAL. TO REMAIN 1 f.. ice; I�`1 7II---(-2, • �� 1 Imo. tel, II�� . ----_. (E)ALUMINUM 14 _ STOREFRONT TO REMAIN0 r\1 7 Z - U N'' (E) FRAMING TO REMAIN (E) FRAMING TO REMAIN --, � m n r� C (E) SUBSTRATE TO)(1 (E) SUBSTRATE TO �� REMAIN Ti- 1, REMAIN (E) BRICK TO REMAIN -� ■ 0 4 {E) BRICK TO REMAIN •------, Oalitios.,,, Z CN n", E FOUNDATION AND <+ E ( ) (E) FOUNDATION AND (E}CONCRETE SLAB, G.C.TO VERIFY (E) CONCRETE f SLAB, G.C.TO VERIFY p SIDEWALK TO REMAIN CONDITION. SIDEWALK TO REMAIN f. CONDITION. C P V) I I 1 1 L1,_ REV DATE DESCRIPTION 1 / 1 '1 11 -y / 1 Q 01.13.20 atErvr mew 1 I I I II DRAWN BY: CDG CHECKED BY: — ARCH.PROJECT NO.: 3 ,` x AM B19001 .0 *SHEET NAME: ::--t ' .7..--, _-,,,,-A. ;r: -;,. WALL SECTIONS AND DETAILS ▪SHEET NUMBER: warveamiolawasal ildl+ Lif`3/4"= I'-0•' 3/4"= 1'-0" 1 A ,I11di, II WALL SECTION _ 9 WALL SECTION - ,,, 1i m u I KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER,WA 98683 PROJECT CONTACT:ERICK PETERSON PHONE:360.980.8258 EMAIL EPETERSONOPMDGINC.COM 20 A02.50 I KEN MCCRACKEN,ARCHITECT Fa LED PARAPET LIGHT ADJUSTMENT BRACKET LED PARAPET LIGHT SEA ��.�• �-� - �"` :�„-� SUPPLIER ROVED ��- (16 GA STEEL) BAND BY APPROVED \ ADJUSTMENT BRACKET D \ SUPPLIER (16 GA.STEEL) �,(�k� A 4C� 1\ \ .---.Q ` KENNETH J. MCCRACKEN \-\ - 1 �' f-) License#5599 ,y>7ZAZA\- 9 s. I\ (N) 2x FRAMING F OF J\ 03/25/20 PLYWOOD (N) 2x FRAMING, 1� SEE STRUCTURAL. ��--\ I `V PLYWOOD " (N)2x BRACING AT 16" (N)2x BRACING AT 16" O.C.SEE STRUCTURAL. MINIMUM OF 18 GA _ ' O.C.,SEE STRUCTURAL _� FURRING CHANNEL, C-STUD, CONSULTANT: y u. _ a (E)FRAMING "Z", OR HAT CHANNEL 1 \ PREPARE ROOFING (E)FRAMING AS REQ'D. PREPARE ROOFING N 2x FRAMING �� 1 I - AS RECYD. ( ) [ (E) INSULATION NICHIHA PANEL �� 88588 .8r2 � = 7- (E) INSULATION I BLOCKING FOR CANOPY, - -- - (- 1 '� SEE STRUCTURAL 1 ....,71 i - / a -.. 4/ . 11-----'. i (....) (_.--S ) —....) r) ?' _ SS THREADED ROD 1 � - 1 , _ ,— ,� = -_ 0A0009) __..‘ , r f r- 5 a_G,„ 4 (E)GYPSUM (E) DROP (E)TRUSS �� TO REMAIN CEILING (N) METAL CANOPY, (E)GYPSUM \-- (E) I I�� SEE STRUCTURAL I OU ' TO REMAIN CEID OP (E)TRUSS �r BLOCKING FOR CANOPY, UNG kit/ 6,®_(E) HEADERSEE STRUCTURAL (E) HEADER NICHIHA PANELN1/4, j,�-. TO REMAIN TO REMAINC .iliciiiiiiir'NNIII- _ MINIMUM OF 18 GA = 'h FURRING CHANNEL - ------ C-STUD, "Z", OR HAT CHANNEL - (E) BRICK TO REMAIN .,� �--„, yl,, /---__.. 11--- i-.....------ r f� HP U M., 1 .......- r ,-....."°-• j • J , `�. (E) FRAMING TO REMAIN (E) FRAMING TO REMAIN : 7//- M rr) n NICHIHA BRICK -N„..._ '�" . PANEL - (E)SUBSTRATE TOINI 0 REMAIN MI (E) SUBSTRATE TO (E)BRICK TO REMAIN ,'//- REMAINMI MA " ill ler 1111 0 ----, u„,,, _ (E) FOUNDATION AND IIIm (E)CONCRETE ;,r SLAB, G.C.TO VERIFY M (E) FOUNDATION AND ---�, (E) CONCRETE = SLAB, G.C.TO VERIFYLi) �, SIDEWALK TO REMAIN �f. CONDITION. SIDEWALK TO REMAIN CONDITIONL - < , . G � ^ iceMI --> [.. - - c ,f. • I , a REV DATE DESCRIPTION _ _ c A 01.1320 CLEW REVIEW— _ = ao t ) 1 ' 41 J I I -- - :— — I ; - I 1 1 d 1 I 0 I I a i c 1 –, _— I I I I I I I DRAWN BY: CDG CHECKED BY: - ARCH.PROJECT NO.: EZv AMB 19001 .0 =SHEET NAME: = =--_ Z_z2 WALL SECTIONS AND DETAILS SHEET NUMBER S LL WALL SECTION 1I 1- 3i4"= 1-0" 9 WALL SECTION _ 3i4" 1' " 1 'I ly Ilan �'I -- KEN McCRACKEN, ARCHITECT kthtecare•Program M •Permitung 19120 SE 34TH STREET SUITE 115 VANCOUVER,WA 98683 PROJECT CONTACT:ERICK PETERSON PHONE:360.980.8258 EMAIL:EPETERSONOPMDGINC.COM 20 A02.50 I KEN MCCRACKEN,ARCHITECT 1. 2 SEAL:r - - `- _7Z LED PARAPET LIGHT BAND BY APPROVED ADJUSTMENT BRACKET AD p SUPPLIER \� (16 GA.STEEL( -C c\� / C,(,/ KENNETH J.\ (----) �� MCCRACKEN • 2vIli % n License#'55 9A . 03/25/20 '' PLYWOOD NICHIHA PANEL -N, \s, (N(2x BRACING AT 16' O.C.,SEE STRUCTURAL CONSULTANT: ;== - (E)FRAMING PREPARE ROOFING AS REC1'D. (N) 2x FRAMING (E) INSULATION yt \ ( ( MINIMUM OF 18 GA FURRING CHANNEL, C-STUD, "Z", OR HAT - I CHANNEL i li - II— II 1 I = NICHIHA STARTER TRACK j r><\\- _s Alliiill" L 9'-0"AF.F. , 7< .�1.- 7/ I:�i �I�r��°,.r. /��°�/��.r • r 1-7. °,.qui. r�° ?��7 ' / - 7��r�B.O. i��°��r�� /��r� r� FLASHING '±' 11 ! I 00 aNti e' NICHIHA ESSENTIAL � -J' IE)GYPSUM E DROP E TRUSSSTARTER FLASHING --`, TO REMAIN CEIUNG j441.j Ili j litj I (E) HEADER ,i I:c- :7_ TO REMAIN I___--. r (E) BRICK TO REMAINNI �^ 0 _ NI L • P-'''' Z - O � ��. �^ (E) FRAMING TO REMAIN � < CN . . 0 (E)SUBSTRATE TO . 1:_ REMAIN J`' o 0- -----) --"—' �" (E) FOUNDATION AND agW (E)CONCRETE SLAB, G.C.TO VERIFY SIDEWALK TO REMAIN CONDITION. j. REV DATE 3 DESCR1PT1ON ii a / A 01.13.20 CUM REVIEW Z. ' I a 1 I - I II I DRAWN BY: CDG CHECKED BY: — ARCH.PROJECT NO.: 1 :.Z AV1 B 19001 .0 LI SHEET NAME: =====.= , ' WALL SECTIONS AND DETAILS SHEET NUMBER: 1 WALL SECTION 3/4"= 1'-0• i d 1,;"i .ii 'Il 1 - I I , I I I - J (E) FRAMING MEMBER - (E)SUBSTRATE (E)INSULATION i - (E) BRICK VENEER KEN McCRACKEN, ARCHITECT / - IE)BRICK VENEER (E) FRAMING MEMBER - 2 19120 SE 34TH STREET c 2 (E)SUBSTRATE - SS \ \ S SUfTE 115 J22 VANCOUVER,WA 98683 (E)INSULATION ` j�>i �) �>:N i Yf ���� )-,,-/,-(-=', ",-/--2-/7- -,-1/ /Tiii r/T3)� 18 GA. FURRING CHANNEL I, r - (E)FRAMING MEMBER :�« (E)BRICK VENEER - '444444i .,,i.,„ -(E)SUBSTRATE PETERSON PHONE:360.980.8258 NICHIHA ULTIMATE CUP EMP&EPE1ERSONOPMDGINCCOM i 1 _ � -��� -(E)INSULATION rIV S C'' � l ,k NICHIHA PANEL — —�� S S S S S .' S fes% - `� BARRIEWEAR RESISTANT S T INSIDE N DE CORNER METAL KEN MCCRACKEN,ARCHITECT TRI-' �./;� �� ' - k (l(:[ ,t .(, «<-,,„bVAA-<-,<��\� 2 SEAL. ... �.,.� ..�-s } - 1 1- 1 1 1 I - - ,. NICHIHA ULTIMATE CUP s ( _ W ,` 1 SEALANT OVER DOUBLE -.1 _ �'��`\�” 11/?c , F-+Y-""" 1 -�- : _ FLANGE SEALANT BACKER i l 1 \ NICHIHA PANEL , r Lu KENNETH J. WEATHER RESISTANT �' ` CORNER CUP �, ' �- MCCRACKEN BARRIER NICHIHA ULTIMATE CUP ��,•^ ` - �BARRIER RESISTANT • • - SEALANT OVER DOUBLE SEALANT OVER DOUBLE 1, WA NICHIHA CORNER FURRING CHANNEL - RANGE SEALANT BACKER FLANGE SEALANT BACKER (-P? License#5599 ', - FURRING CHANNEL _ NICHIHA PANEL -_ , f ' - F FABRICATED TO WRAP 9�� O �� OUTSIDE CORNER 0 3/25/20 NICHIHA HORIZONTAL AWP - WITH FURRING - 1 1 1/2"= 1'-0' 1 # NICHIHA - HORIZONTAL AWP - WITH FURRING - 1 I 1/2"= I'-0" NICHIHA - HORIZONTAL AWP - WITH FURRING - 11/2"= 1'-0' CONTROL/EXPANSION JOINT DETAIL �011"�P"�'"" INSIDE CORNER - METAL TRIM X01-AVVP+1OtZ ` 41, WRAPPED OUTSIDE CORNER - CORNER KEY TRIM �01'""�HOf� "� # 1231.19 1231.19 1231.19 1 (E)FRAMING MEMBER - Xi' ).____ (E)SUBSTRATE (E)INSULATION - r (E)BRICK VENEER r.CONSULTANT. "" ==:- - (E)BRICK VENEER I , 2 (\ 2 S 2 SI )\/K S 2 :) S 2 S 18 GA FURRING CHANNEL r1 - ' - (E)FRAMING MEMBER I \ / •-i-).1"1,•,)> ;.);>. >)>>)- .19 7---,111.11.111111 14,//x'/.>i" . - V�/ 1 % 1 ? � - (E)SUBSTRATE 1 i BANDTAPPROVED NICHIHA ULTIMATE CUP ,',/"---------___ UGHT - (E)INSULATION AMUSIMENT BRACKET ��, 116 GA.STEEL) I _/ 1 SUPPLIER I °� 1 I I�.� � I i NICHIHA PANEL = r 1 I ��, 1, ,,..i , , (' ,: I I � � . / NICHIHA ULTIMATE CUP - , I i 1 H WEATHER RESISTANT `' I i I fv^ BARRIER I - , �1 NICHIHA PANEL �� � �� 14.1 �.!► "I METAL COPING I LI l a ElaG4E15) 1 1 BARRIERER RESISTANT 41111"Wf°� 9 TOP OF I i NICHIHA OPEN OUTSIDE �� 18 GA. FLAT STOCK METALIt.°11 0 6 PANEL DETAIL 1 • R 1 _4 CORNER TRIM FABRICATED TO WRAP / FACE FASTENER PANEL �-/�. - FURRING CHANNEL OUTSIDE CORNER j 0 'S jam.41 me . is r♦ UNDER METAL COPING _ � NICHIHA SPACER NICHIHA - HORIZONTAL AWP - WITH FURRING - 112-= I'-0' NICHIHA - HORIZONTAL AWP - WITH FURRING - 1 1/2"= 1-0' / - NICHIHA CUP INSIDE CORNER �01""`�HOf�CO" ` # WRAPPED - OPEN OUTSIDE CORNER TRIM �01^"'�*1Ot� '"T # 1231.19 1231.19 �Q I � - / -1....- --------- �� WEATHER RESISTANT BARRIER / — (E)BRICK VENEER"k% I. •WEATHER RESISTANT �,;� NICHIHA PANEL BARRIER �� FURRING CHANNEL i 18 GA FURRING CHANNEL t.. 18 GA FURRING CHANNEL — (E) FRAMING MEMBER .� f; z NICHIHA PANEL �—_/ — (E)SUBSTRATE Q. ' `'. I (E)FRAMING MEMBER — �; FACE FASTENER THROUGH NICHIHA ULTIMATE CUP — (E) INSULATION 10MM SPACER f -------L__-5 NICHIHA CIDP PMII 1/4 CLEARANCE FROM NICHIHA PANEL - ..______-------:\' Ni / r FLASHINGEDGE OF P�ELTO i' 0 LL (NJ / ..- / ..- 'Z'FLASHING BY OTHERS FARRIER WEATHER RESISTANT r h- S / � � r � � / - V FLASHING PROVIDED BY ��`((�((.��..; �����'��':':�:�- � OTHERS NJ - i (E)FRAMING MEMBER , :# FV, . . 0 Y a f FACE FASTENER 18 GA FURRING CHANNEL ri fl I et� [� � 0 � —� ((E)INSULATION 7 � NICHIHA 10 MM SPACER THA CORNER KEY i FRAMING MEMBER �� ,% TRIM ,,... - FURRING CHANNEL SUPPORT CUP �. = NICHIHA PANEL (E) BRICK VENEER r� WEATHER RESISTANT DETAIL NICHIHA CUP (E)SUBSTRATE— —� ! 18 G& FLAT STOCK METAL IJ L(1 . = NICHIHA PANEL FABRICATED TO WRAP _- WEATHER RESISTANT BARRIER OUTSIDE CORNER f`- V) F— . REV DATE DESCRIPTION 18 GA. FURRING CHANNEL NICHIHA HORIZONTAL AWP - WITH FURRING - 1 1 12"= 1'-0' 1 44 NICHIHA - HORIZONTAL AWP - WITH FURRING - 1 1 1/2'= 1'-0' p 01.13.20 GENT w NICHIHA BRICK PANEL NICHIHA STARTER TRACK RECESSED WINDOW - HEADER & SILL �°",AWPCLAZYfiD2F WRAPPED OUTSIDE CORNER - CORNER KEY TRIM �0"""'�* {°"" .f9 # NICHIHA ESSENTIAL I I I TRACK DETAIL : 7------_______,?;,.; STARTER FLASHING . ---- --- MIN. 1-2"ABOVE HARD —f SURFACE OR MIN. 6" � , r ABOVE FINAL GRADE J (E) FRAMING MEMBER - a A A (E)SUBSTRATE - iL ' (E)INSULATION (E) BRICK VENEER— V + NICHIHA PANEL 1 ip (E) FRAMING MEMBER =- �� a ��� �` r FURRING CHANNEL DRAWN BY: CDG '� I (E)INSULATION NICHIHA STARTER TRACK CHECKED Be': - (E) BRICK VENEER (----------_____./1%13,_ .,� — TYP.SPACING BENVEEN ARCH.PROJECT NO.: � }�" .� I I - I . �Th r, t: PANELS 1/2"MIN. n I� c1 1 0 Li.� 0 n I : NICHIHA COMPRESSION A t B 1 7 00 + 0 4---,,-1— 0 (E)SUBSTRATE �_ BREAK METAL/ �� JOINT FLASHING I L TRIM TO BE PANTED TO !C r SHEET NAME: NICHIHA PANEL J ARCHITECTS'SPECIFICATIONS �� �` FACE FASTENER ����, NICHIHA 10MM SPACER NICHIHA PANEL - - SEA ANT OVER NICHIHA �'"=-\,,, WEATHER RESISTANT WEATHER RESISTANT BARRIER - -NICHIHA CUP SINGLE FLANGE SEALANT BACKER BARRIER DETAILS f 'SHEET NUMBER: IL; fr 1111.11;i0M110 andNu�uEl„uNICHIHA HORIZONTAL AWP - WITH FURRING - 1 I2”= 1-0• NICHIHA HORIZONTAL AWP - WITH FURRING - 1 12"= 1•-0• NICHIHA HORIZONTAL AWP - WITH FURRING - 11/2"= 1.-0"1 AIIII q„p „'11111101:.'1 '1'# # N lit(111 11 Ih�pxl 1!Iii TYPICAL WALL SECTION - PARAPET # RECESSED WINDOW JAMB B201•^"R`i^Z-INA HORIZONTAL COMPRESSION JOINT �01�"'�10� `"''r 2.1920 1231.19 M I 1231.19 - vA�`�\�v� '��v: 2" DOOR# ,_ 4,-0"— DOOR AND FRAME INFORMATION DOOR AND FRAME INFORMATION REMARKS - SIZE DOOR FRAME CED O SIGN PACKAGE: 1 "LADIES", 1 "GENTLEMEN"AND CORRESPONDING SIGNAGE IN GRADE TWO KEN MCCRACKEN, LOCATION SIZE DOOR FRAME REMARKS BRAILLE PER ADA REQUIREMENTS. SIGNS FURNISHED BY DECOR SUPPLIER. SIGNS INSTALLED ARCHITECT LOCATION HEAD O (W x H x T) REMARKS MAT. FIN. MAT. FIN. JAMB HEAD SILL (W x H x T) MAT. FIN. MAT. FIN. JAMB HEAD SILL BY GENERAL CONTRACTOR PER ADA REQUIREMENTS. Architecture, am Management, Perriltdrig LOADING 2/AJ SIM..05 00 MANAGERS 3=0"x 6'-$"x 1-3/4" S.C. - H.M. - 6/A08.05 6/ 8.0500 OAS AN OPTION IN LJEU OF SOLID CORE DOORS AND HOLLOW METAL FRAMES, RI'OVIDE JAMB O AREA 4%0'x T-0"x 1-3/4" H.M. EP-4G H.M. EP-4G 2/AfJ8.05 - - FN 4 HEAD OD OFFICE MARLITE HPL DOORS WITH ALUMINUM FRAMES (REF. ID SHEETS FOR COLOR) SUITE 115 PER 19120 SE 34TH STREET BILL OCI SCHEDULE'�/ PEEPHOLE JAMB OE O INSTALL NEW, OR CONFIRM EXISTING PANIC HARDWARE OPERATIONAL REPAIR/REPLACE VANCOUVER,WA 98683 1 PROJECT OONTf4CT:EPoCK PETERSON / ACCESSIBLE EXISTING AS REQUIRED. PHONE:360.980.8258 HEIGHT EMAIL EPE1ERSONOPMDGINC.COM PEEPHOLE SILL OF O PROVIDE STAIN FCS STEEL KICKPLATES ON EACH SIDE OF NEW DOOR. DOOR HARDWARE INFORMATION DOOR HARDWARE INFORMATION 4=4" �, QTY. DESCRIPTION FIN. MFR. H • QTY. DESCRIPTION FIN. MFR. O DOOR MANUFACTURER TO PROVIDE SILENCERS FOR DOOR FRAME. DOOR FRAME FINISH: REFERENCE ID SHEETS 4 HINGES: HALER BBI 16$4.5 X 4.5 NRP USP HALER = 0 3 HINGES: 881279-4.5 x 4.5 652 HALER O GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING,AND SEJWNG (WHERE APPLICABLE)OF ALL DaSTING PERSONNEL DOORS. GENERAL CONTRACTOR �� 1 EXIT DEVICE:VON DUPRIN 22E0 689 VON D " I LOCI6ET:AI53PD SATi / I — v \\ , - . 626 L SCH IS TO SERVICE/REPAIR ANY DOORS NOT IN PROPER OPERATING CONDITION. KEN MCCRACKEN,ARCHITECT CLOSER LCN 4116 EGTA 689 LCN �? _ \ r 1 FLOOR STOP: 241 F x US26D 626 H SER SEAL: / 1 VIEWER: ROCKVI/+OOD 622 622 RKW - L - 2 - O INTERIOR FACE OF DOOR AND FRAME TO BE PAINTED AS SCHEDULED. EXTERIOR FACE OF - \ N KJCKPLATE: 1935 10"x2"LDW 628 628 HAGER DOOR AND FRAME TO BE PAINTED TO MATCH ADJACENT EXTERIOR WALL COLOR. 4 \/ 1 KICKPLATES: HAGER 1935 10"x2'LOW 628(INSTALL W/FLAT HEAD PHIWPS SCREWS) 628 HAGER 4Z KICK PLATE 3 SILENCER: 3070 RBR - HAGER C,D C D A pC'x/ N KICK PLATT= 1 THRESHOLD: NATIONAL GUARD 325 x 4$ " AL NAT WHERE 2 VIEWER 06466 — - 626 PROVIDE RODENT BLOCKING SWEEP ON BOTTOM EDGE OF DOOR. C � KENNETH f J./�/� N. WHERE 1 DOOR SWEEP NATIONAL GUARD ZOONA x 48 AL NAT SCHEDULED O n \ SCHEDULED _ I EXISTING DOOR. PROVIDE OR CONFIRM EXISTING OF APPROPRIATE HARDWARE AS NOTED MCCRACKEN I- — — N 1 -'j.".., 1 WEATHERSTRIP: NATIONAL GUARD 1605A x 48" AL NAT AND CORRECT FUNCTION WHERE APPLICABLE. • • J WA vI , (1 License#5599 - PAINT DOOR AND FRAME TO MATCH ADJACENT BUILDING WALL v 40" X MATERIAL SOLID CORE HPL �7 �C� DOOR FINISH: REFERENCE ID SHEETS - O� �� 03/25/20 TYPE - 1D - BACK OF HOUSE EXIT 14"- '-0.. 1/4"= 1-0" 0300012-N3E300-14 0228.1812 TYPE 3B - MANAGER'S OFFICE 03000R-A080015 8 022818 �2" 2" DOOR AND FRAME INFORMATION DOOR# At' 3'-0" �, CONSULTANT: --J SIZE ' DOOR FRAME HEAD O LOCATION (yy x H x T) REMARKS MAT. FIN. MAT. FIN. JAMB HEAD SILL JAMB O RESTROOM 3'-0'x 6'-8"x 13/4" WD — ALUM' - 18/19 18/19 17 000 -- A08.05 AU805. A08.05o 1 05— EP i '0 'O SILL O -I 1 DOOR HARDWARE INFORMATION 1. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OFA KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE(O.S.S.C.SECTION 1010.1.9). J( 3'-4" ,- QTY. DESCRIPTION FIN. MFR. FINISH: REFERENCE ID SHEETS 3 HINGES BBI 279 4.5 X 4.5 652 HALER 2. ANY DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A PERMANENT, VISIBLE, DURABLE DOOR FRAMESIGN ON ITS HEADER FRAME STATING THIS DOOR TO REMAIN UNLOCKED WHENEVER THIS BUILDING IS 1 LOCKSET D271 ** DELETE IF MULTIPLE OCCUPANCY RESTROOM 626 FALCON OCCUPIED'. / 1 CLOSER 4111 ECA LCN 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY / 1 SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING � PLATE 305 4 X 16" 628 #-#AGER HARDWARE. - r 1 PULL PLATE H33E 4"X 16" ***OPTIONAL SANTI'GRASP#SG-101 628 HPoGER / 4. ANY DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A TACKLE EXIT SIGN MOUNTED IN 006 '.0 \ L KICK PLATE 1 FLOOR STOP 241 F X US26D ACCORD WITH ACCESSIBILITY SHEETS. \\ SCHEDULEDZ KICKPLATE 1935 10"X 2"LD►W (INSTALL W/FLAT HEAD PHIWPS HEAD SCREWS) 628 HALER g ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL SYM 1066R 3 SILENCER 307D RBR GRY BOL OF - \--1 �� - ._ . HALER ACCESSIBILITY,TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. figi NG \ TE' 6. GENERAL CONTRACTOR TO PROVIDE 10 COPIES OF EACH KEY TYPE LISTED IN SCHEDULE. TYPE'B'IS FOR 3'-0" .(' UNDERCUT DOOR 1'FOR AIR FLOW WHEN HVAC SUPPLY NOT PROVIDED. -- 626 NE ALARM BOXES AT EXIT DOOR LOCATIONS, MATERIAL: SDUD CORE HPL (REF.SHEET M-1) 630 NE DOOR FINISH: REFERENCE ID SHEETS - 7 ALL KEYABLE LOCKSETS ARE TO BE ORDERED WITH CYIJNDERS PREPARED FOR SFIC CORES. CORES ARE Pritir © PROVIDED BY OWNER. FOR REFERENCE,SEE A03 FOR INFORMATION ON CORE PROVIDER. TYPE 3A - RESTROOM (MULTI-ACCOMMODATION) 11 1 03DOORI09D414 I/4"- '�-0" 7 DOOR GENERAL NOTES 14" ! -0 3 02.28.18 _ VERIFY DOOR AND FRAME INFORMATION TYPE DOOR # LOCATION DOOR # Q —~ LOCATION SIZE DOOR FRAME TYPE IA M, DOUBLE STOREFRONT ENTRY (W x H x T) MAT. 1 FIN. MAT. FIN. JAMB HEAD 1 SILL REMARKS ENTRY (E)VERIFY GLASS PRE-FIN AWM. PRE-FIN BY DOOR MANUFACTURER �i © TYPE SINGLE STOREFRONT ENTRY L 3'-0"x 7-0" ALUM. CLEAR I CLEAVt E2 M TYPE 3A — WOMEN'S RESTROOM TYPE 3A m MENS RESTROOM -- I HARDWARE INFORMATION TYPE 1D LOADING DOOR U ,M EXISTING DOOR FRAME FINISH: REFERENCE ID SHEETS QTY. DESCRIPTION FIN. MFR. TYPE 38 M OFFICE 0 — i NI L 3 HINGES OFFSET PIVOTS - - I in 4 CN 1 LOQCSET:ADAMS RITE DEAD BOLT, MS 1852S - - 1 FLUSH BOLTS, I PAIR - - 1 .'411111110 1 SURFACE CLOSER NORTON 1605 WITH BACK CHECK -- 1 9""CLASSIC STRAIGHT DOOR PULLS IN POLISHED STAINLESS OR CHROME N. \ 1 THRESHOLDS, (STANDARD) Ca - � 0 ' — Z �� 43=0' • - PVI VERIFY e �J DOOR FINISH: REFERENCE ID SHEETS 1- O -INDICATES 1/4'TEMPERED GLASS - REV DATE DESCRIPTION TYPE 2A - ENTRY DOORS (STOREFRONT) 14"_ '-0" 6 _ A 01.13 asvrrevere 03-DOORAGE100•05 022818 VERIFY DOOR AND FRAME INFORMATION DOOR# al LOCATION SIZE DOOR FRAME REMARKS - (W x H x T) MAT. FIN. MAT. FIN. JAMB HEAD SILL (E)VERIFY GLASS PRE-FIN PRE-FIN MAIN ENTRY ALUM. BY DOOR MANUFACTURER 00 6=0"x T-0" ALUM. CLEAR CLEAR HARDWARE INFORMATION — EXISTING DOOR FRAME FINISH: REFERENCE ID SHEETS QTY. DESCRIPTION FIN. MFR. --,,,,- -=, - 3 HINGES OFFSET PIVOTS - - 1 EA. LOCKSET:ADAMS RITE DEAD BOLT, MS 1852S DRAWN BY: OM 1 EA FLUSH BOLTS, 1 PAIR CHECKED BY: )004 M 1 EA SURFACE CLOSER: NORTON 1605 WITH BACK CHECK - ARCH. PROJECT NO.: ° ..LL 1 EA. 9'"CLASSIC STRAIGHT DOOR PULLS IN POLISHED STAINLESS OR CHROME AMB , p®® 1 . 0 4 \ / I BA. THRESHOLDS, (STANDARD) 7 O\\ SOI o - SHEET NAME: �`VRIFY 1 VERY�` - - DOER SCHEDULE AND DETAILS DOOR FINISH: REFERENCE ID SHEETS - - QTY. IS FOR EACH DOOR OT —INDICATES 1/4"TEMPERED GLASS SHEET NUMBER: TYPE 1A - ENTRY DOORS (STOREFRONT) ' " I/4"= 1'-0" A08.00 5 DOOR SCHEDULE1 02.28.18 I KEN McCRACKEN, ARCHITECT Architecture•Preys 1I Management•Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER,WA 98683 PROJECT CONTACT:ERIC:PETERSON PHONE:360.980.8258 EMAIL EPETERSONOPMDGINC.COM KEN MCCRACKEN,ARCHITECT SEAL: . oKENNETH J. on MCCRACKEN • ‘,s/-- _ • ____ , A c. n� License#55t �/2-- OF C'J' ' 03/25/20 CONSULTANT: IIIIIIMMIIIIIIIIIIIIIIIIIIIR 5/8" GYP BD EA. SIDE. ..:2,---/-- 3 5/8" METAL TRACK. - DBL 3 5/8" METAL • STUD LINTEL. l_i Imo` SECURE DOOR FRAME AT FLOOR SLAB AND HEAD W/ t2° ANCHORS PER MFG. _,1,_ _r]n____1 RECOMMENDATIONS. DOOR AND FRAME. Ea REFER TO DOOR IL 'r'-: SCHEDULE _F v (2) 3 5/8" METAL STUDS -SECURE TO FLOOR I n SLAB AND LINTE L / V 1/2' MIN. ®FIRE illlitt RATED PARTITIONS R °HEAD ( )JAMB FRAME MUST BE SET TO FIT REFER TO 11/A09.0 FOR TIGHT TO TOP OF FINISHED FRAMING GAUGE AND FLOOR-ALLOW NO OPEN GAPS ATTACHMENT REQUIREMENTS • HM HEAD / JAMB INT. DOOR - METAL 3.,.H I I-H C10Z2aNTR+IEP�DHM 19 05.31.19 NOTE: 1 5/8" GYP BD EA. SIDE. ANCHORING OF DOOR FRAMES OCCURS T JAMBS ONLY AND PER FRAME 2x4 STUD HEADER AMANUFACTURER'SS PUBLISHED GUIDELINES. I _ 2 2x4"STUD UNTEL. BUILDING WALL //- \ „, /- SECURE DOOR SECUR AT FLOOR SELF�+DHERED FLASHING / WALL FURRING I SLAB AND HEAD W/ / .±2" r : ANCHORS PER MFG. �_� PER INTERIOR 1 RECOMMENDATIONS. I GALVANIZED DRIP o ----,� FINISH SCHEDULE. o SCREED. INSTALL PER MANUFACTURERS _,- 0 REFER TO DOOR I GUIDEUNES DEPENDING ,�-� .� � Z U DOOR AND FRAME. m ON EXTERIOR FINISH. < u- SCHEDULE I PAINT TO MATCH WALL a-..� _� L / COLOR. c "I',_ RODAND � � ADHERE GYP. BRD. �, o (2) 2x4 STUDS-SECURE i ELASTOMERIC TO BLOCK SURFACE. 4 TO FLOOR SLAB AND SEALANT. LINTEL DOOR FRAME CONTINUOUS SEALANT 0 0 1/2" MIN. FIRE SETTING SHIM (WHITE)AT PERIMETER OF (D 7 RATED PARTITIONS -- 1— DOOR FRAME. INTERIOR M 4,%-- C)HEAD OJAMB DOOAND FRAME PER - M-"-M_-_�1 II f � - G FRAME MUST BE SET TO FIT REFER TO 11/A09.0 FOR v VI " 0— TIGHT TO TOP OF FINISHED FRAMING GAUGE AND FLOOR-ALLOW NO OPEN GAPS ATTACHMENT REQUIREMENTS REV I DATE DESC iPTION 3"= 1.-0" I. 3"= 1'40" 01_13.20M. CLEREVeN HM HEAD / JAMB INT. DOOR - WOOD ,fie _ * - HEAD AT EXT. FIM DOOR 0 22 1 02.22.18 —_ (...._. _...___._. ..�._._.__...m im NOTE: ___ _ WHERE NECESSARY ADJUST MORTAR SEE FOR ACCESSIBILITY SHEETS C BUILDINGLAZIN SYSTEM & mm BED OR ADD UNDERLAYMENT TO FOR DETAILS AT THRESHOLDS. MAINTAIN ACCESSIBILITY SEE A8.15 FOR DOOR DETAILS. — - REQUIREMENTS AT TRANSITIONS -" BETWEEN DIFFERENT FLOORING TYPES. ""M �f TEMPERED GLASS PANEL. SEE DOOR SCHEDULE AND 1 ELEVATIONS FOR / ADDITIONAL INFORMATION. UNE OF MASONRY WALL BEYOND. • RES I ROOM PARTITION EXTERIOR - DOOR JAMB BEYOND STALL DOOR I - t DOOR TYPE AND FINISH DOOR SWEEP(TYP.AT ALL DRAWN BY: SCHEDULE / EXTERIOR DOORS) CHECKED BY: X ACCESSIBLE ALUMINUM 00( THRESHOLD SET IN FULL ARCH.PROJECT NO.: COG FINISHED FLOOR FLUSH-STRUCK EIASTOMERIC BED OF MASTIC. AM _ I SEALANT AT EXPANSION I B19001 ,,0 -F., g JOINTS WHERE OCCUR. FINISH FLOOR SHEET NAME: OSILL , =t SIDEWALK AT STOREFRONT. CONCRETE S.O.G. DOOR DETAILS V SHEET NUMBER: /'/ - THRESHOLD DETAIL I'-(:)" SILL AT STOREFRONT DOOR 1 3„ = 1 -0•• 1 ; , C3024-VCT-nom 17 I c�Oza-sFsl� 02.22.18 0222.113 ALTERNATE MOUNTING CUPS BY G.C. FOR KEN MCCRACKEN, ATTACHMENT TO CEILING GRID T-RUNNERS TO �� ARCHITECT -- : BE USED WITH A.C.T. CEILINGS. (2) CUPS PER Z' /1 amManagemeTM•Ptimitling TO 4' LENGTH, (3) PER 8'AND (4) PER 12' LENGTH I 19120 SE 34TH STREET SUITE 115 NOTE: i VANCOUVER,WA 98683 FASTENING TO STRUCTURE ABOVE TO COMPLY ` PROJECT CONTACT:ERICK PETERSON WITH LANDLORD AND OR LOCAL BUILDING I PHONE:360.980.8258 DEPARTMENT REQUIREMENTS. ' EMAILEPETERSON®PMDGINC.COM ® 1 C WATER RESISTANT BACKER WASHABLE F.R.P. BOARD WHERE 0 CEILING STRUT BOARD OR WALL / OCCURS I BRACING, MP. SHEATHING i o o r- 21 o y r_ _= 1 �_ 1 I iii .�-r 1 v KEN MCCRACKEN,ARCHITECT N O SEAL,: :., CONTINUOUS BEAD OF I 63 D ELASTOMERIC SEALANT �_ - - I ,\� C Ls' / a Eiii C� KENNETH J. ADHESIVE GYP BD CEILING MCCRACKEN 2 MIN. CONT. WALL F '11-... 1 ANGLE MOULDING • , WA CERAMIC OR PORCELAIN TILE �— ' License#5599 ? ... MOUNTING CUPS BY G.C. up, WITH WASHABLE SURFACE TOGGLE BOLT& C TO IN COLOR TO MATCH ? SCRE V,FURNISHED TRACK. (2) CUPS PER 2'TO 9�� 0- �� �`� 4' LENGTH, (3) PER 8'TO LIGHT TRACK 12' LENGTH of a 03/25/20 1`b TILE GROUT 10 � � LIGHT TRACK ATTACHMENT D5022CLNGTRCK 1 /01,07.2020 1 12 GA VERTICAL ATTACH TO STRUCTURE CLEAN AND LEVEL FLOOR SURFACE ADHESIVE SUPPORT WIRE®4'-0" ABOVE PER ALL TEES AND MAIN RUNNERS ARE ' CONSULTANT: a FRP WALL AT TILE FLOOR O.C. EA. WAY.AND MAX. MANUFACTURER B PLAN"' A0 f - 1'.-Q REQUIRED TO BE VERTICALLY SUPPORTED (1D 8" FROM ALL EDGES. REQUIREMENTS/DETAILS MINIMUM OF 3 TIGHT TURNS AT - VERTICAL COMPRESSION ALL WIRES. STRUT, TYR HEAVY DUTY ° SUSPENDED MAIN HEAVY DUTY ° °0 1 \ / SUSPENDED CROSS -Ng '' BEAM ®4'-0" O.C. r 1 -113 WATER RESISTANT EACKER R WALL _ CERAMIC OR PORCELAIN FIELD TEE®Z'-0"O.C. m , (\ BOARD THING. TILE ADHERED TO WAJ I BOARD ° ° ° °` •° �..� 'SHEA - ' J _-_) OR SHEATHING. 41 = TILE GROUT 4 ,, ° ` ° 2 ACOUSTICAL TILE CEILING ON ADHESIVE , , 4kDSECTION (IiII) SUSPENDED GRID SYSTEM ° >o � ' ° NOTES: z CERAMIC OR PORCELAIN COVED ®' NOTE: 1. INSTALL CEILING GRID USING NO. 12 SPLAY WIRE HANGERS 0 45'/90` TO EACH OTHER (4 WIRES), WITHIN 2" OF THE CROSS RUNNER, BEGINNING BASE TILE WITH WASHABLE REFER TO CEILING PLAN FOR 41-0" FROM STARTING POINT OF GRIP TILE LAYOUT AND IN BOTH DIRECTIONS 0 12.-0" O.C. CONNECT SPLAY WIRES TO STRUCTURE ABOVE WITH (1) OrmER SURFACE. ALL CEILING HEIGHTS. 1/4" x 3" EYE SCREWS, EMBEDDED 1" MIN. 2. INSTALLATION TO MEET CBC 603.9, ASCE 7-05 9.6-17, AND CISCA 3-4 FOR SEISMIC DESIGN CATAGORY "D". ugm. ....,,,,, � i' NOTE: 6 \� oK107 TILE GROUT 5/8"GYP BD rPm FASTENING TO STRUCTURE ABOVE TO VERTICAL COMPRESSION STRUT: ���� ANGLE WALL MOLDING. COMPLY WITH LANDLORD AND OR (2) - 2505162-33, BACK-TO-BACK AND SCREWED TOGETHER WITH 16 SCREWS AT 16" O.C. FASTEN STRUT TO MAIN RUNNER WITH (3) ►1O SCREWS. LOCAL BUILDING DEPARTMENT MI REQUIREMENTS. MAXIMUM PERMITTED LENGTH OF STRUT IS 22'-O". 1 ADHESIVE CLEAN AND LEVEL FLOOR SURFACE NTS 11 CEILING SUPPORTS 1/4" 1 3 SUSPENDED GYP BD CEILING 03032-GYP 03.090-01 C)TILED WALL AT TILE FLOOR 01.07.2020 03.03.20 NOTE: PROFILE OF PANEL EDGE AND NOTE: FASTENING TO STRUCTURE ABOVE GRID STYLE MAY VARY. REFER TO ACOUSTICAL CEILING TILES NOT SHOWN FOR TO COMPLY WITH LANDLORD AND FINISH SCHEDULE FOR ACTUAL CLARITY. OR LOCAL BUILDING DEPARTMENT SPECIFICATION. . VERTICAL COMPRESSION STRUT AS NOTED WATER RESISTANT BACKER REQUIREMENTS. 1 �-"` ABOVE. BOARD OR WALL SHEATHING �\ CONFORM TO BASIC MINIMUM ATTACH TO STRUCTURE WASHABLE SURFACE REQUIREMENTS ESTABLISHED IN ABOVE PER ASTM C636 MANUFACTURER li 12 GA. VERT. HANGER WIRE AT (-0" CONTINUOUS BEAD OF REQUIREMENTS/DETAILS O.C. EACH WAY WITH MIN. 3 TIGHT 1 � ELASTOMERIC SEALANT Il_ 12 GA VERTICAL SUPPORT MAIN RUNNER TURNS IN 1 1/2" BOTH ENDS OF WIRE WIRE®4'-0" O.C. EA. WAY. __/ ADHESIVE AND MAX. 8" FROM ALL N�� fa 74 8" MAX, EDGES. / e A\ `AT PERIMETER MINIMUM OF 3 TIGHT \� ` \ , Z ' U TURNS AT ALL WIRES. INTERMEDIATE DUTY / ,, � � rn = SOLID VINYL SHEET FLOORING SUSPENDED GRID \; - `* I I. SYSTEM MAIN RUNNER �� 12 GA. SPLAY WIRE WITH MIN. 4 - WITH UNINTERRUPTED TIGHT TURNS IN 1 1 2" BOTH o TUCK-UP BASE ®2'-0" O, . .C. / \�. o,,,___, 1 , Io 0 0 , �� ENDS OF WIRE. 1.4 I /� (--n' „,. 0„, , 7 ' 7L \ ��/ 2" MAX, FROM SPLAY WIRES TO M ACOUSTICAL INTERMEDIATE DUTY CORNER BACKER WITH f CEILING TILES SUSPENDED GRID CROSS RUNNERS CONTINUOUS C / ADHESIVE WALL MOLDING. SIZE TO SYSTEM CROSS "T" CROSS RUNNER , 0 RADIUSED CANT MATCH SIZE OF MAIN RUNNERS MEMBER®2'-0" OR LA " CLEAN AND LEVEL FLOOR SURFACE 4'-0"O.C. (REFER TO 2" MAX. FROM SPLAY WIRES TO WALL OR SOFFIT FRAMING AND SPECIFIC CEILING TYPE). CROSS RUNNERS FINISHES. REFER TO SPECIFIC DETAILS. (DSHEET VINYL WITH INTEGRAL COVE FLV DATE DFSCRIPTIO 3" = 1'-0" 1 1/4"= l'-0" 0 01.13.20 CLEW REVIEW ACOUSTICAL CEILING TILE C3032-AG-AB 10 CEILING SUPPORT DETAIL 03-A090-01 2 } 01.07.2020 03.03.20 _//j12 GA. SLACK SAFETY HANGERS — MECHANICAUUGHT NOTE: STAINLESS STEEL WALL PANEL BY FIXTURE PER PLAN. FIXTURE ATTACHED AT OPPOSING CROSS SLOPE ON ANY ACCESSIBLE PATH OF TRAVEL REFRIGERATION PRE-MANUFACTURED REFRIGERATION CORNERS ATTACH TO BOTTOM INSTALLATION TO COMPLY INCLUDING SLOPES TO DRAINS IS NOT TO EXCEED 2%. BOX WALL CORE BOX MAKER CHORD OF TRUSS W/ (1) 1/4"X 3" W/ASTM 0636 96. �w CONTINUOUS BEAD OF ELASTOMERIC EYE SCREWS, I" MIN. EMBED. _.._ (E) OR (N) CONCRETE SLAB SEALANT AT SEAM BETWEEN FLOORING CEILJNG GRID FOR 12 GA. T-BAR ON GRADE . . . AND WALL PANELS T-BAR CEIUNG HANGERS AT .- EVERY CORNER •• CEILING TILE DEPRESSED SLAB DIMENSION PER PLAN JRECESSED G MORTAR BED FIXTURE FLOOR FINISHFLOOR DRAIN PER PER 1 4 TURNS IN SCHEDULE [ PLUMBING PLAN _ / 1 I/2" )TYP.) U II .,. , DRAWN BY. CDG STAINLESS STEEL FLOOR FINISH - — CHECKED BY: ,S / PANEL BY PRE-MANUFACTURED REFRIGERATION BOX MAKER \ '�I I ARCH.PROJECT NO.: EffillERIERMIE 4,�' ��. ANI B 1 9001 .0 1 ON EACH SIDE WHEN SEE STRUCTURAL ENGINEERING STANDARD SHEET NAME: I MAIN 'TEES"ARE AT CONCRETE NOTES AND DETAILS FOR PREMANUFACTUREDr SIDES OF LUMINAIRE INFORMATION ON SLAB UNDER DEPRESSION REFRIGERATION UNIT SUB-FLOORING MAINTAIN AND GENERAL DETAILS EARTHQUAKE BRACKETS. CONTINUE ANY SAND WHERE SLAB EXISTS, SEE STRUCTURAL 2 ON EACH SIDE WHEN AND/OR MOISTURE OSTAINLESS STEEL COVE AT WALK-IN COOLERS AND FREEZERS MAIN "TEES"ARE AT BARRIER CONDITIONS ENGINEERING STANDARD CONCRETE ENDS OF LUMINAIRE UNDER SLABS. NOTES AND DETAILS FOR INFORMATION ;SHEET NUMBER: ON JOINT AT NEW CONCRETE SLAB. 6" = 1'-0" N.T.S. 1 1/2"_ !'-0" 1Iaoo � 1! WALL BASE DETAILS 03026-BASE 1 CEILING FIXTURE BRACING 1 TYPICAL DEPRESSED SLAB D2033LONC-SLAB-DPRS 1 J •\ L' 02.22.14 02.05.2020 02.22.19 KEN McCRACKEN, ARCHITECT Architecture •Program Management •Permitting n T --1 PLUMBING SCOPE OF WORK I I I 19120 SE 34TH STREET I I SUITE 115 / 1 I 1 I VANCOUVER, WA 98683 I I i PROJECT CONTACT: ERICK PETERSON I L — — — rt _ _ I PHONE: 360.980.8258 ,,, ,� — EMAIL: EPETERSON@PMDGINC.COM e.-�1 L ��� _ Wil P sjiP-2 4D— ®(E}FD mom _l F= KEN MCCRACKEN, ARCHITECT Ipia P-4 O3 5 SHELF BIB BIB1111 OUNTE 1 • , __, F II it ,?,0) PRoFFS h I I " r- r — — fi 0(E)FD0 - I I III1-460 OP-4 C �, P •- ars'I` P-2 ® r0 PREP TABLE w L — 1 I� . OVEN ?�9R 31, LSo� .... 1 00000 I w k D. ROg\ i�,y0 0�� I TABLE TABLE I SII i IL if 4 k14—Fir—r---- III ■ I SICK ICE BIN !I --�_ — — — — :10(/ /1 � ; ,. anx ROBISON 4 f OVEN FREEZER FRYER WARMER II yxxiyxxi �cxiyxx/yxxvyxx/yxx/r { ENGINEERING, INC < 1 1 ► 19401 40TH AVE W.,SUITE 302 1 LYNNWOOD,WA 98036 206-364.3343 TEL 1 1 I I CONTACT:MARK MANGLICMOT REI#424.1483 4 I ^-.-,I TABLE L _ _ _ _ OIL OIL PREP TABLE PREP TABLE WARMEA2 I 1 L I I— ikimCoDRINKS — I I II r I I_ _i 1(40ry — J 4C-- PLUMBING PLAN i SCAT: 1/4" = 1'-0" I I I t L J f U LI_ C . KEYED NOTES: PLUMBING NOTES: PLUMBING FIXTURE SCHEDULE 0 1. DEMO EXISTING PLUMBING FIXTURE AND CONNECTIONS. TEMPORARILY 1. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CEILING AREAS BUT MARK FIXTURE MANUFACTURER I MODEL NUMBER I MODEL NAME I VALVE CAP PLUMBING FOR FUTURE INSTALLATION OF NEW FIXTURES. BELOW ROOF INSULATION SHALL BE INSULATED WITH 3/4" FIBERGLASS Li) n ry P-1 WATER CLOSET LOW PRESSURE TYPE WITH DUAL TEMPERATURE JACKET. ALL HOT AND AMERICAN STANDARD - MADERA FLOWISE 15" HEIGHT ELONGATED FLUSHOMETER TOILET, SUPPLIER — 2. DEMO EXISTING PLUMBING FIXTURE AND CONNECTIONS. CUT AND CAP COLD WATER PIPING LOCATED OUTSIDE OF BUILDING INSULATION - HAINES JONES & CADBURY h) PLUMBING. ENVELOPE SHALL BE INSULATED TO THICKNESS SPECIFIED IN INSULATION : 0 SCHEDULE SHOWN ON THIS SHEET. ALL UNDERGROUND PIPES LOCATED # 3. PROVIDE WATER CLOSET- CONNECT 1Y2"CW, 4"W, 2"V TO WATER CLOSET, INSIDE BUILDING TO BE ENCASED IN FLEXIBLE POLYETHYLENE. WOVEN'5 `:. P-2 WATER CLOSET - ADA b. I / REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS, 2. LOCATE COLD WATER PIPES IN FURRED OUT SPACES AT TOILET ROOMS AMERICAN STANDARD - MADERA FLOWISE 16 1/2" HEIGHT 1.E GPF FLUSHOMETER TOILET SYSTEM, O ip - _ . Rod - , 'I-, /,. - :: - LOCATIONS, AND ADA REQUIREMENTS. FIELD VERIFY EXACT POINTS OF (ZONES A AND B ONLY). SUPPLIER - HAINES JONES & CADBURY CID CONNECTION. MODIFY PLUMBING AS NECESSARY TO ACCOMMODATE n : REMOpEL. 3. PROVIDE SEPARATE SHUT-pFF VALVES FOR ALL EQUIPMENT AND = PLUMBING FIXTURES REQUIRING WATER CONNECTIONS. 1 / • 4. PROVIDE COUPLINGS TO ALL EQUIPMENT AS REQUIRED. P-4 LAVATORIES CUSTOM THROUGH SINK "GLACIER WHITE" COMMERCIAL INTERIORS MANUFACTURING (CIM) OR HAINES _ - �- •• .� ' 4. PROVIDE LAVATORY. CONNECT Y2"CW, Y2"HW, 2"W AND 1Y2"V TO 5. PROVIDE WOOD BLOCKING AS REQUIRED FOR FIXTURES AND PIPING. JONES & CADBURY ( ) { 1 .: :: ' , .1I LAVATORY. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING . _ � : - 41.1 - (PLUMBING CONTR. TO COORDINATE VENT STACKS WITH OUTSIDE AIR LAVATORY FAUCET; WATERFRONT MODEL: 300988 SINGLE LEVER HANDLE LAVATORY FAUCET, �.I • 'ii , HEIGHTS, LOCATIONS, AND ADA REQUIREMENTS. MODIFY PLUMBING AS INTAKES OF A/C�uNECESSARY TO ACCOMMODATE REMODEL. UNITS AND SUPPLY FANS & MAINTAIN AT LEAST 10'-0" CHROME-PLATED FINISH J _:I MIN. CLEARANCE. (n � ! ,��. :� . . _ �. NOTES: lJ J (E}W0. l. If 6. CONTRACTOR TO VISIT SITE PRIOR TO BID AND VERIFY ALL EXISTING II 2 I-,-: - � - 5. EXISTING FLOOR DRAIN AND TRAP PRIMER TO REMAIN. 1. COMPARABLE FIXTURES BY AMERICAN STANDARD, ELJER AND KOHLER ARE ACCEPABLE CONDITIONS. I1:. rt, 7. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE 2. TOILET SEATS TO BE CHURCH 9500SSC, KOHLER K-4671-C, OLSONITE #10C OR EQUAL. i • .'' 6. ALL EXISTING KITCHEN/BOH PLUMBING ARE EXISTING TO REMAIN. NOTED OR REQUIRED BY CODE. 3. IN SINGLE USE RESTROOMS ALL FIXTURE MUST BE ADA COMPLIANT. i 8. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH 0 01.13.20 CLIENT REVIEW u e J ROOM/ EQUIPMENT, CABINETS, ETC. AND THE OWNERS REPRESENTATIVE PRIOR 012120 PLANNING SUBMITTAL ANY NSTA TION (E)LAV I LLA A i Ox.xx.20 BUILDING SUBMITTAL �'" 1 - 9. PROVIDE WATER HAMMER ARRESTOR FOR ALL QUICK CLOSING VALVES _ c 00 I (E)WC 1 O;. SERVING WATER CLOSETS AND URINALS. 10. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES f _ =. 1 SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR - ------- - SHALL REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. BOH K,VV zvrmzz,v,,r,r,5,uv ey 1111111,111111111 DRAWN BY: REI CHECKED BY: REI PARTIAL DEMO PLAN PLAN SCALE: 1/4" = 1'-0" 0 AM 319001 . 0 REFERELNEHTTstipym NiITPLAN P0 1 . 00 PLUMBING NOTAPPROVED 1 KEN McCRACKEN, ARCHITECT Architecture-;Program- Mcragement';Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER, WA 98683 PROJECT CONTACT: ERICK PETERSON PHONE: 360.980.8258 EMAIL EPETER5ONC4PMDGINC.COM ® 3. Sealing of the building envelope.Openings and penetrations in the building envelope are sealed with caulking materials or closed with Plans reference page/section: • gasketing systems compatible with the construction materials and location.Joints and seams are sealed in the same manner or taped ❑ 14.'Other'components have supporting documentation for proposed U-Factors or covered with a moisture vapor-permeable wrapping material. Sealing materials spanning joints between construction materials allow Exception(s): for expansion and contraction of the construction materials. COMcheck Software Version 4.1.0.0 ® Requirement is not applicable. Plans reference page/section: N/A❑ 4. Window and door assemblies.The air leakage of window and sliding or swinging door assemblies that are part of the building envelope Envelope CompIiance Certificate Plans reference page/section: are determined in accordance with AAMAIWDMA/CSA 10111.S.2/A440,or NFRC 400 by an accredited,independent laboratory,and KEN MCCRACKEN, ARCHITECT labeled and certified by the manufacturer. Exception(s): Section 3: Compliance Statement ❑ Site-constructed windows and doors that are weatherstripped or sealed in accordance with Section 502.4.3. Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, Plans reference page/section: Section 1: Project Information specifications and other calculations submitted with this permit application.The proposed envelope alteration project has been designed ❑ 5. Curtain wall,storefront glazing and commercial entrance doors.Curtain wall,storefront glazing and commercial-glazed swinging Energy Code:2014 Oregon Energy Efficiency Specialty Code S' to PROFS' to meet the 2014 Oregon Energy Efficiency Specialty Code requirements in COM check Version 4.1.0.0 and to comply with the mandatory entrance doors and revolving doors are tested for air leakage in accordance with ASTM E 283.For curtain walls and storefront glazing, Project Title: Burger King EFS ,„ requirements in the Requirements Checklist. the maximum air leakage rate is 0.3 cubic foot per minute per square foot of fenestration area.For commercial glazed swinging Project Type: Alteration entrance doors and revolving doors,the maximum air leakage rate is 1.00 cfmift2 of door area. Envelope Compliance Method: Prescriptive Ca 15,4 W Mark D. Robison- Mechancial Engineer -2-----• , 4�� Exception(s):2/10/20 ❑ Requirement is not applicable. Construction Site: Owner/Agent: Designer/Contractor: Name-Title Signature Date Plans reference page/section: 11539 SW Pacific Hwy Mark D.Robison Tigard,OR 97223 Robison Engineering, Inc. SR 0N'% ® 6. Building thermal envelope insulation.An R-value identification mark is applied(by manufacturer)to each piece of insulation 12 19401 40th Ave W,Suite 302 Dec inches or greater in width.Alternately,the insulation installers have provided a signed,dated and posted certification listing the type, Lynnwood,WA 98036 a„,,9 C. 31, Spy manufacturer and R-value of insulation installed.Refer to code section for blown or sprayed insulation installation/settling depths and 206-364-3343 Rk D. R 0�\ �� `L, marker requirements. Building Location(for weather data): Tigard,Oregon . ® 7. Insulation mark installation. Insulating materials are installed such that the manufacturer's R-value mark is readily observable upon Climate Zone: 4c Off inspection. Building Use:Area Type Floor Area 8. Insulation product rating.The thermal resistance(R-value)of insulation has been determined in accordance with the U.S.FTC R-value ® rule. 1-Restaurant(Dining:Cafeteria/Fast Food):Nonresidential 3270 ® 9. Installation.All material,systems and equipment are installed in accordance with the manufacturer's installation instructions and the International Building Code. Section 2: Envelope Assemblies and Requirements Checklist ❑ 10.Outdoor air intakes and exhaust openings.Stair and elevator shaft vents and other outdoor air intakes and exhaust openings integral to the building envelope shall be equipped with not less than a Class I motorized,leakage-rated damper with a maximum leakage rate Envelope PASSES / i�i, �i of 4 cfm per square foot at 1.0 inch water gauge when tested in accordance with AMCA 500D.Stair and shaft vent dampers shall be j , % - capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection Envelope Assemblies: f Vyi�6+ systems. Exception(s): R-Value Proposed Max.Allowed y % yiiai�i�i/ • ® Requirement is not applicable. Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC c110 Plans reference page/section: New Wall Infill:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Restaurant) 21.0 0.0 0.062 --- 0.064 --- airiaypy/lf// ❑ 11.Loading dock weatherseals. Cargo doors and loading dock doors are equipped with weather seals to restrict infiltration when vehicles In the following requirements, blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks R O B I S O are parked in the doorway. identify requirements that the applicant acknowledges are met or excepted from compliance. Plans reference page/section'identifies where in Exception(s): the plans/specs the requirement can be verified as being satisfied. ENGINEERING, INC ® Requirement is not applicable. Fenestration Product Rating: 1940140TH AVE W.,SUITE 302 Plans reference page/section: - LYNNWOOD,WA 98036 N/A u 1. U-factors of fenestration products(windows,doors and skylights)are determined in accordance with NFRC 100 by an accredited, 206-364-3343 TEL ❑ 12.Recessed lighting.Recessed luminaires installed in the building thermal envelope are sealed to limit air leakage between conditioned independent laboratory,and labeled and certified by the manufacturer or are determined using the commercial size category values and unconditioned spaces.Ali recessed luminaires are IC-rated and labeled as meeting ASTM E 283.All recessed luminaires are listed in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.4 and shall include the effects of the window frame. CONTACT:MARK MANGLICMOT sealed with a gasket or caulk between the housing and interior wall or ceiling covering. The temporary label afixed to the fenestration products must not be removed prior to inspection. REI#424-1483 Exception(s): Exception(s): ,U Requirement is not applicable. ❑ Site-built fenestration products shall have a single certificate specifying glazing type,special coatings,spacers,gas fills, center-of-glass and overall U-factor,and center-of-glass SHGC for every type of site built glass used.These certificates shall be Plans reference page/section: maintained on the jobsite and made available to the inspector. WAD 13.Vestibules.Doors that separate conditioned space from the exterior are protected with an enclosed vestibule,with all doors of the 4.°illt vestibule equipped with self-closing devices.Vestibules are designed so interior and exterior doors to not operate simultaneously. Plans reference page/section: Exceptlon(s): AG N/A❑ 2. Solar heat gain coefficient(SHGC)of glazed fenestration products(windows,glazed doors and skylights)shall be determined in R door,such as doors to mechanical or electrical equipment rooms, certified the manufacturer or be determined O Doors not intended to be used as a building entranceaccordance with NFRC 200 by an accredited,independent laboratory,and labeled and by ❑ Doors opening directly from a sleeping unit or dwelling unit. using the Solar Heat Gain Coefficients(SHGC)in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.10.The ❑ Doors that open directly from a space less than 3000 sq.ft.in area. overall values must consider type of frame material and operator for the St-IGC at normal incidence. ❑ Revolving doors. Exception(s): 0 Doors used primarily to facilitate vehicular movement or material handling and adjacent personnel doors. ❑ Site-built fenestration products shall have a single certificate specifying glazing type,special coatings,spacers,gas fills, j Requirement is not applicable. center-of-glass and overall U-factor,and center-of-glass SHGC for every type of site built glass used.These certificates shall be maintained on the jobsite and made available to the inspector. Plans reference page/section: Air Leakage, insulation, and Component Certification: Project Title: Burger King Report date:02/10/20 Project Title: Burger King Report date:02/10/20 Project Title: Burger King Report date: 02/10/20 Data filename:Fa Pedro+McCrackenl_Burger King1424-1483 BK#2351 Tigard, OFeCalcslUntitled.cck Page 3 of 3 Data filename:F:1_Pedro+McCrackenl_Burger King1424-1483 BK#2351 Tigard,OR1CalcslUntitled.cck Page 2 of 3 Data filename: F:1_Pedro+McCrackenl_Burger King1424-1483 BK#2351 Tigard, OR1Calcs1Untitled.cck Page 1 of 3 U C\ H C\ o Q o n [Nr--) c-N o ocf) 7 0 ory 11 1 � Q - Io .-- UP .7 01.1320 CLIENT REVIEW O 01.21.20 PLANNING SUBMITTAL Q Ox.xx.20 BUILDING SUBIAITTAL i 1 DRAWN BY: REI CHECKED BY: REI AVI31901 . 0 EFER C ��s PERMIT ENERGY YR Nur APPRovEDWITH THi M COMPLIANCE MO1 . 00 IT 2020. ROBISON ENGINEERING. INC. KEN McCRACKEN, ARCHITECT ELECTRICAL SPECIFICATIONS LEGEND Architecture •Program Management •Permitting SE 34 DIVISION 16 - ELECTRICAL SPECIFICATIONS ELECTRICAL SYMBOLS 19120 SUITE 115STREET VANCOUVER, WA 98683 YBALCONY UPLIGHT FIXTURE PROJECT CONTACT: ERICK PETERSON PART I.GENERAL PROVISIONS PHONE: 360.980.8258 EMAIL: EPETERSON©PMDGINC.COM 1. SCOPE: PROVIDE ALL LABOR, MATERIAL,AND EQUIPMENT IN A. PANELBOARDS: PANELBOARDS SHALL BE BOLT-IN CIRCUIT ELECTRICAL CODE. WHERE CONNECTIONS ARE TO BE MADE PART III. EXECUTION d SINGLE FACE EXIT LIGHT W/EMERGENCY BATTERY ACCORDANCE WITH THESE SPECIFICATIONS,AND THE BREAKER TYPE,AS SHOWN ON THE PLANS. PANELS SHALL BE OF BETWEEN CONDUIT TERMINATIONS AND MOTORS, EQUIPMENT,OR ACCOMPANYING DRAWINGS TO PROVIDE A COMPLETE AND PANELBOARD CONSTRUCTION, 20 INCHES WIDE(MINIMUM),5-3/4" APPARATUS NECESSITATING FLEXIBLE CONNECTIONS,APPROVED 1. TESTS: MAKE ALL TESTS NECESSARY TO ENSURE THAT THE 0 PACK AND TWO(2)EMERGENCY LIGHT HEADS.SEE PROPERLY OPERATING ELECTRICAL SYSTEM FOR THE BUILDING. TO 6-1/2" DEEP, UL LISTED,AND MEET UL 67,UL 50,AND FEDERAL FLEXIBLE CONDUIT SHALL BE USED. OUTDOOR CONNECTIONS TOQ FIXTURE SCHEDULE ENTIRE INSTALLATION IS FREE FROM IMPROPER GROUNDS,AND SPECIFICATION W-P-115B AS TYPE 1, CLASS 1,WITH BOLT-ON FANS, HVAC UNITS,OR ROTATING EQUIPMENT SHALL B MADE WITH FROM SHORTED AND/OR OPEN CONDUCTORS. VOLTAGE, BRACKET OR WALL MOUNTED LIGHT FIXTURE.LETTER A. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE CIRCUIT BREAKERS, COPPER BUS BARS, NEUTRAL BUS,GROUND HELICAL WOUND, LIQUIDTIGHT,FLEXIBLE STEEL CONDUIT. CURRENT,AND ROTATION TESTS SHALL BE MADE BEFORE ANY WP DENOTES MARK, SEE FIXTURE SCHEDULE. FOLLOWING MATERIAL AND EQUIPMENT UNDER THIS DIVISION OF BUS,AND A HINGED LOCKABLE DOOR. CABINETS SHALL BE CODE EXPOSED CONDUIT SHALL BE SUITABLY SUPPORTED AT MOTORS ARE PLACED IN OPERATION. ALL LOADS SHALL BE KEN MCCRACKEN ARCHITECT THE SPECIFICATIONS, UNLESS NOTED OTHERWISE: PANELBOARDS; GAUGE, GALVANIZED STEEL, MOUNTED AS SHOWN. PROVIDE INTERVALS NOT TO EXCEED FIVE(5)FEET. DURINGBALANCED ACROSS PHASES. CHECK TO SEE THAT ALL LIGHTS B1 SEALf:=..--===== LIGHTING FIXTURES; LAMPS; RACEWAYS;600 VOLT WIRE AND TYPEWRITTEN CIRCUIT DIRECTORIES WITH CLEAR PLASTIC CONSTRUCTION,CONDUIT SHALL BE KEPT FREE OF ALL FOREIGN WORK,AND ARE CONTROLLED BY SWITCHES INDICATED ON , , FLUORESCENT LIGHT FIXTURE.LETTER CABLE; WIRING DEVICES; DEVICE PLATES;DEVICE,PULL,AND PROTECTORS IN ALL PANELS. ALL WIRES SHALL BE TAGGED WITH MATTER BY USE OF CAPPED BUSHINGS ON ALL TURNED UP ENDS. DRAWINGS,OR CIRCUIT BREAKERS SO INDICATED ON PANEL DENOTES MARK. SEE FIXTURE SCHEDULE. JUNCTION BOXES; SAFETY SWITCHES; MOTOR STARTERS; PANEL AND CIRCUIT NUMBERS. PANEL"MP"SHALL BE UL LISTED PAPER OR WOOD PLUGS ARE NOT ACCEPTABLE FOR THIS FLUORESCENT LIGHT FIXTURE ON NIGHT LIGHT CIRCUIT. LIGHTING CONTROLS; SCHEDULE. PROF CIRCUIT BREAKERS; FUSES;TIME CLOCKS; AND LABELED AS SUITABLE FOR USE AS SERVICE ENTRANCE PURPOSE. �,�ED FS EQUIPMENT IDENTIFICATION(NAMEPLATES AND DIRECTORIES); EQUIPMENT. APPROVED MANUFACTURERS OF PANELS ARE 2. GUARANTEE: FURNISH A GUARANTEE IN WRITING TO THE A FLUORESCENT LIGHT FIXTURE.LETTER �'� N I N4- S'i0 1. WIRE AND CABLE TERMINATIONS;CONNECTIONS TO INDIVIDUAL SQUARE D/TELEMECHANIQUE, CUTLER-HAMMER, GENERAL 7. WIRE AND CABLES: ALL WIRE AND CABLES SHALL BE 'A UNITS EQUIPMENT FOR THE WALK-IN FREEZERS AND COOLERS; OWNER THAT ALL WORK EXECUTED UNDER THIS SECTION IS DENOTES MARK. SEE FIXTURE SCHEDULE. ELECTRIC,WESTINGHOUSE,AND SIEMENS(I-T-E). UNDERWRITERS LABORATORIES'LISTED,AND LABELED,AND FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A O P 4., •5324 v AND TEMPORARY POWER. CONFORM WITH APPLICABLE STANDARDS OF UL(44,AND 83), PERIOD OF ONE(1)YEAR FROM DATE OF FINAL ACCEPTANCE. IN • PENDANT LIGHT FIXTURE.LETTER ''Gi�y-�t r B. LIGHTING FIXTURES: ALL LIGHTING FIXTURES SHALL BE UL LISTED, NEMA(WC-5,AND WC-7), IPCEA(S-61-402,AND S-66-524), FEDERAL ADDITION, DURING THE TERM OF THIS GUARANTEE,THE REPAIR DENOTES MARK. SEE FIXTURE . B. THE FOLLOWING MATERIAL AND EQUIPMENT WILL BE FURNISHED COMMERCIAL QUALITY. REFER TO NATIONAL ACCOUNT SPECIFICATIONS(J-C-30A(1),AND HH-1-595C),ANSI,AND OTHER AND/OR REPLACEMENT OF ANY DEFECTIVE WORK,AND ALL 0 SCHEDULE. i- GON_ N AND/OR INSTALLED BY OTHERS, OR UNDER OTHER DIVISIONS OF SCHEDULE. REVIEW AT:WWW.POPEYESDEVELOPMENT.COM; APPLICABLE INDUSTRY STANDARDS. CONNECTORS AND LUGS RESULTING DAMAGES SHALL BE MADE AT NO ADDITIONAL ILI RECESSED DOWN LIGHT FIXTURE.LETTER �(), THE SPECIFICATIONS, UNLESS NOTED OTHERWISE: LOW VOLTAGE PASSWORD: lagniappe SHALL MEET UL PUBLICATION 486. ALL BRANCH CIRCUIT WIRING DENOTES MARK. SEE FIXTURE SCHEDULE. V ' (24 VOLT)WIRE AND CABLE, COMMUNICATION DEVICES,SECURITY SHALL BE 600 VOLT, COPPER,75 DEGREE C(MIN),TYPE EXPENSE TO THE OWNER. O 8"VERTICAL FLUORESCENT RECESSED LIGHT FIXTURE. MMES q•'`(BP EQUIPMENT, POINT OF SALE(POS)EQUIPMENT, SIGNAGE, C. LAMPS: ALL NEW FLUORESCENT LAMPS(F40T8)SHALL BE COOL THHN/THWN WITH A MINIMUM SIZE OF#12 AWG,UNLESS NOTED 3. TEMPORARY POWER: AT THE PROJECT SITE, PROVIDE A 100 LETTER DENOTES MARK.SEE FIXTURE SCHEDULE. f2- I Z CONCRETE BASES FOR SITE LIGHTING POLES. WHITE, OR COLOR IMPROVED COOL WHITE,WITH A 4100 DEGREE K OTHERWISE. WIRE SIZES OF#8 AWG AND LARGER SHALL BE AMP, 120/240 VOLT, SINGLE PHASE,SERVICE WITH POWER I COLOR TEMPERATURE,2950 MIN INITIAL LUMENS,20,000 HOURS STRANDED. SERVICE AND FEEDER CABLES SHALL BE 600 VOLT, OUTLETS ADEQUATE FOR TEMPORARY CONSTRUCTION POWER. S TOGGLE SWITCH-SINGLE POLE-HUBBEL#HBL1221-I. D C. THE FOLLOWING MATERIAL AND EQUIPMENT WILL BE FURNISHED BY RATED LIFE,AND 62 MIN CRI,UNLESS NOTED OTHERWISE. STRANDED COPPER,75 DEGREE C(MIN),TYPE XHHW. ALL TEMPORARY LIGHTING SHALL BE MAINTAINED IN ALL AREAS OF SOS OCCUPANCY SENSOR SWITCH-SINGLE POLE-HUBBELL OTHERS, OR UNDER OTHER DIVISIONS OF THE SPECIFICATIONS, CIRCUITS SHALL HAVE A SEPARATE GROUND CONDUCTOR. THE BUILDING UNTIL PERMANENT POWER SOURCES HAVE BEEN LIGHTHAWK2-1. CONSULTANT. x :::— AND INSTALLED BY THE CONTRACTOR, UNLESS NOTED OTHERWISE: D. WIRING DEVICES: ALL WIRING DEVICES SHALL BE UL LISTED, PROVIDE GREEN-INSULATED GROUND WIRE IN ALL RACEWAYS, ENERGIZED.TEMPORARY SERVICE SHALL BE PROVIDED UNDER SITE LIGHTING FIXTURES AND POLES. COMMERCIAL SPECIFICATION GRADE. SWITCHES SHALL BE RATED CABLE ASSEMBLIES,AND WHERE NOTED. SIZE EQUIPMENTSECTION 1A OF THESE SPECIFICATIONS. 24 DUPLEX RECEPTACLE; NUMBER SUBSCRIPT INDICATES THANOO FINISHED ABV FLOOR IF DIFFERENT - -- 20 AMPS AT 120/277 VOLTS,AC. STANDARD RECEPTACLES SHALL GROUNDS PER TABLE 250-122 OF THE NATIONAL ELECTRICAL MOUNTING HEIGHTv BE 20 AMP, DUPLEX, GROUNDING TYPE, IN NEMA CODE. INSULATION COLOR CODES SHALL BE BLACK,RED,ANDSPECIFIED. HUBBEL#5362-I 4. CLEAN-UP: LEAVE THE ELECTRICAL PORTION OF THE WORK INA - � �', 2. GENERAL REQUIREMENTS: ALL WORK SHALL BE PERFORMED BY CONFIGURATIONS, UNLESS NOTED OTHERWISE. SWITCHES IN THE BLUE(PHASE),WHITE(NEUTRAL),AND GREEN(GROUND). CLEAN AND FINISHED CONDITION. WP/G� DUPLEX RECEPTACLE- IN WEATHER PROOF ENCLOSURE j4�/ SKILLED LICENSED ELECTRICIANS IN ACCORDANCE WITH THE BEST SAME LOCATION SHALL BE GANGED BEHIND A SINGLE PLATE. OR COVER, GROUND FAULT INTERUPTER. �� PRACTICES OF THE TRADE, MEETING THE REQUIREMENTS OF THE DEVICE PLATES IN THE KITCHEN AREA SHALL BE METAL, A. ALL WIRING SHALL BE INSTALLED IN CONDUIT,EXCEPT WHERE 5. AS-BUILT DRAWINGS: MAINTAIN AS-BUILT DRAWINGS, UPDATED 7 LATEST EDITION OF THE NATIONAL ELECTRICAL CODE,APPLICABLE ALUMINUM OR STAINLESS STEEL. DEVICE PLATES IN THE DINING SPECIFICALLY SHOWN ON THE DRAWINGS. NON-METALLICC "' /i v DAILY DURING CONSTRUCTION,AND PRESENT THE OWNER WITH --0— RECEPTACLE FLUSH MOUNTED IN CEILING. v FEDERAL,STATE AND LOCAL CODES,AND THE REQUIREMENTS OF AREA SHALL BE THERMOPLASTIC PLASTIC (NYLON)OR METAL, SHEATHED(TYPE NM)CABLE IS NOT PERMITTED. ONE SET UPON COMPLETION. PROVIDE THE OWNER'S �J VERIFY EXACT LOCATION AND NEMA 4 THE ELECTRICAL UTILITY COMPANY FURNISHING THE SERVICES. COLOR AS APPROVED BY THE ARCHITECT OR OWNER. APPROVED PERSONNEL WITH ON-SITE CONSTRUCTION IN THE OPERATION CONFIGURATION. ALL NECESSARY CONSTRUCTION PERMITS AND CERTIFICATES OF MANUFACTURERS OF SWITCHES AND RECEPTACLES ARE B. ALL BRANCH CIRCUIT, COMMUNICATION,SIGNALING,AND AND MAINTENANCE OF THE COMPLETED ELECTRICAL SYSTEM. 1G DUPLEX RECEPTACLE-ISOLATED GROUND SURGE R o BISO N INSPECTION SHALL BE PURCHASED AND OBTAINED UNDER THIS HUBBELL,ARROW HART, BRYANT, LEVITON, PASS&SEYMOUR, CONTROL WIRING TO KITCHEN, FIRE PROTECTION,AND OTHER PROTECTED- HUBBELL#IG-5362-OSP FOR POS EQUIP. CONTRACT. GENERAL ELECTRIC,SLATER,OR EQUAL. EQUIPMENT SHALL BE ROUTED ABOVE THE CEILING. VERIFY &PRINTERS ENGINEERING, INC WHETHER OR NOT THE SPACE ABOVE THE CEILING IS USED AS A 19401 40TH AVE W.,SUITE 302 A. COORDINATION: ALL OUTLETS MUST BE ACCURATELY LOCATED, 1. SWITCHES: SPACE FOR RETURN AIR FOR THE ENVIRONMENTAL AIR SYSTEM. I C' DUPLEX RECEPTACLE- ISOLATED GROUND SURGE 0140THOD,WA 98036 PARTICULARLY APPLIANCE OUTLETS WHICH SHALL BE LOCATED a. SINGLE POLE: HUBBELL HBL1221-I,OR EQUAL. IF IT IS USED FOR RETURN AIR, PROVIDE APPROVED RACEWAYS PROTECTED; MOUNTED IN CEILING. HUBBELL#IG-5362-OSP 206-364-3343 TEL FROM THE DIMENSIONS GIVEN ON THE DRAWING AND FIELD b. THREE WAY: HUBBELL HBL1223-I,OR EQUAL. FOR ALL OVERHEAD WIRING PER NEC ARTICLE 300-22(B). IF IT IS C FOR MONITORS VERIFIED. REVIEW THE ARCHITECTURAL, PLUMBING AND HEATING 2. RECEPTACLES: NOT"OTHER SPACE USED FOR ENVIRONMENTAL AIR",APPROVED CONTACT:JAMESYBARRA AND VENTILATING PLANS IN ORDER TO COORDINATE THIS WORK a. NEMA 5-20R: HUBBELL 53621,OR EQUAL. LOW VOLTAGE CABLES MEETING THE REQUIREMENTS OF NEC REI#424.1483 SPECIAL PURPOSE �. WITH OTHER TRADES,AND COOPERATE WITH THEM IN THE ENTIRE b. NEMA 5-20R-IG: HUBBELL IG-5362,OR EQUAL. ARTICLES 725 AND 760 MAY BE RUN WITHOUT RACEWAYS,UNO. RECEPTACLE INSTALLATION. c. NEMA 5-20R-IG/SS: HUBBELL IG-5362-OS,OREQUAL. ALL SAFETY CONTROL WIRING FOR FIRE PROTECTION SYSTEMS, d. NEMA 5-20R-GFCI: HUBBELL GF5362-I,OR EQUAL. SHUNT TRIPS, ETC.SHALL BE RUN IN A RACEWAY IN ACCORDANCE 208/120 PANELBOARD. Ailli°* e. NEMA 6-20R: HUBBELL 5462-1,OR EQUAL. WITH NEC ARTICLES 725.25 AND 725.28. 3. SERVICE VOLTAGE: THESE DRAWINGS ARE FOR A METERED, f. OTHERS: COMMERCIAL OR INDUSTRIAL GRADE,UL LISTED, DISCONNECT SWITCH SIZE AS NOTED. _ gn UNDERGROUND BUILDING SERVICE OF 120/208 VOLT,THREE PHASE, FEDERAL SPECIFICATION WC596F. 8. SITE LIGHTING: THE G.C.WILL FURNISH THE SITE LIGHTING aFOUR WIRE 60 HERTZ. ALL KITCHEN AND AIR CONDITIONING PACKAGE FROM NATIONAL ACCOUNT VENDOR,AS REQUIRED FOR E DOOR SWITCH MOUNTED IN DOOR FRAME(F.B.C.) EQUIPMENT HAS BEEN DESIGNED AND PURCHASED FOR USE ON 3. WP PLATES: WEATHERPROOF COVERS ARE PERMITTED UNDER THE SPECIFIC LOCATION. UNDER THIS SPECIFICATION SECTION, THIS ELECTRICAL SYSTEM. THE CONTRACTOR SHALL CONTACT NEC ARTICLE 406.8(B)(I). PROVIDE 1"RIGID GALVANIZED STEEL ELECTRICAL CONDUIT,AND 3 SEE ELECTRICAL NOTES. tit\ lg 1 THE ELECTRICAL UTILITY AND VERIFY ALL OF THE ABOVE SERVICE THE REQUIRED WIRING FROM THE PANEL TO THE POLE. SET CHARACTERISTICS,AND THE AVAILABLE FAULT CURRENT. 4. NATIONAL ACCOUNT: REFER TO THE NATIONAL ACCOUNT FIXTURES AND POLES ON CONCRETE BASES,AS PROVIDED UNDER A.F.F. ABOVE FINISHED FLOOR. i iallrj'\9 ° DIRECTORY. THE FOLLOWING EQUIPMENT MAY BE AVAILABLE: SPECIFICATION SECTION 3A: CONCRETE. GROUND/BOND ALL SITE 4. SERVICE EQUIPMENT: THE SERVICE SHALL BE LOCATED AS SHOWN MAIN SERVICE PANELBOARD WITH BREAKERS INSTALLED, LIGHTING FIXTURES/POLES PER THE NEC. THE BRANCH CIRCUIT A.F.C. ABOVE FINISHED CEILING. ON THE SITE PLAN,OR AS INDICATED IN THE INSTRUCTIONS TO LIGHTING AND DISTRIBUTION PANELBOARDS WITH BREAKERS CONDUCTORS SHALL BE INCREASED FROM#10 AWG TO#8 AWG IF F.B.C. FURNISHED BY CONTRACTOR. BIDDERS. UTILITY POLES, PADS FOR UTILITY TRANSFORMERS, INSTALLED, ROOF-TOP DISCONNECTS FOR HVAC UNITS AND THE HORIZONTAL DISTANCE FROM THE PANEL TO THE POLE IS CURRENT TRANSFORMER ENCLOSURES, METERING EQUIPMENT, KITCHEN HOOD FANS, LIGHTING CONTACTOR PANEL,AND SHUNT GREATER THAN EIGHTY(80)FEET. ALL SITE LIGHTING SHALL BE G.F.I. GROUND FAULT INTERUPTING SERVICE MASTS,AND OTHER RELATED MATERIALS AND TRIP SYSTEMS(IF REQUIRED PER LOCAL CODE). CONTROLLED THROUGH THE LIGHTING CONTROL SYSTEM SHOWN EQUIPMENT SHALL BE APPROVED, FURNISHED,AND INSTALLED AS ON THE DRAWINGS. REFER TO THE SITE PLAN FOR QUANTITY AND W.P. WEATHERPROOF \ REQUIRED. INCLUDE THE COST OF ALL THE ABOVE ITEMS,SERVICE 5. EXCAVATIONS: PERFORM ALL NECESSARY EXCAVATING AND LOCATION OF ALL SITE LIGHTING. SET FIXTURES AS SPECIFIED, U.N.O. UNLESS NOTED OTHERWISE. / CONNECTIONS,AND METER CHARGES IN THE BASE BID. MAIN BACK-FILLING REQUIRED FOR THIS INSTALLATION.ALL AND AIM AFTER DARK FOR UNIFORM LIGHT DISTRIBUTION. SERVICE SWITCHES AND CURRENT TRANSFORMER CABINETS EXCAVATIONS BELOW THE BOTTOM OF FOOTINGS SHALL BE SHALL BE INCLUDED IN THE BASE BID. UNLESS NOTED OTHERWISE, BACKFILLED WITH 3000 PSI CONCRETE. WHERE DITCHES ARE CUT 9. SIGNAGE LIGHTING: PROVIDE A 1"RIGID GALVANIZED STEEL A-3 CONDUIT RUN CONCEALED IN WALLS OR CL.SPACES.ARROWS A MAIN SERVICE SWITCH WITH CURRENT LIMITING FUSES MAY BE FOR OUTSIDE RUNS OF CONDUIT, REPLACE AND TAMP THE EARTH ELECTRICAL CONDUIT,AND WIRING,FROM THE PANEL TO ALL INDICATE HOMERUNS.SUBSCRIPT INDICATES PANEL AND USED WHEN THE AVAILABLE FAULT CURRENT(AFC) IS EXCESSIVE, IN 12"LAYERS AND LEAVE THE GROUND LEVEL AND EQUAL TO ITS ILLUMINATED SIGNS AS SHOWN ON THE LIGHTING AND SITE PLANS. CIRCUIT NUMBERS.SLASH MARKS INDICATE NUMBER OF IN ORDER TO USE STOCK PANELBOARDS,WITH 10K OR 22K AIC ORIGINAL CONDITION. GROUND/BOND EACH SIGN. SIGNS WILL BE FURNISHED AND CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORNO RATINGS. INSTALLED BY THE OWNER,OR UNDER A SEPARATE CONTRACT, REQUIRED IN ALL CONDUITS NOT INDICATED WITH WITH U 6. CONDUIT AND FITTINGS: CONDUIT PERMITTED: (A)RIGID UNO. POWER AND WIRING SHALL BE FURNISHED AND INSTALLED HASHMARK. Com, PART II. MATERIALS GALVANIZED STEEL(RGS),(B)EMT, (C)PVC,AND(D)ENT. TYPES UNDER THIS SECTION OF THE SPECIFICATIONS. A-3 UTILIZED SHALL BE RUN ONLY AS PERMITTED PER CODE. ALL /' 7 1. MATERIALS: ALL MATERIALS SHALL BE NEW AND OF THE QUALITY WIRING SHALL BE RUN IN CONDUIT. CONDUIT PLACED IN OTHER WIRING: SAME AS ABOVE NOTE EXCEPT RUN CONDUIT INDICATED BY THE SPECIFIED BRAND NAMES. SUBSTITUTIONS OF CONCRETE OR RUN UNDERGROUND SHALL BE RIGID GALVANIZED — BELOW FLOOR ED MATERIAL OF EQUAL QUALITY BY OTHER MAJOR MANUFACTURERS CONDUIT OR PVC. IF PVC IS USED,ALL ELBOWS, SWEEPS AND A. FURNISH AND INSTALL ALL POWER WIRING AND CONDUIT AS n� OF COMMERCIAL EQUIPMENT MAY BE ACCEPTABLE PROVIDED A STUB-UPS SHALL BE RGS. CONDUIT EXPOSED OR RUN IN INDICATED ON THE DRAWINGS FOR ROOF-TOP HVAC EQUIPMENT, �' EF EXHAUST FAN. LIST OF SUCH SUBSTITUTIONS IS APPROVED IN WRITING BY MASONRY WALLS ABOVE GRADE MAY BE PVC OR EMT WHERE KITCHEN HOOD FANS,AND WALK-IN FREEZER AND COOLER POPEYE'S ARCHITECTURE AND ENGINEERING DEPARTMENT. THE ALLOWED BY LOCAL CODES. IF EMT IS NOT PERMITTED,RIGID EQUIPMENT. DISCONNECT SWITCHES,AVAILABLE FROM THE SF SUPPLY FAN. il{r_D. O CONTRACTOR SHALL SUBMIT A SUBSTITUTION LIST IN TRIPLICATE SCREWED GALVANIZED PIPE CONDUIT AND FITTINGS SHALL BE NATIONAL ACCOUNT, SHALL BE FURNISHED AND INSTALLED FOR (l/ AT LEAST FIVE DAYS PRIOR TO THE BID OPENING. USED. IF SHIELDED CABLE IS REQUIRED FOR CONTROL EACH UNIT OF HVAC EQUIPMENT,AND FOR KITCHEN EQUIPMENTNY FF FLY FAN I i CIRCUITRY, IT SHALL BE TAN, GREY OR ANY NEUTRAL COLOR WITHOUT A CORD AND PLUG. BEFORE ENERGIZING ANY I I O OTHER THAN THAT AS SPECIFIED FOR POWER DISTRIBUTION. NO EQUIPMENT,VERIFY THAT THE CORRECT POWER SUPPLY CONDUIT SMALLER THAN 3/4"SHALL BE INSTALLED EXCEPT FOR VOLTAGE,AMPACITY,AND PHASING HAS BEEN PROVIDED AT THE O JUNCTION OR OUTLET BOX. 07 TWO-WIRE SWITCH LEGS. ALL CONDUIT BENDS SHALL BE FREE LOAD SIDE OF THE DISCONNECT. Q) n/ FROM DENTS AND KINKS. ALL CONDUITS SHALL BE ELECTRICALLY O JUNCTION OBOXFOR SIGN-MOUNT SWITCH NEAR SIGN. MAKE ALL CONTINUOUS FROM THE SERVICE EQUIPMENT TO ALL OUTLETS, B. FURNISH AND INSTALL THE LIGHTING CONTACTOR PANEL,AND ALL SIGN CONNECTIONS REQ'D.VERIFY ALL ASPECTS WITH SIGNAGE I I I .Nr) Q AND SHALL BE SECURED TO ALL METAL BOXES WITH ONE LOCK ASSOCIATED POWER WIRING,AS INDICATED. THE LIGHTING VENDOR.SEE ARCHITECTURAL ELEVATIONS FOR HEIGHT AND 11-0 CD NUT OUTSIDE,AND ONE INSIDE THE BOX WITH A REINFORCED CONTACTOR PANEL IS CUSTOM BUILT,AND AVAILABLE FROM THE LOCATION AS SHOWN. J 1 BAKELITE BUSHING. IF PVC, OR ENT, IS USED,THEN APPROPRIATE NATIONAL ACCOUNT. ©SD JUNCTION BOX FOR SMOKE DETECTOR(F.B.C.)120v r SIZED, ELECTRICALLY CONTINUOUS, BOND WIRES SHALL BE RUN WIRING BY THIS CONTRACTOR. FROM THE SERVICE EQUIPMENT TO ALL OUTLETS,AND SHALL BE 10. EMPTY CONDUIT: LEAVE A#12 AWG PULL WIRE IN ALL EMPTY L.--7,:—:.7-.7,77=-=-:;-= - SECURED TO EACH WIRING DEVICE PER THE NATIONAL CONDUITS. T COMBINATION DUAL DATA OUTLET AND TELEPHONE OUTLET REV DATE DESCRIPTION HEIGHT AS NOTED ON PLANS WITH 3/4"EMPTY CONDUIT TO 11. BOXES AND WIREWAYS: ALL JUNCTION BOXES, PULL BOXES, ABOVE CEILING. PROVIDE PULL WIRE. A 1 01.13.20 CLIENT REVIEW WIREWAYS, ETC, SHALL BE SIZED IN ACCORDANCE WITH THE A 01.21 20 PLANNING SUBMITTAL NATIONAL ELECTRICAL CODE. A 0x.xx.20 BUILDING SUBMITTAL V TELEPHONE OUTLET,WALL TYPE,24"AFF U.N.O ON PLANS WITH 12. EQUIPMENT IDENTIFICATION: PROVIDE NAMEPLATES FOR ALL 3/4"EMPTY CONDUIT TO ABOVE CEILING. PROVIDE PULL WIRE. PANELBOARDS,CONTROLS,AND OTHER ELECTRICAL EQUIPMENT. EQUIPMENT VISIBLE TO THE PUBLIC SHALL BE IDENTIFIED WITH V DATA OUTLET, HEIGHT AS NOTED ON PLANS WITH 3/4"EMPTY ENGRAVED LAMINATED NAMEPLATES ATTACHED WITH STAINLESS CONDUIT TO ABOVE CEILING. PROVIDE PULL WIRE. STEEL FASTENERS. ELECTRICAL EQUIPMENT NOT VISIBLE TO THE PUBLIC MAY BE NEATLY IDENTIFIED WITH BLACK PERMANENT PROVIDE'ON/OFF'SELECTOR SWITCH AND PILOT LIGHT IN NEMA MARKERS. (S)3 4 STAINLESS STEEL ENCLOSURE MOUNTED ON THE FACE OF THE HOOD. PROVIDED BY HOOD MANUFACTURER. © SPEAKER;CEILING MOUNTED SPEAKER OUTLET IN WALL STUB 3/4"CONDUIT TO - ~ SPK SPACE ABOVE ACCESSIBLE CEILING. PROVIDE PULL WIRE. DRAWN BY: JAY I TRANSFORMER MOUNTED ACCESSIBLE CHECKED BY: JAY 11ARCH.PROJECT NO.: r== ❑® ELECTRIC DOOR PUSHBUTTON: EDWARDS#590 48"MOUNTING HEIGHT AVB 19 0 01 . 0 `-' ELECTRIC DOOR BUZZER: 8"BELOW SHEET NAME: - .=- CEILING ELECTRICAL 6 PHOTOCELL REFERENCE ONLY SPECIFICATIONS NOT APPROVED WITH THIS PERMIT A N D LEGEND El SHEET NUMBER:rrti7 ` _ -2 FOOOO 'COPYRIGHT 2020, ROBISON ENGINEERING, INC. JYBARRA F:\_ EDRO+MCCRACKEN\_BURGER KING\424-1483 BK 12351 TIGARD, OR\DWG\PU(1562-HP-E(VER90N=1).DWG 02-27-2020 17:21 J KEN McCRACKEN, ARCHITECT _ GENERAL NOTES. Architecture •Program Management •Permitting A. VERIFY MOUNTING HEIGHTS OF ALL RECEPTACLES WITH 19120 SE 34TH STREET EQUIPMENT SUPPLIED PRIOR TO INSTALLATION. SUITE 115 B. ALL EQUIPMENT ELECTRICAL OUTLETS ARE DIMENSIONED VANCOUVER, WA 98683 TO CENTERLINE OF BOX FROM ABOVE FINISHED FLOOR. PROJECT CONTACT: ERICK PETERSON PHONE: 360.980.8258 C. ELECTRICAL CONTRACTOR TO PROVIDE CORD & PLUG EMAIL: EPETERSONQPMDGINC.COM CONNECTIONS FOR EQUIPMENT AS REQUIRED. D. PER 2017 CEC 210.8(B): ALL 50 AMPS OR LESS SINGLE PHASE RECEPTACLES RATED 150V TO GROUND OR LESS & ALL 100 AMPS OR LESS, THREE PHASE RECEPTACLES RATED 150V TO GROUND OR LESS WITHIN KITCHEN, BATHROOM ROOFTOP, OUTDOORS, SINKS AND INDOOR WET LOCATIONS SHALL HAVE GFCI PROTECTION AT THE KEN MCCRACKEN, ARCHITECT PANEL OR AT THE RECEPTACLE r.SEALg .. -` E. BEFORE PHONE IS INSTALLED THE FOLLOWING NEED TO FIXTURE SCHEDULE . BEO INR PLACE - CONDUIT AND PULL STRING, BA L. ��D FS BUILDING LIGHTING BOARD - GROUNDED- ON FIRE RETARDANT WALL. PROF F. FIELD VERIFY ALL POWER REQUIREMENTS AND FINAL \�' <c"\- I N4- `' LOCATIONS OF ALL EQUIPMENT WITH CONSTRUCTION Li •5324 MARK SYMBOL DESCRIPTION DIFFUSER LAMPS BALLAST MOUNTING MANUFACTURER AND MANAGER AND/OR MANUFACTURER'S SPECIFICATIONS WATTS TYPE CATALOG NUMBER PRIOR TO BID AND INSTALLATION. =' S3WALL PACK TEMPERED GLASS 1-30W LED ELECTRONIC 10' AFG SECURITY LIGHTING: RWSC-72LED-5K-DO-U-DB G. ALL OUTLETS MOUNTED AT 18"A.F.F., TO CENTERLINE OF :- GONfli- if nVERIFY FINAL MOUNTING HEIGHT OUTLET, UNLESS OTHERWISE NOTED. atiti NOTE: EC TO FIELD VERIFY FINAL MODEL NUMBERS WITH SECURITY LIGHTING PRIOR TO ORDERING. �P �q'/£s A�',0Bp's 2 20 LIGHTING AND POWER PLAN KEY NOTES 0�X25 1 EC TO PROVIDE POWER TO NEW SIGNAGE. IF APPLICABLE, REUSE EXISTING NEARBY CIRCUIT, OTHERWISE, PROVIDE 3/4-"C, 2i#12, #12G FEEDER FOR CONSULTANT=- o . x, - POWERING OF NEW SIGNAGE AND PROVIDE THROUGH EXISTING TIMECLOCK FOR AUTOMATIC CONTROL. _ _ -- - 2 EC TO REPLACE EXISTING LIGHT FIXTURES WITH NEW AND PROVIDE POWER FROM NEARBY EXTERIOR iIli LIGHTING CIRCUIT. SOME FIXTURES MAY BE NEW ',LOCATIONS. r/'=E _-_ of I E`;JILDING SIGNAGE 3 EC TO PROVIDE POWER FOR NEW LIGHTBAND AND v CIRCUIT CCOOORDINATEOFINALSLOCATIONRANDLIPOWER -- - \ I REHMANUFACTURER'S I ' O°HS " P J PRIORTOBID ANDINSTALLATIONAND SPECIFICATIONS ROBISON EXISTING TIMECLOCK FOR AUTOMATIC CONTROLS. ENGINEERING, INC .f--1- 1 I- II I 4 EXISTING SWITCHBOARD AND PANELS TO REMAIN. 1940140TH AVE W.,SUITE 302 LYNNWOOD,WA 98036 II I I- —r— 7 5 EC TO PROVIDE DUPLEX RECEPTACLES FOR NEW 206.364.3343 TEL I DIGITAL MENU BOARD. EC TO CONFIRM FINAL CONTACT:JAMES YBARRA =u� �I-_ I MOUNTING HEIGHT, QUANTITY, AND LOCATIONS WITH REI#424 1483 2 I I I I MANUFACTURER'S SPECIFICATIONS PRIOR TO BID AND ( ) II II I ( I I INSTALLATION. r'!"-z======;::=:::-.2.= TYP. l I II IIS3 7153 11--11S30- 6 JUNCTION BOX ABOVE ACCESSIBLE CEILING FOR - - - POWER TO LIGHT BAND. MOUNT POWER SUPPLY !_ m = I; _ 11 I I I [ I 1I_ ABOVE CEILING ADJACENT TO JUNCTION BOX AND a �4 -- ROUTE WIRING TO LIGHT BAND. CONFIRM FINAL �? ,� - REQUIREMENTS PRIOR TO INSTALLATION. I r- I I 7 EC TO FIELD VERIFY MENU BOARD FINAL LOCATIONOt/ork.,6,94e WH I I INSTALLATION.MOUNTING METHOD PRIOR TO BID AND I SHELF BIB BIB I COUNTER S3 I - - - - 6 C PREP TABLE w w 5 OVEN Q I (TYP.) U C- - .L I ® I 96„ __ I © I TABLE TABLE / I _ Q I I I - IG -- ED I iI _�6„ >(.7‘,,,/,,,,,,,,,,,(/yu,l Nye,,‘,/,>(-7/,,,,,-.7,-,,,,,-/, / / ' Li_ [ 0 I _ - I SINK ICE BIN III 96„ _ -1 I I I 0 OVEN FREEZER FRYER WARMER -96 IG' (TYP.) -_ y X7 X XX/y xxi y xx/./xx/J/j< I XX/J/ 1I 0 2 (TYP.)4 KWP m UDS 1 BUILDING SIGNAGE REV DATE DESCRIPTION OIL OIL k.I— TABLE � n 1 Q 01 13.20 CLIENT REVIEW 01.21.20 PLANNING SUBMITTAL �' PREP TABLE WARMER I - 6 PREP TABLE —L-_ Q Ox.xx.20 BUILDING SUBMITTAL I XX/y�X/_,? XX/,2' .. .YXX/.YXX/y O 1I it I 11 1F it I L J InIS3 DRINKS IfIS3 1 _zie WP luip. 32 ' 2 BUILDING1 SIGNAGE (TYP.) f I (TYP.) I - I ( ' —H 1- - - - J i WP BUILDING SIGNAGE 11 I I I L- J ., 01 LIGHTING/POWER PLAN DRAWN BY: JAY E01.00 SCALE: 1/4"= 1'-0' CHECKED BY: JAY 1.74 ARCH.PROJECT NO.: r=-17=2 2 AV 819001 . 0 LSHEET NAME:L7=---=-=-1-7,-.1 EF��ENaoNLY ELECTRICAL p PROVED WITH THIS PERMIT LIGHTING A N D � � � � N POWER PLA \ 2-SHEET NUMBER: I X01 ,, 00 C'COPIRIGHT 2020, ROBISON ENGINEERING, INC. JYBARRA f:\3EORO+MCCRACKEN\$URGER KING\424-1483 BK #2351 11GARD, OR\DNG\PLK1562-HP-E(VER510N=i).DWG 02-27-2020 17:20 _I KEN McCRACKEN, ARCHITECT Architecture -Program Management -Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER, WA 98683 PROJECT CONTACT: ERICK PETERSON PHONE: 360.980.8258 EMAIL: EPETERSON@PMDGINC-COM KEN MCCRACKEN, ARCHITECT ALIEINSIENEIEEMEEEEEMEE �0 PROFS, cc' F.N I N EF SD s� c,, •5324 *! r G0111 8 HIHEAL I HZ6c/a4 h�/ ��i,'1•A ilfeS A. 25 f 2Q2 o-5 1 1 . REFER TO ARCHITECTURAL SHEETS FOR DETAILS OF MENU BOARD, SPEAKER BOARD, AND SITE LIGHTING. :--CONSULTANT: i :? r 7, ,-, �- 2. ALL UNDERGROUND CONDUITS TO BE BURIED AT A [ )1 [ L MDEPTH OF 24 BELOW GRADE, U.N.O. 3. SITE INIMUM LIGHTS AND SIGNAGE SHALL BE WIRED AS CIRCUITED ([ TO MATCH CIRCUITRY AND CONTROLS FOR LIGHTING `� r ,] CONTACTORS PHOTOCELLS, AND TIME CLOCK(S). EC TO ROBISON ' a REUSE EXISTING LIGHTING CONTROLS IF CODE COMPLIANT, ENGINEERING, INC 19401 40TH AVE W.,SUITE 302 OTHERWISE PROVIDE NEW. LY 206r 643343 TEL o / N AY• �, CONTACT:JAMES YBARRA I O. 4. ANY FEEDER LONGER THAN 75' IS TO BE UPSIZED TO THE REI#4241463 NEXT STANDARD WIRING SIZE FOR VOLTAGE DROP [ ; (TYP) o PURPOSES. ri ,_.: .:...,,,_..:,..:.:::.:...: 5. EC TO REFER TO ARCHITECTURAL AND STRUCTURAL R ER U . - DRAWINGS TO VERIFY EXACT LOCATION OF ALL EQUIPMENT _ PRIOR TO BID AND INSTALLATION. VallIN "41Orr ill 11 --g--tri . \. . rifFiw! ' DIRECTIONAL SIGN ® = , , „ ISE -I�I ,, ® = ��-- •i ��.- . '- .'.�- — / N 0 L CI .. . , . , . . - ',,, „ ,-.-.• ,..... 1 ill in w" G 6 1� ® d 1 = j p Ei CTRIC�°� alit NOTES hn / 8 4 1 0 EI cNi TYP) 74 M, :: 00 o 0 DIRECTIONAL SIGNS, DRIVE—THRU MENUBOARD(S), AND 1, (TYP) SITE LIGHTING SHALL BE WIRED THRU THE EXISTING / U SNP ! li �� LIGHTING CONTACTORS FOR AUTOMATIC AND MANUAL v Q 'GITAL PRE—S BOARD ��,r i 0 � I / LIGHTING CONTROL, IF CODE COMPLIANT. Li) � 0 0 4 WP I (TYP) --. -- _ I. - -- ---- � - � - - ' � ' - a —�--' EC TO CONFIRM FINAL LOCATION AND POWER � � . L-------i REQUIREMENTS OF EQUIPMENT PER SIGNAGE VENDOR'S CN i 0 (� J SPECIFICATIONS PRIOR TO ROUGH—IN. z [] DIGITAL MENU BOARD o 0 _.�r • EC TO USE LOCATION OF SITE LIGHTING FIXTURES ON \V�� (TYP) THIS SHEET AS REFERENCE AND VERIFY FINAL LOCATION LO _ OF SITE LIGHTING FIXTURES WITH PHOTOMETRIC PLAN. OCA (f) I 4 NEW DIGITAL MENU BOARD. EC TO REUSE EXISTING CIRCUIT FOR POWERING OF NEW ORDER CONFIRMATION UNIT, REV DATE DESCRIPTION � '''..:."..**•..,....'Z.,„. OTHERWISE PROVIDE 3/4",2#12,#12G FEEDER. A 01.13.20 CLIENT REVIEW __ — Q 01.21.20 PLANNING SUBMITTAL ��_ ��� NEW DRIVE—THRU WAY FINDING SIGN. PROVIDE 0 oxxx2o BUILDING SUBMITTAL —_ 3/4 ,2#12,#12G FEEDER. --_ _------.........z.:::::::::„...,_ 6 NEW DIGITAL PRE—SELL MENU BOARD. EC TO REUSE � EXISTING CIRCUIT FOR POWERING OF NEW DIGITAL -- PRE—SELL MENU BOARD, OTHERWISE PROVIDE - 3/4",2#12,#12G FEEDER. - - EC TO REPLACE EXISTING SITE LIGHT WITH NEW LED LAMPS, REUSING EXISTING CIRCUITING AND POLES. immaimainumminimm 8 NEW ORDER CONFIRMATION UNIT, EC TO REUSE EXISTING DRAWN BY: JAY CIRCUIT FOR POWERING OF NEW ORDER CONFIRMATION UNIT, CHECKED BY: JAY OTHERWISE PROVIDE 3/4",2#12,#12G FEEDER. ®ARCH.PROJECT NO.: AV 319001 . 0 SHEET NAME:EIEEEEREEKEENNEW �� SITE PLAN REFERENCE ONLY ELECTI CAL � � �oNOT APPROVED WITH THIS PERMIT SITE SCALE: 1"w 20 PLAN kiti SHEET NUMBER: _<. - 81 . 10 C. COPYRIGHT 2020. ROBISON ENGINEERING. INC. JYBARRA F:\_PEDRO+MCCRACKEN\JURGER KING\424-1483 BK #2351 TIGARD, OR\�DWO\ES1-1.DWG 02-05-2020 10:44 KEN McCSARACKEN'( , ARCHITECT Architecture •Program Management •Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER, WA 98683 PROJECT CONTACT: ERICK PETERSON PHONE: 3E0.980,8258 EMAIL: EPETERSON©PMDGINC-COM KEN MCCRACKEN, ARCHITECT ESE AL 1111111111111111111111111111111111111101111111111111111111 �p PROF Fs �4 'OA 4-- I N F�S<, cu •5324 y + ON 411/otiti �' + � , 2020 65 2� 1 SITE LIGHTING FIXTURE SCHEDULE . CON SULTA NT^- LAMPS MANUFACTURER AND MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING CATALOG NUMBER ''' WATTS TYPE '" • S1 SINGLE LAMP HEAD TEMPERED GLASS 1-135W LED ELECTRONIC 22' POLE, 25' AFG SECURITY LIGHTING: VPL-64L-135-5K7-4-UNV-BC %%i/'' ' VERIFY FINAL MOUNTING HEIGHT .'' v S2 SINGLE LAMP HEAD TEMPERED GLASS 1-180W LED ELECTRONIC 22' POLE, 25' AFG SECURITY LIGHTING: VPL-80L-180-5K7-4-UNV--BC ®ElVERIFY FINAL MOUNTING HEIGHT ROBISON 53 I�,I WALL PACK TEMPERED GLASS 1-30W LED ELECTRONIC 10' AFG SECURITY LIGHTING: RWSC-72LED-5K-DO-U-DB ENGINEERING, INC IIJI VERIFY FINAL MOUNTING HEIGHT 19401 40TH AVE W.,SUITE 302 NOTE: EC TO FIELD VERIFY FINAL MODEL NUMBERS WITH SECURITY LIGHTING PRIOR TO ORDERING. LYNNWOOD,WA 98036 2063643343 TEL CONTACT:JAMES YBARRA REI#424-1483 1. DISTANCE BETWEEN READINGS IS 10'-0" 2. IF SUBSTITUTIONS ARE MADE TO THE LIGHT FIXTURE EK G SCHEDULE, THAT WILL AFFECT THESE LIGHT U R icliorl . PHOTOMETRIC PLANS AND THEREFORE WILL NOT BEillir COORDINATED NOR REPRESENTATIVE OF LIGHT LEVELS. 3. PHOTOMETRIC PLANS ONLY DEPICT LIGHTING FROM RELATIVE FIXTURES TO PROJECT. SITE LIGHTING BOUNDARY LINE OUTSIDE OF PROPERTY WAS NOT INCLUDED SUCH AS STREET LIGHTING. th.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 O. 4. FINAL ADJUSTMENTS TO AIMING OF ANGLE AND/OR I I DIRECTION OF FIXTURES MAY BE REQUIRED TO AVOID I LIGHT TRESPASSING ONTO ADJACENT PROPERTIES OR (p.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 0.9 0.1 0.0 0.0 0.0 0. PUBLIC STREETS. I >--- 1).0 0.0 0.0 0.0 0.1 0.2 0.4 - I 0.1 0.0 0.0 ' 0 1.3 1.2 0.4 0.3 0 3 I.2 .4 1.4 0.9 0.4 0.4 0. ' 0. 1 0 .3 .9 1.4 1 I 6.0 0.0 0.0 0.1 0.1 1.0 C.2 0.1 0.0 j I 2.1 2.5 1.6 0.8 O.= -- . - 2.0 1.4 0.8 0.7 o-_ -1 1 4 .6 .0 2.3 + hn 1I C\ Hardscape Q.o � [ 7 0.2 a.• 01 1 .3 .8 1.7 :.1 1 I 3.1 3.5 2.8 0 .7 .9 1.5 1.4 1.2 1.2 1. 1. 0 �'.4 3.0 2.9 � I C\ Photometric Schedule I o co 0.1 4 .8 .6 2.5 2.' I�--� I .0 0.5 O. - 0.0 U AVERAGE FOOT-CANDLES 3.02 3.6 4.5 5.8 S !►..0 6 .1 .3 1.8 1.6 1.5 5: 1. 2. 2[3 .1 3.7 3."° 2 ° Q MAXIMUM FOOT-CANDLES 9.4 11)•0 0' I. r.----7, 2.1 .0 *..7 0. . 0,1 I 3,5 4.2 5.6 7.9 8.5 6.1 3.8 2.5 1.9 1.5 1.4 1.6 2.0 2.4 2.6 3.6 3.7 3.7 1.2Nn MINIMUM FOOT-CANDLES 0.1 I0 9.0 0.1 0.2 C.7 2.1 3.0 0. 0.1 ° Cy MINIMUM TO MAXIMUM FC 0.02 I 6 4.4 5.0 7.1 7.8 7.3 6.9 5.0 2.9 2.1 1.6 I::::. :1.,..,-3,,.. ..,,.J721 . 1.9 2.6 2.7 2.9 3.2 3.0 2.4 I I 0 (� RATIO 1).0 I I . 0.1 ° n 0.1 0.2 0.4 2.1 3. LU �«"d `'aMAXIMUM TO MINIMUM FC 62.84 4.4 5.5 7. 8.0 7.3 6 9 6.6 6.5 4.4 �2 1.8 1.1 1.3 ''' 1.2 2.6 2.5 2.� 2.'8 --% 0 o r RATIO I ! rti ° hip (b.0 0.1 0.1 0.3 0.9 1.1 0.1 - ' ! J Q AVERAGE TO MINIMUM FC 20.26 I 1.8 4.3 6.2 7.6 -� 1-7.1 8 9 � � 7 0 6 ..-2-.1 . 2.5 2.9 ° RATIO 1 S3 S3 I- -1 - 1-, -, , ,( ,- - 1 X - 0.. 0.0 - III 01 n1 n 0.6 1.4 2.4 „ + 6.8 6.5 /,.,,,,k. 7.7 I 12.9 2.7 ° 3 1.7 ,2 .0 0.1 0.1 O O. 0.o S3 _ _ / ° REV DATE DESCRIPTION I 0.7 1.5 a •.1N6 . ?I12.7 2.8 �!'.f� 0.4 , Q 01.13 20 CLIENT REVIEW r \ / I a 0.' . a.0 ° Q 01.21.20 PLANNING SUBMITTAL Boundary �1.0�0,0 a i 0 0.1 0.8 1.% 2.6 3.5 • .�\� 7.7 `I 1 I i 2.3 2 �� I.7 0 1 ° L ox.xx.zo BUILDING SUBMITTAL Photometric Schedule �' x / 5341 I / 0 � as �.0 0.1 1.7 2.1 2.• �� I I 1 / J AVERAGE FOOT-CANDLES 0.39 \4.0 4. �i. +7- -- . -- "' 3 C .. S3 ' ' A- • _I---.-4 .1 0.3 I 1 I ° • S2#i = -I - 1 - - MAXIMUM FOOT-CANDLES 3.3 11. 0.3 0.4 0.8 2.1 o 3. S3 - •. 0.1 0. L - - 2.2 1.6 1.4 2.2 1.5 3,11 2.4 2.6 3.4 3.6 1.9 a ° MINIMUM FOOT-CANDLES 0.0 ` `1 �_ �. 0.3 0.4 0.5 0.6 D. 0.8 1.3 1.2 1.4 2.0 2.0 I - $.2 0.1 0,0 MINIMUM TO MAXIMUM FC 0.00 \ - -- RATIO 0.2 I. 0. 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.7 0.4 0.1 0.1 0 0 0 s' MAXIMUM TO MINIMUM FC 371.27 `_ -��� -" RATIO _ � -- - -__00_ 0.O 0. :.0 0.0 AVERAGE TO MINIMUM FC 43.68 RATIO �• - BOUNDARY LINE r DRAWN BY: JAY :� CHECKED BY: JAY MARCH.PROJECT NO.: '..,.-..„-z,-;,,,-: ■SHEET NAME: SITE r I20 SITE PHOTOMETRIC PLAN P H 0 TC! M E T I C `,51. SCALE: 1"=20' PLAN I /� (\ REFERENCE ONLY SHEET NUMBER, /-1 I V NOT APPROVED WITH THIS PERMIT HS2O C' COPYRIGHT 2020, ROBISON ENGINEERING, INC. JYBARRA F:\._PEDRO+MCCRACKEN\.t1RGER KING\424-1483 BK #2351 TIGARD, OR\DWG\ES1-1.DWG 02-27-2020 11:20 KEN McCRACKEN, ARCHITECT Architecture •Program Management -Permitting 19120 SE 34TH STREET SUITE 115 VANCOUVER, WA 98683 PROJECT CONTACT: ERICK PETERSON PHONE: 360,980.8258 EMAIL: EPETERSONOPMDGINC.COM KEN MCCRACKEN, ARCHITECT ■ RED PR0ce cG\ F l NeFSs�° 2 cu, •5324 a r •' GON N r .iayti P "1/114'SA. Ns52p23 o3j2 >< i. AIM _,.,-firy RoBIsoN ENGINEERING, INC 19401 40TH AVE W.,SUfTE 302 LYNNWOOD,WA 98036 206.364.3343 TEL CONTACT:JAMES YHARRA REE#424-1483 Oillit 011111iG I(lir 0 (1)Z 0 I— D Incandescent lighting controlled by motion sensors and having total power less than 150 watts. D Incandescent lighting used in or around swimming pools,water features, or other locations subject to the requirements of Article V 680 of the National Electric Code. w j 3. Exempt lighting fixtures are equipped with a control device independent of the control of the nonexempt lighting and are identified in pil‘finCOMcheck Software Version 4.1.1.0o_ Section 3 table above. j (f) Plans reference page/section: Exterior Lighting C o m p l i a n c e z Exterior Lighting PASSES: Design 46% better than code. Certificate Q 1- w Section 5: Compliance Statement NT) w Section 1: Project Information ,\ 2 Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,specifications I I U)Energy Code:2014 Oregon Energy Efficiency Specialty Code { Q and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon Project Title: 1— Energy Efficiency Specialty Code requirements in COMcheck Version 4.1.1.0 and to comply with the mandatory requirements in the Project Type:Alteration U I Q Requirements Checklist. Exterior Lighting Zone: 2(Neighborhood business district) r. J JAMES YBARRA,_P.E. r---1 ,- _ 03/25/20 Construction Site: Owner/Agent: Designer/Contractor: ,I Q Name Title Signature Date 11539 SW Pacific Hwy James Ybarra b ) I i V Tigard,OR 97223 Robison Engineering, Inc, 1- 19401 40th Ave W,Suite 302 hn V Lynnwood,WA 98036 CN CD 206-364-3343 Cr) w jybarra@robisonengineering.com v ' W II Section 2: Exterior Lighting Area/Surface Power Calculation} r A B C 0 E F l Exterior ArealSurface Quantity Allowed Tradable Allowed Proposed E Watts Wattage Watts Watts LCD CD /Unit (BxC) Parking area 29612 ft2 0.06 Yes 1777 1275 L Total Tradable Watts*= 1777 1275 Total Allowed Watts= 1777 Total Allowed Supplemental Watts"= 600 _ *Wattage tradeoffs are only allowed between tradable areas/surfaces. 0 0113.20 CLIENT REVIEW **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Q 01.21.20 PLANNING SUBMITTAL Q 0x_xx-20 BUILDING SUBMITTAL Section 3: Exterior Lighting Fixture Schedule --- A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) _ Fixture Fixtures Watt. Parking area(29612 ft2):Tradable Wattage LED 1:Si:SINGLE LAMP HEAD-LED:Other: 1 1 135 135 LED 2:S2:SINGLE LAMP HEAD-LED:Other: 1 5 180 900 i LED 3:S3:WALL PACK-LED:Other: 1 8 30 240 Total Tradable Proposed Walls= 1275 Section 4: Requirements Checklist In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in MliniiiiLiiiiiiiiiMMilinl the plans/specs the requirement can be verified as being satisfied. DRAWN BY. JAY Controls, Switching, and Wiring: CHECKED BY. JAY ❑ 1. Lighting designated to operate more than 2000 hours per year for Uncovered Parking Areas shall be equipped with motion sensors that will reduce the luminaire power by thirty-three percent or turn off one-third the luminaires when no activity is detected. ■ Plans reference page/section: A N 8 9 0 01 , 0 Exterior Lighting Restrictions and Exceptions: 1 ■ 0 2. Mercury vapor and incandescent lighting is not permitted for use as exterior lighting. REFERENCE ONLY 03/25/20 Exception(s): NOT APPROVED WITH THIS PERMIT I Project Title: Report date: Project Title: Report date: F02 . 00 Data filename: F:1_Pedro+McCrackenl_Burger King1424-1483 BK#2351 Tigard,ORICaics120-0302 Energy code-Exterior\ELECTRICAL Data filename: F:1_Pedro+McCrackenl_Burger King1424-1483 BK#2351 Tigard,OR\Calcs120-0302 Energy code-Exterior\ELECTRICAL Energy code.cck Page 2 of 2 Energy code.cck Page 1 of 2 ' 01-e&-U;SWAtit -COPIRIGHT 2016, ROBISON ENGINEERING, INC. �R i *B. K.C. APPROVED* APPROVED DRAWINGS FOR CONSTRUCTION : till.III ltorl"wE THIS PROJECT HAS BEEN SUBMITTED AND ITEMS PROVIDED AND/OR BUILT BY G.C. / INSTALLER 1 CUSTOMER ARE APPROVED BY BURGER KING CORPORATE. APPROVED TO BE ORDERED I BUILT PERTHIS OF YM H S SET PLANS. ITEMS BUILT / PROVIDED BY FCC COMMERCIAL FURNITURE SHOULD STILL BE CONSIDERED PRELIMINARY UNTIL FINAL DRAWINGS ARE RELEASED. FCC COMMERCIAL FURNITURE INC. . 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WWW.FCCFURN_COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE 11539 Hwy CO S IS A FOR DESIGN CHRPOT, LI EXPCAC CONCEPTS TO THE ARCHITECT,CLIENT CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN, THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT Tigard , OR 97223 INDEX OF DRAWINGS: WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC SHEET D0.0 - COVER SHEET IMPORTANT FCC COMMERCIAL FURNITURE INC I APPROVED SEATING & DECOR PROVIDER CUSTOMER INFORMATION, GENERAL NOTES SHEET D1.0 - SEATING LAYOUT IN WRITTEN ESDIMENSIONS HAVE PRECEDENCE OVER SCALE ALLGENERAL NOTES : CONTRACTOR 1 INSTALLER FURNITURE COMPONENT, SEATING CAPACITY DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY SHEET D1.1 - PRELIMINARY METALWORK LAYOUT QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 GENERAL CONSTRUCTION NOTES: STANDARD STORES PROJECTS: REBUILDS AND REMODEL PROJECTS: DO NOT CORE DRILL FROM THIS PLAN THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, SHEET D2.0 THRU D2.2 - INTERIOR BUILDING ELEVATIONS UTILITY LOCATIONS,ANDCONDITIONSATTHEJOBSITE ALL WORK, CONSTRUCTION, FURNITURE AND MATERIALS SHALL COMPLY WITH ALL • THESE DRAWINGS, SCHEDULES, AND SPECIFICATIONS, AS WELL AS, OTHER - CASE OF REBUILDING OR REMODELING PROJECTS, ALL EXISTING SEATING, INTERIOR WALL CONDITIONS AND FINISHES THE GENERAL CONTRACTOR MUST NOTIFY FCC PROVISIONS OF LOCAL BUILDING CODES AND WITH OTHER RULES, REGULATIONS SEGMENTS OF SERVICES ARE AND SHALL REMAIN THE PROPERTY OF FCC DECOR, AND WALL FINISHES ARE TO BE PREPPED AND READY TO RECEIVE NEW COMMERCIAL ADJUSTMENTS NTSP IORTOSTA SHEET D3.0 THRU D3.1 - DECOR ELEVATIONS 1 DETAILS ANDrORREouIREDADJUSTMENTSPRkORTOSTARTING AND ORDINANCES GOVERNING THE LOCATION OF CONSTRUCTION. COMMERCIAL FURNITURE WHETHER OR NOT THE PROJECT THESE DOCUMENTS FINISHES BY THE OWNER AND/OR GENERAL CONTRACTOR, UNLESS OTHERWISE WORK. FCC DECOR ITEMS FCC COMMERCIAL FURNITURE HAS PREPARED THESE WERE PREPARED FOR IS COMPLETED OR EXECUTED. IF THE OWNER/CLIENT HAS NOTED. DOCUMENTS AS ACCURATELY AS POSSIBLE WTH THE SHEET D4.0 - REFLECTED CEILING PLAN ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK • FCC COMMERCIAL OF ACCURATE AND AND COMPLETE DIMENSIONED FURNITURE CONTRACT DOCUMENTS STRIVE TO CONFORM TO COMPENSATED FCC COMMERCIAL FURNITURE UNDER SIGNED CONTRACT, - FLOOR AND BASE TILE MUST BE IN GOOD REPAIR BEFORE ANY CORE DRILLING IS ARCHITECTURAL PLANS.OWNER UNDERSTANDS THAT FOR REFERENCE ONLY, DECOR LIGHTING ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT THE INTERNATIONAL BUILDING CODE. FCC COMMERCIAL FURNITURE IS NOT THE OWNER IS PERMITTED TO RETAIN COPIES OF THE DRAWINGS, SCHEDULES AND ALLOWED. AND/OR FURNITURE PLACEMENT MAY BEREQUIRED AT SHEET D5.0 - FLOOR TILE PLAN THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED LICENSED TO PROVIDE SIGNED/SEALED DRAWINGS. FCC COMMERCIAL FURNITURE SPECIFICATIONS. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR ANY - ALL DIMENSIONS ARE FROM EXISTING FINISHES, UNLESS OTHERWISE NOTED. MAKE ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS MAIN & ACCENT FLOOR TILE LOCATION REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS COOPERATES WITH OWNER/CLIENT'S LICENSED PROFESSIONALS TO PROVIDE LOSS, COSTS OR DAMAGES RELATING TO USE OR APPLICATION. THE APPROPRIATE ALLOWANCES FOR NEW FINISH WORK. FOR COMPLETE AND ACCURATE DIMENSIONS OF SHEET D6.0 - BUILDING FINISH LAYOUT BUILDING STRUCTURE. DRAWINGS AND SPECIFICATIONS THAT MEET LOCAL BUILDING CODES. OWNER/CLIENT MAY NOT USE THE DRAWINGS, SCHEDULES, SPECIFICATIONS CONTACT FCC'S CUSTOMER SERVICE MANAGERS FOR ANY CONFLICTS BETWEEN BUILDING FINISH LOCATIONS THESE CONTRACT DOCUMENTS AND THE INFORMATION PROVIDED HEREIN FOR ANY PROJECT OTHER THAN THE ORIGINAL FCC'S DECOR AND ELECTRICAL OR HVAC EQUIPMENT. THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL SHEET D7.0 - G.C. PLAN FURNITURE INC.,ROSEBURG,OREGON,97470. • FCC COMMERCIAL FURNITURE CONTRACT DOCUMENTS STRIVE TO CONFORM TO PROJECT. FCC COMMERCIAL FURNITURE IS THE OWNER OF THE INTELLECTUAL GC BUILT ITEMS AND ELECTRICAL ALL PREPARED CONTRACT DOCUMENTS MAY NOT BF COPIEDTHE TITLE III OF THE AMERICANS WITH DISABILITY ACT (ADA). FCC COMMERCIAL PROPERTY PROVIDED AND RETAINS ALL STATUTORY AND COMMON LAW WAY, IN WHOED, LE,ED OR UTTHENTFDINANY GENERAL FLOORING NOTES: SHEET D7.1 - WAY FINDING SIGNAGE WAY,IN PART DR IN WHOLE,WITHOUT THE EXPRESS FURNITURE IS NOT LICENSED TO PROVIDE SIGNED/SEALED DRAWINGS. FCC COPYRIGHTS. IF OWNER/CLIENT AND FCC COMMERCIAL FURNITURE WRITTEN THORIZCONSENTOFEcc THE ERCIALFURr�ITUREwc. - ALL FLOOR, SCHLUTER STRIP, AND COVE BASE TILE TO BE PROVIDED BY AND SHEET D8.0 THRU D8.1 - DECOR SPECIFICATIONS ANY UNAUTHORIZEDUSEOFTHESEPLANSWILLREsuLT COMMERCIAL FURNITURE COOPERATES WITH OWNER/CLIENT'S LICENSED TERMINATE THIS CONTRACT FOR DESIGN SERVICES, THE OWNER/CLIENT SHALL NO IN PAYMENT DUE FOR SERVICES RENDERED BY FCC INSTALLED BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. FCC FURNITURE ITEMS COMMERCIAL FURNITURE INC. PROFESSIONALS TO PROVIDE DRAWINGS AND SPECIFICATIONS THAT ARE IN LONGER HAVE THE RIGHTS TO THE DRAWINGS, SCHEDULES, AND SPECIFICATIONS. SHEET D8.2 THRU D8.5 - FINISH SPECIFICATIONS ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY COMPLIANCE WITH ADA. FCC CANNOT BE RESPONSIBLE FOR CONSTRUCTION THE OWNER/CLIENT MAY NOT PERMIT ANY THIRD PARTY TO USE SUCH DRAWINGS, FCC IS NOT LIABLE FOR CORED STEEL THAT MAY BECOME UNSTABLE AS A RESULT REASON SHALL FURNITURE INC, NADUTCE,INWROFFCC COMMERCIAL FURNITURE ,IN ADVANCE,IN WRITING INTERIORDRILLING THROUGH A CONCRETE SLAB. NOTIFY FCC, ARCHITECT, AND GENERAL INTERIOR BUILDING FINISH SPECIFICATIONS FCC COMMERCIALFURNITUREISNOTRESPONSIBLEFOR DEVIATIONS BY OTHERS FROM THE DESIGN THAT MAY BE OUT OF COMPLIANCE. SCHEDULES, AND SPECIFICATIONS FOR DESIGN SERVICES FOR FUTURE ADDITIONSDEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT CONTRACTOR OF ANY SLAB LESS THAN FIVE (5") INCHES THICK. SHEET D9.0 - VERIFICATION PLAN REVIEWED AND APPROVED IN ADVANCE BY FCC OR ALTERATIONS TO THE PROJECT. THE DESIGN DEPICTED WITHIN THE CONTENTS NOTE: FILL OUT AND RETURN TO FCC COMMERCIAL FURNITURE INC. • IT IS THE RESPONSIBILITY OF ALL PARTIES SUPPLYING LABOR, MATERIAL, OR OF THESE DRAWINGS MAY NOT BE USED BY THE OWNER TO SHOP FOR OTHER - FCC IS NOT RESPONSIBLE FOR DAMAGE OF ANY MECHANICAL ELEMENTS LOCATED THESEDOCUMENTSREFLECTSPECIFICSEATINGAND IN THE FINISHED FLOOR, DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. BOTH TO BRING TO THE ATTENTION OF FCC'S CUSTOMER SERVICE MANAGER, SEATING AND DECOR MANUFACTURES TO FULFILL THE INTENDED DESIGN. 1� THE PROJECT ARCHITECT, AND THE OWNER ANY DISCREPANCIES OR CONFLICT UNAUTHORIZED USE WILL RESULT IN PAYMENT FOR DESIGN SERVICES AT FCC - COVE BASE AND/OR BULLNOSE TILE ON FCC DIVIDER WALLS TO BE SUPPLIED AND BETWEEN THE CODE REQUIREMENT AND THESE DESIGN INTENT DRAWINGS. COMMERCIAL FURNITURE'S STANDARD DESIGN RATE. ALL COMPUTER GENERATED INSTALLED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. CLIENT: IMAGERY, GRAPHICS, DRAWINGS AND ILLUSTRATIONS WITHIN THESE DOCUMENTS /� THE APPLICABLE CODES SHOULD INCLUDE, BUT SHALL NOT BE LIMITED TO THE REMAIN THE PROPERTY OF FCC COMMERCIAL FURNITURE. ALL RIGHTS RESERVED. '� �R GENERAL ELECTRICAL/HVAC/CEILING GNOTES: U� INTERNATIONAL BUILDING CODE, BOCA NATIONAL BUILDING CODE, UNIFORM PROJECT CONTACTS: LEGEND: 8 NG PLUMBING CODE, UNIFORM ELECTRICAL CODE UNIFORM MECHANICAL CODE AND . THE OWNER/CLIENT AND GENERAL CONTRACTOR A GREE THAT FCC COMMERCIAL FCC LIGHTING PLANS ARE GUIDELINES ONLY. FCC WILL NOT BE HELD LIABLE FOR �I THE UNIFORM FIRE CODE. FURNITURE REPRESENTATIVES MAY VISIT THE SITE AT ANY POINT DURING ADDITIONAL COSTS DUE TO ADJUSTING LIGHTING QUANTITIES OR LOCATIONS, PLEASE CONTACT ONE OF THE REFER TO EACH SHEET FOR ALL VARIATIONS WITH ARCHITECTURAL PLANS OR LOCAL CODES. FOLLOWING FCC COMMERCIAL NOTES OR CONTRACTOR CONSTRUCTION IN THE INTEREST OF COMPLETING FCC'S WORK. • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK IN GENERAL CONTRACTOR TO SUPPLY AND CONNECT ELECTRICAL PIGTAILS AT ALL FURNITURE TEAM MEMBERS TO INFORMATION AND / OR SCHEDULES. CODED LOCATIONS FOR FCC DECOR PRODUCTS. ADDRESS CONCERNS YOU MAY HAVE: Burger King #2351 ACCORDANCE WITH ALL LOCAL AND CITY BUILDING CODES/ ORDINANCES. • THE OWNER/CLIENT'S GENERAL CONTRACTOR AGREES TO PROVIDE CONDITIONS FCC SEATING 1 DECOR ELEMENT 11539 SW Pacific Hwy CONDUCIVE TO COMPLETE INSTALLATION OF FCC'S WORK UPON DELIVERY OF ALL ELECTRICAL FIXTURES, WIRING AND INSTALLATION TO BE "U.L. APPROVED." 1 Tigard, OR 97223 • GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL SEATING AND DECOR ELEMENTS. THE GENERAL CONTRACTOR AGREES TO LIGHTING FIXTURES AND/OR HVAC MAY NEED TO BE RELOCATED BY GENERAL FCC COMMERCIAL FURNITURE, INC. # ITEMS NOT BY FCC Decor: Garden Grill AMERICANS WITH DISABILITIES ACT GUIDELINES, INCLUDING BUT NOT LIMITED TO COOPERATE WITH FCC'S INSTALLATION CREWS IN THE INTEREST OF COMPLETION CONTRACTOR TO ACCOMMODATE DECOR. REFER TO CEILING PLANS. T. 800.322.7328 Building Type: BK-86 TABLE TOP/BASE INSTALLATIONS, AISLE WAY CLEARANCES, AND QUEUE LINE AREA OF WORK. THE GENERAL CONTRACTOR WILL NOTIFY FCC IN A TIMELY MANNER GENERAL CONTRACTOR TO CONTACT CONSTRUCTION ENGINEER TO VERIFY ALL # BK CODES CUSTOMER DESIGN MANAGER: LIGHTING PLACEMENTS AND FINAL HVAC LOCATIONS. CLEARANCES. ANY PHYSICAL RESTRICTIONS THAT MAY IMPEDE THE COMPLETION OF THE MICKEY HINES Ambrosia SEATING AND DECOR PACKAGE. T. 800.322.7328 EXT. 210 APPROVAL PRINT SHEET TITLE: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLEASE SIGN, DATE AND RETURN TO DESIGN MANAGER: FCC COMMERCIAL FURNITURE INC PROJECT BUILDING CONSTRUCTION AND INSTALLATION PERMITS. - WRITTEN DIMENSIONS SUPERSEDE SCALED MEASUREMENTS IN ALL CASES. DAVID GALSTER COVER PAGE DO NOT SCALE OFF OF PLANS. FOR ADDITIONAL DIMENSIONS CALL FCC'S GENERAL WARRANTIES: T. 800.322.7328 EXT. 226 WORK ORDER NUMBER: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COPYING AND DISTRIBUTING CUSTOMER SERVICE MANAGER AT 800.322.7328. APPROVED: DATE: LIMITED WARRANTY: FCC COMMERCIAL FURNITURE WARRANTS TO THE PROJECT COORDINATOR ALL FCC COMMERCIAL FURNITURE INC'S PLANS AND DOCUMENTS TO ALL OWNER/CLIENT THAT THE PRODUCTS SOLD WILL BE FREE FROM MATERIAL DEFECTS SARAH UNDERWOOD SUBCONTRACTORS INVOLVED. • FCC REQUIRES VERIFICATION OF FIELD DIMENSIONS FROM THE ARCHITECT 1 AS NOTED: DATED: FINALS BY: IN WORKMANSHIP UNDER NORMAL USE AND SERVICE FOR A PERIOD OF ONE YEAR T. 800.322.7328 EXT. 270 GENERAL CONTRACTOR FOR THE FABRICATION OF COMMERCIAL FURNITURE, APPROVED: DATE: FROM THE DATE OF FCC COMMERCIAL FURNITURE'S DELIVERY OF PRODUCTS TO THE • FCC PROVIDED DIMENSIONS ARE INDICATED FROM INSIDE WALL FACES. DECOR, CORE DRILL AND SEATING SPACE PLANS. WHEN FIELD DIMENSIONS SALESPERSON NOTES: DELIVERED LOCATION. THERE IS NO WARRANTY IN CASES OF DAMAGES IN TRANSIT, RANDY MOE DRAWN BY: CANNOT BE ATTAINED, SHIPMENTS MAY BE SUBJECT TO TIME DELAYS. THE NEGLIGENCE, ABUSE, ABNORMAL USAGE, MISUSE, ACCIDENTS, NORMAL WEAR AND T. 541 .580.2614 JOSHUA LONG • ALL SEATING, FINISH, AND DECOR ITEMS INDICATED AS BEING SUPPLIED AND OR GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON TEAR, DAMAGE DUE TO ENVIRONMENTAL OR NATURAL ELEMENTS, FAILURE TO SCALE: INSTALLED BY GENERAL CONTRACTOR ARE THE RESPONSIBILITY OF THE OWNER. SITE AND NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES PRIOR TO FOLLOW FCC'S INSTRUCTIONS, OR IMPROPER INSTALLATION, STORAGE AND/OR PROJECT REVISIONS NTS THE OWNER'S RESPONSIBILITIES INCLUDE ALL CONTRACTS WITH THE GENERAL COMMENCING DECOR DESIGN. MAINTENANCE. DATE REV. # DESCRIPTION INITIALS AND ORIGINAL DATE: THE OWNER/CLIENT SHALL VERIFY THE CONDITIONS OF THE SHIPMENT AND NOTIFYBrand Review Mark Ups. SUB-CONTRACTORS AND THEIR COMPLIANCE WITH THESE DOCUMENTS AND • THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSAL OF ALL 02/05/20 Q JWL January 07, 2020 FCC COMMERCIAL FURNITURE OF ANY DAMAGES WITHIN 24 HOURS. TRANSFER OF SPECIFICATIONS. PACKAGING MATERIAL FROM SEATING AND DECOR PRODUCTS. TITLE OCCURS UPON SHIPMENT F.O.B. FROM FCC'S FACILITY. BKC Approved, Marked AFC. PLOT DATE: THE OWNER/CLIENT SHALL ACCOMPANY A FCC COMMERCIAL FURNITURE02/06/20 2� JWL March 16, 2020 • THESE DRAWINGS AND DOCUMENTS REPRESENT THE DESIGN INTENT AND • THE CREW ROOM AND VESTIBULE FINISHES TO BE THE SAME AS THE MAIN DINING FSC Logo and Heritage King Removed, Smaller Collage CONCEPTS FOR THIS PROJECT. THE DRAWINGS AND DOCUMENTS MUST BE ROOM, UNLESS OTHERWISE STATED BY THE OWNER OR NOTED ON PLANS AND IN REPRESENTATIVE ON A PROJECT COMPLETION WALK THROUGH TO IDENTIFY 03/11/20 /3� Wall used, Minor Layout Change. JWL PROJECT #: INCOMPLETE WORK. 04856-001 SIGNED AND APPROVED BY OWNER. THE SPECIFICATION BY FCC. BKC Layout Changes. 03/13/20 ® JWL SHEET #: 00/00/00 0 --- 1111111 FCC COMMERCIAL FURNITURE INC. 6452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 C F.541.673.74411 WWW.FCCFURN.COM 2'-0 3/4" 2'-0 314" DESIGNED AND BUILT IN U.S.A. - --- -- 36'-511 .__._ _ .. . . ._.. 1 6'-011 - 25'-6 314" 3'-0" 3'-7 114" PROPERTY OF FCC COMMERCIAL FURNITURE - `�� THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN 15 it rr { CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR ,+ AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL i f I NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT y / WRITTEN PERMISSION FROM FCC COMMERCIAL 1 i FURNITURE INC. 1! II II IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE • I IN ALL CASES. 72x42 'i & ! DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# MANEUVERING - 800.322.7328 ZONE �r THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING T ' DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, i ./ UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. I f (D i THE GENERAL CONTRACTOR MUST NOTIFY FCC F9A / COMMERCIAL FURNITURE OF ALL DISCREPANCIES AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. II I I-1I I I -- LLU I FCC COMMERCIAL FURNITURE HAS PREPARED THESE I DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE I - �! ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK 1 OF ACCURATE AND AND COMPLETE DIMENSIONED GRAPHIC 3 GRAPHIC 2 GRAPHIC 1ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT rZ ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT 36""x48" 36"x48" 36"x48" I f! I Fl 1 A I K 'I AND/OR FURNITURE PLACEMENT MAY 8E REQUIRED AT 3.0 N V W W THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED r ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. n 0 r ,., FCT050B-BIC k4 O _ >Z cin REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS �} 1 W m �""" FOR COMPLETE AND ACCURATE DIMENSIONS OF 2.0 D2.00 H H H H Q N R I Q BUILDING STRUCTURE. FRESHLY FLAME FRESHLY F4A F4A F4A F4A Q Q IL _ _ THESE CONTRACT DOCUMENTS ANDTHEINFORMATION BAKED GRILLED CHOPPED HERITAGE WALL 2 �� — THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. _ 30x104 _ y�''`�.- T F3A �" } ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE ,� J �2L1 L_44.3.00..e.m. COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY 33.0 SRA N:: WRITTEN CON NT O FWAY,IN PART OR IN OCC COMMERC AL FURNLE,WITHOUT THE RITURE INC. 1 19' ESS -11 112" 9'-8 314" I F4A F4A F4A F4A ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT -ti H H H H IN PAYMENT DUE FOR SERVICES RENDERED BY FCC 1 Cr) COMMERCIAL FURNITURE INC. .4�! -' ft I L I I En ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY i REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC N COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. \� I 0 0 FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR �"-.+ DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT CD BLAZE REVIEWED AND APPROVED IN ADVANCE BY FCC F1A COMMERCIAL FURNITURE INC. - 42"SINGLE --- THESE DOCUMENTS REFLECT SPECIFIC SEATING AND , :1 DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW 24x42 I F2A —I _ BLAZE k \ / \ / GRAN-----) 1-..........".../ FIB . CLIENT: 42"SETTEE �/ \ i �/ \ . �r0 .�i 123 3/4 60 v / . 5° . .y; / - 40 v / 60 ortrrir. 24x42 { �� / ` �' . \ / 6:::(64/(<71''/<//;e11': \ BLAZE I w ii/GE/611 47/10 v 42"DOUBLER / \ / \ G 0 O � I L B 1 v A' I co 24x42 'D2.0,' 2.0;. F8A • 1 * -3.Q'' , `4D2.1 F2A r;, >- B LAA E \ : GRAIN Burger King #2351 SEATING CAPACITY • r 42' DOUBLE \ / \ / 0 IY• ! fl o • 11539 SW Pacific Hwy AN/UNIT CAP. UNIT QTY. TOT. CAP. % OF TOT. F`12A`: F10A, \ �' \ �'/ \ �, Tigard, OR 97223 CV �__i 24x42 / ° D F2A I* Decor: Garden Grill 1 PLACE 8 8 14% O ti. , _ o v GR41N '' �9' BLAZE Building Type: BK-86 i 2 PLACE 4 8 14% b CN U 33A13S„ab / ` '' • / tS \ 042”DOUBLE BLAZE 9 45112 _ CUSTOMER 3 PLACE 0 0 0% ct F1B \> \ 24x42 Ambrosia W J_ .,.�� F2A - .- CO , 4 PLACE 10 40 71% G I-> SHEET TITLE: 1/12\1 ,-- G Er- DINING ROOM 5 PLACE 0 0 0% `.3.0' G.p' 2.1 c`Yi BLAZE NIS �� SEATING LAYOUT ° Lo F1A -- WORK ORDER NUMBER: 6 PLACE 0 0 0% - rho off. TOTAL 22 56 100% C) & 1..1-7Z 1r7Z t r i �..1--L.Z FINALS BY: �� I f FSB 1 . F56 1 f F5 1 f FSB H - 30" HIGH BAR STOOLS ;:i- L__J L.._._J L _ - L__J -- F4A 24x24 24x42 24x24 DRAWN BY: 36 - - F2A F2A F2A , _. _- 36 32 314 c� _ 4r_ � I RAI" f 24x24r`ii JOSHUA LONG I Q Q T I Q SCALE: FREESTANDING CHAIRS Fil I Fab I 331135 24 33.11.35 24 33113S,24 I F2B I u_ I I - �- BLAZE BLAZE BLAZE �- -_J -- � ��:;�- 3116" - 1'-0" LF5A F116: F11 C — - FIB F1 B F16 1 I I 1 I I I I I 1 1 1 1 I. ORIGINAL DATE: c'"�' _, / .: \ S COLLAGE WALL (10'-9" x 5'-1") January 07, 2020 - FREESTANDING BANQUETTE CHAIRS . PLOT DATE: [F5B]__ 44" FREE. 26" ' CABINET COKE CABINET d- March 16 2020 61. - A.D.A. COMPLIANT SEATING PROJECT #: NOTE: ALL ELECTRICAL OUTLETS ARE SHOWN ! ' 04856-001 .._,, AS SUGGESTED LOCATIONS ONLY. VERIFY WI , 3'-3 314" . 8'-8" 32'-6" SHEET #: ARCHITECT PRIOR TO INSTALLATION. D1 • O rill FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I\MNIN.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE �� .�`~ THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN `' �� CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR ��� AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN rr AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION t DOCUMENTS.DO NOT REPRODUCE OR LEND VVI WRITTEN PERMISSION FROM FCC COMMERCIAL 1 rFURNITURE INC. Y I f II l` 3 IMPORTANT I I■ WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE 72x42 IN ALL CASES. 61. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY J QUESTIONABLE DIMENSIONS AT TELEPHONE# MANEUVERING , ' 800.322.7328 ZONE ..!'-~`- DIMENSIONTHE S, PLACEMENT,VERIFYL CONTRACTOR MUST BUILDING EQUIPMENT,FURNITURE i f' UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. i i THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES ANDIOR REQUIRED ADJUSTMENTS PRIOR 70 STARTING / WORK. T I �� I I I - ------ -- -- DFCC COMMERCFAL FURNITUERLE HASP PREPARER THESE EI II ' ` +{ II I I ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK /• tt I I I I - IF L OF ACCURATE AND AND COMPLETE DIMENSIONED I I II Co Nt 0 ARCHITECTURAL PLANS,OR UNDERSTANDS THAT ZADJUSTMENTS THAL LATIQP AA ND FURNITURE PLACEMENTE FINOC MAY ONS BE REQOFEUIREDUMENT AT 0 o x w THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED w I ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. FGT0508-BK F�+i086 CO Z eV D o REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS WN FOR COMPLETE AND ACCURATE DIMENSIONS OF Q BUILDING STRUCTURE. 0 Z Q _ THESE CONTRACT DOCUMENTS AND THE INFORMATION C THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. '�J n+ o 0 t��� ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE r, WI COPIED,REPRODUCED,()TEE D‘ OR IMPLEMENTED IN ANY FMCT038C FMCT038C FMCT038C WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT 1 � __ IN PAYMENT DUE FOR SERVICES RENDERED BY FCC t u u --- COMMERCIAL FURNITURE INC. f ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY 4 REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. �� 1 0 Q FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR .may DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC I I COMMERCIAL FURNITURE INC. +i a a HESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. ) 1 0 F7A MCP088 FMCPOT \ / \ / FMCT038A I �` CLIENT: ., a c , i •, FAQ P Ne lirtrrir FMCT038A FMCT038A FMCT038A / \ // \ / \\ // \ lead o S" .. / \N> / \ a a v \\(> Fh�,P)4 0 I FMCT038A Burger King #2351 \ ' \ ' O 0 11539 SW Pacific Hwy `\ Tigard, OR 97223 FhLZF 148 o cyf Decor: Garden Grill FMCT038A ��cT - - Building Type: BK-86 \ ' \ 0 CUSTOMER FP o Ambrosia FMCP088 FMCP088 FMCT038A SHEET TITLE: 0 E ' DINING ROOM PRELIM. METALWORK LAYOUT I'o -- WORK ORDER NUMBER: 1101. c.1-_,...7, c J.-.1,Z c 7 4 c..1-4.Z FINALS BY: I 1 1 1 11 1 1 1 L__J L__J L__J L__J DRAWN BY: FMFT261-A FM;T262-A FMFT2F.?-A FMFT261-A JOSHUA LONG -_....1 7- I T1 T—n r-- . i SCALE: _JrFMCT}038A L,_ T J FMCT038A L 3/16" = 1'-0" / \ II II 11 II t� ii 11 1 ORIGINAL DATE: .-- ---_,_ \ JanuarY 07 2020 PLOT DATE: March 16, 2020 * Note : PreliminaryMetalwork . PROJECT #:04856-001 ( DO NOT CORE FROM THIS PLAN ) SHEET #: D 1 . 1 111 F 11 B B3A ' T-28 c B9A • T-31 e B 13A P-5G D 1 B B 11 A P L-9G P-16G �'L-18 t B 11 B i-L-18 t B3C T-27 t B3B B 13A P-5G „ J„ I \ , I I / / / / / / / 1. III 1 1 ! 1 1 1 � I" 1j ! l 1 1 1 E 1 I 1 1 1 1 1 1 I 1 II ` :I y�... \ I — 11 1 I I I 1 I I I I I_. I I I I I I I _I ! I I ! I I I r ! L i 1 I ! I I I I - / � �:����'�':�����'����''�:��:��:":���:�:�''�•I I I ! I I ! 1 [ I I I I i j �:• - 1 I ! ! f ! 1 ! I __ _ �— FCC COMMERCIAL FURNITURE INC. I J 1 I ! I ] I I I I , I I I I i j 8452 OLD HWY 98 N ROSEBURG OR 97470 USA I I ! i l l l ! 1 ill ] 1 1 1 1 1 i ! 1 ! 7.800.322.7328 F.541.fi73.7441 WWW.FCCF R -fes - • I I V N COM -- f� ==��= .•C. .. DESIGNED AND BUILT IN U.S.A. I i r • • • • ••• •• ;.•1 • PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN ESIGN PURPOSE TOEXPRESSDESIGN ES GN — • / • CONCEPTS• • :�; Y..__ CO C S TO THE ARCHITECT,CLIENT,CONTRACTOR ;/ I AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN I AND THE CONCEPTS HEREIN SHALL L L, j _ _- ��'•' I NOT BE ALTERED OR USED AS CONSTRUCTION I .' DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT I — WRITTEN PERMISSION FROM FCC COMMERCIAL Et C W OPEN Q . FURNITURE INC. IT 0 0 0 r ti IMPORTANT r �n r O X/:::: ::::: ::: ( T.— / WRITTEN DIMENSIONS L HAVE PRECEDENCE OVER SCALE r O IN ALL CASES, / V d I — V " r I w _ �} • ,.,.i.<.,. I~ ill' / DONOT H .I I SCALE OFF PLANS. CONTACT FCCCOMMERCIAL r � • • • • • • FURNITURE'S REPRESENTA I A _ ''aREPRESENTATIVE TO VERIFY ANY • } • I - -- f — C QUESTIONABLE DIMENSIONS EiNSIONS AT TELEPHONE# I:. • • — / H9 r � + I '1 ++ � • / 800.322.7326 •:7 I • 36 MIN. � ' : , THE DIMENSIONS, CONTRACTOR MUST VERIFY ALL BUILDING 1 1 f } 11 •.11.1.4:1;;;.::-.. / DIMENSIONS EQUIPMENT FURNITURE CEMENT M1 .,:::::1%:-.1:-....1::::•:-.1-:;:.:.:::: U TYRE PLA :1) 1 1 / UTILITY LOCATIONS AND CONDITIONS AT THE JOB SITE. i �I — ir s U 1 I / THE GENERAL CONTRACTOR MUST NOTIFY FCC ...............................:.....:...................:.2 --ni r 7 / I I 1 I / COMMERCIAL FURNITURE OF ALL DISCREPANCIES 1 1 ......,............:...... . ...:4,......................................." \ \ \ AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING ELEVATION 39" MIN. WORK- _ ELEVATION F12A SS-9G FCC COMMERCIAL FURNITURE WAS PREPARED THESE SS-9G B3A T-28 c" F12/A/ 636 Se DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE A 114+' 1'-O" __ ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK B 114" ` 1'—O" AARCHITECTURAL PLANS,OWNER UNDTE AND AND COMPLETE ERSTANDS ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF B8A BUILDING STRUCTURE. D2A B13A P-5G D8B D1 B B11A PL-9G THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. 'iii //////////// iii iii, ',,,,, ,,i,,,,, iii/ ,.r,i,,,,,, /iiiiiiiiiiiiiiii,,,,,,,,,,,,,,,,iiii,,,,,f,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,iii,,,/,,,,,,, v„li,ii,,i„ii„,,,,,,,„,,,„,,,i„ii,„ ,,,,,,i,,,,,,,,,,,,,,,,i,/,,,„,,,,,],,,„,,,i,,,,,:' I ___, _ _MIIIIII I I ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY MIIIIIIME WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS ,i- -- EQ, f 39 314” / EQ. -1 �� 43 314" EQ. 39 314 _IIIIIII� w . �3 1 O" —�-,1 O"_' I WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. C2 C3' \ miffilE ANY UNAUTHORIZED USE OF THESE PLANS WILT RESULT �_ � IN PAYMENT DUE FOR SERVICES RENDERED BY FCC _UMM. - COMMERCIAL FURNITURE INC. ANY.7•1^,E.i ' r EQ J 1 0" -4-1 0" f— j 1 0"3 Q 1 '* ° iI// WINGS FOR ANY REASON SHALL/NOT BE DONE WIOM THESE THOUT CONSENT OF FCC Al �W i i tee,,� COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. I k A3 _-�. AA A6 O , L1. I T 1--�E I_ 04 # I : : � EVIATFCC TIIONS,CHANGES,ADDITIONS,OR DEMMERCIAL FURNITURE IS NOT LETIONS NOT ONSIBLE R W E I J , —.._.. , L . _� T• 6 M : RREVIEWEDANDAPPROVE DIN ADVANCE BY FCC aW W I 1 I I i Q COMMERCIAL FURNITURE INC. 1 �+ 7 j iiteitil !t + THESE DOCUMENTS REFLECT SPECIFIC SEATING AND D1 , '14"j- • DZ ' 14 .J • 111 DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. I „a. - i: IMM O NMMEM :--Ls-f-', — _ - - — - �_ ___ 1 1 I ,I 11 1 I I �, 1 , , r �,7 - I I I 1 I 1 1- 1 1 1 1 1 1 1 1 I I fir r� II I \ 4 CLIENT: 1 1 1 1 1 1 1 1 1 1 1 1 1 11 7 , 1 j I I I I I I I I I , } 1 } � Ik \ rl L I l I 1 i I 1 I , I I 1 i € 4' ti I I l I 1 I I I , I , I I I , 1 I 4 f �� - I 1 1 1 1 1 1 I I F 1 r �' 1 O l I I 1 I I + , I 1 �' �� Nr 1 I 1 1 1 1 1 I , �, I , ' , �' 1}I 17 1} },� \ I3ER ' I I 1 I I I I 1 I I 1 fi 1 1 I' # I fi � t rI I' . I I I \ __ iliiir TM I: 1N )n ), !ill � ?I , �, i I� t III Il '1I , I} 11 r 1, \ l ) \ \ I 1 i 0 , I I I 1 ! I I I I ( \ ELEVATION B6A SS-8G B2A B5A A P_2c BurgerKing #2351 9 1/4" = 1'-0" 11539 SW Pacific Hwy Tigard, OR 97223 Decor: Garden Grill Building Type: BK-86 CUSTOMER B7A P-15G B6A SS-8G B10A SS-8G Ambrosia ,,,,,„„„ ,i,,,,,,,,,,,,,,,,,,,,,,,,,,, SHEET TITLE: 1 - EQ. 36” 24" 36" 24" — 36" EQ. — INTERIOR BUILDING _ ELEVATIONS ]' F WORK ORDER NUMBER: 7 , ..3..± A • . , ``. +„ co FINALS BY: >- , I . (I..' -41,ingge •f "fi- r• . i c/ y • r� W W "' DRAWN BY: W / -- �. i I-- © , - - JOSHUA LONG o E0 - �■i - - - SCALE: f it ,I I1 I , I IT ii �I I f 1 " — h. r. Th y` Y v H '' ! • I ' �i rl �1 114 — 11-0" f R } 111 1 l )'Si 1 I I i ORIGINAL DATE. 1; '1') I , 1 , II , I r ^ I , h I I q I r II f 1}} I I 1 f ., I M1 I I II I 1 I'I 11 1 1 II _ f f I �I l .I 1 I 1 t f. h r;' ', ' p, 'I ' ? ' r f i l I I , 11 I i M ', Januar 07, 2020 Fi I I i I I 7 I, i 1' I I i I I I I / } I , I { hf , I + I 1 1' ) f' p ti , I h t I r 7 1 1 I I PLOT DATE: 1 i 7 1 I� , I i , 1 , ', I 1 f 1, I I I j 1 1 , I it ) I ). L , 1',� I, � ( I, i �: I 1 a, j 1 I I., I ll III 1y f f I 1 fI j }` I. I I I I i„ i � I � I 1 h I� 1 I , ��� 11 , �� I 1 � 1 I ! I I I I I t I I I I 1 1 I I I I � March 16, 2020 1 PROJECT #: ELEVATION B2A B5A A P-2 D5B 04856-001 D N 114" = 1'-0" SHEET #: D2 . 0 OPT. OPT. D6A B7A P-15G B6A SS-8G B 10A SS-8G D6A :� U H U U U U U illi U U U U U FCC 111111111 inCOMMERCIAL FURNITURE INC. 1- 6452 OLD HWY 99 N,ROSEBURG,OR 97470 USA ,� T,800.322.7328{F.541.673.7441 I WWW.FCCFURN.COM • DESIGNED AND BUILT IN U.S.A/ 8 a . PROPERTY OF FCC COMMERCIAL FURNITURE / ■ �// 8 8 THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN /1/ CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE // / AND THE CONCEPTS HEREIN PROJECT SHOWN. THIS DESIGN HALL >" NOT BE ALTERED OR USED AS CONSTRUCTION ›- / DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT Li_ \ WRITTEN PERMISSION FROM FCC COMMERCIAL ct r✓ FURNITURE INC. / /? Q jj IMPORTANT h WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE 1 1'1Il I I{(RVl'�Illli ,,, � ifl I �II,�{I 1,'��;IT 1111}Vifl 1111VL11 • .-''4''' l'‘-:...1 INALL CASES. �� IIII I1 f 4' DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY r--Q QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 , i \ THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING • DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC E , • COMMERCIAL FURNITURE OF ALL DISCREPANCIES { 11 • ' AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. E l.... y E �T I O N 7 FCC COMMERCIAL FURNITURE HAS PREPARED THESE B2A �n f DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE DB5A W Y P-29> ACHITECTUL INFORMATION PROVIDED.DUE TO OF ACCURATE AND AND COMPLETE DIMENSIONED LACK 114" _ �'-0" ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF B 10A<SS-8G BUILDING STRUCTURE. THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL ,iii//////,:///////.-/,-/,/.-,,//,/ iii, ,//////./,/,// // ..,.,,—/,',/,-/.,,,,././////////,,,,/, ,,,///////,',/-./////,//.-////,.././..,,,/,/,/,/,,-/////,-., . ;,./..,,,,,,-.•;,,,,/,,,-;//,,- , ,,,,,,,,-////,'_ ;/, ,,,,,/,,..,-,../..-/////,.-./../..,,.. FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE RNC,IN ADVANCE,IN WRITING- FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR LL Li_ DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT ;y N REVIEWED AND APPROVED IN ADVANCE BY FCC W Ld_ COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND F- 3 DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW 0 0 D2.2 - - • • CLIENT: II con.: T00„ R • II [ I I Mfr \ , jil '' L in_____ i 1 1 Il • �i �i '° li E L E VAT I O N B5A WP-2G B2A B6A SS-8G 0 Burger King #2351 1/4" = 1'-0" 11539 SW Pacific Hwy Tigard, OR 97223 Decor: Garden Grill Building Type: BK-86 ;% - CUSTOMER B10A/'SS-8G SS-8G B6A D2BB13Ak P-5G� . T-259' B3D D3A D3A FULL TILE .AmbrOSla 129" AT TOP SHEET TITLE: INTERIOR BUILDING • GREEN — — • ELEVATIONS ORANGE ; GER BAMBOO WORK ORDER NUMBER: LAMINATE CONCRETE IisttiG • • , :,, _ ,, •-•'•'j TM GRILLING Pigry COPPER • z. r KING co FINALS BY: LL > HERITAGE -. STENCIL RC-1 i 0 0 o b 00000 W w ON THIN WOOD GREEN WOODE00000 IA BRICK BROWN BAMBOO ORANGE TONE a00a !, 3AUODRAWN BY: ti - i TONE YOUR 1�A'Y o 0 0 .D2.2 e JOSHUA LONG SCALE: r f 1/4" = 1'-OF, _, , , ORIGINAL DATE: � _.__.._ I , „ .,.. ,1 ., ------------- ...... ....... \C- DI 11 • January 07, 20 20 1 Ai I • II 11I4& 11 _.._._.. °� March 16, 2020 PROJECT #: 0 ELEVATION B5A WP-2G F11C F11B _ , „ 04856-001 1/4" - 1 -0 SHEET #: D2 . 1 IMIIIIIII FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T 800.322.7328 I F.541.673.7441 I WWW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. PL-9G R2A ' T-28 c R7C R7B ' T-30 e R3A R7C • T-28 e R4D R7A r R7C ' T-28 t IMPORTANT ! WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. , , �I - \ \ — — JI — ,I \ FDO NOT RNIITURF SEERIOFF!LANS. CONTACT FCC O COMMERCIAL ' QUESTIONABLE DIMENSIONSREPRESENTATIIVE AT TO TELEVPHONEFY # Y — SL _ , 800 322 7328 L 11 • a'" _+ J THE GENERAL CONTRAGTOR MUST VERIFY ALL BUILDING .}, r: •r•;'� . — # T DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, " ' ' "'t.°' --, J UTILITY LOCATIONS,AND CONDITIONS AT TWE JOB SITE. : 1 _ y „. A. ... _ \� _ _ [ TWE GENERAL GONTRACTOR MUST NOTIFY FCC , COMMERCIAL FURNITURE OF ALL DISCREPANCIES ▪•"' 4 REQUIRED ADJUSTMENTS PRIOR TO STARTING /' ai:.'''' .y• - WORK. / �'' � • — 1.1 1.1— FCC COMMERCIAL FURNITURE HAS PREPARED THESE .•,•ate • :;•�';• �/ — —W Ce — DOCUMENTS AS ACCURATELY A5 POSSIBLE WITH THE ',,,. `• • W =MI NN ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK ,r,:: ,. L`L� OF ACCURATE AND AND COMPLETE DIMENSIONED ,,, • \ ,; •1, _ ' ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT W CD ADJUSTMENTS TO 7HE FINgL LOCATIONS OF EQUIPMENT • AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT { s.� • I THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED Pte.... .•� �,•• ,,, •� f {• �,•,y�• .:. Vr .. ; . .. ..s. . 1I r f�' — �1 1 C ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. i REFER TO ARCHITECTURAL OR ENGINEER DRAWI GS ,y. �s ` �.i.. ■_ •___ ■ - FOR COMPLETE AND ACCURATE DIMENSIONS OF N • s f 'I Prj V ILBUILDING STRUCTURE. r ;. ':,.r:•x.' — 1 --- - ---0111ETHESE CONTRACT DOCUMENTS AND THE INFORMATION .',„ t. ., . :r THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL �-•a' r I”�S z "• FURNITURE INC.,ROSEBURG,OREGON, 7470 ....) I ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE • fi ' T ir 1 ,l I I COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY \ – WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS FRONT LEFT BACK \ RIGHT WRITTECOMMERGIAL FURNITURE INC. ANY UNAEN UTHORIZCONSNTEDOF USEFCC OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC RBA t' RSA • T-27 RBA T-27 RSA r FURNITURE INC. ANYCOMMERCIAL DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC TYPICAL RESTROOM FINISH ELEVATIONS NOTE: TYPICAL TILE LOCATIONS COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT RE : WALL FINISH PLAN 12" X 24" GREY WALL TILE INSTALLED ON WALL OPPOSITE RED TILE, REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. USEFCC FINISH PLAN (D6.0) AS GUIDE REFERENCE SHEET. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. CLIENT: Cliilir1111- CV /' Burger King #2351 WAINSCOT / / 11539 SW Pacific Hwy Tigard, OR 97223 Decor: Garden Grill ---SOLID SURFACE COUNTER TOP (SS-9G) Building Type: BK-86 lb. DIE PANEL TILE CUSTOMER WATERFALL .w� . N .... , : . , : ww �. r . ,. SECTION AT CHAIR RAIL (B6A) Ambrosia DROP € WATERFALL I' IA .,i 0 N.T.S. SHEET TITLE: � INTERIOR BUILDING k. DROP -_, 1 ! iii ELEVATIONS . i' i r _______/' • WORK ORDER NUMBER: HOLD 36" MIN. p...- I 1` 1. {FRP-1} ON 314" GC TO VERIFY PRIOR FINALS BY: 3 TO CONSTRUCTION , -- VARIES ---' I PLYWOOD SUBSTRATE N • N I `r' 114" R 7�� DRAWN BY: E ••• .. N JOSHUA LONG SCALE: i -- 2x4 WOOD STUD WALL 114" = 1'-0" " FASTEN AS /ii BASE TILE - ; 4 ` STUDS AT 16" O.C. REQUIRED I ORIGINAL DATE:' ---- - _ January07 2020 HOLD 38" MIN. 36" MIN. �E CLR. _ WAINSCOT PLAN VIEW PLOT DATE: FROM PONY WALL °_! • �_ March 16, 2020 0SECTION AT SERVICE COUNTER (F12A) SECTION AT WINDOW SILLS (BIOA) PROJECT #: N.T.S. 0N.T.S. 04856 001 SHEET #: D2 . 2 1111111 FCC COMMERCIAL FURNITURE INC. 8452 OLD I-IW'99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I WWVV.FCCFURN.COM DESIGNED AND BUILT IN U,S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS,DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. IMPORTANT D2B WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. 129" t DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY 1 QUESTIONABLE DIMENSIONS AT TELEPHONE# GREEN 800.322.7328 ORANGE + 11$11111611111C41118rEjlilliiiril BAMBOO THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING LAMINATE I DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, CONCRETE UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC �' I COMMERCIAL FURNITURE OF ALL DISCREPANCIES COPPER AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING GRILLING KING CO WORK. HERITAGE �:• GE T ...:-::....................... ....,.............,..://.............:::::: ...:::W..................,,..:::::: ...............,...•......::::§2.....,•,,,.,,.t::t•.«•::• ::t.•.: ::�::: ::;........:;................,..,, »•«•.•...•. FCC COMMERCIAL R 9iE ::I CO E CIAL FURNITURE HAS PREPARED THESE C STENCIL DOCUMENTS AS ACCURATELY AS POSSIBLE VNTH THE RC-2 ON THIN WOOD .........•.......................•,.•.,,,,.... ..............,•..,...........•...•.,•..,..,..............,,•..,,................ ,•,:::::: ........... .......•,...,,.p .........................,................••....,,•,.„.,...,,...........,..,••,,.. . .......... „: ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK GREEN ..�.. OF WOOD R r:• ACCURATE AND AND COMPLETE DIMENSIONED ORANGE GREY :Ea BRICK BAMS ARC ITECTURAL PLANS OWNER UNDER TANDS THAT BROWN :�::::iso a s�3 :�:« �}:�} �s�-:' 3{ s� :r TONE ADJUSTMENT r S TO THE FINAL LOCATIONS OF EQUIPMENT 1 • TONE II AND/ORF FURNITURE• U TURE PLACEMENT MAY BE REQUIRED AT n I n If r[ f !1 is r.' 4 'sa - THE OWNER'S EXPEN 5SE DUE TO DISCREPANCEES BASED 54 :a54” 54 54 :: :' ON ACTUAL JOB SITE DIMENSIONS—_.. _ L _ - AND CONDITIONS. • k i f i } z.: V.:::•:•::::•::::::::::::::: �«�'}� -���" REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS IE. � 1 is FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. } '` ` II THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL S:a F" iia t: FF F��'•:�•��••••• FURNITURE���:'��"'�� INC ROSEBURG OREGON 97470. DIETAIk� ... , N �: :: N ,..,..:.::::::.:::::::::::::::: k} its ii �:. N F ::s ...,:::.:::.:::.::.::::.:::.:::.:;_,:;.:„:„., 1 k :=, N. ;1 ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE — �:: ti ............:..........:.:.:.,:. ,:::,::.:::::.:.:.:.:.:.:.,:.:, 1 114 1 0 } k ii: FF COPIED REPRODUCED USED OR IMPLEMENTED IN ANY I h- EME i WAY IN PART OR IN WHOLE,WIT EXPRESS Q WITHOUT THE ........... ........... ................ k } WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC, i K - k F:�:::�::::�:: ANY UNAUTHORIZED USE OF THESE PLANS WELL RESULT t. I r , O •�� IN PAYMENT DUE FOR SERVICES RENDERED BY FCC r FF F� F :•: COMMERCIAL FURNITURE INC 3 F g::::::::::::•:0 F'• t� ANY DEVIATIONS FROM THESEFOR ANY v ::� :::::::•:•:•:•:•:•:•::::•:•:i DRAWINGS O REASON SHALL NOT BECONSENT ii k'} 1:::::;:;:::::•:::::::::;: �t:�����t<�{ti:• DONE WITHOUT CO SEN OF FCC : } k::::.::::•::::•:::::: ::e ::� COMMERCIAL FURNITUREIN �* «L.».. ........} �� F INC,IN ADVANCE, WRITING. �.. FCCCOMMERCIAL :::} F•:�• ::•••••••••••• FURNITURE IS NOT RESPONSIBLE FOR F8A :.., if IATI N DEV O 5 CHANGES,ADDITIONS,OR DELETIONS NOT }�ti::•'•s:::ai::ii=:��i::::::�3?�''':eci::::�•fi:«a:t��«itisti:�:?:��:i::: � "::::: 4 11 ::i 2 '•'r :: REVIEWED AND APPROVED IN ADVANCEBY FCC i h: :t :} n i / ......................... .......................................... .............. .......... ........... . COMMERCIAL FURNITURE IN • R.::.:.:"....::5:::::.:..8.3.:.:.. "-----".••••••••"•••••••• THESE DOCUMENTS . ::r REFLECT SPECIFIC SEATING AND I F 3 } ' F� • DECOR EUIPM Q ENT ORDERED OF DATE SHOWN BELOW. zo } F:• }.. =:a '3 F F" k i F.;:-..::::::::::::::::•::::::::::: � k::«iii:;::�.. CLIENT: r i:i Vii:: B14 i.j F::«tii�.«i 3:::a::siii � .' II 'a 2:•:•:•:•:::::::::....., k: 3 k • °‘ 1.,-tiGT"I°64.111111.1r11 ................. i........ • ..............II 11 11 F9A : ioo} o k k': ks } - fl F' r F�• ::i 11 :� !I k 3 / Y k 26 k: k' 1' k� k: h• iI + ::F ELE\JATRJN _ 7;-.:-.:::::::::m:::•:•,4 ;:%.::::::•:•:::-:•:•:•:::::::1 BurgerKin #2351 N - 9 t k'} N a ! k i 0 = ti r` 114 1 o ':i ~'+ 11539 SW Pacific bPEN ac is Hw I N :� } TiardOR 97223 ELEVATION OCCURS (2) TIMES I L11 ..�� •_} Decor: Garden Grill : BuildingT - e: BK 6 ..:::::::::::. 8 p I k Y t' _} r t' k CUSTOMER _ k: • k= , ki :iii::::: M - F8A F10Ao .�p� .�pt, Q} N « :'Y,l:':ti� si«{iicc:«tiff:;:c�:: } : �i: sr itis �s� �i sci:'r': 'fir " � �� �� ': SHEET TITLE: 56 56" ...................................................:...:: DECOR ELEVATIONS • I !! WORK ORDER NUMBER: 1 1 _ -- — • 342 — - — — - -� — _ � PLAN VIEW o cM _ FINALS BY: DRAWN BY: L b) If 1. II it __I. lii 30„ 1- SIDE VIEW JOSHUA LONG L 136" SCALE: 0 ELEVATION DETAIL DETAIL 114" = l '-0" 1/4" = 1'-011 1/4" = 1'-0" 114„ = 1'-p!, ORIGINAL DATE: January 07, 2020 PLOT DATE: March 16, 2020 PROJECT #: 04856-001 SHEET #: D3 . O Tell FCC COMMERCIAL FURNITURE INC. 8452 OLD HVVY 99 N,ROSEBURG,OR 97470 USA T.800.322.7328 I F.541.673.7441 I VNMN.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. DO NOT SCALE OFF PLANS, CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. FCC COMMERCIAL FURNITURE HAS PREPARED THESE 92 1 I4" - DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE - !' ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED 1 1 ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. • THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. C. 7. N \ �� ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE ~ \ t:� `■� COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY L. �i �i WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS V. • WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. L - - - - ._ J ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT THREADED ROD THREADED ROD IN PAYMENT DUE FOR SERVICES RENDERED BY FCC I COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC f Iiill - "4111111 } COMMERCIAL FURNITURE:INC,IN ADVANCE,IN WRITING. JriirrT FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE:8Y FCC 30" / OMNI BE SIDE A1 FINISH ONO OTOH COMMERCIAL FURNITURE INC. ---- 42" .. / END SLAT AT WINDOW TO BE SIDE FINISH ON BOTH SIDES (SEE SPECS) THESE DOCUMENTSREFLECTSPECIFICSEATINGAND 54" -SIDE 1 FINISH: LAMINATE, r SIDES (SEE SPECS) lip-.- : i- DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. NEVAMAR WZ2001T �..'-'-"-'""••-.---. i .+ M� a ' k 66" -- • SANTA ROSA PLUM = - -�" "..�M - ; •"" : ' - -1117-:-.7-- 7$ SIDE 2 FINISH: LAMINATE, I ,, - •-• 1111 -1 CLIENT: NEVAMAR S03300 SD, ,.� PLAN VIEW CAFE SIENNA SER SIDE 2 FINISH ( iN INSTALLED 3 1,4111. Aar END SLAT AT WINDOW TO 6■, D.C. FACING WINDOW SIDE 1 FINISH BE SIDE 1 FINISH ON BOTH r (TYP) THREADED ROD (B14B4•L-18e. DI DINING ROOM SIDES (SEE SPECS) ,� I I I Burger King #2351 I S I � _ I I I 7 11539 SW Pacific Hwy \1] U U U U I1 U U U U 7 U U � . . � � 1 N Tigard, OR 97223 Decor: Garden Grill 92 1/4" - --- '- 72" -- / , Building Type: BK-86 SIDE 1 FINISH SIDE 2 FINISH TO FACE INSTALLED DINING ROOM CUSTOMER FACING WINDOW8 Olt Ambrosia 4 !li j!I e, 8 , SHEET TITLE: DECOR co N N co - _ ELEVATIONS co co N o WORK ORDER NUMBER: V 104" PP- , , - C- __ „; FINALS BY: PURSE HOOKS DRAWN BY: II 7:A. . JOSHUA LONG SCALE: 1/4" = 11-0„ • 1 i. SIDE VIEW END VIEW ORIGINAL DATE: WINDOW DINING ROOM January o7, 2020 PLOT DATE: DETAILMarch � 6, 2020 PROJECT #:SLAT SOFFIT ORIENTATION 0114" = 1'-0" 114" = 1'-0" 04856-001 SHEET #: D3 . 1 - - L.J...., '� rnnr••••1e••rrrrrr♦•••!••r+••r•.t...ar•er:rar••11 .nanrne• a r n n n n 1 a n•n n♦•a r n n I n n n n n n n•!•n 1 1•+e•e a•r r ra n••n•n•n♦n n r I n•n n r r r n•n•n•n n n 1:2111111111 a e•r e„•n•♦n n••n••e•!n n r r e e n n n n a•n a•n•/ n%ernr•♦n•• •n••arra♦:n•nn+••nnr••nnenrrnr•n•n1a+•: � 1 nnn:nr••• •rrn/:err•n•:n♦a••:•an,•n•ns•n:nn•nn•♦♦•a :•r•• r:n:•n•r•+ nnnrn= •n•r•:nr• • •♦•+• ••aa• •arae inn ♦••• :+n alar% r• ......:........,-3-6--.:.:.:.:e, 36"s «" 36 '30 «• *i;1,1:.- �41�. !♦♦♦+ r••/ arra• •n • ••••• n••e ar:r .••• • r♦ :11) •n::.• •••• .earn• earn r •••+••••ear••• •e n n.rn• ..♦ •arr♦ •an ♦e•ee • r•an:rrrr•a• • •+►►•%♦arra:• ••+1•+•!►••!♦•a •• •• •r %%•en•n• nn+nnrra• ...:.:-..:-.•:...,..—.-.....:.:.:.:.:.:.:r• • rn:• 11).........46:4::::4;:;0*;:::: ::: nnn ,ar• •:••♦l+err•♦LJ • r•+•a •• a 1 n+1 1 r e r • r♦r•!r r• ..........*:::!:Qt:-:::!:::::::* •+n+1• n :••:::,::: ,i:yr +tea • t ::.:::.:::::::::.•. 1 : �• : a:::•::::!:•r: < ••e•: ::�ay`a�ear :::r•:i� :• •••:arr •:a�, • : •a,::+•++•••••re•aa•r•ra•%• lr:rrr •.•. rra•:r ♦•• e :nn•nIn•na•nnea• • nrrr••••n•r•n•r•e• :::::::::•:•-...• ♦••♦ r::••♦•r•nn•nnaerar%•a••e ::•• •••••:•nnae• •:•:•: %::•:::1•a•1 1 1.1:::::::::•e:::a:::+:•:•lar.:r:•::•:+:!:11:1 1• n: / s%•r•r:rr •nn+•r•e•annn••ae :r•••• ••!r• err :err r/ een•re•rrran•♦n•• r1a++••araar•nnnnnn •: nn+ae:nnr•r•n♦n•n•n•++nr•+nnrrnr•nrnn FCC COMMERCIAL FURNITURE INC. .....:•::7: e r r •n:•Ira•a e e e:•n r n••Ira••r♦♦r n n•a•e n n r r r n r n nai►•na •• ♦:ran•i••►n:raarr•••nnrnnrl•1•nennr:ran••• "'+.•••!a•/•, !•r*r••••ar••n n n:n•:!•+ra:r,•rw••r•••:•••►•aee•••aar• ••ann+ r• rn•nnn•nraearn••rn:rrr♦nrnr!•an11••ann•r 6452OLD CCOMM COMMERCIAL INC. USA • nn (+f�nr •r!♦♦•an•r••ra%r nra::nn••nnn•••+••n•n eer• URG, 974 ae•e:•:••••a••••i•.a /•a•rr•••e•aa••r••a•••••r••••i1•►a ••:•:•:•:•:::::::-n n .lee ar•rrr•n,••aria:i•a•alea•ee•aiaearrr•♦•••!••r••I►► e•:r: I' n+ •nna•n,•••a•ra•••••r •rnnn+la••••rn•n•,!•na T.800.322.7328F.541.673.7441�WWW.FCCFURN.COM :•::•:•:•:•:•:•: !rr♦ •aa••:!• e:::::::::::::::: :::+•:ra:+ :::•: ::•:• . + • •••••1•►e •:• •• !a r •%r DESIGNED AND BUILT IN U.S.A. •n•1•n: n •a••••••.•+I ::::N: .. •:•:•:•:•X•:••••:•• •:•••Iar1• • :rrr:•♦' ' ••••••••••• .•••••+••+ PROPERTY OF FCC COMMERCIAL FURNITURE ••!nn•na ..erner • �r+- •``` `•` ```•'a"' "l THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN 1 f ►••rr•rrr• 1+•!•r►r•a a•• : r• ••••••►•e a r •:• •r•a••+•••• CONCEPTS TOLE THE ARCHITECT,CLIENT,CONTRACTOR •:.:•:•:•:•:•:•:• :•:•:::::::::.:•: •:•:� •••••••••••••••••••X = AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL • •r •:•:•::::::::::::::::•:* nann ;:::::•:•:•:•:•:•:•:•:•: • :::::•:•:•:•::::• :+`::::::••:: = NOT BE ALTERED OR USED AS CONSTRUCTION : :••r+••:•r••• , , WRITTEN PERMISSION ON FROM FDOCUMENTS.DO NOT OCC COMMERCIAL THOUT •rera • •:•• eer••• ��+ ::•o i:•:. •:•::•::•:::+:: = FURNITURE RMI I1 I 11 Ir IMPORTANT r— WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE I R8A IN ALL CASES. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TO VERIFY ANY li_ QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING rC ,�� !— I DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, 15 3 UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. '� �1 / THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES 92 1/4 88 3/4 Ai— 48 • AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING _ - _ J = WORK. I FCC COMMERCIAL FURNITURE HAS PREPARED THESE I DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE JJJJII _ _ I ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK ••:• rr•:n• n••••e •r•w••♦•♦rr+n•1•e•anrrnn••n:••na•rrr•n:•nr•In nrl++•rnannee•ennn• •neee•arr:•♦nnee • :•nn•• ae•• ::• :•: :•r•n•rr•nnera•r:rn••an!•aanaar•rrr•:•n••♦•nnrrar•rn•an•nae••♦••+••:aa•♦an••:♦!•r!••♦n•nae•♦:ern:r••♦•:raeaan:••:a•nannaar:ra:::a::••ai I alnarl: •,•a•••rI•a••bra ••nn•nnnr•:•nr•n+•rale: r• •rr•♦• ••Iria +•r• n • ennnn••+a•r ••r:rrr♦+••••.•••n•:•r••nna •ra►••rrr•••!+•1 { OF ACCURATE AND AND COMPLETE DIMENSIONED I I �I I_ _ ... �I • � mow•-+I�yr rlrrr:nnn•r err � -- ♦ ••nnln••n:•aannre:arra••••♦••:•n ,•••:••• •• Ir•n1+•• +ar►a e•• :r•are♦•••••+nerr•r••• +••ra•.r:l r+•••r••►•••+e•e!r•a••••!+w III ♦•. • •• • 1 •ar ,•!•••••+••r•••♦•••!r•r a•:•••••a+:♦.ara•:!••r:••••♦•••a♦e a•♦!♦••:•:!•••!•♦r••••+•!a w r•+•♦%%••arr!a•••••♦•a+••e♦♦,•a:•••••+••♦♦•e••:r:••••rrr!••••+rrr•r♦•••1 ♦•• • •• e-. 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BTM OF SLAT SOFFIT: +•....,. _ r : •Ian �� - a a a::e• 8:".::::::::...:::::: •a nl • WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS ••••••• 101 AFF (VFY) T T •••...... . .• WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. annn �/ ••l:+Irr a?`.;;`,-,:,-;,4 ::*::•• •:•••err• r••!:• ane••♦ •1 n•♦r•r•/ .Inner •:r•::r• I I I urea••%: •aerrarr: ••••;;r•••• 'it:rlihViYYIYdIh LIIIIlY�l4l�ilr - ---,� .Ir .4._. -..I t I ...v. -' - - •:`.+..±+.�•..�:fir :ria+..• COMMERCIAL ANY IN PAYMENT FUR FURNITURE RIZED USE E FOR INCESERENDERED BY FCC SE PLANS WILL ULT I N •••♦ail••.• •::r.:..♦ et 83 1/4 I L '•••••••••''' +•'••:•:r:: ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY �' 342 ,� 24 ►.•,..•.•.•. . :•.••:a:•:• REASON • .w v�nawf;, :•••:r•• : COMMERCIAL FURNITURE INC,N ADVANCE,CONSENT N WRITTING.F C � m .�i u _: `�"'• "' T.M J, • !•elle• : FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR �_ `�•�., .-...,.�....... ,..,...-.-,•.. i=•' .�I,I�I,_„ -»yexir :.....-.-.. f £.._..••,. -----.�.,c,�:"w' -I SL -a,... � Ir -�� 1, %r I :..•:, : •:•+r as•, f Z rn` wwi. 1L•••l '• \ ' s _ _,..::.40::::.:4::::::::::::._...::: �r�a ara••i i I•�••,;,,,,,,,, SNOT ��., � � � �, �� �j"' � �� .�:;6 � ,r DEVIAtIONS,CHANGES,ADDITIONS OR DELETIONS _ 11 I �1�� �� � �' �,,���� ,i ,� ��„, �°�'L � �� �..-� ���, M' •il�+�aia:•: •:�:•:aa:�:•� REVIEWED AND APPROVED IN ADVANCE BY FCC -' :::.:.:.::::::::$ •1.e••r a a:••••♦ COMMERCIAL FURNITURE INC. •*ware•.. a•••••:} nnnr•i rI♦•••••♦ ♦nnrin'b -- nar•rn:• •rnlnn n - •. •:.•:.:: 6:.:.:.:..1 N + •• • •• THESE DOCUMENTS REFLECT SPECIFIC SEATING AND .04.m.1::: • ••♦tea*• •i%%:. /r� %.%:•:.%:•:•:••••.•:,..:•:.:•:•:.: ••r rrr• •1+1: (`Jq r ♦ +••+!••♦••r a••• DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. :15 13, . ::•:::.:•:::•:•:•:1•:•:•:•:•:•:•••••.n :.. ..... • �„ W a a�� ]le... 1 � •V-!n •• • - •�n••nn:ra•rlre erne ••r• _ man • •e•nl: l' n••• a• • — �'° •n•nne nnn: i •:rn ••::: +•r• F� ;;;� rD /� .-.:;57.:' :rrr•••!• ♦arena .+... a.,. 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(BY FCC) }�'r=:=:�:: +:: ,- 1111.;• :... u er.r. .a : :14 ....+..�....,... ♦r•:a rasa �I a�ra•••,!a r•r.rer IE rt I BK-86 ,� : •r•a•.•�..••/rear�. Building Type. ••••• ••••• • . 1 ..•••era.•••••••-••••••••••a•••• :: •alar....:. .a.:l. •Ira. •. : I I a,:... ..1.•..n CUSTOMER ::::::;:::::::::1 • ,,. .. .. •:,•:•:.:•:•:.:•:. - DECOR SOFFITS : .a. a,•.—: 1 Y ° �� '- r".".'":'-.1:.:.:,.: :..-:•:•:•:•:•:-:• ...-.:.:...:.:...•••••:••.• .:•••:. .:: MIEl •111•.1 •.•:•: 1. "--„,/ \2 U Ambrosia :•:•:•:•:•:•:•:•: (BY GC) alar• •a••• • n►n• •:nn h• • ••1•a 1% ♦:r r r r r r :•:•:::::: anal ••••• \ rala •a1•:r:•:• :••r:a•:•:rr •:.•:..:•:•:•:•:.:. •ansa •• a,:a•:: ••••••ae V - V 4:•::::::::::U:: :, rra%:•r •:•: a•••a1::•:e• .•!.•fra•:: j I .. 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III C \ 1 • �" R6A "� - -1k- // J/'"J/_"" _.// FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA ,T-27 T.800.322.7328 F.541.673.7441 WWW.FCCFURN.COM r_-- _ DESIGNED AND BUILT IN U.S.A. / (.. PROPERTY OF FCC COMMERCIAL FURNITURE --.�.......... ��� THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN �' .�� / CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR �C 1�) �� / AND INSTALLER FOR THE PROJECT SHOWN. THIS DE SIGN AND THE CONCEPTS HEREIN SHALL e NOT BE ALTERED OR USED AS CONSTRUCTION j DOCUMENTS.DO NOT REPRODUCE OR LEND WTHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL - .-ii.C-1 EgilM3kt _ - L \ ; FURNITURE INC. I1I . IZII [ i a—, IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE I IN ALL CASES. > DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL .— R6A FURNITURE'S REPRESENTATIVE TO VERIFY ANY //\ QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 ,T-27 7 = ...--- THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING les DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, i /� UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. i f y 1111 f - THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES � L AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING I WORK. s-i FCC COMMERCIAL FURNITURE HAS PREPARED THESE I 1 I I 11 I I I I I 11 Ill DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK E „w J OF ACCURATE AND AND COMPLETE DIMENSIONED i �_ ARCHITECTURAL PLANS,OWNERDIM UNDERSTANDS THAT ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT y B B i n f AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT 1 THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED r V W ( ) I T % .!i-' i UJ ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. ,� r ✓////// ��%�r�Off /!/ 14 REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF /��///�1 � /0 • 96 96 I BUILDING STRUCTURE. I 96 _� - _ 1 l 4! `J I _- THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE ITNC.,ROSEBURG,OREGON,97470. Iv- rte~ - - - a 1 -^••_ - ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE • .'' �#/1��� I COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY 96 WAY,IN PAROR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. I I I ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC , 1 I • J COMMERCIAL FURNITURE INC. r i ''''—'1 - J - -- ---- k� -»--- - - ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY �. REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC �., — COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. N I FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR • �� 1 ///i r ® — --4', S NOT 12El �_._ DEVIATIONS,CHANGES,ADDITIONS,OR DELETION - REVIEWED AND APPROVED IN ADVANCE;BY FCC I �. COMMERCIAL FURNITURE INC. —— THESE DOCUMENTS REFLECT SPECIFIC SEATING AND f DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. • !f 1 ! . Y CLIENT. / 1 % \ MI lininill k — . 72 > rAlRG Pill re . ■I• ' B2B __. i 4 72 4' -- I - -�, I� /\ �\ �� __ Burger King #2351 "����'”' -'� i-- .:':.y.'..,.- 'I.. -:-.,-. .. \ �,� \ (\\,- ( 11539 SW Pacific Hwy Tigard, OR 97223 LEGEND �, L. /////l// 1�/1/ /l/ ,% 72 / :-_ - Decor: Garden Grill . :- _ _ _ Building Type: BK-86 D/�� Z I / \� % - L CUSTOMER 72 •- B1A X � \ Ambrosia Bi -25 MAIN FLOOR TILE I �- SHEET TITLE: I - DINING ROOM j! FLOOR TILE PLAN WORK ORDER NUMBER: B1 B . T-280. ACCENT FLOOR TILE . , ----- - .-. _-- ---.--- .� e.._- _-�..� c= =j�' %c==-�\i ry ice _=�� '\ - i y -1 �`1 n y _ �, \ t '< FINALS BY: Ko' � • B1CT290 ACCENT FLOOR TILE I f ._ - L -- • N - - - DRAWN BY: r 1 r 1 I I �. — JOSHUA LONG `� ��/�//l%fly/�/�l�// //�//� �-- -- ---- �- _, I -+ ,,, i k 96 • SCALE: -:- - • MINIMMIll 3116" = 11-0"B2B cT-1O> KITCHEN FLOOR TILE rH I I I I I \ I I 1! I I1 I 11 1 I I II ORIGINAL DATE: Z \ January 07, 2020 PLOT DATE: March 16, 2020 PROJECT #: R6A RESTROOM FLOOR TILE (R6A) TILE STARTS HERE - I04856-001 SHEET #: D5 . O r.r wrrr.■ rrrr .. rrr.E ,srwi:: c 'awaYr,i ,;�� rig NI-7 * i � ■ ■ � ■ I♦ I♦ I FCGCOMMERCIALFURNITURE INCIl / /I ■ — ■ — ■ — I 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA �,c • T.800.322 7328 I F.541 673.7441 I WWW.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. ] ` PROPERTY OF FCC COMMERCIAL FURNITURE I - THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN • V. • I` - FRESHLY ---�' CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR _ ��� AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN I`'- BAKED --. ��0� �.".9.' NOT BE ALTERED R USED AS CONSTRUCTION ��e I - = `�\ WRITTEN PERMISSION FROM_ DOCUMENTS DO NOT OCC COUCE R LEND WITHOUT 1 AND THE CONCEPTS HEREIN SHALL / I / + f)� FURNITURE INC. I ,�, �1111....m...._ T I � ; -. , AL a = 41 � l IMPORTANT a — I I• W/ITL N DIMENSIONS HAVE PRECEDENCE OVER SCALE A ASES �� '. '�I DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL I I .. ' I FURNITURE'S REPRESENTATIVE TO VERIFY ANY QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 'g.1k=' -�� THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING ��•r DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, �—, f UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. �le tf THE GENERAL CONTRACTOR MUST NOTIFY FCC ■ COMMERCIAL FURNITURE OF ALL DISCREPANCIES I j AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING k�I �': I i WORK. t".'_'� I r � I r FCC COMMERCIAL FURNITURE HAS PREPARED THESE x I DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE~ I ! ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK - - STONED �'�. r , � , � - _ - - '� --- w OF ACCURATE AND AND COMPLETE DIMENSIONED r ^ ...... _„. I r r . _ ... - .� rrrr rra rrrr r rryrr rra rrrr r rr r ... sd. ... ..r.. rrr AADJUSTMENTSAL PLANS,TO HE FINAL LOCATONSOFEQUIPMENT 4"' • NEM is I .' PLACEMENT MAY BE REQUIRED AT _ '...,.�-.:._....-....'..:... '..� ...,. '. n ^ r �., ' rrrr err YYYSPW' �I a� rr"r rrr ., i�ar R UNDERSTANDS THAT ' , ■ ■ ■ ■ I♦ THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ � ■ ■ ■ ■ � ■ � ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. GRAPHIC 3 GRAPHIC 2 GRAPHIC 1 FORREFR CO PLETE ND AC AL OR URATEDIMENSI DRAWINGS 36"X48" 36"x48" BUILDINGPSTRUCTDR CCURATE DIMENSIONS OF 36"x48" N. THESE CONTRACT DOCUMENTS AND THE INFORMATION I • • ■ ■ ■ r ■ ■ HERITAGE WALL THEY NCURE INC.,ARE SEE PROPERTY NF 97C COMMERCIAL ;:I FURNITURE INROSEBURG,OREGON,97470. w�.awl rr �r r rr r .. r �t; ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE ! a e o 'a j COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY r ' 1 WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS FRESHLY I I 'ri ~w■ FRESHLY FLAME FRESHLY WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. / I , ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT a BAKED GRILLED CHOPPED r _ W I IN PAYMENT DUE FOR SERVICES RENDERED BY FCC $i 0)0 ` �� I¢" z I COMMERCIAL FURNITURE INC. - ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY :::7', " �` Y REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC r:x ` W COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. <� FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR : i!, � `gu DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. a LEGEND ;" 1 ITHESE DOCUMENTS REFLECT SPECIFIC SEATING AND ! ■ I DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. I ■ UNDER SERVICE COUNTER, SERVICE AREA SIDE WALL, ,/f i T 28� B3A ■■■�■■■ r DRINK STATION SIDE WALLS - TILE (6X24) .- ■• CLIENT: •■ �.63B ■■■■■■■ SERVICE AREA SIDE WALL & ■ UR 1151 • , CORRIDOR WALL - TILE (12X24) ■ # ' 8 pepiG - 11115 _ I r ■ .� T-28e'B3C' ACCENT LAMINATE AT SERVICE AREA ■• ■ ■ 4, „ , „, _ ■ BACK WALL - TILE (24X24) ■ Burger King #2351 . B3D Ir ir i r■■■ DRINK STATION ■ I;• 11539 SW Pacific Hwy ■ Tigard, OR 97223 RP-1 . B4A II■■■■ ■■ BACK OF HOUSE - TILE (4X8, 4X4, 4X10) _ Decor: Garden Grill I I � `I.: Building Type: BK-86 I I — CUSTOMER P-2t'B5A • r■ WAINSCOT Ambrosia rir ■ I ” � SHEET TITLE:NTERIOR WALL I SS-8 B6A I_ • mm CHAIR RAIL _ FINISHES WORK ORDER NUMBER: it g7A MAIN WALL FINISH II I _ I FINALS BY: 1:R-2e+ B8A EMI 11® ACCENT BRICK FINISH . • DRAWN BY: 04110c B9A MENU BOARD & SERVICE AREA BACK WALL - TILE (3X12) JOSHUA LONG COLLAGE WALL (10'-9" x 5'-1"} SCALE: S ■ 3. 3116" = 1 �_�„ -.: •1 mom r.a—+-fir —r- :,:.. :, :...r.- --, . -- _ aEp., — .es w. - _F w�'r=iD . - Sl.-. ra a-t.^ �:.w�� ...,. ���. ..::. ...;,:: ..... .:_. ..._. ~�= a � �� � R7A RESTROOM FULL HEIGHT (GREY) TILED WALLS ORIGINAL DATE: a . I ATE' . I � JaMnuary 07, 2020 MINIT-30r'R7B _ �.' __ .� RESTROOM FULL HEIGHT (RED) TILED WALLS PLOT DATE: arch 16, 2020 T-28e R7C ■ \AMIr RESTROOM FULL HEIGHT (WOOD LOOK) TILED WALLS PROJECT #: 04855-001 SHEET #: D2A [f D2B,' D2C D5B GRAPHIC LOCATION D6 . D6A rommimm DOOR HANDLES 0 all FCC COMMERCIAL FURNITURE INC. 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA T.600,322.7328 I F.541.673.7441 I VWA'.FCCFURN.COM DESIGNED AND BUILT IN U.S.A. PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN ~+`+` '.". CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR ++ �' AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN • AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED AS CONSTRUCTION o% ,/ DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT DOCUMENTS. WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. V I U I IMPORTANT L WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL FURNITURE'S REPRESENTATIVE TQ VERIFY ANY I QUESTIONABLE DIMENSIONS AT TELEPHONE# 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING ! DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, I `f UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. I THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES i AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING T WORK. I l'" --"'""1. - FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE — VJI II OF ACCURATE AND AND INFORCOMPLETE DPROVI E D .DUE ETO LACK ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT F ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF BUILDING STRUCTURE. __ THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. � - • ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE .0 � COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY r WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. CO r, ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT -- IN PAYMENT DUE FOR SERVICES RENDERED BY FCC I !- COMMERCIAL FURNITURE INC. --_-jI `` ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR ',e DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT I COMMS AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. THESE DOCUMENTS REFLECT SPECIFIC SEATING AND 1_ _i I DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. 1 / -a . ,-,. CLIENT: Mg LO 141111:GOR.fti i N ir 70A i l Burger King #2351 11539 SW Pacific Hwy Tigard, OR 97223 `o Decor: Garden Grill — — Building Type: BK-86 CUSTOMER Ambrosia SHEET TITLE: G.C. PROVIDED ITEMS _ AND DETAILS WORK ORDER NUMBER: co o FINALS BY: DRAWN BY: JOSHUA LONG SCALE: 3116" = 1'-0" 1 1 II II ��� II I III ORIGINAL DATE: January 07, 2020 PLOT DATE: March 16, 2020 PROJECT #: 04856-001 NOTE: ALL ELECTRICAL OUTLETS ARE SHOWN C, AS SUGGESTED LOCATIONS ONLY. VERIFY W/ SHEET #: ARCHITECT PRIOR TO INSTALLATION. D7 • O *-Only signs that apply to the specific restaurant *-Only signs that apply to the specific restaurant 11111111 are mandatory are mandatory lrn!)4.' 3ri nine ..I,hI7, it-!°1(7IP - .. require itmt, lion Brailleernfsasslr� signs arealso r erred o r Government s3rent standards signs are also r uirerf FCC COMMERCIAL FURNITURE INC. 98452 OLD HVVY 99 N,ROSEBURG OR 97470 USA t' Uif"� i2nt, Ui�" �� rp�uirvc� � m per Government :tanJartc rR�urr� ri� perCsauarnrrrnistanc3ards. L T.800-3227328 I F.541 673.7441 I 1PMMLFCCFURN-COM DOOR DECAL - HOURS OF OPERATION DOOR DECAL - "PUSH I PULL" WAYFINDING SIGN "RESTROOMS" RESTROOM SIGNS RESTROOM SIGNS DESIGNED AND BUILT INU.SA PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL 1)6 • NOT BE ALTERED OR USED AS CONSTRUCTION aiiiiiih„, • • . DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT AskWRITTEN PERMISSION FROM FCC COMMERCIAL Ir. it pc. FURNITURE INC. 4 IMPORTANT HO )RS PUSh' MALE IFEMALE IACCESSIBLE MALE/FEMALE/CHANGE 5r7 � 260v., WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE nrf TOO.. swn., ixr • IN ALL CASES. velar la '' ►m4, rti-, n swop HANDS FULL! DO NOT SCALE OFF PLANS. FCC COMMERCIAL rNu3r9e.., ia9�.a YOU CAN ALSO USEYOURBOTT#1M. •« FURNITURE'SREPRESENTATIVE CONTACT FC COMM it it . ' • �� QUESTIONABLE DIMENSIONS AT TELEPHONE# tip Y ANY 800.322.7328 . ' 116 FRONT RMS.'S t THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, MALE IACCESSIBLE MALE/CHANGE UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. THE GENERAL CONTRACTOR MUST NOTIFY FCC . • COMMERCIAL FURNITURE OF ALL DISCREPANCIES - S • AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK F FCC COMMERCIAL FURNITURE HAS PREPARED THESE RESTROOMS TO THE LEFT • / DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE illaiiiii Mill FEMALE ARCHITECTURAL INFORMATION PROVIDED,DUE TO LACK ! 1 i j 1 lLit irtri I 0 0 FEMALE!ACCESSIBLE FEMRLE:ICHANGE OF ACCURATE AND AND COMPLETE DIMENSIONED ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT . i THE FU TS TO THE FINAL LOCATIONS OF EQUIPMENT r AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT O ILIT AB DO IT YOUR war AND PUSH, S EXPENSE DUE TO DISCREPANCIES BASED Mar nn,�tie!WI spot IS DOOR IS PRETTY STUBBORN. + r ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. � 11 %. � ++ 6 REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF RESTROOMS RESTROOMS RESTROOMS 4P BUILDING STRUCTURE, BACK TO THE RIGHT DOWNSTAIRS UPSTAIRS MALE ACCESSIBLE UNISEX THESE CONTRACT DOCUMENTS AND THE INFORMATION MALE/FEMALE CHANGE/ACCESSIBLE THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY -, REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS.OR DELETIONS NOT rr 1 foM.a// rittifreal item, r ertr.E (telt, owsry,rtiomotwe," s 4 $ s*� rt REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC, BATHROOM SIGN "WASH HANDS" KITCHEN DOOR DECAL BATHROOM SIGN "MAKE MAMA PROUD" BATHROOM MIRROR DECAL TRASH BIN (IN-RESTAURANT) THESE DOCUMENTS REELECT SPECIFIC SEATING AND FREE WI-FI DECAL DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW "FLAME GRILLING NOW" _ .. dein. CLIENT: 114,.....E CREW 1EwAsHMBERS MUSS HANDs ,� IIIIII eu� i 8 iirio - /N TM el% z -4 4011111% BEFORE RETURNING G TO WORK "'R :.� GIILIIIL D FREE WEFI Burger King #2351 11539 SW Pacific Hwy Tigard, OR 97223 • Decor: Garden Grill Building Type: BK-86 Approved Graphic Vendors: CUSTOMER Ambrosia LSI Graphic's LO'S'S ' ; , ,. ® Contact: Michelle Burton SHEET TITLE: *-Required for restaurants with a wall behind WAYFINDING SIGNAGE the trash bin I tray return station only 330 494-9444 EXT 2041 EXTERIOR DRIVE-THRU IMAGE PANELS EXTERIOR "HOME OF THE WHOPPER" VINYL (330) require"ivrn * Refer to Architecturais for Site Specific Quantities & Installation Location. * Refer to Architecturals for Site Specific Size & Installation Location. E-mail: michelle.burton-mcginniS@ISI-Industries.com WORK ORDER NUMBER: TRAY RETURN WALL ART GraphicA Graphic B Graphic C it x 1111 Moss Retail Environment s .y.r= igh" 2643 West Chicago Ave. FINALS BY: ,� -� �.: Chicago, IL 60622 „:P. 4, if 1. F �..,� y� _ Contact: DJ Scandiff r ;: F.:`� .� ' �. _ . (773) 435-7600 Ext. 617 DRAWN BY: 11861X1v,, JOSHUA LONG Contact: Rob Lorts ` - { 7 ) 435-7600 Ext 655 SCALE: E .' g .,� w 7 3 - '' 4:11. ' • c - VCS, Inc. NA Y ' \mop . _ ORIGINAL DATE: s .. i. - + 1 �_ 't 1696 Mabry Mill Dr., SW r tit North Canton, OH 44709 January07, 2020 . wHopp Contact: Greg M r z PLOT DATE: .. .4 - March 1 2020 ._ i .. _ Order E-mail: bur erking v s inc.com PROJECT #: Qty (1) - Graphic A Qty (2) - Graphic A, B 04856-001 Qty (3) - Graphic A, B, C SHEET #: D7 . 1 Customer: Am brosia Env ironmentally FriendlyFinishes byFCC Standards Additional Notes Furniture Items 1 Supplier Installer BK :` '` 1211 FCC f� . FCC COMMERCIAL FURNITURE INC. 11111/ More. Burger King #2351 Greenguard Certified V2 01 13.20 Item Description Finish FCC Others FCC Others Codes Notes 8452OLD HVUY99N ROSEBURG,OR97470USA C, r"4� T.800.322.73281 F.541 673.7441 I WWW.FCCFURN_COM -, Location: Tigard, OR :: (Low VOC) F3A Comm unity S�le: Stained Wood Community Table X X Supplier: CMI (Corn. Int Manu. DESIGNED AND BUILT INU_S-A FCC Project Number: 04856-001 ♦. SCS Certified Table with BK Logo Contact: 0 Co n lClet• �irf 5 �] PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN f� / CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR ' Designer: Joshua Long � Recycled Content Thickness: 1 3/4" AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN TopRep: Austin Halon AND THE CONCEPTS HEREIN SHALL Y hUpholstery Lightly y Quantity of Hooks: NOT BE ALTERED OR USED AS CONSTRUCTION Sales: and Moe RY� ee� PVC Free U holste�/ Finite. American Light Oak with LI tI rDOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL Date: January 15, 2020 li L. Crypton Green Toasted Satin Varnish 6 for an 8 seater FURNfTUREINC. -- Decor: Garden Grill Upholstery Purse Hooks: Antique Bronze 4 for a 6 seater F4A Style: Isabel Barstoo/�/-►l X y , IMPORTANT Bar Contact:t 323.31 9.2722 - ';. .., ,.-.> WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. Specifications ons are for REFERENCE ONLY and are current from the date of the last revision. See architecturalsHeight Model: 8019-CMC p for updatedRep: BarryWoon p DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL r FURNITURE REPRESENTATIVE T VERIFY ANY • arm a ���� � information. Contact FCC • .......... immediately with any modifications to building finishes Seats Chair Back & Seat: Laminate, Match PL-17G �7u I� i Four 7 QUESTIONABLE DIMENSIONS AT TELEPHONE# Supplier Twenty 800 322 7328 PL-17G Caramel Macchiato Furniture ItemsSupplier Installer BKFrame Finish: Powdercoat, Blackened THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING !A�- f'► DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, /'* + Codes V UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. Item Description Finish FCC Others FCC Others Code s Note s Steel THE GENERAL CONTRACTOR MUST NOTIFY FCC F 1 A Standard Style: Blaze Booth (40" H Wall)al l) X X Glides: Black AND COMMERCIAL REQFURNITURE MF ALLPRIORTOSTARTING DISCREPANCIES Glides: AND/OR REQUIRED ADJUSTMENTS PRIOR TO ST �,J Surface Chair X �++ �+ WORK. Height 1/2" Top Cap (No Drop). Solid Surface F5A Standard Style: Isabel Chair X Contact: 323.31 9. FCC COMMERCIAL FURNITURE HAS PREPARED THESE Perimeter Conan, Deep Nocturne (matte finish) SS-8GCtgaiGni Nevamar Height Model: 8018-CMC Rep: BarryWoon DOGUMENTSASACCURATELYASPDSSIBLEWITHTHE �-y ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK �./ OF ACCURATE AND AND COMPLETE DIMENSIONED AT Booths Booth Wall. Laminate, Nevamar - Seats Chair Back & Seat Laminate, Match Supplier: + " ARCHITECTURAL ENTSTOTHEFINW LOCATIER ONS TANDS ME PL-17G w7 l.!pp I i e�'• Twenty �cu r `.= ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT �+ /+�+ +� AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT (wall incl.) N/WF0011T Macchiato (grain) PL-15G Wood Grain to run vertically (center) PL-17G Caramel Macchiato THEON O NROEXPENSB SITEIMENSO DISCREPANCIES S AND ITIONS.SED Edge Trim: Rehau, Match to Macchiato M63-2G Clipped Down Hardware Frame Finish: Powdercoat, Blackened MF-1G REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS f�(� FOR COMPLETE AND ACCURATE DIMENSIONS OF CP41002 Steel BUILDING STRUCTURE Black THESE CONTRACT DOCUMENTS AND THE INFORMATION Booth Seat: Vinyl, Maharani Glides: Bla L.1♦ THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470. Lariat 440401 , 010 Taupe UPH-7G F5B Standard Style: Bronze Gale Standard Chair X X 'Co nta ct: 323.319.2722 ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPI17.5" Back Pad: Vinyl , Maharam ' 1 Height Seatse i ght Model: 80-014-211-9 Rep: Barry Woon oon WAY,IN,REPRODUCED,USED TOUTR IMPLEMENTED EXPRESSIANY Lariat 440401 , 007 Oyster kIP�„�-1�� 4hait Back & /`• WAY,IN PART OR IN WHOLE,WITHOUT THE WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. ySeat: Laser Cut Steel NA Supplier: Twenty Four 7 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT Bottom Trim: 3MM Black PVC (settee with Bronze Powdercoat IN PAYMENT DUE FOR SERVICES RENDERED BY FCC ;[, i COMMERCIAL FURNITURE INC. Booth Base: 1!J 311 Black ABS seats) ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY 11 REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC INC,IN ADVANCE.IN WRITING Crumb Trough Trim• Laminate, Glides: Rubber RC AL COMMIERC AL FFUIURN TURE IS NOT RESPONSIBLE FOR J f� J DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT P ionite, Black S E 101 F 5C Standard Not A ppI icable I REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC- Leg • Powdercoat, Blackened Steel nAF-1G Height THESE DOCUMENTS REFLECT SPECIFIC SEATING AND f DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. F1B Standard Style: Blaze Settee X X T -.--- Lounge Height ., Nevamar Chairs Settees Booth Seat: Vinyl, Maharam CLIENT: (no wall) Lariat 440401 , 010 Taupe UPH-7G 17.5" Back Pad: Vinyl, Maharam F6A High Chairs Manufacturer: Rubbermaid u Yg X X CoGLariat 440401, 007 Oyster UPH-10G. Wood Grain to run verticall Style: Sturd Chair FG-7805, Green Crumb Trough Trim: Laminate, Clipped Down Hardware MIaterial: Molded Plastic ASTM F404-04 Pionite, Black SE 101 PL-19G F7A Metal Work Color: Blackened Steel (Square Steel) X ' X MF-1G * Tile grout by GC after steel is installed (typ. ) Burger King #2351 I Bottom Trim: 3MM Black PVC F8A Divider Style: W0002 X X 11539 SW Pacific Hwy Booth Base: 1/8" Black ABS Walls 1/2" Top Cap (No Drop): Solid Surface SS-8G Wood Grain to run vertically Tigard, OR 97223 Legs: Powdercoat, Blackened Steel MF-IG Conan, Deep Nocturne (matte finish) Decor: Garden Grill F2A Table Tops Style: T0025 (1/8"R) X X All VBE seams to be placed Sides: Laminate, Nevamar `- � Corian/Nevamar Building Type: BK-86 (at booths/ 1 5/16" Thick Top: Laminate, Nevamar PL-9G against wails wherepossible N/WF0011T Macchiatoht CUSTOMER 9 (grain) PL-15G settees) WK0017T Venerable Old Oak (grain) Arrows on floor plan denote M63-2G Ambrosia Edge: Rehau 592E Multiplex 1 -5/16" M93-1G table grain location. SHEET TITLE: F2B Table Tops Style: T0027 R (118"R) 3 Equal Stripes X X ,. 1I , ' Pionite/Wilsonart Height To Top: 40" SPECIFICATIONS (center) 1 5/16" Thick Top: ; 0 '� Height to Bottom: 9" x WORK ORDER NUMBER: Left Stripe: Laminate, Nevamar Table F2B is only applicable on WZ2001T Santa Rosa Plum Tree (grain) PL-16G tables in the center of the store Core-Drilled: Powdercoat, Blackened SteelM F-1G Middle Stripe: Laminate, Nevamar F9A Decor Style: FDWS0100 X X 'Size Options: 30"W, 40"W, 60"W FINALS BY: N/WF0011T Macchiato (grain) PL-15G Screens Screen Finish: Perforated 114" holes Right Stripe: Laminate, Nevamar Powdercoat, Statuary Bronze 038/60080 DRAWN BY: WF0013T Carmel Macchiato Suede (grain) PL-17G JOSHUA LONG Edge: Rehau 592E Multiplex 1-5/16f1 M63-1G i Post & Hardware Finish: Powdercoat, MF-4G SCALE: F2C Coffee Not Applicable Statuary Bronze 038/60080 NTS Tables ORIGINAL DATE: (at lounge) F10A Low Style: FDWS0081 , Metal Frame X X For use on divider wall across I January 07, 2020 Decor Finish: Powdercoat, Statuary Bronze, from Service Counter 1 Screen 038/60080 PLOT DATE: March 16, 2020 PROJECT #: 04856-001 SHEET #: D8 . 0 _ Furniture Items I u gplier Installer BK el I SuIII gplaneDecor Items Sura ler Install Item Description Finish FCC Other111 FDD C?then Notes er I FCC COMMERCIAL FURNITURE INC. Item I Description Finish FCD Cather FDC Othersi Codes Notes 8405023 HWY99N,ROSEBURG,0R97470USA T,800.322.7328 1 F.541.6737441 WWW.FCCFURN.COM FllA Cabinets Style: Cube (33/44ga1) ' X X D1A ADA RR Item. ADA/Braille ULT IN DESIGNED AND SignX Mounted on X B USA. (Condiment Top wiTray Bumpers: Solid Surface, SS-8G Signs Wall Next to Restroom Door TBD PROPERTY OF FCC COMMERCIAL FURNITURE THIS IS A FOR DESIGN PURPOSE TO EXPRESS DESIGN andTrash) Conan, Deep Nocturne (matte finish) CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN AND THE CONCEPTS HEREIN SHALL Sides: Laminate, NevamarI NOT BE ALTERED OR USED AS CONSTRUCTION PL-9GInterior Trash Cabinet Laminate to D1 B Directional 1. Wayfinding Sign "Restrooms", X X Supplier: Refer to Drawings1 DOCUMNTS.DONOTREPRODUCEORLENDWITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL WK0017T Venerable Old Oak (grain) Match Exterior Signage 2. RR Door Signs-Circle of Man/Woman FURNITURE INC 9 gg nsContact: Refer to Drawings Edge: Charter Black (required) 3. Kitchen Door- "Flame Grilling Now" IMPORTANT Access Door: Laminate, Nevamar Wood Grain to run vertically 4. Restroom - "Crew Members Must Wash" WRITT EN DIMENSIONS HAVE PRECEDENCE OVER SCALE WK0017T Venerable Old Oak (grain) 5. Tray Return (as applicable) I IN ALL CASES Door Edge Pull: Stainless Steel DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL um �/ Dona nlNevam ar DIC Entry Includes: Door Decal "Hours of Operation" X X Supplier: Refer to Drawings Q ESTIONABREPRESENTATIVE TO E HONE#Y Base S tyl e' "Push/Pull" 800 322.7328 Signage Door Decal TBD Contact: Refer to Drawings I- / THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Open With Casters - Roll Out Liner (required) DIMENSIONS.EQUIPMENT,FURNITURE PLACEMENT, i i UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. aseBColor: D2A Heritage Style: F ram ed and Matted BK Heritage X X Supplier:ppl ler: Refer to Drawings THE GENERAL CONTRACTOR MUST NOTIFY FCC Matte Black COMMERCIAL FURNITURE OF ALL DISCREPANCIES Wall Art Images Black White �j TBD Contact: Refer to Drawings WOROR REQUIRED ADJUSTMENTS PRIOR TO STARTING X X (� (optional) Color: B l ads k & Y Y h Ite or Col areU Total Quantity: j 0 FCC COMMERCIAL FURNITURE HAS PREPARED THESE Fl 1 B } Drink Station Top Finish: Manufactured Stone X MS-1GI e st0 ne Contact: 30 .3.J8. 57 r"�2 B Wall Art Style: Wall p DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE LJ Materials: NaLu�r+�! Element Art Callag�if X X Supplier: Nautical FurnishingsOF ACCURATE ANDAND COMPLETE DIMENSIONEDCif and Silestone, Quartz Volcano Texture or Rep: Jennifer Ryan, Cosentino Collage Materials Concrete, Grey Wood, ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT �y Contact:ct: 954.771, 1l! ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT Condiments Si desDoors: Laminate, Nevam ar -gAND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT ((��J''� (required) Brown Wood Copper, Green Bamboo Rep: Michael Haglund THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED 033 /V SD, Cafe Sienna � � � p p � R�' 1 l�# 13 flN ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. Additional SUpplter available (Option A) lIFE w/Logo, Brick, Orange Laminate RC-2 Size: 10`-9" ��'I REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS QFORBUILDING STRCOMPLETE AND UCTURE.ACCURATE DIMENSIONS OF PL-18G Frame/Dividers: Black BR-2G THESE CONTRACT DOCUMENTS AND THE INFORMATION Optional D2C Manifesto Style: Crown Manifesto on 1/8" X X Supplier: Refer to Drawings THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG.OREGON,97470. Top Finish: Solid Surface Graphic Aluminum Composite Panel Contact: Refer to Drawings ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE Avonite, BK Smoke #7885 Standoffs: 1/2" Silver WAYI,E1N AERTROR ISN WHOLE WITHOUT THIE EXPR SS NY WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. Edge: 1-112" Square Drop Size: 30"VV x 42"H ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC Avonite Contact: 423.290.4805 D3A Drink Station 1. "Refresh Your Way" (required) X X Supplier: Refer to Drawings1 COMMERCIAL FURNITURE INC. Rep: Bob Dahl, Aristech Surfaces Wall Decals 2. "Sauce Your Way" (optional) TBD Contact: Refer to DrawingsRANY EASONSHAOLN FROM THESWITAH U CONOSENTOFFCC Additional r j fir► COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. Coke 4 d{t oral supplier available (Opt io 1 A) FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR F 1 1 C Not Applicable �y, DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT Note: Use with CT-25G +2 CG Tile REVIEWED AND APPROVED IN ADVANCE BY FCC �.+ 1 ' .w7 COMMERCIAL FURNITURE INC. Free-Style X p D3 B Drink Station Style. "Freshly Flame Grilling Since X Supplier: Refer to Drawings THESE DOCUMENTS REFLECT SPECIFIC SEATING AND y �" DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. FlID Optional Not Applicable Header Pane 1954" on 1/8" Alum . Composite Panel TBD pContact: Refer to Drawings Sauce Bar (optional) Hardware: 112" stainless Standoffs Quantity: 1 CLIENT: (Option A) and caps (6x ) with locking pucks Note: Use with CT-25G Tile D3C Drink Station 1 . Burger King Burger Logo X X Supplier: Refer to Drawings F12A Service Style: Square Face (Eased Edge) X X MS-IG Wall Decals 2. Since 1954 Stripes TBD Contact: Refer to Drawings CIIIDounter Top Finish: Solid Surface orAvonite (Option B) 3. King HeatApplied to Tile TMBK Smoke #7885 SS-9G 4. King on Burger Edge: 1 -1/2" Square Drop 5. "Burger' Text Note: Use with CT-31GTile Tile Front Drop: 3" 6. "King" Text l Burger King #2351 Back Edge: 2" D4A Flat By Owner X X 11539 SW Pacific Hwy Screen Tigard, OR 97223 Note: Min. 1r4`-0" L to fit menuboards D5A Wall Not Applicable f Decor: Garden Grill Shelves Building Type: BK-86 CUSTOMER Ambrosia SHEET TITLE: F13A Queue NotApplicable SPECIFICATIONS • D5B Graphic Style: AluminumComposite Graphics X X Supplier: Refer to Drawings Line Panels Size: 36Wx48"IHor32Wx59H CIontact: Refer to Drawings F14A Smoothie Not Applicable WORK ORDER NUMBER: (required) Hardware: 1/2" stainless Standoffs Surround and caps (6x) with locking pucks D5C Shelf Not Applicable FINALS BY: Artwork (required*) DRAWN BY: D5D Shelf Not Applicable JOSHUA LONG Artwork SCALE: (required*) NTS F 15A POS Not Applicable D6A Door Style: Branded Door Handles X Contact: 954.771.1100 ORIGINAL DATE: Shroud Handles Materials: IPE Wood Rep: Michael Hoglund,p g arid, Nautical January 07, 2020 (optional) (Optional) Hardware: Powdercoat, Blackened Steel Qty: PLOT DATE: Size: 35" W x 8"H IOptional Per Customer Request March 16, 2020 PROJECT #: 04856-001 SHEET #: D8 . 1 Miscellaneous Decor Items Supplier Installer BK , Interior Building Finishes Supplier Installer BK 11 111 1 11 1111 1 I 111111 III1 11 FCC iii II I111111I 1111 111111 1111 1 1 111111 _ , 1 COMMERCIAL FURNITURE INC, Item Description Finish FCC Others FCC Others Codes Notes Item Description Finish FCC Others FCC Others Codes Notes 8452OLD HWY99N,ROSEBURG,OR97470USA J�� 1�� { X X T.800 322 7328 I F 541 673 7441 I WWW FCCFURN.COM D7A Ordering Style: Express Order X X Contact: bksalesaxenial.com 1 B1A Main Floor Manufacturer: Eurowest Floor tile must exceed 0.42 SCOF DESIGNED AND BUILT IN US A. Kiosk (Opt.) Qty. : 2 min. Tile and Item: TCG2424027SQ (floor tile) CT-25G Minimum (Dry and Wet) Standard COmmERCIAL FURNITURE PURPOSE TO EXRESSDESIGN CONTOR D8A Metal 1 . Pick-Up Signage (optional) X X Supplier: Nautical Furnishings Base Tile Color: Simply GrayHoned (rectified) p AND CINSTALLER FOR EPTS TO THE THEPROJECT SHOWN CHITECT,CLIENT, NTHSGDESIGN y p y per ASTM F 1677-05, I t must meet AND THE CONCEPTS HEREIN SHALL Signage 2. Restroom Signage (optional) Contact: Michael Hoglund, Size: 24"x24, (floor tile) NOT BE ALTERED OR USED AS CONSTRUCTION Corporate Approved Guidelines DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL 954.771 . 1100 hem: TCG1224027SQ (base tile) CT-26G and follow ANSI A108.01 and FURNITURE INC. Color: Simply GrayHoned (rectified) A108.02. IMPORTANT from 6"x24" (cut tl om 12"x24" field tile) WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES Grout: CBP, Fusion Pro Single Comp. , GR-15G Install: Refer to Plans •D8B Quality Food NotA ; ./icable #335 Winter Gra 11 f6" QONOT SCALE OFF FLANS. CONTACT FCC ERCIAL FURNITURE'S REPRESENTATIVE TO VERIFYYANYANY ..e y QUESTIONABLE DIMENSIONS AT TELEPHONE# 800-322-7328 Metal B1 B Accent Floor Manufacturer: Eurowest 11 X X Eurowest Contact: 714.309.9551 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Stamps Tile Item: IRG 0624123 (rectified) CT-28G p ReJan Deter DIMENSIONS.EQUIPMENT FURNITURE PLACEMENT, � �I UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. (optional) (Light Wood) Color: Larch US (French Wood) Additional supplier(s) available THE GENERAL CONTRACTOR MUST NOTIFY FCC Finish i COMMERCIAL FURNITURE OF ALL DISCREPANCIES Size: 611 (24" per BKC R f ni Schedule AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING �+ [ WORK. Grout: CBP, Fusion Pro Single Comp. , GR-15G FCC COMMERCIAL FURNITURE HAS PREPARED THESE DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE #335 Winter Gray, 1/16" ARCHITECTURAL INFORMATION PROVIDED DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED X �^ ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT _ B 1 C Accent Floor Manufacturer: Eurowest X Grout Note : h ro l i te® Premium ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT D9A Have It Your Not Applicable Tile Item: IRG 0624122 (rectified) CT-29G ;Large Format Tile Mortar, THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. Way LED (Dark Wood) Color: Elm US (French Wood) Rapid Set P• I REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF Sign Size: 6"x24" BUILDING STRUCTURE. (optional) Grout: CBP, Fusion Pro Single Comp. , GR-15G THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL p / ` FURNITURE INC- ROSEBURG,OREGON,97470. #335 Winter Gray 1! 1 6" ALL PECOACCMETAT COPIED,REPRODUCED,REPARD NTR UTSEDDOORUMI t, LEMENTEDSMYNOINBE ANY D9 B Red Flame Not Applicable B 2A Tile Base See BMA, See Plans for Usage X X See Also Architecturals for Details WAY,IN PART OR IN WHOLE WITHOUT THE EXPRESS Q WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. Grilling B2B Kitchen Manufacturer: Eurowest X X Eurowest Contact: 714.309.9551 ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT CT-10G IN PAYMENT DUE FOR SERVICES RENDERED BY FCC Crown Sign Floor Item: TCG1212142, Capitol Gray TX Rep: Jan Deter COMMERCIAL FURNITURE INC (optionANY DEVIATIONS FROM THESE al) Tile Tile Size: 12" x 12" Additional' supplier(s) available}able REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC COMMERCIAL TURE INC,IN ADVANCE,IN WRITING Cove Base: TCG61 2"C1 42-6 x 12' baseCT-11G per BKC Finish Schedule FCC COMMERCIAL FIURNITURE i5 NOT RESPONSIBLE FOR TCG 60C 142-611 1" Comer DEVIATIONS CHANGES,ADDITIONS, C BY DELETIONSCNOT x REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. D10A Exterior Item: 40"W x 54"H ACP Image Panels X X Qty: 1, 2 or 3 (as space allows) Grout: CBP, Fusion Pro Single Comp., GR-6G THESE DOCUMENTS REFLECT SPECIFIC SEATING AND Drive-Thru Refer to Architecturals for #370 Dove Gray, 1 J8"T4. DECOREC}UIPMENTORDEREDOFDATESHOWNBELOW. Image Panelslnstallation Information Supplier: Refer to Drawings B2C Floor Manufacturer.- Schluter Systems X X JI CLIENT: (required) Contact: Refer to Drawings Transition Series: Transition Profiles for Floors TR-IL Contact: 800.472.4588 x112 Strip Schiene (Radius) AE 100-R TS-IG Rep: Jay Wray Ito: , .. , II I D110B Exterior Item: 120"W x 60"H Vinyl , Qty: 1 y , X X Finish: Satin Anodized Aluminum Whopper (size may vary per site) Size: 318" Billboard Refer to Architecturals for = Supplier: Refer to Drawings B2D Floor to Manufacturer: Schluter Systems X X Note: For Use OnlyWhen y (Optional) Installation Information ,, C_tict: Refer to Drawings Wall Cove Item: Cove-Shaped Profile, DILEX-HKU Required by CA Health Dept. _ Trim Finish: Brushed Stainles Contact: 800.472.4588 x112 BurgerKing #2351 9 (If required) Size: 3/8" Rep: Jay Wray 11539 SW Pacific Hwy 11 i 11 i 1 n 1 i 1 111111111 en 111 11d� B3A Under Manufacturer: Eurowest X X Install: Refer to decor elevations, Tigard, OR 97223 Service Item: IRG 0624123 (rectified) CT-28G No base tile Decor: Garden Grill Counter, Color: Larch US (French Wood) Building Type: BK-86 l Service Area Size: 6"x24" Eurowest Contact: 714.309.9551 CUSTOMER Side Wall, Grout: CBP, Fusion Pro Single GR-17G Rep: Jan Deter I Ambrosia Drink Station Component, #145 Light Smoke, 1/16"Th Additional supplier(s) available r SHEET TITLE: Side Walls 20"D Optional Logo: Sandblasted X X per BKC Finish Schedule SPECIFICATIONS Burger King I I WORK ORDER NUMBER: F B3B Tile at Manufacturer Eurowest X X Install : Horizontal stacked bond Service Item: TCG1224027SQ CT-27G to floor - no base tile. Area Side Color Simply Gray Honed (rectified) Eurowest Contact: 714.309.9551 FINALS BY: 9:. & Corridor Size: 12"x2411 Rep: Jan Deter Wall Grout: CBP, Fusion Pro Single Comp. , GR-15G Additional supplier(s) available DRAWN BY #335 Winter Gray1/16" � ,, . , � x . . . mF_ ., � . _ .. _ _ ,. LONG . .. � Grout Note : Prolite® Premium .....:. ......: .., r .e-, r_..:- ss -s -. ate. .::� ✓...:. .. ,:.:, - . ;:, at Tile Morta Large Form ,r NTS ,a.-.� .s _� 4_ � �. � � Rapid ORIGINAL DATE: - d Set - .m ,. r. Rare _.., 9. . ,:. ._ �ti ;.;� sy ._ .:.. .��., r..v �,, s.� �_� , II I I p �. . .,. � . B3C Accent Finish: Laminate, Nevamar, X X PL-18G 1 January 07, 2020 Laminate at S03300 SD, Cafe Sienna Contact: Local Supplie 3_ PLOT DATE: _ _ _ _ _ Service Area Transition Trim: Refer to B8B TR-1 March 16 2020 PROJECT #: 04856-001 SHEET #: .. D8 . 2 III 12111 Interior Building Finishes Supplier Installer BK I Interior Building Finishes Supplier Installer BKFCCCDMMERCIALFURNITl1RElNC Item FCC / FCC Others /� 1, /'► /'► Others Notes 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA Item Description Finish Others Codes Notes Item Description Finish FCC Others FCC Codes T 800.322.73281 F.541.6737441 ,WWWfCCFURNCOM B3D Tile at Manufacturer: Eurowest X X Install : Horizontal stacked bond B11A Interior Finish: Laminate, Nevamar X X Install: Wood Grain Runs Vertically DESIGNEDANDBUILTINU.S.A. PL-9G PROPERTY OF FCC COMMERCIAL FURNITURE Back of Item: TCG2424027SQ CT-25G to floor - no base tile. Doors and WK0017T Venerable Old Oak (grain) THIS ISAFOROESIGNPURPCIALFUR FURNITURE DESIGN F� CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR Drink Station Color: Simply Gray Honed (rectified) Eurowest Contact: 714.309.9551HEONCEPREINSHALL THIS DESIGN Frames Frames: Clear Anodized Aluminum Nevamar Contact: 877. f 26,6526 AND ANDTHE FOR THREINHAL r NOT BE ALTERED OR USED AS CONSTRUCTION Size: 24"x24" fie p: Jan Deter Fin1 • Paint, PPG Re John Tru l oc k DOCUMENTS.DO NOT REPRODUCE OR LEND WITHOUT ■�] Gf WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC. Grout: CBP, Fusion Pro Single Comp., GR-15G Additional supplier(s) available Primer: 90-712 Pitt Tech PPG Contact: 616.335.3259 #335 Winter Gray 1/16" per BKC Finish Schedule Paint: 6-151/0+X1, Speedhide Int/Ext WB P-4G Rep: Kevin jLastacy, kiastacy@ppg.com IMPORTANT f� Grout Note : Prolite® Premium Alkyd Semi Gloss Additional supplier(s) availabl/e, WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES Color: . Large Format Tile Mortar, Ashen er BKC Finish Schedule DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL Rapid Set B11B Kitchen Door: Laminate, Nevamar, X X See BILA for Dining Side Door FURNITURE'S REPRESENTATIVE TO VERIFY ANY I !!TI I 1 Door QUESTIONABLE DIMENSIONS AT TELEPHONE# �7 800.322.7328 B4A Back of Manufacturer: Marlite X X Marlite Contact: 330.343.6621 Door & S03300 SD, Café Sienna PL-18G Finishes THE GENERAL CONTRACTOR MUST VERIFYALLBUILDING House Series: FRP Symmetrix, C100 G312 FRP-1G Rep: Anita Craig Frame Frame: Paint, PPG Nevam ar Contact: 877.726.6526 DDTILITYLOCATIONIPMAND ENT FURNITURE CONDITIONS ATSITE. Div. Trim: TBD, contact Mariite (Kitchen Side Primer: 90-712 Speed Tech Rep: John Trulock THE GENERAL CONTRACTOR MUST NOTIFYFCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES Edge Trim: TBD, contact Marlite TR-3G Only) Paint: 6-1510X 1, Speedhide Int/Ext WB P-16G PPG Contact: 616. 335.3259 WORK. REQUIRED DPRIOR ISCREPANCIES STARTING WORK. 0/S Trim: A560 Satin Anodized Alum. Alkyd Semi Gloss Rep: Kevin Lastacy, kiastacy cppg.com FCCCOMMERCIALFURNITUREHASPREPAREDTHESE ]�[� �+} /gy }� y( f/yy/ f DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE I/ Trim: TBD, contact Marlite Option: Color. CaféSienna Additional a7�..�pplier available AOFR HITECTTEA INAND FORMATION PEDVMDIONED DUE TO LACK (� ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT Panel Sizes: 4'x8' or 4' x 10' White Subway Tile, See B9A B12A Open Truss Manufacturer: PPG X X PPG Contact: 616. 335.3259 ADJUSTMENTS TOTHE FINALLOCATIONS OFEQUIPMENT AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED Ceiling & Primer: 17-921 Seal Grip Rep: Kevin Lastacy, kiastac y a ppg.corn ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. ■ [_�i■ ja / a1 REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS B5A Wainscot Material: Marlite, Allure Panel X X Install : Wood grain runs vertically 1 BKoT Upper Paint: PPG 6-417 Speedhide Zero P-6G Additional supplier(s) available FoR REFERT ARCHITECTURAL BUILDING STRUCTURE. (Lower Wall Color: Nevamar, WF001 Macchiato, +yx 50 Wall Finish VOC Int. Latex Eggshell } per BKCFinish Schedule THESE CONTRACT DOCUMENTS AND THE INFORMATION Surface) X WP-2G P-2G Panel Qty (4' 4') Pa nels Color. Cabin Fel er, PPG 1021-7 THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.,ROSEBURG,OREGON,97470, ■ Panel Size: 4' x 4' DividerTrimAP-30N(9).16S ticks'?44 B12B Acoustical Item: Armstrong, Cortega P N91311 , X X Option to B12A Open Truss ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY Trim: Match to Marlite Macchiato EdgeTrimA P-28N(9):38S ticks/342' Ceiling #770 WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS j J� J (� �//� �+ ..,/ 90 WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. j/C AP-32N Y (9): I 0 S ticks Tile Size. 2' x 2' x 5/8" ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC O/C AP-34N (9'1: 10 Sticks/ 90 Tile Color: Custom Color, Sepia ACT-1G Contact:/� 407.697.6768 COMMERCIALFURNTUREINC . Adhesive: By Others X X Edge: Flat In-Lay 15/16 Rep: Louis John ANY DEVIATIONS FROM THESE AWNGS FOR ANY REA ON SHALLL NOT BE DONE WIDTHOUT CONSENT OF FCC COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. Grid: Prelude 15/16", Exposed Tee FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS.CHANGES,ADDITIONS.OR DELETIONS NOT /' •�,J /1Custom /� /� REVIEWED AND APPROVED IN ADVANCE BY FCC �jf �( \.7n�I Vo�lyoy r: / Color, Sepiap #BP672 X J� �.}' (� `Q COMMERCIAL FURNITURE INC. B12C Kitchen Item: Armstrong, Kitchen Zone X Armstrong Contact: 40 ! .697.6768 THESE DOCUMENTS REFLECT SPECIFIC SEATING AND DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW_ Acoustical Size: 2' x 4' x 112" ACT-2G Rep: Louis John B6A Chair Material: Solid Surface X X Dupont Contact: Tiana Mane Bragg Ceiling Tile Color: White Additional supplier(s) available CLIENT: Rail Corian, Deep Nocturne SS-8G tiana.marie.bragg dupont.com Tile Grid: Prelude 15/16" Exposed Tee per BKC Finish Schedule Size: 1" x 2" 952.337.3438 Grid Color: White B7A Main Wall Manufacturer: Paint, PPG X X PPG Contact: 616.335.3259 B12D Acoustical Item: Armstrong, Fine fissured #1732 X X Contact: 407.697.6768 licras;ir NG Finish Primer: 6-4900X4 Speedhide Zero VOC Rep: Kevin Lastacy, kiastacyappg.com Ceiling Tile Size: 2' x 2' x 314" ACT-3G Rep: Louis John Int. Latex Satin Additional supplier(S) available (Play Area, Tile Color: White (Upgrade: Adobe) Additional supplier(s) available Paint: 6-4310X1 Speedhide Zero VOC P-15G per BKC Finish Schedule if applicable) Grid: Angled Tegular 15/16" per BKC Finish Schedule Int Latex Eggshell Grid Color: White (Upgrade: Adobe) Burger King #2351 Color: Ashen i B12E Drywall Finish: Paint, PPG X X Refer to RCP for GC installed 11539 SW Pacific Hwy B8A Accent Manufacturer: Pine Hall Brick X X Install : Horizontal, 50% offset, Ceiling Primer: 6-4900X1 Speedhide Zero VOC recessed light locations Tigard, OR 97223 Brick Series: Thin Clad Veneer include base tile to match floor (existing) Int Latex Satin Decor: Garden Grill Finish Color: Old Irvington BR-2G Paint: 6-4310X1 Speedhide Zero VOC PPG Contact: 616. 335.3259 Building Type: BK-86 Size: 7 5/8" x 3 518" x 112" Pine Hall Contact: Preston Steele Int. Latex Eggshell P-5G Rep: Kevin Lastacy, klastacy@ppg.com CUSTOMER Grout: Lehigh Hanson, B-12C/B-12, EGR IG E-mail: steele inehallbdck.com Color: White on White Additional supplier(s) available Ambrosia g - p p� Gingerbread, Ohio River Masonry Sand Additional supplier(s) available per BKC Finish Schedule SHEET TITLE: Grout Contact: Carl Applebaum, SPECIFICATIONS 502-523-2666, cart appleb.3urn@ IehighhanE0 n.c0 m B13A Soffits Finish: Paint, PPG X X Refer to RCP for GC installed WORK ORDER NUMBER: B8B Wall Tile Manufacturer: Schluter Systems X X Contact: 800.472.4588 x112 Primer: 6-4900X4 Speedhide Zero VOC recessed light locations Corner Finish: Satin Nickel Anodized Alum. TR-1 Rep: Jay Wray Int Latex Satin Trim Style: QUADEC Q100AT 318" Paint: 6-4310X1 Speedhide Zero VOC PPG Contact: 616. 335.3259 FINALS BY: B9A Menuboard Manufacturer: Eurowest X X Install: Horizontal, 50% offset Int. Latex Eggshell P-5G Rep: Kevin Lastacy, klastacycx)ppg.com & Service ftem: 1318glosswhtl CT-31G Co/or: White on White Additional supplier(s) available DRAWN BY: Area Color: White, Glossy Eurowest Contact: 714.309.9551 per BKC Finish Schedule JOSHUA LONG Back Wall Size: 3" x 12" Rep: Jan Deter SCALE: Grout: CBP, Fusion Pro Single Comp. , GR-18G Additional supplier(s) available NTS #543 Driftwood, 118"Th ORIGINAL DATE: BIDA Window Material: Solid Surface X X Qty. (12): 10 Sticks, 120' January 07, 2020 Sills Corian, Deep Nocturne SS-8G PLOT DATE: Thickness: 1/2" March 16, 2020 PROJECT #: 04856-001 SHEET #: D8 . 3 III Interior Building Finishes Supplier I Installer I BK Restroom Interior Finishes Supplier I Installer I BK I 1111 FCC COMMERCIAL FURNITURE INC Item Description Finish FCC Other FCC Others Codes Notes 1 Item Description Finish FCC Othersi FCC Others' Codes Notes 8452 OLD HWY99ROSEBURG OR97470USA T.800.322.7328 F.5411.673673.77441 I WVVW FCCFURN COM B14A Suspended Finish: Omnova, 3D Laminate X X Bottom of Soffit Mounted R1A Restroom Style: Custom Trrough Corian Sink X X HJC Corp: barry.bryant©hjcinc.com hjcinc.com DEStGNEDAND BUILT INUSA Finish: 3D Lam Almond Cherry 508837 6" from Ceiling Sink Solid Surface, Conan, OR Restroom Remodels Co.: PROPERTY OF FCC COMMERCIAL FURNITURE THIS ISA FOR DESIGN PURPOSE TO EXPRESS DESIGN Tre l l i s Size: 12"W x 2"H GC to Install Recessed Lighting Summit White k eith@restroom rem odel s.c om CONCEPTS TO THE ARCHITECT CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN �} AND THE CONCEPTS HEREIN SHALL S"hroudlHardware. Powdercoat, Tiger BLM 38160400, in 7rellis� See L?G/L ?N Size: 18"D x 2Lf1W x 5"H OR USED AS CONSTRuCTiON CUMENTSRDONOT BE ALTEEDOOTRE RODUCEORLENDWITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL FURNITURE INC, B14B Slat Side I Finish: Laminate, Nevamar X X R1 B Faucet Manufacturer: Grohe X X IMPORTANT Laminate WZ2001T Santa Rosa Plum PL-16G Side 2 to be installed Model: Eurosmart Cosmopolitan WRITTEN DIMENSIONS HAVEPREGEDENCEOVER SCALE Soffit Side 2 Finish: Laminate, Nevamar facing windows Finish: Chrome IN ALL.CASES DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL S03300 SD, Café Sienna PL-18G R2A Stall Finish: Laminate, Nevamar X X Install: Wood Grain Runs Vertically FQUESTIONABLEERE REPREWNS SENTATIVE OTEvERiFy LEPHONE#Y Edge: Rehau, 592E Multiplex MEB IG End slat at window to be Doors and WK0017T Venerable Old Oak (grain) 8003227328 ` THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Thickness: 1 -1/4" Thick x 4"High side I finish, both sides Frames Frames: Clear Anodized Aluminum PL-9G Nevamar Contact: 877.726.6526 DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE Hardware: Powdercoat, Tiger, BLM # 9 Finish: Paint, PPG Rep: John Tr u l oc k THE GENERAL CONTRACTOR MUST NOTIFY FCC 38/60400, Sudan Brown � 'r��, :,.`� COMMERCIAL FURNITURE OF ALL DISCREPANCIES Primer: 90-712 Pitt Tech ppn ' 't� 5, y AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING WORK. Paint: �6--1510X1, Speedhide frit/Ext WB P-4G Rep: Kevin Lastacy, klastacy@ppg.com FCC COMMERCIALFURNITUREHASPREPARED THESE THE Vestibule Interior Finishes Supplier Installer BK Alkyd Semi Gloss DOCUMENTS ALS INFORMATION NSROVI ED.BLE WITHUETO ARCHITECTURAL PROVIDED,DUE TO LACK //''++ / Codes ACCURATE AND AND COMPLETE DIMENSIONED Item Description Finish FCC Other FCC Others Codes NotesLfil or. Ashen Additional ronsupplier(s) avail/able ARCHITECTURAL PLANS OWNER UNDERSTANDS THAT . ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT "� Wainscot ,.,yam j, /�! j, / AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT V 1 A Finishes eao Match/ Vf nin Room X X r BKC FinishSchedule ON ATHE CTUAL JOB SITE DIMENSIONS AND CONDITIONS BASEDRS ExPENSE DUE TO DISCREPANCIES (Lower Wall See B5A for Specification WP-2G R3A Soap Style: Dispenser 6562, Surface X X Supplier: BradleyCorp REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF Surface) Dispenser Mounted, Tank-type Horizontal Valve Contact: 1 .262.251.6000 BUILDING STRUCTURE. 2A Chair Finishes to Match Dining Room X SS-8G FI ni shStainless Si eel THESE CONTRACT DOCUMENTS AND THE INFORMATION V THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL Supplier: /+ �+ IncFURNITURE INC..ROSEBURG,OREGON,97470. Rail See B6A for Specification R3B Hand Style: ASI #0134, Turbo-Tuff Recessed X X upplier: American Specialties Ic ALL PREPARED CONTRACT DOCUMENTSMAY NOT BE V3A Main Wall Finishes to Match Dining Room X X P-15G Dryer High Speed Hand Dryer Contact: .91 4./'7'6`. 9000 COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY .1 ^r r �J J V WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS [ /� /� /+/ �+ } Stainless ' WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. Finish See B 7A for Specification aL ion F;�ni • Steel ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC COMMERCIAL FURNITURE INC. Or Approved proved Hand Dryer Option ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY l'' a rye l'' X X Supplier: ` REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC R4A Urinal Style: T}ot UT1 /k�J4E, TopSpud Inlet, I�IppllPrr. Toto, Daniellef `� Stavin TURE INC,IN ADVANCE,IN WRITING CCCOMCOmmERMERCAAL LFIURNITU EISNOTRESPONSIBLE FOR Color. #0 1 Cotton o nta ct: Danielle Stavin,n, DEVIATIONS,CHANGES,ADDITIONS, CBY DELETIONSCNOT REVIEWED AND APPROVED IN ADVANCE BY FCC COMMERCIAL FURNITURE INC. 888-295-8134 THESE DOCUMENTS REFLECT SPECIFIC SEATING AND R4B Toilet Style: American Standard, Madera, X X Supplier: Haines Jones & Cadbury DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW 16-112"H, 1 .6gpf, Flushometer sytem Contact: 1 .800.459.7099 Cadbury with everclean Rep: Katherine Harris CLIENT: R5A Wall Style: BOBRICK B-165 2436 X X 41111 ' Mirrors Channel Frame Mirror RGER R5B Sanitary Style: BOBRICK B-353 X X 114G- Disposal 4® R5C Seat Style: BOBRICK B-3013 X X Cover Recessed Seat Cover Dispenser Dispenser Finish: Stainless Steel Burger King #2351 11539 SW Pacific Hwy R5D Waste Style: BOBRICK B-3644 X X Tigard, OR 97223 Receptable Recessed Waste Receptacle Decor: Garden Grill ' Type:BuildingBK-86 R5E Tissue Style: BOBRICK B-3888 X X Dispenser Recessed Multi-Roll CUSTOMER R5F Coat Style: BOBRICK B-6717 Surface X X Ambrosia Hook Mounted Single Robe Hook, Stainless SHEET TITLE: R5G Toilet Paper Style: BOBRICK B-6997 X X SPECIFICATIONS Dispenser Recessed Mounted Towel Dispenser R5H Baby Style: Koala Kare KB 110-SSRE X X Supplier: Haines Jones & Cadbury WORK ORDER NUMBER: Changing Finish: Stainless Steel Contact: 1 .800.459.7099 Table . Optional Rep: Katherine Harris FINALS BY: Style: Koala Kare KB200-05 Finish: Polypropylene DRAWN BY: Optional HJC Corp:barry.bryant@hjcinc.com I JOSHUA LONG Style: Custom Conan SCALE: Finish: Corian, Summit White NTS ORIGINAL DATE: January 07, 2020 PLOT DATE: March 16, 2020 PROJECT #: 04856-001 SHEET #: D8 . 4 11111 Restroom Interior Finishes Supplier I Installer BK Interior Lighting Finishes Supplier Installer I BK / III FCC COMMERCIAL FURNITURE INC. Item Description Finish FCC Other FCC Others Codes Notes Item Description Finish FCC Other FCC Others Codes Notes 8452 HV VY (� T.800 322 7328 I F.541 673 7441 E W4AIW FCCFURN COM R6A Floor Tile Manufacturer: Eurowest X X Install: Stacked bond LIA Accent Supplier: Nautical Furnishings X X Contact: 954.771. 1100 DESIGNED AND BUILT IN USA Item: TCG1224027SQ CT-27G Eurowest Contact: 714.309.9551 Pendant Part #: SP30S-18-60D-927-03 (BK304) A Rep: Michael Hoglund PROPERTY OF FCC COMMERCIAL FURNITURE THIS 15 A FOR DESIGN PURPOSE TO EXPRESS DESIGN CONCEPTS TO THE ARCHITECT,CLIENT.CONTRACTOR r r AND INSTALLER FOR THE PROJECT SHAWN. THIS DESIGN Color: Simply Gray Honed (rectified) Rep: Jan Deter Lighting Finish: Cast Aluminum w/ Orange/� Accent or Al ANDTSTALLE FOR NSHALL Size: 12"x24" Additional ) La Edison, LED, 10W 2700K61-5" �F NOT BE ALTERED OR USED AS CONSTRUCTION available (center tables), p` Install m of.pendant - DOCUMENTS DO NOT REPRODUCE OR LEWITHOUT WRITTEN PERMISSION FROM FCC COMMERCIAL IAL Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKC Finish Schedule L1B Accent Supplier: Nautical Furnishings X X Contact: 954.771 . 1100 FURNITURE INC #335 Winter Gray 1116" Grout Note: Prolite® Premium Pendant Part #: BK305 B Rep: Michael Hoglund IMPORTANT Large Format Tile Mortar, Lighting Finish: Antique Bronze wl Cage WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE IN ALL CASES. Rapid Set (community Lamp: Edison LED 8W 2700K or 6W '�} �]j� Referto DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL R6B Cove Base Item: Schluter, Dilex-AHK100AT X X Install between floor tile and tables) Clear Antique Style LED, 2700K plans installationfor heights QUES IDNE'S REE PRE ENTATI ETELE VERIFY ANY X X Contact: 615. 843.3379 Q}� [� 800 322 7328 Profile Finish: Satin Nickel Anodized Alum base tile L1C White Item: 4" Dia White Recessed Downlight �+� Con act: 615. 84p3.33Hermitage 7w}� yg} { THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING Trim Size: 3/8" Contact. 800.472.4588 x112 Can Light Part #: Juno, SF36671-111JHTRM Cow Rep: Wyatt +ul Culver, 1e mitage Light. ENT UTILINYIONS EQUIPMENT FURNITURE OCATIONSANDCONDITIONS ATTHEnJOBSITE . Rep: Jay Wray (placed in Size: 4" Downlight at GWB Email• wy attc hlg.co THE GENERAL CONTRACTOR MUST NOTIFY FCC drywall( �+/� #�* White COMMERCIAL FURNITURE OF ALL DISCREPANCIES R6C Base Tile Item: Schluter, Quadec Q100AT, 3/8" X X TR-7G Install between top of base tile S.l�ll soffit Trim: WORK REQUIRED ADJUSTMENTS PRIOR TO STARTING Trim Finish: Satin Nickel Anodized Alum and wall tile Lamp: 15 Watt, WORK 3000K FCC COMMERCIAL FURNITURE HAS PREPARED THESE ]'"� �I Applicable DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE Size: 318"" L 1 D Black Not OF ACCURATARCHITECTUE AND AND COMPLETE DIMENSIONED L INFORMATION PROVIDED DUE O LACK Contact: },, Q �/ /'+ ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT Co n La reit: 800.472.4588 x 1 1 2 Can Light ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT L L ANDIOR FURNITURE PLACEMENT MAY BE REQUIRED AT with THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED Rep: Jay Wray (used►7w th ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. R7A Grey Wall Manufacturer: Eurowest X X Install: Horizontal stacked bond ceiling tile REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS FOR COMPLETE AND ACCURATE DIMENSIONS OF Tile Item: TCG1224027SQ CT-27G Eurowest Contact: 714.309.9551 only) BUILDING STRUCTURE X X �a Q/� Q THESE CONTRACT DOCUMENTS AND THE INFORMATION Color: Simply Gray Honed (rectified) Rep: Jan Deter LIE White Item: 4" D White Recessed Wallwasher Contact: 615.843.3379 THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL FURNITURE INC.ROSEBURG,OREGON,97470. Size: 12"x24" Additional supplier(s) available Wallwasher Part #: Juno, SP36671G2 D4w Rep: Wyatt Culver, Hermitage Light. ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE �( /+ iny /+ COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY Grout: CBP, Fusion Pro Single Comp., GR-15G per BKC Finish Schedule (placed Size: 4" Wallwasher at GWB Email: wyattc hlg.co WAY,INPARNSENTOT OR IN HOLE,WITHOUTIALFUR THE EXPRESS soffits Ty WRITTEN CONSENT OF ECC COMMERCIAL FURNITURE INC. #335 Winter Gray 1/16" Grout Note: Prolite® Premium soffits to Trim: # 39, White ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT (� j�/ IN PAYMENT DUE FOR SERVICES RENDERED BY FCC Large Format Tile Mortar, Rapid Set highlight walls) Lamp: 12.5 Watt, 3000K Q ^� (] COMMERCIAL FURNITURE INC R7B Red Wall Manufacturer: Eurowest X X Install: Vertical stacked bond LIF Black Item: 4" D Black Recessed Wallwasher X X Contact: 615. 843.3379 ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC (� �-�^y� COMMERCIAL FURNITURE INC,IN ADVANCE IN WRITING. Tile Series. Sensible Stone, ED5052 CT-30G Eurowest Contact: 714.309.9551 Wallwasher Part #: SP36671G2/39C BL RFD44875 D4b Rep. Wyatt Culver, Hermitage Light. FCC COMMERC1AL COMMERCIALFUNG UREINTION ADVANCE ITI NSNOR rte} ,n �* DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT Color: Sign Red Natural Rep: Jan Deter (used with Size: 4" Wallwasher at ACT Email: wyattc@hlg.co COMM RCIALFFURNITUUREREVIEWED AD DINCIN ADVANCEBYFCC Size: 12"x24"" Additional supplier(s) available ceiling tile Trim: Black THESE DOCUMENTS REFLECT SPECIFIC SEATING AND L`F DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW, Grout: CBP, Fusion Pro Single Comp., GR-15G per BKC Finish Schedule only) Lamp: 12.5 Watt, 3000K • #335 Winter Gray 1/16" Grout Note: Prolite® Premium LIG Track likit Applicable CLIENT: Large Format Tile Mortar, Rapid Set Lighting R7C Wood-look Manufacturer: Eurowest X X Install: Horizontal stacked bond (to accent Wall Tile Item: IRG 0624123 (rectified) 411111tEurowest Contact: 714.309.9551 wall shelves PE iP167- (light wood) Color: Larch US (French Wood) CT-28G Rep: Jan Deter in lounge) Aiimi 401r Size: 6"x24" Additional supplier's) available L 1 H Queuing No pplicable Grout: CBP, Fusion Pro Single Comp. , GR-15G per BKC Finish Schedule Area #335 Winter Gray 1116x" Grout Note: Prolite® Premium Lighting Burger King #2351 Large Format Tile Mortar, Rapid Set (open truss 11539 SW Pacific Hwy R8A Ceiling Finish: Paint, PPG X X PPG Contact: 616.335.3259 only) k -,-' ,, Tigard, OR 97223 Finish Primer: 6-4900>1 Speedhide Zero VOC P-5G Rep: Kevin Lastacy, klastacy a�ppg,com LII Accent Item: 2" Dia White Recesed Downlight X X Contact: 615.843.3379 Decor: Garden Grill Int Latex Satin Trellis Part #: Juno, SP34378B-9-F1-SN G Rep: Wyatt Culver, Hermitage Light. Building Type: BK-86 Paint: 6-4310X1Speedhide Zero VOC Additional supplier(s) available Lighting Size: 2"W x 4-118" H Email: wyattchlg.co CUSTOMER int. Latex Eggshell per BKC Finish Schedule Trim: Satin Nickel Ambrosia dil Color: White on White Lamp: 10 Watt, 3000K Cut Hole Size: 2-5/8" D SHEET TITLE: Accent Noi Applicable _ SPECIFICATIONS Trellis WORK ORDER NUMBER: Lighting (Adjustable) FINALS BY: L1K Sconce Not Applicable DRAWN BY: Light JOSHUA LONG (optional) SCALE: NTS � .:�..."$"� d _'s;.-�.... '�3 `� ..`.t` � �.f .._. ,. ,.._' ...+. ., ;.. ..�':. r!3� M�93� 9aV,e.�r,ibi.'arSn+,L_ _'KF:..{3sa•..-. Additional supplier(s) available per BK Light Fixture Schedule Available at desinw ik.Gortt ORIGINAL DATE: January 07, 2020 Specifications are for REFERENCE ONLY and are current from the date of the last revision. See architecturals for updated PLOT DATE: information. Contact FCC immediately with any modificationsto building finishes. March 16, 2020 PROJECT #: 04856-001 SHEET #: D8 . 5 PLEASE PROVIDE THE INFORMATION REQUESTED BELOW PLACE REQUIRED DIMENSIONS IN LETTERED BOXES. IN CASE THERE ARE ANY QUESTIONS ABOUT DIMENSIONS. PLEASE INDICATE OR NOTIFY FCC REGARDING CHANGES OR MODIFICATIONS TO THE BUILDING; SUCH AS: IN. CONTACT: DOOR LOCATIONS, VESTIBULE(S), FURRING & WINDOWS. FCC COMMERCIAL FURNITURE INC 8452 OLD HWY 99 N,ROSEBURG,OR 97470 USA A B T.800.322.7328 I F.541.673.7441 I WWW.FCCFURN.COM . � - � DESIGNED AND BUILT IN U.S.A. PHONE # ROPERTY OF FCC COMMERCIAL FURNITURE ��``��� J/ ��� TH S IS A FOR DESIGN PURPOSE TO EX PRESS DESIGN ���\� f. CONCEPTS TO THE ARCHITECT,CLIENT,CONTRACTOR AND INSTALLER FOR THE PROJECT SHOWN. THIS DESIGN 1, 1 AND THE CONCEPTS HEREIN SHALL NOT BE ALTERED OR USED A5 CONSTRUCTION - ``,` � ` ,r RITTEN PERMISSION FROM FDCC COMMERDCIALTHOUT DIMS ARE FROMOR: WFURNITURE INC STUD TO STUD !l IMPORTANT WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALE DRYWALL TO DRYWALL , 11 \ � ws3 r- ' ws4 1 IN ALL CASES. i DO NOT SCALE OFF PLANS. CONTACT FCC COMMERCIAL D E F FURNITURE'S REPRESENTATIVE TO VERIFY ANY r ., J _ / QUESTIONABLE DIMENSIONS AT TELEPHONE# CO �� — 800.322.7328 THE GENERAL CONTRACTOR MUST VERIFY ALL BUILDING , 01 ,_ 111.11 0DIMENSIONS,EQUIPMENT,FURNITURE PLACEMENT, ` J /7f UTILITY LOCATIONS,AND CONDITIONS AT THE JOB SITE. WS J THE GENERAL CONTRACTOR MUST NOTIFY FCC COMMERCIAL FURNITURE OF ALL DISCREPANCIES / AND/OR REQUIRED ADJUSTMENTS PRIOR TO STARTING / 1 WORK. ____c___ [j___ r.,........ I I 11 ` 11 I]I I 1 I I4 I I111 FCC COMMERCIAL FURNITURE HAS PREPARED THESE I[ ___ DOCUMENTS AS ACCURATELY AS POSSIBLE WITH THE ARCHITECTURAL INFORMATION PROVIDED.DUE TO LACK OF ACCURATE AND AND COMPLETE DIMENSIONED i WS6 WS7 WS8 ARCHITECTURAL PLANS,OWNER UNDERSTANDS THAT Q I ADJUSTMENTS TO THE FINAL LOCATIONS OF EQUIPMENT f. _ / 1 / / / AND/OR FURNITURE PLACEMENT MAY BE REQUIRED AT THE OWNER'S EXPENSE DUE TO DISCREPANCIES BASED • J \ ON ACTUAL JOB SITE DIMENSIONS AND CONDITIONS. i T a I ' REFER TO ARCHITECTURAL OR ENGINEER DRAWINGS R S FOR COMPLETE AND ACCURATE DIMENSIONS OF / - / L, BUILDING STRUCTURE. THESE CONTRACT DOCUMENTS AND THE INFORMATION THEY CONTAIN ARE THE PROPERTY OF FCC COMMERCIAL y'r_` FURNITURE INC.,ROSEBURG,OREGON,97470. ��� 0) ALL PREPARED CONTRACT DOCUMENTS MAY NOT BE ' COPIED,REPRODUCED,USED OR IMPLEMENTED IN ANY WAY,IN PART OR IN WHOLE,WITHOUT THE EXPRESS ,. J WRITTEN CONSENT OF FCC COMMERCIAL FURNITURE INC. r111111,urimm...uiL ANY UNAUTHORIZED USE OF THESE PLANS WILL RESULT IN PAYMENT DUE FOR SERVICES RENDERED BY FCC !— COMMERCIAL FURNITURE INC. `� ANY DEVIATIONS FROM THESE DRAWINGS FOR ANY J REASON SHALL NOT BE DONE WITHOUT CONSENT OF FCC ill \N` COMMERCIAL FURNITURE INC,IN ADVANCE,IN WRITING. ........."-ri 1 T. FCC COMMERCIAL FURNITURE IS NOT RESPONSIBLE FOR DEVIATIONS,CHANGES,ADDITIONS,OR DELETIONS NOT REVIEWED AND APPROVED IN ADVANCE BY FCC —— COMMERCIAL FURNITURE INC. f ji , I THESE DOCUMENTS REFLECT SPECIFIC SEATING AND / �� I DECOR EQUIPMENT ORDERED OF DATE SHOWN BELOW. .._..._ -- U i V i - L---�"" - CLIENT: 194 t. _1 r Bim' N� 7 III I Et0 0 Z 2 , o Burger King #2351 o1 11539 SW Pacific Hwy Tigard, OR 97223 CD o ' - — _• Decor: Garden Grill J Building Type: BK-86 CO ` •--"- CUSTOMER o Ambrosia CL 0� SHEET TITLE: 3 1 VERIFICATION PLAN / - -- WORK ORDER NUMBER: SILL WIDTH iLi"' r II ,,_, .....___ to — -- I - FINALS BY: J DRAWN BY: r JOSHUA LONG co WS13 r WS12 LL_ SCALE: N O I NTS H - 7 1 I II II I I I ' ' I� ORIGINAL DATE: January 07, 2020 JW' PLOT DATE: L. March 16, 2020 PROJECT #: WINDOW SILL & CEILING HEIGHT 04856.001 INDICATE HEIGHT ABOVE FINISHED FLOOR. I H • INDICATE DEPTH OF SILL ON INTERIOR SIDE. - . - - SHEET #: D9 . 9