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General Notes . Information Vicinity Map ► 1. Field verify all dimensions. Dimensions given are to/from face of NTS Project: Interior Tenant Improvement in a currently-cccupied Dominos Pizza Project Location finish unless otherwise noted(Framing Plan dimensions are to Face Of Stud). Restaurant located in Tigard,Oregon. (Existing Domino's Pizza) t ugas 2. Area and dimensions: It shall be the responsibility of the respective Scope: Perform minor selective demolition,construct new non-bearing partition .-_.,_. - -..- • walls, add restroom fixtures, install new casework,relocate existing and contractors to verify all area takeoffs and dimensions by taking their install new kitchen equipment,add electrical as shown,install new finishes Andrew Dugas own field measurements before starting work or ordering materials. all per applicable model building codes. --- . 100 East 1011.Steel-Stale 300 ...,. Vancouver,WA 96663 y 360.516.8213 3. Construction Requirements: Occupancy: Existing A2 Occupanc y-1,175 Sf /Pro p osed A2 Occupancy 3,405 Sf (P + Load: 113 Occupants(See Occupancy Load Information Below) • ` A. Provide required fire protection when welding. P il V E D Note: See Building Occupancy Plan On A0.0 For Additional Occupancy Info. B. Fumes and dust shall be controlled so as to prevent any harmful Sprinklers: Existing bldg.is sprinklered and the T.I.will remain so. . or undesirable effects to other occupants or adjacent tenant areas. MAR 2 4 2015 Fire Alarm: No a C. The contractors shall on a regular basis throughout the construction »"' ' ' and upon completion remove all rubbish,surplus materials,tools, Const.Type: Existing 1-Story bldg.-Type III-B Construction CITY OF TIGARD and scaffolding in order to maintain a clean,safe and orderly BUILDING DIVISION working environment. Occupant Load Information �' Code Information D. All work to conform to applicable building codes and ordinances. fi-'-o Consultant: All work shall conform to:A)The minimum standards of the latest edition of the 4. The Contractor shall verify the location of all existing utilities and International Building Code,and all related documents published by the I.C.C.which protect them as required. The contractor shall repair any utilities ti have been adopted by the local governing agency; B)All regulations and ordinances of all local governing agencies;C)Any special conditions required by the local governing damaged during construction at no cost to the owner. agencies;D)All 2014 Oregon Structural Specialty Code Amendments. 5. All existing surfaces disturbed during construction shall be repaired M444,711.4.•palil .-..,. : Schedule Of Responsibilities TASK DESCRIPTION SUPPLY INSTALL REMARKS m m ugas U G LL p Q C 4 C Andrew Dugas p° `D v ° `n (v 100 East 19th Street-Suite 300 o ° o S - Vancouver,WA 96663 —° y = E. 360.518 8243 o m x 3 0 5 DugasDesign @Hetmail com w 0 O - C7 w 0 0 - C7 DIVISION 2 Consultant: Demo!Prep For New Const. C C DIVISION 3 SawcuU Pourback&Patch Slab C C DIVISION 6 Backing C C DIVISION 8 Storefront C C Consultant: Doors&Frames C C Door Hardware C C DIVISION 9 Studs/Drywall C C Wall Finishes C C Porcelain Tile C C Porcelain Tile Base C C Project For: Suspended Ceiling Grid/Tile C C Domino's Gyp.Bd.Ceilings C C Pizza#7219 DIVISION 10 C C Corner Guards C C DIVISION 11 Pizza Theater Shelving/Racks F F T.I. Plan Telephone Equipment F F 15989 SW 72nd Avenue DIVISION 12 Tigard,OR 97224 Casework F C Date: 03.24.2015 Furnishings F DS F DS Furniture Package By DS Purpose: Permit/Construction DIVISION 15 Revisions: HVAC Equipment C C Thermostat C C HVAC Ductwork C C HVAC Grilles C C Software: DIVISION 16 Job Number: Dom-Tigard File Name: Dom-Tg-7219-per-01 Telcomm Service F F Drawn: Andrew Dugas Low Voltage Wring C C Checked: AD/TH Lighting Package C C Xrefs: Casework Conduits C C Casework Receptacles C C Conduits For Low Voltage C C Sheet Name: Schedule Of Responsibilities Sheet Number: SOR Plot Size: 11x17 or 22x34 A C/ • S� ugas gyp. .9 Andrew Dug as Le 100 th St Sa 300 • -/'. VancouEast 19ver,WtreeA-9866uit3 e 360.51118243 Duga sDesign@ Hotme il.corn O Consultant: 9p. �* Consultant: 3 'Zi Q . i " � ri y = " y L J L J L J i 40. 1 rte - `,z,,, ® ., `, I Project For Site Plan North .A_ / � [ .. 1111 � 1�a Exn ��\ Domino's 1"=100'-0" ') L� ' ' 13J n E°� 't Pizza#7219 Keynotes: d 1 _ w fC--i r—D7 II• O Existing Dominos Tenant Space `7 � r w �i I a ,m I p I I II ProposeExpansion Space u l ) iL Pizza Theater O3 Existing ADA Van-Accessible Parking Within 150'Of Entrance To Existing Te ant Space ! ' " . II pEc :l_ U t II ---- L_I_ J T.I. Plan 3 "CONTROL AREA 1" o — 15989 Tiard,OR 97 Avenue J f f l t t 1_f 10 8 rE°grup.Width g < 1 EXISTING 1-HREPARATION WALL ,„•.. �^" �Oaipint° 2 t'' \ ---- I l [ I I l [ l f l f i "'° /- O Date: 03.24.2015 ���� ' �#:,\ � O v Purpose: Permit/Construction \ �I1i 1 ' � 2 �� 1 Revisions: yy 51.2,3a, � ��* �rCONTROL AREA 2" ���� /■ T `� r [ I 2402 SF 4y+ :.�---. ,.--.,-- •411 —= Area Of Work — — — — ,l . . J r ' ; • / �1�r�'�."�:.y♦�� 'i. Il� � � � '� ill ' 3\�� \•� �. I � � M '1VI/ \ „,,- ,:o t>�'. I (® IHIIHIIIii__ s �:I r '��Atr- 491/..a� .r \ lw..,. II i 1 I , *.I 1 ... [ / 1 D xit [e pE”) wroth F 20 Occupants 0 H J N I. M N P q S T Building Occupancy Plan North Sheet Name: g p y Life Safety Floor Plan North Site Plan / Life • Building Information: 1�sa"=1'-0" Keynotes: 1/S"=1'-0" Safety Plan Construction Type: III-B Actual Building Area Totals: Mixed Occupancy Non-Separated Uses(IBC 508.3.2) O Wall-Mounted "2A10BC"Fire Extinguisher(Note: Fire Extinguishers To Be Located In Sheet Number. This Building Houses Several Separate Tenants,Including A2 Occupancy = 8,560 Sf Conspicuous Locations As To Be Readily Accessible And Immediately Available For Use) g p g Y Allowable Area(A2/A3 Most Restrictive) 2 Dashed Line Indicates 3'-0"Clear Path Of Egress Travel . This Tenant. The Existing Building Is A Single-Story A3 Occupancy = 3,683 Sf O 9 Structure Of 26,500 Sf And Is Fully Sprinklered. There B Occupancy = 6,310 Sf A2/A3 9,500+28,500(300%Sprinkler Increase)+7,125 Is Frontage On All Four Sides Of Al Least 65 Feet. M Occupancy = 4,770 Sf (75%Increase For Frontage)=45,125 SF O Egress Travel Distance Of 81-0"Does Not Exceed Max.Allowable Exit Access Travel S1 Occupancy = 2,402 Sf Distance Of 250'-0"Per OSSC Table 1016.2 For Sprinklered Buildings. O ■O 25,725<45,125 SF: Non-Separated Occupancy Allowed 4 Common Path Of Egress Travel Distance Of 18'-0"Does Not Exceed Max.Allowable Total: 25,725 Sf 9 Distance Of 75'-0"Per OSSC Table 1014.3 For Sprinklered Buildings. Plot Size: 11x17 or 22x34 Legend Of Symbols lir / aLMO,nma Emrar'Orevn lgnti g F re 69'-2" -ter' volume Ca co(Fo.Speakers mne•a,n / T . F-6" 51W�' 1.-2a uos pal..os=oaw.e., D tItr.,7,,° ,,,Z s,w."n U aS sans D g 1 a xv ow.,anal D Sneaker 0 �a - r —T1r .I r , \ GFI 11(N DugeY OWat WI Ground FaN _`/_ Su�ap.Abi.mea ■ M•rupl LpN FM 0 P- -•-- - - -y 0 r , "°°.a°`'" Andrew Dugas • �* O • 12 ; Imv ouaaada.Cana: '�' lqa Fain Mols 15 fj 12 12 ,2 12 ` ` J 7o2 OR bit 100 East 19th Street-Suite 300 E31 1 1 J. DO Ms(Number Shown Naomi Vancouver,WA 98663 0 yC,•,P 1 12 1 D•Plaia Pons on Facegale) Fe•xs W/ 360.518.8243 tra 5i4, welk-in Cooler O �' 0 O Crocked ke Lora DugesDesign @Hotmail.com ' ', __ Pape Pete(Number ola.1 • FRO Spnn6 r d� .`,F --�---r-- �r Y .rD Diirb Pons On Faadatai \ f—T �� %� 12 I 1 T T � Consultant: I I. ,�.5'O``F_. ,O. I ,3 Emt g Door(See Door Soh.* O © 1 C p 0 RR Exhaust Fen '1— >< \/) 12 I- a 0 L_� I 1 , 13 / II w.Door(Ste Door serar) :gt S._ © — .;-T _4- 1� lul r ,. _ 1 , �( INAD>kOWNr-, e^^^•r^^; ,2 12 ,2 12 ,2 ,2 r —111 • 1- l- °° �'� 11,..2.:••::::1:::••:::.- O Wall Type Legend 1 xll' Consultant: e-PN ,-9.* Existing Partition Wal E-PN 6'.0*± 3.-0" Existing Partition Wal To Be Removed — New Partition Wal-See Detail A/A1.0 O..1�1 — New 42"Low Wal W/Sneeze Guard-See Detail B/A,.O "R 0 Demolition General Notes 1. This Project Is To Be Completed With Minimal Disruption To Project For: Daily Restaurant Operations. 2. Contractor To Coordinate Staging Of All Demolition Work W/ Domino's 0 0 _27 Owner Before Work Begins. Pizza#7219 3. Demolition Work To Occur After-Hours When Restaurant --,_ r/.\\ Is Closed. Contractor To Coordinate Protection And Cleaning Of All Food Preparation Equipment And Surfaces With Owner Before Work Begins. Pizza Theater 4. Contractor To Coordinate Re-Connection Of Any Relocated Equipment W/Owner To Facilitate Continued Operation Of T.I. Plan Restaurant During Construction. • 15989 SW 72nd Avenue Tigard,OR 97224 S.— O. O O O 1 Date: 03.24.2015 1 0,1". O. Purpose: Permit/Construction • ;; O1 Revisions: 0 e O O Software: .„�.o.",.a....,. 6-0" // 31'-9" / 3T5" Job Number: Dom-Tigard 71 File Name: torn-Tig-7219-per-01 Drawn: Andrew Dugas Existing/Demolition Floor Plan North Checked: AD/TH Keynotes: 1/8"=1'-0" Xrefs: 0 Remove Existing Wall Or Portion Of Wall Shown Dashed 13 Owner To Remove Existing Equipment/Fumishings 0 Existing Storefront Door(s)To Be Relocated(See Proposed Floor Plan) 14 Plumber To Remove Existing Surface-Mounted Grease Trap,Install New 0 Existing Door To Be Removed In-Floor Unit With Sufficient Capacity To Handle Connected Load c Existing Storefront Glazing To Be Relocated(See Proposed Floor Plan) 15 Sawcut Floor,Connect Existing Mop Sink To New In-Floor Grease Trap,Pour-Back Concrete W/Dowels @ 24"O.C.Max. Sheet Name: ORemove All Existing Flooring This Area(Quarry Tile&VCT),Prep For New Flooring 16 Prep Concrete Slab For Installation Of New Floor Finishes-See Finish Plan Existing/Demo. O Remove Existing FRP At This Wall,Prep For New Ceramic Tile Finish • Oi Cap Existing Plumbing In Floor,Patch Concrete As Required Floor Plan Cap Existing Plumbing In Wall,Patch Drywall As Required Sheet Number: ORemove Existing Plumbing Fixture,Cap Plumbing Per Code • 10 Remove Existing Water Closet,Sawcut Floor&Reuse Waste Line(See Proposed Floor Plan). t D .O , Cut Opening In Wall For New 3/0 x 7/0 Cased Opening 1z Relocate Existing Equipment-See Proposed Equipmenf/Fumiture Plan Plot Size: 11x17 or 22x34 Legend Of Symbols > iS horn*Lneled Ean Sop H1- Vohinr Coned For6pWp !A ifs 1+V&At INDeero,06.Ow4.q' e,,r, ,o+rSn; 74::" s.aurl 12W Duplex am 0 Sams ugas 12W Duplex Oullet VP G,00d Foul -O_ ece 01"•d of F re r ��__ T;;; I 0 OF! h Andrew Dugas 1, 1 1 , , ' 1 + r , eefesseE Can • :' :' ^ ; ; ' ;I 1 + 120V OI•drelex Outlet . J P .0 r♦, 11 O i, ; 1.18_\ --{'�__ ,1"' 11TT 1W East 19th Sbeet-Suihe 300 O.O. 11 O J� • , •O4 ® 1 ___-]]LL ± 1- 11 ;II ► OY QnM INUMerSM�m !W Vent:4= ;WA 98663 J O �i 6 / \ •-%�, O ''I q j;ly JI--' 1 Dspcb pan O"Fevvlelel o "...,la Lens DgasDesgneHotmeil.mm ,il X • •O 6 •® L.. O O• l i , O x O' r •• J,.l�' / \ 1 D •Delxee vale • Fin Spender - II al' 1 E O_;'� r Lit Consultant: 1 1 t i�� ; I; ® ■ ' ; O ;;; 01 ; OT TIIIn,•ele! Exisen9 Doe(See Door Schedule; '~ L JL 4J11 (N\ ".1. J-1.1— \ HMG IIpmM ® O •O O 1 Nor Door(See Door Sdwdl) — ' s- f-'-��--„1 T • IMG N O O' . O' .O • O ' •O ' 1 O _- "..,G N Ti Wall Type Legend I I ( i ; I ; ; Consultant: 1 I , Existing Partition Wall 1 1 1 1 rl , , I , l G. G.O , O I © 1 , •O , i O• ; © O• Existing Partition Wall To Be Removed New Partition Wall-See Detail AIA1.0 , ; 1 l 1 I , I • ,___i_ _7 r r L. - New 42 Low Wall W/Sneeze Guard-See Detail BIA1.0 1 - L J L J L J L J '” Demolition General Notes • O 0 ® ; 1. This Project Is To Be Completed With Minimal Disruption To Project For: O O O 0 1 0 Daily Restaurant Operations. •. L j y/ L ; L L J 2. Contractor To Coordinate Staging Of All Demolition Work W/ Domino's Owner Before Work Begins. Pizza#7219 — 7 3. Demolition Work To Occur After-Hours When Restaurant • O• O• •O O• O• I I Is Closed. Contractor To Coordinate Protection And Cleaning OO , 1 Of All Food Preparation Equipment And Surfaces With Owner 1 ' , Before Work Begins. Pizza Theater 0 i 0 i 4. Contractor To Coordinate Re-Connection Of Any Relocated L J L J J, L J L J Equipment WI Owner To Facilitate Continued Operation Of T.I. Plan Restaurant During Construction. • 15989 SW 72nd Avenue • L 0 Oj Tigard,OR 97224 0 j - — Date: 03.24.2015 r ; Purpose: Permit/Construction L O ; •O 0• 0 0- �,� 4 J Revisions: I I Q db� a • O. JIIIII r___. I Software: A .•p.. Job Number: Dom-Tigard File Name: Dom-Tig-7219-per-01 Drawn: Andrew Dugas Existing/Demolition Reflected Ceiling Plan North Checked: ADTTH Keynotes: 1/8"=1-0" xrefs: 0 Remove Existing Light Fixture-Confirm W/Owner If Fixture To Be Seved For Re-Use. Re-Use Circuits For New Lights-See Proposed Reflected Ceiling Plan. O Remove Existing 2x4 Suspended Ceiling Grid And Tiles At Area Shown Dashed Remove Existing Suspended Gypsum Board Ceiling Soffit Sheet Name: 0 Existing Fire Sprinkler Locations Shown For Reference-Fire Sprinkler Contractor To Adjust Or Add Heads As Needed Per Code O Relocate Existing 2x4 Fluorescent Light Fixture As Shown-Extend Wiring If Needed Existing/Demo 0 Existing Light Fixture To Remain Ref. CIg. Plan 0 Existing HVAC Register To Remain Sheet Number: Oe Relocate Existing HVAC Register To Same Location In New 2x2 Ceiling Grid D2 .O Plot Size: 11x17 or 22x34 ti Legend Of Symbols CITY OF TIGARD gppro✓e by Manning velum CoMktFaSpulert ' '"" °� a4lar((Know. q 0 Wa4Abease Ear Egrem Npnerq NKr �� H>- a.rwar•r.mewso+4r w,•o..a.i (-717-77; (r t _ ' 3 . 12aua....1 O 5 ugaS (/\�J� .... o y\ O D O x%T 12W Ouplex Outlet W/Gwd Few -O- Sa.ce4ewmec / I__UU GFi 10 l 25 24 25 24 GFI r1.rNM.n.cm^ ,F g0 Exnnnp ® O I n itiais: �• ,�g,,a,,,,,,d„c,,,K � ' „ 0„°i Andrew Dugas . WN ' Henri$,nk W/ L J I /dDa Unisex) s.�° WI p Drain za Ofyya 100 East 19th Street-Suite 300 J:ADA Existing wale carte ► ore CUM store«dawn Mermen,Liplx Vancouver,WA 96663 1l 7. \` F 1 Opi P PPM On Faceplate) F� 1 Dugas 360.516e243 il.mm LGRJ r O O AD Phalle Qtlet)Number Slaws • Flra SprMS.ier ,,,///��_�..,,. 1 1 Dapw Pa.On FaeW.l _ ^�� \\ I I \ Consultant: wro ��� ^�}��• \ I C wirw► HOm I r� OO OTA°t' E..g Door(See Door saheawel }}✓ �C \\���/// I I S les '�' Poel:,er.r.Fen �. 1 \ L L_J L:_J a . n w 2 KvAC Irwin Ax SC:1_1- __ -1 \, r! 011 6 ® \ New tier(see Door Schenk) r 1 11 1, Mgr I Nwr II OO �' ® \ / 0 I I I Plan Oven N--H \ X "vAeswoNN O ®0® 23 111/Hood►I I I r4 / \ 1 FPr I Hood 26 1 L_JJ 4 Al' I 1 OI1 2"0 C® 4 IW 9` I Ir rl \ @ , L J 11 o Wall Type Legend -0, _- O O O7 Food Prep w \ O L _J g g r.. Consultant: 'E>,7-I 5 23 / 9'-0' / 9'-0" a'' y, Existing Partition Wall 30 30 OFI ID 10/ O 30 O Q Existing Partition Wall To Be Removed • 1 6 9 100 t�" ^ I New Partition Wall-See Detail AJA1.0 n. O n. 23 .I. O 2 00 0) i O -� I J J \ --- = New 42'Low Wall Wl Sneeze Guard-See Detail BIA1.0 5 m Oaumw +O O 0 - A ® 30 0 12 w Lobby Dry Storage 20 O Door Schedule 0 165' /II-6'/ c? / - 10-C - -- 18'-T / 10'5' / 7" New Cr 18'-0' / 3'-0' / 7.6' / 53• I �' Existing W H TH Frame Group DesaiptiaJNotes Project For: W0- 1 Existing(Pelt) 3/0 7/0 13/4 Alum SF 2 Glazed SF Door Dominos Q 2 Existing 3/0 7/0 1 3/4 Alum SF 2 Glazed SF Door .®e 3 Existing 3/0 6/8 1 3/4 Wood 4 Install New Occupancy-Indicator Deadbolt Pizza#7219 O - 4 Existing 3/0 NO 1 3/4 Hollow Mti 5 9 _ 5 Existing 2/4 7/0 1 3/4 Hollow Mtl 6 Instal New Locking Panic Hardware 6 New 3/0 7/0 1 3/4 Timely 1 SoBd-Core,PT.01 Paint Fin,Panic Harwere 0 § 28 7 New 3/0 7/0 13/4 Timely 4 Sad-Cons,PT-01 Paint Finish Dining B New 3/0 7/0 134 Timely 4 Solid-Core,PT.01 Paint Finish Pizza Theater ,2 1 9 Existing 4N 7/0 1 3/4 Hobw MD 7 Metal Door.Install New Panic Exit HW T.I. Plan xO ii 0 30 15989 SW 72nd Avenue N\ rrr,1TI'1 31 __ Tigard,OR 97224 N. \ O 13 11-'i1�I,I,® l___ O 22 n� 32 O I. Door Notes: Panic Fire-Exit Hardware On Doors 5 and 1L Comply Wah TM Following \ ���yta -L7 I I — Y3 457 22 \ -1 0 ' r 23 01 • 1 14 •)The A POreon 0 The Releasing Device Snag Extend Al Lint On.Half The Door Date: 03.24.2015 / Men' `!f' I 'd' �. [J O b)Thee Mari rwm un.eeng Face Shel Nis Exceed l5 LDe(87N). Purpose: Permit/Construction Women's Cl Doors 5,6 6 11 Shell Not Be Provided Wilk A Latch Or Lock Except W/Panic Or Fire Exit Hardware. Revisions: Rest bum l 1� en' I i Restioom \�/� r e \' _©a ® I 1 c8- INS 22 ® kill e 1 i/16- i_ � U o u —1) II, \ Hardware Groups:Redman stet Doors r Pan The Hinge.Pairs rap a Baran Edge Of Doors. -- 4ninJ k.i nJ 1.Stanley 7 t/7 Hinges.leer Hand.Privacy Lock Set Wr Pan a Exit Hardware.264 Finish. 2.ExIstin9 BuIMlrlp Sbndld Staefronl Eels Door/Hardware Package 3.Stanley 1 1f2'Hingss,Schleps Lever Handle Privacy Lock Set-260 Finish, 111'-0' 4-0 10-0' 6'-143 i 4 Yale 350011E HinCb, ins Lever Handle Privacy Lock Set-284 Finish, 689// // 5.Stanley 1 112'Hinges,Sthlege Lever Handle Keyed Lock 5e1-264 Finish. 6.Busting Loading Door/Hardware Package.Install New Panic Exit Hardware Hardware Notes: Software: - ,� I.Na Thumb Latches Or Keyed Cyknder Dead Boils Allowed On Any Owl Dons unless Job Number: Dom-Tigard . Operated By A Single Edge Or With A Lever. g 2 Prohibited Operated Edge Or Surface Mounted Flush Bogs And Surface Bolts Are File Name: Dom-Tig-7219-per-01 Proposed Floor Plan North 3.Maximum Of 1/T Offset At All Thresholds And At Any Change Of Floonng Material. Drawn Andrew Dugas Offsets Greater Than 1/4-Require A Maximum Of 45'Bevel Keynotes: 1/g"_1-0" Checked: AD/TH O New 10'-6"Tall Partition Wall W/3 5/8"25 Ga Studs @ 24"O.C.,5/8"Gyp.Bd.Both 11 New FRP Finish This Wall-See Finish Plan 23 New Ceramic Tile Finish This Wall-See Finish Plan 32 Use 8"Steel Studs This Wall To Accommodate Soda Fountain Xrefs: Sides,Full-Height Mineral Wool Sound Batt Insulation, See Detail A/A1.0 Tubing Bundle Chase(See Detail E/A1.1) O2 New 42"Tall Low-Wall W/30"Tall x 3/8"Thick Tempered Glass Sneeze-Guard. 12 New Tall Counter-See Detail D/A1.1 2a New Data Receptacle-Confirm Height W/Owner 33 See Detail E/A1.2 For Soda Fountain Tubing Bundle Ceilling See Detail A/A1.1 13 New Floor Sinks At Soda Fountain&BIB Rack-Plumber To Connect To Existing Waste Line 25 New 120v Duplex Receptacle W/Dedicated Penetration ONew 54"Tall Low-Wall W/18"Tall x 3/8"Thick Tempered Glass Sneeze-Guard. Independent Ground-Confirm Height W/Owner See Detail A A1.1 14 Soda Fountain With Icemaker Above. Soda Vendor To Provide Tubing Bundle From BIB Rack To Soda Fountain. Tubing Bundle To Run Inside Wall W/8"Steel Studs(See Detail E/A1.1). 26 New Pizza Oven W/Type-II Hood-Provide Gas And Power Sheet Name: O New Child Step W/Handrail-See Detail C/All.1 Hookups Per Manuf.Specifications-See Equipment Plan A5.0 15 New Hand Sink W/Drain Pump To Mop Sink O New 10'-6"Tall Partition Wall W/3 5/8"25 Ga Studs @ 24"O.C.,5/8"Gyp.Bd.Both O 27 Install(2)Ceiling-Mounted Digital Menu Board Mounting Proposed Sides,Full-Height Mineral Wool Sound Batt Insulation. See Detail B/A1.0 16 New ADA Water Closet-Provide Horizontal And Vertical Grab Bars Per ADA1.0. Brackets Per Manufacturers Instructions(See Proposed Reflected Ceiling Plan) Floor Plan • O New"Owner Supplied"Casework-See Equipment Plan For Details 17 New ADA Lavatory-Provide Mirror,Soap And Paper Towel Dispensers,All Per ADA1.0. 28 New Recessed-Mount Data Receptacle @ Pizza Tracker Sheet Number: 0 Line Of New Soffit Above-See Proposed Reflected Ceiling Plan 18 New ADA Urinal-Install Per ADA 1.0 Flat Panel Display-Coordinate Height W/Owner O New Recessed-Mount Dedicated 120v Duplex Receptacle @ Pizza Tracker Flat Panel 19 New Clg.Ht.Partition Wall W/5/8"25 Ga Studs @ 16"OC W/5/8"Greenboard Ea Side.See Del E/A1.1. 29 Plumber To Supply New In-Floor Grease Removal Device W/ Display-Coordinate Height W/Owner Sufficient Capacity To Server 3-Comp Sink,Mop Sink& 20 Relocate Existing Storefront Doors To This Location. Modify Storefront System As Needed. Two Hand Sinks(Connect 3-Comp And Mop Sink To Unit). O Connect Power&Data At New POS Cabinet To Existing Circuits From Removed POS Cab. • 0 30 New 120v Duplex Receptacle At 18"A.F.F.(Child Safe©Dining) 0 21 Relocate Existing Storefront Glazing To This Location. Modify Storefront System As Needed. Al 10 Plumber To Supply&Install New Liberty Pumps#405 Hand Sink Drain Pump System,50 31 Plumber To Install New Rheem RTE 18 Electric Tankless Water GPM W/5.5 G Tank.Provide New 120v GFI Outlet,Run Drain Overhead To Mop Sink,1"Air Gap. 22 Provide Ceiling-Height Mineral Wool Insulation This Wall Heater Or Equal To Serve Restroom Sinks Plot Size: 11 x17 or 22x34 ugas j°BBY KITCHEN LOBBY KITCHEN ill 30"HEIGHT x/"THICK Andrew Dugas TEMPERED SNEEZE-GUARD 16"HEIGHT x 3/g"THICK ��Vancouver,WA 98663 30 Zcs 0 TEMPERED SNEEZE-GUARD 360.518.8243 18"BRUSHED ALUMINUM BOLLARD DugasCes gnQ io maii o n �'-6" (PROVIDED BY E&S) • N f t_ Consultant: L 6"WIDE x Y2"THICK CORIAN TRIM CAP SS-01 18"BRUSHED ALUMINUM BOLLARD (PROVIDED BY E&S) 1"THICK WATERFALL SS-01 • ∎ � 6"WIDE x Y2"THICK CORIAN (PROVIDED BY G.C.) 1,1 1"SS-01 I TRIM CAP SS-01 PL-05 CORIAN LEDGE WT-02 FRP WALL PANEL ON%"GYP.BOARD (O WT-02 FRP WALL P[GA.L ON%"GYP. ON YZ'x 2 Yz",20 GA.METAL STUDS AT 16"O.C. Consultant: iM O BOARD ON Y2"x 3Y2 METAL (SEE FINISH SCHEDULE) PL-05 FINISH ON STUDS AT 16"O.C. N CUSTOMER SIDE ill OF VIEWING WALL PL-05 FINISH ON CUSTOMER SIDE OF VIEWING WALL 6"COVE BASE J"_ `1 I i \ \ ■ 6"COVE BASE ' 6"COVE BASE \ -I r 6"COVE BASE FINISHED FLOOR FINISHED FLOOR 3"DIA.POWDERCOATED STEEL POST FINISHED W/PT-06 9" — - -IL COUNTER,STEEL POST AND PLATES TO Project For BE SECURED TO FLOOR W/4 LAG BOLTS Domino's PER LEG Pizza#7219 Low D etail "A" Low Wall Detail "B" N.T.S. N.T.S. Pizza Theater T.I. Plan 2'-0" 15989 SW 72nd Avenue Tigard,OR 97224 die PL-04 BACKSPLASH NOTE COUNTER TO BE P-Ufd 8"STEEL STUD WALL Date: 03.24.2015 Purpose: Permit/Construction (PL-04) 1-42" \ ON r SUBSTRATE, TYP. ON r SUBSTRATE. TV. P-LA1A ON ALL PVC CHASE FROM ABOVE Revisions: / :All 1///41///////,',',',' VISIBLE SURFACES INCLUDING BACK OF COUNTER FACING NINDOWS CEILING WITH 450 STUBOUT `► DRINK COUNTER r STEEL POST AND PLATES TO — tE PA. BRUSHED BE SECURED TO COUNTER W/ � A' • s.s. HANDRAIL SECORED :::: BOLTS PER LEG. CUT FLUSH WITH WALL AND software:TO FLOOR AN0 PARnAt FILL GAPS WITH FOAM. Job Number: Dom-Tigard HoaHT °' WALL STEEL PLATES WELDED TO File Name: Do T9-7zi�v"•o1 1-1N - EACH END OF STEEL POST RUBBER TKE NOTE ALL E7�OSED AREA Drawn: Andrew Dugas N CV STAIR NOSING (NIT-01) STTAIR TO BE CLAD IN CO Checked: AD/TH (FC 7j v-// (V CO- co 2" DIA. OPENING FINISHED W/ PL-04 xrefs: N STAx2 CONS TRVCTN]N To BE EVERY 48� O.C. ` p , / 2X WOOD E S RISERS \ N /J FINISHED W/ -Ot1 STEEL POST 4'BRUSHED s.s BASE 9" , 91 ' ° Sheet Name: COUNTER, STEEL POST AND PLATES TO +I BE SECURED TO FLOOR W/ 4 LAG BOLTS MISC. I-6" joi \ PER LEG FIN.FLOOR Details Sheet Number: Child Step Detail "C" Tall Dining Counter Detail "D" •Syrup Bundle Chase Detail "E" N.T.S. N T.S N.T.S. Al • 1 Plot Size: 11x17 or 22x34 - - Legend Of Symbols > V *Pom es Ern 99, ry p 2'43' -69— a, vokeCoons For Spankers Lv WaiAEumM E>er'v r--9ren Lgnung FvNre t+OP Switch(D=Oormer OS=Occupan Y IiI Fema saran sso.:�;Or4 a.�>m, Sensor) ugas 130V NPR.0" Seems, -__I I _ 120V Duplex COX WI Ground Fault -O_ L FOFrOn:''''' :61 I Or l I M•np[RakcOOn L J 2Q O6?4 m IIC r ■� 1NJ Duedrader Cutlet r , ,Reseed Can Andrew Dugas II- I■ • 100 East 191h saw-Suite 300 • • • • L+J 1� Depots Ports Or.Facade.) Foam W/Florescent Lpni Vancouver,360.57.62433 1110111 Owed rx Lem DugasDesign©Fbtrnailcorn - I D Pem•OWN n4;naSnow �II111,0 70 2-0' 0 11■■■- c DepasRods O Faceplate)e F.Spn4er• �--_-` 115.1) © ��li Q Thermostat E"s�sDoor(See opase•evbi Consultant: l !�! RR Firtl Fen ■". ' in 3 I WAG RrmM New Door)See top Scr=..,Ell � �1E11 i III ■11111 I 'Iii.' ■■■■■■ -�` +� Wall Type Legend ta r , r , r , off', Consultant: C'¢'■�' ■� ® • Existing Partition Wall © 3 3 L J 'lir_" O ■■■■ qr�^9,l O +r��/•�/, ,rte, O r•, r', O rw, r , Existing Partition Wall To Be Removed 14 5 O L;J O L4J O L;J 1 Oia O�J O L� ® L J \ New Partition Wau-See Detail PJA1.0 1E11111 Erk-;■■■■■■ New 42'Low Watl WI Sneeze Guard-See Detail BIA1.0 reniF1111111P1111 430 NE iliMM®■I■riMilr lirs1o®■ Il ® urnIIflI!Lm = .... .u..ur !If P-ciect For Ifs)} E. L J II El L J ■E L J ■r L J Er*, L J ■r L J Eno J i� L , ■ Domino's Pizza#7219 O 1 1 _ � , ' • O O C O O O O O 1 4 I . x O © O X :I: . O.. P I z al. Plan t e r Date1:5989 SW 72nd Avenue Tigard,OR 97224 03.24.2015 Purpose: Permit/Construction n Q, • 1O I 0�► O® I 0 J 0 L • 0 J 0 J �VV 'rJ, zit,. rlte�,� • Revisions:L.;• L.� O r ` O 7 O i• A .-aaO 11 7 OI Software: ap.rc,.•.2014 Proposed Reflected Ceiling Plan Job Number: Dom-Tigard File Name:: Dom-Tig-7219-per-01 North Drawn: Andrew Dugas Keynotes: 1/8a-1'-0" Checked: AD/TH 0 New Gyp.Bd.Soffit©8'-5"A.F.F.-See Detail D/A1.2 12 Mechanical Contractor To Supply&Install(1)New Type-II Exhaust Hood Above New Pizza Oven General Notes: Xrefs: ONew Cree LR6-DR1000 Recessed LED Can Light Fixture. Ordering Information Is As 13 Existing Type-II Exhaust Hood Above Existing Pizza Oven To Remain"As-Is" 1. Existing Fire Sprinkler Locations Shown For Reference. Fire Sprinkler Contractor Follows: Housing-SC6-CM-BL-GU24,Trim-LT6AB-DR,Lamp-LR6C-DR1000. To Relocate,Modify And/Or Install New Heads As Needed To Provide Coverage 0 Connect New Soffit Lighting To Circuit That Supplied Lighting At Removed Soffit to New 2x4 Fluorescent Light Fixture As Required By Code. 2. Electrical Contractor To Supply&Install Battery-Backup Emergency Egress Lighting 0 Connect New Dining Lighting To Circuit That Supplied Lighting At Existing Vestibule 0 New 2x2 Suspended Ceiling Grid/Tiles This Area-CT-03(See Finish Plan For Specifications). Install As Required To Provide Lighting Of Not Less Than(1)Foot Candle At The Walking Sheet Name: Per Prescriptive Requirements Shown On Sheets A2.1 And A2.2. Match Existing Ceiling Height(9'-11"t). Surface Of The Egress Path Shown On Sheet A0.0,AilPer IBC Section 1006. OS New HVAC Register-Design/Build Mechanical Contractor To Install Ductwork&Equip As Needed 16 New 2x4 Suspended Ceiling Grid/Tiles This Area-CTO1a(See Finish Plan For Specifications). Install Reflected © New 150 CFM Exhaust Fan At Restroom,Actuated By Light Switch Per Prescriptive Requirements Shown On Sheets A2.1 And A2.2. Match Existing Ceiling Height(9'-8"±). s New Gypsum Board Ceiling @ 8'-0"A.F.F.-See Detail A/A1.2 Ceiling Plan 0 Install(2)Pulse Digital Menu Board'Ceiling Mount"Brackets Per Manufacturer's Instructions tg New TV W/Ceiling Mount Bracket-Install Per Manufacturers Specifications. Provide 120v Simplex Outlet Sheet Number 0 Provide Power&Data Outlets At Digital Menu Boards Per Manufacturers Specifications(Coordinate W/Owner) And Data/CATV Outlet In Recess-Mount Box Mounted To Ceiling Tile 0 Add New 2'Tees At Existing 2x4 Suspended Ceiling Grid To Create 2'x2'Grid,Install New 2x2 Ceiling Tiles(CT-03). 10 Relocate Existing Fluorescent Light Fixture To Location Shown(Extend Wiring If Needed) A2 .0 11 New Light Switch Plot Size: 11x17 or 22x34 FIELD TECHNICAL INFORMATION figure 2 Lateral Force Bracing(figures 2 and 3) Application recommendations for work at the wall or ceiling Lateral force Bracing •Ceilings constructed of lath and plaster or gypsum board,screw or nail at ugas Cached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral force bracing requirements. 401 Suspension Systems for Acoustical Lay-in Ceilings -- 'es . - Source.CiSCA zones 3-4 Andrew Dugas --- •Lateral force bracing is the use of vertical struts(compression posts)and 00 Ea�+s Street-suae Soo REVISED 10/09 Seismic Design Categories D, E & F splay wires(see figure 2). Vancouver.WA WA 98663 360.518.8243 DugasDesign @Hotmail mm \ '� ,„� " Plaag •For ceiling areas exceeding 1,000 square feet,horizontal restraint of the cell- 45 brace ing to the structural system(lateral force bracing)shall be provided.source Consultant. ASCE 7-05 section 13.5.6.2.2 c 45`or 1¢sa\ •Lateral Force Bracing shall be 12 feet on center(maximum)and begin no This document has been revised �„ley wires farther than 6 feet from walls.Source cISCa Seismo zones 3-4 •Seismic splay wires are to be four 12 gage wires attached to the main beam. based on current Building Code • Wires are arrayed 90°from each other and at an angle not exceeding 45°from standards. In all buildings,other than figure 3 the plane of the ceiling.sn,l r CISCA Srismic zone,3-4 Maximum Recommended Lengths for •Seismic splay wires shall be attached to the grid and to the structure in such structures classified as essential Vertical Struts a manner that they can support a design load of not less than 200 pounds or the actual design load,with a safety factor of 2,whichever is greater(figure facilities,suspended ceilings installed _ EMT CONDUIT eb). Source:CISCA zones 3-4 Consultant •►\� •"Powder-driven shot-in-anchors"Seismic when used for seismic application in accordance with the prescriptive ��. `// t/2" EMT conduit up to 5'10" as part of the prescriptive path in Seismic Design Categories D, E and F,shall provisions of the 401 document are �.� 3/4" EMT conduit up to 7'8" have an ICC-ES approval for seismic applications and shall require"special �' ��� �� inspection"irrespective of the type of occupancy category the structure is in. deemed to comply with the current 1" EMT conduit up to 9'9" PAF anchors for kicker wires(splayed wires installed for purposes other than <- • seismic restraint)are exempt from this requirement.source:State of Oregon,Bulking building code interpretation. '�``a --,,,o0.1. METAL STUDS -, I-- I \ Single 15/8" metal stud(20 gauge) up to 12'0" •Splay wires are to be within 2 inches of the connection of the vertical strut to This document provides the IBC-2009 :�`, ��� suspended ceiling.Source CISCA Seismic zones 3-4 / Back-to-back 15/8" metal stud up to 15'0" •Rigid bracing may be used in lieu of splay wires.Source:ASCE section 13_5.6 2 2 c Project For. referenced standards for the ����� (20 gauge)„ 9 9 Y P Y •Ceilings with plenums less than 12 inches to structure are not required to Domino's installation of suspension systems ./ Single 2 1/2”metal stud(20 gauge) up to 13 6 have lateral force bracing.Source:Portland Building Department Pizza#7219 •Vertical struts must be positively attached to the suspension systems and the for acoustical lay-in ceilings. General Recommendations Back-to-back 21/2" metal stud up to 15'0" structure above.source:CISCA 3-4 •Referenced sources per hierarchy:2009 IBC(International Building Code), (25 gauge) Incorporation of this document will •The vertical strut may be EMT conduit,metal studs or a proprietary compres Pizza Theater American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM Sou Source:Portland Building Department sion post(see figure 3). provide a more uniform standard E 580/E 580M),American Society of Civil Engineers(ASCE 7-05)and Ceil- g Q T.I. Plan ins and Interior Systems Construction Association(CISCA). calculations.areas greater than 75'0"will require engineering g Y ( ) Wall Moldings(figures 4a and 4b) for installation and inspection.This •Partitions that are tied to the ceiling and all partitions greater than 6 feet in •Wall moldings(perimeter closure angles)are required to have a horizontal 15989 SW 72nd Avenue document is designed to accomplish height shall be laterally braced to the structure. Bracing shall be indepen- figure 4a flange 2 inches wide.One end of the ceiling grid shall be attached to the wall Tigard,OR 97224 dent of the ceiling splay bracing system.Source-ASCE 7-05 sncnor,138 s• Attached Wall Molding Requirements molding,the other end shall have a 3/4 inch clearance from the wall and free to the intent of the International •For further information on bracing of non-load bearing partitions refer to slide.Source:ASCE 7-05 sectior 13.5.6 2 2 b 9 9 P Date: 03.24.2015 NWCB technical document#200-501. •Where substantiating documentation has been provided to the local jurisdic- Purpose: Permit/Construction Building Code(IBC)with regard lion,perimeter clips may be used to satisfy the requirements for the 2-inch Revisions: •All main beams are to be Heavy Duty(HD).Source:ASCt 7-05 section 13.5.6.2.2 a g to the requirements for seismic closure angle.Source:State of Oregon,Building Codes Division •All cross tees shall be capable of carrying the design load without exceed 3 -o •The grid shall be attached at two adjacent walls(pop rivets or approved meth- design category D, E and F for ing deflection equal to 1/360 of its span.Source CISCA zones 3-4 0.0. 9 9 ry / od).Soffits extending to a point at least level with the bottom plane of the grid • These recommendations are intended -, ' ) and independently supported and laterally braced to the structure above are suspended ceilings and related items. for suspended ceilings including grid, z'"'Amm, '4U-o C deemed to be equivalent to walls.source:State of Oregon,Budding Codes C. , Unless supported by engineering, panel or tile,light fixtures and air .4 ,„�,°,R„,�",,.p„ terminals weighing no more the 4 lbs. Spreader Bars(figure 4b) Software: g g Job Number: Dom-Tigard the suspension system shall be per square foot.Source: ASCE 7-05 section figure ure ab •Spreader(spacer)bars shall be used to prevent the ends of the main beams File Name: Dom-rig-7219-per-01 l' 13 5 6 1 9 and cross tees at perimeter walls from spreading open during a seismic event. Drawn- Andrew DD as installed per these requirements. 4,,, ,,m, i Unattached Wall Molding Requirements Perimeter wires shall not be in lieu of spreader bars.Source:CISCA sels;n c zone Checked: AD TH Dug as (76mm) ,I • All wire ties are to be three tight turns Manufacturers' recommendations ? around itself within three inches.Twelve . / Xrefs: •Spreader bars are not required at perimeters where runners are attached C gage Hanger wire spaced 4 foot on cen- �/ directly to closure angles. should be followed where applicable. ter(figure 1).Source.ASTM C 636 Item 2.3.4 n • Changes in ceiling planes will require #14-14'1".... 0 •Wire tying is an acceptable alternative to spreader bars. F...positive bracing. °„°„m;,« •Spreader bars are not required if a 90 degree intersecting cross or main is fiyure 1 ..ak„"�'°� within 8 inches of the perimeter wall. Source:ASCE 7-05 13.5.62.21 ” ,tniomm. "� `4 •Where substantiating documentation has been provided to the local jurisdiction, 1 °� Sheet Name: -0.. perimeter clips may be used to satisfy the requirements for spreader bars. ' Source.State of Oregon,Budding Codes Division Suspended Ceiling NORTHWEST WALL&CEILING BUREAU SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS Prescriptive Requirements NORTHWEST WALL&CEILING BUREAU•SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS Sheet Number: New Suspended Ceiling Systems Prescriptive Requirements - All Per OSSC Section 1613.1 , ASCE 7-2005 Section 13.5.6 A2 . 1 Note: Install Heavy-Duty Ceiling Grid System N.T.S. Plot Size: 11x17 or 22x34 Hanger(Suspension) Wires(figures 5a and 5b) figure 5a GLOSSARY FOR THIS DOCUMENT (regional terminology may vary) ugas •Hanger and perimeter wires must be plumb within 1 in 6 unless(figure 5a) counter sloping wires are provided(figure 5b).Source:AsTM c 636 section 2.1.4 •Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES Andrew Dugas • spaced 5 feet on center.source AsTM C 636 The cross member that interlock with The bracing method used to prevent Hanger wires placed within eight inches oo East,9h Street-Suite 300 •Any connection device at the supporting construction shall be capable of car the main beams,also known as cross ceiling uplift or restrict lateral move- of the surrounding walls. Vancouver,W249e667 tying not less than 100 pounds.Source:CISCA zones 3-4 T•• , runners or cross T-bars. ment during a seismic event.Lateral Dugasoeslgn@Hotmail mm •Powder-driven shot in anchors PAFs are an a force bracing consists of vertical struts PLENUM ( } pproved method of attachment DIFFUSER The above a suspended ceiling. Consultant: for hanger wires.Source:State of Oregon,Building Codes Division � and splay wires. space sus p en g _ A circular or rectangular metal grill •Terminal ends of each main beam and cross tee must be supported within 8 used for the passage of air from a MAIN BEAM SLACK WIRE inches of each wall with a perimeter wire(see figure 4&5 b).s.ourcei CIRCA zones 3-4 ducted system. The primary suspension member sup- • 12 gage wire that is not tight or taut. •Wires shall not attach to or bend around interfering material or equipment.A figure 5b•Countersloping ported by hanger wires,also known as trapeze or equivalent device shall be used where obstructions preclude direct ESSENTIAL SERVICE BUILDINGS SPREADER or SPACER BAR suspension.Trapeze suspensions shall be a minimum of back-to-back 1t/.inch the main runner,carrying tee,carrying A bar with notches to prevent the sus- Any buildings designed to be used runner or mains. cold-rolled channels for spans exceeding 48 inches.Source:CISCA zones 3-4 �E by public agencies as a fire station, pension system from separating,also Electrical fixtures ,��`�� police station, emergency operations MOLDING/CLOSURE ANGLE called a stabilizer bar. •Light fixtures weighing less than 10 pounds shall have one 12 gage hanger "" \II center, State Patrol office,sheriff's A light gauge metal angle or Chan SPLAY WIRES l.\�f Consultant: wire connected from the fixture to the structure above.This wire may be slack. office, or emergency communication nel fastened to the perimeter wall or � Wires installed at an angle rather than c:t.rOe CISCA Seismic zones 3-4 dispatch center. partition to •Light fixtures weighing more than 10 pounds and less than 56 lbs.shall have support the perimeter ends of an ac- perpendicular to the grid. two 12 gage wires attached at opposing corners of the light fixture to the GRID coustical ceiling grid. VERTICAL STRUTS structure above.These wires may be slack.Source:CISCA Seismic zones 3-4. The main beams and cross tees of the The rigid vertical member used in •Light Fixtures weighing more than 56 lbs.shall be supported directly from the suspension system. PERIMETER CLIPS lateral force bracing of the suspension structure above.These wires must be taut.Source CISCA Seismic zones 3-4 figure 6`9 Proprietary angle bracket attached di- g P •Pendant mounted fixtures shall be directly supported HANGER WIRE system.Also known as compression y pported from the structure above Vertical hanger wire attachment rectly to the wall molding/closure angle 10 or 12 gage soft annealed wire used which allows for 0/4" movement in the posts,seismic pods,seismic struts. using a 9 gage wire or an approved alternate support without using the ceiling r; Common materials are electrical con- suspension system for direct support.source CISCA Seismic zones 3-4 Shorn artcno _ as primary support for the grid system. event of seismic activity and interlocks Structural concrete - – Also called suspension wires. ro erl with ends of grid stem. duit(EMT), metal studs or proprietary Project For: •Tandem fixtures may utilize common wires. p p Y g Y products. Ceiling clip - - P Domino's Mechanical Services Pizza#7219 •Terminals or services weighing 20 lbs.but not more than 56 lbs.must have two III 3 turns – 12 gage wires connecting them to the ceiling system hangers or the structure above.These wires may be slack.source:CISCA Seismic zones:-: Vertical hanger wre --- Pizza Theater •Terminals or services weighing more than 56 lbs.must be independently supported directly from the structure above.These wires must be taut.source: figure 6b T.I. Plan CISCA Seismic zones 3-4 Splayed seismic bracing wire attachment 15989 SW 72nd Avenue Seismic Separation Joints(figure 7) 1032-A NE 65th St. The NWCB has been serving the construction Tigard,OR 97224 •For ceiling areas exceeding 2,500 square feet,a seismic separation joint or full Wl•ineWengonanchor- lr' NWCB 9 9 4 P 1 Seattle,WA 98115 industry for over forty years.It is recognized height wall partition that breaks the ceiling shall be provided unless analyses are performed of the ceilings bracing system,closure angles and penetrations Structural concrete . 4, Phone(206)524-4243 as a technical authority,educational body and Date: 03.24.2015 Steel strap 1'wide x 2'long x 1 Fax(206)524-4136 spokesperson for the wall and ceiling industry.It Purpose. Permit Construction to provide sufficient clearance.Soutie:ASCE 7-05 section section 13 56 2 c 12 gage mirnmum NORTHWEST WALL G CEILING BUREAU Revisions: •The layout and location of the seismic separation joint shall be per the design- I Toll Free(800)524-4215 provides services to architects and the con- 3 turns er of record and noted on the plans.If a seismic separation joint is required by I , info @nwcb.org struction community on all matters relating to Splayed seismic bracing wire — the designer,the designer may use the generic joint detailed in this document www.nwcb.org the diversified wall and ceiling industry. or a proprietary joint.The amount of free movement(gap design)shall be a minimum of 3 inch.Source Stati7.of Oregon Building Codes Division As the industry's development and coordina- •In lieu of seismic separation joints,the ceiling may be divided into areas less figure 7 P joints, 9 Y tion organization,the NWCB saw the need to Software: than 2500 square feet by the use of partitions or soffits as follows:partitions shall NWCB-Oregon q y P p establish a document to provide clarification and Job Number: Dom-Tigard extend a minimum of 6 inches above the level of the plane of the grid and shall Phone:(503)295 0333 File Name: Dom-Tg-7219-per-01 be independently braced to the structure above.Soffits shall extend to a point at Fax:(503)295-2733 the intent of NEHRP(National Earthquake Haz- Drawn: Andrew Dugas least level with the bottom plane of the grid and shall be independently supported ards Reduction Program)an agency of FEMA Checked: AD/TH and laterally braced to the structure above.Source:State of Oregon Building Codes Division 1 I B.C.Wall and Ceiling Association (Federal Emergency Management Agency).It •Other than partitions and soffits,seismic joints may not be used as part of a = 11.11111111=1 Phone:(604)575-0511 is meant to serve as a set of recommendations Xrefs: fire rated ceiling assembly unless substantiating documentation is provided. l Fax:(604)597-7208 and is not intended for any specific construction Source State of Oregon Building Codes Division Sprinklers ----:— Alberta Wall and Ceiling Association project. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch — 4 Phone:(403)250-7045 The NWCB makes no express or implied war- } Sheet Name: oversize ring,sleeve or adapter through the ceiling tile to allow free movement of at 1F41 Fiongo Fax:(403)291-9515 ranty or guarantee. least 1 inch in all horizontal directions.Flexible head design that can accommodate mw4,.n l 8 Rivet 1 inch free movement shall be permitted as an alternate.Source:ASCE 7-05 13.5.6.2z e Suspended Ceiling Prescriptive Requirements NORTHWEST WALL&CEILING BUREAU•SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN CEILINGS ALASKA • IDAHO • OREGON • WASHINGTON • ALBERTA • BRITISH COLUMBIA • SASKATCHEWAN Sheet Number: New Suspended Ceiling Systems Prescriptive Requirements - All Per OSSC Section 1613.1 , ASCE 7-2005 Section 13.5.6 A2 .2 Note: Install Heavy-Duty Ceiling Grid System N.T.S. Plot Size: 11x17 or 22x34 ugas Finish Specifications(Note: Not All Finishes Shown Are Used On This Project) Paint PT-01: Sherwin Williams"Real Red"PMS 186C(SW6868)-Eggshell @ Int.Walls,Satin@ Trim,Doors&Frames Andrew Dugas . PT-02: Benjamin Moore"California Blue'PMS 7692C(2060-20)-Eggshell @ Int.Walls,Satin @ Ext.&Trim PT-03: Sherwin Williams"Crust Paint"PMS 645C(SW6123)-Eggshell @ Int.Walls,Satin @ Ext.Trim&Bldg 10o East 19th Street-Suite 300 Vancouver,WA 98663 PT-04: Sherwin Williams"Java'PMS 7582C(SW6090)-Matte Ceiling Paint 3E0,5188243 PT-05: Benjamin Moore"Grey Chalkboard Paint"(307-80)-Use A Primer W/A Hardener Additive DugasDesign@Hotmad mm PT-06: IFS Coatings,Inc.Powder Coated Paint(Silver Sparkle'PRSS 90708"-Dining Ledge Legs/Base Plate,POS Fascia PT-10: Sherwin Wlliams'Extra White"SW7006-Egshell Satin Consultant: Floor Covering FC-01: Retail Floor&Restrooms-6"x24"Porcelain Tile On 1/3 Offset,Olympia Tile Arbor Selection"Moka"OL.AR.MKA.0624 W/3/16"Grout Joint,Custom Building Products#52"Tobacco Brown" FC-05: Kitchen/Back Of House-12"x12"Porcelain Tile, Olympia Tile Omnia Collection'Charcoal Structured"W/3/16'Grout Joint,Custom Building Products#370"Dove Gray" FC-06: Inset Entry Floor Walk-Off Mat-Ultra Entry Systems New York Collection-Brown,Use W/T-2(Or Equal"Local"Product) FC-07: Child"Step-Up"At Dough Feature-24"x24"x1/8"Rubber tile floor(Vinyl Stair Nosing:#VIRCN-20-B),Johnsonite "RT Raised Round"Color 20 Charcoal Wall Base&Transition Strips Z WB-01: Retail Floor&Restrooms-6"x24"Porcelain Tile,Olympia tile Arbor Selection"MOKA"OLAR.MKA.0624 W/3/16"Grout - Joint,Custom Building Products#52'Tobacco Brown" Consultant WB-02: Kitchen/Back Of House-6"x12"Porcelain Tile Cove Base, Olympia Tile Omnia Collection'Charcoal Structured"W/3/16" Grout Joint,Custom Building Products#370"Dove Gray' TS-01: Transition Strip From Front Of House To Back Of House-Johnsonite"SLT-76-F"Slim Line Transitions Transition(76 1.__i iiiiia iil_■—__ -----��!lSLM Oil �,Ay� I Cinnamon)From 3/8'Thick Retail Area Porcelain Tile To 1/4"Thick Porcelain Ktchen Tile JII`__.J 1■..■..1 ■■M= 1■■ll�■■■smonm --Mirai__■■■N`fa I_—• TS-02: Transition Strip From Entry Walk-Off Mat To Porcelain Tile-Schluter"Schiene"Stainless Steel 1■1 1 ■■�� 1■ ■��� �f•�■■■N=�t. _ Ceilings "� _ I CT-01: Kitchen/Back Of House-24"x 24'Scrubbable Ceiling Tile,USG Ceilings Sheetrock Lay-In Ceiling Panel(Climaplus,Vinyl) �_-- L '3260',White,Square Edge '.- LJ I CT-01a: Kitchen/Back Of House-24"x 48"Scrubbable Ceiling Tile,USG Ceilings Sheetrock Lay-In Ceiling Panel(Climaplus,Vinyl) 111.1141111 - "3260",White,Square Edge,Or Equal. 1■..—■■•./....111■l _—= .■■llr_■Eiglirlii■ - - - CT-03: Retail Area Ceiling-24"x 24"x 3/4"Acoustical Ceiling Tile,USG Ceilings Frost Climaplus"4211,"565 Sienna,Square 1■om�■■■mom�■f►_ �oNf� �t�11l1!'1■■►. _ _ 1■__■■N___■■■■■r,__ _� `�,lN'4 ■==I Edge; Grid Profile Donn CX,Color To Match 565 Sienna Tile Project For: ©il■illINENIIllli`nil �_I iiiiHIIU _ Wall Tile Domino's 1■�:i•l1lll1ll�•••••�11 ■Iiiii_ -1__■■*N•INEE I_ WT-01: White Subway Tile-Interceramic"100 Ultra White"3x6 W/White Grout(At Ktchen Where Shown On Finish Plan) Pizza#7219 L——■——�i.11i 1".- - WT-04: FRP Wall Panel-Marlite"P-100",Pebbblle Surface Texture,Whit(Finish ) _ __ WT-05: Red Subway Tile-Beavertile"Red Pepper 3x6 W/White Grout(At Kitchen And Restroom Accent Band-See Finish Plan) a aGE C _--!T ------ ► ■ rr WT-06: FRP Wall Panel-Crane Composites"STC",Sandstone Texture,Red Finish(Reimage Chair Rail As it\ –__... ...■ 4 _ �� —��■Li.11■■I••I -_- P� ( 9 Req'd) 111��i■■� I Misc Interior Finishes 111��■m - ii�iiiill11 1 - _ - - Pizza Theater 111 m ! jj —�mumniii1�m r - _ _ CG-01: Interior Wall Corner Guards-2"x2"x48'Brushed S.S.W/Flanges(G.C.To Supply&Install @ High Traffic Corners) 111_=:� - _ �W�8, =M■11■■��I_ .. - SS-01: Retail Countertops-Corian By Dupont,Solid Surface"Silverite"3/4"Thickness(At'Pick Up"Round Countertops) T.I. Plan Il li•_■� - - -_ _ •∎0���.�-4msuNNul I - - - Contact Dave greening 614.975.6700/Dave.Greening @ovsco.com 111�■�■� I _ �,�.�� q1 d�t'►`L'�r 1 r SS-02: Retail Countertops-Conan By Dupont,Solid Surface'Cottage Lane"3/4"Thickness(At Dough Countertops&Customer o�Ilo 13lw.■■t_TLI unii !III _ 15989 SW 72nd Avenue I;1.111.1101111111. Ledge At Dough Area Low Wall),Contact Dave greening 614.975.6700 Dave.Greening @ovsco.com Tigard,OR 97224 '�L-1■ S'R _ _ - _ _ -- _ WP-01: Wallpaper Finish-Newsprint Wallpaper(Confirm Specifications And Supplier W/Owner) 111��■� ,� 1111111111 I I II( Plastic Finishes 1111♦' M■� _ _ _ - - - Date 03.24.2015 11111��1■M -^ I _ PL-01: Wilsonart Laminate'Frosty White'157360,Matte F nisi Pur ose: Permit/Construction 111M�J■1.1111 , _ _ _ PL-02: Nevamar Laminate liberty Red"S1027T,Textured Finish p i'i■il. I PL-03: Formica Laminate"Cafe"1903-58,Matte Finish tY( ) Revisions: I I PL-04. Wilsonart Laminate"Tan Echo 7941 K-18,Lineari 18 Finish 111�■�■� L _ - _ _ _ - _ PL-05: Wilsonart Laminate"Satin Stainless"4830-18,Linearity(18)Finish iii..�:C.l - - - - - - � NoteS: 111 VIII EIMM. I . _ _- _ , _ _ I I I II 1. All Interior Finishes To Meet A Minimum"Gass C"Rating,Including Fiberglass Panels. ili■�1■Il h _ _ I I I d -O 111��■lam 1 I I I I Software: .R .A.. It■IM�m■■ �1!■1� - _ l I I _ T, y Job Number: Dom-Tigard v Finish Plan S mbols t.1111111■111,2011 M111rLm2IV File Name: Do -Tp-7219-aer-o1 II 1l::�w 3' _ _ �� L - - - = ■I�l l - - - Finish At Upper Portion Of Wall Drawn: Andrew Dugas __.= , �'`•+ ®,I'I' �® �r1�YrZ1I�t1r111111■I�Ilhi��. �, Border @ 42"A.F.F.(If Applicable) Checked: AD/TH I�I�►. .� 1 - ?ill y ti 0 8 ����_I Q� i111�11111111111 11 X111111 „mi. - I Wall/Clg Finish-See Finish Schedule �� Wainscoat(If Applicable)Or Finish At Lower Portion Of Wall Xrefs: Floorcovedng Floor Finish-See Finish Schedule Proposed Finish Plan North Wall Base Sheet Name Note: New Finishes To Be Installed Only Where Shown 3/32"=1'-0" Keynotes: Proposed 0 New'Subway"Tile Wainscot At Restrooms To 60"A.F.F.,PT-02 Finish Above Finish Plan Provide Transition Strip(TS-01)Between New Retail Area Tile And Back Of House Tile @ Exposed Areas Sheet Number: O3 Install New Aluminum Door Threshold WM 90'Interior Edge For Tile Flooring A3 .0 Plot Size: 11x17 or 22x34 PT-01 _ -� —APT-01---"— CT-03 le —_-- -FT-01 ----"' _ ugas Icemaker / Andrew Dugas • V PT/01 \ _ 100 East 300 PT-03\ - \ 380.518.8243 ` PT-03 DugasDesgnQF.243 .com - - Consultant: Soda < — -0 I - —� WASTE WB-01 5 F tv I I I I I \ I I I I I I I1111 1 1111 \ Ccns,,,15nt Elevation "A" 1/4"=1'-0" CT-03-----.' ....---PT-01—'"" r----PT-01— PT-03 PT-03_\ Project For: I Domino's Pizza#7219 Open To \ \ 1 PT-10 Beyond —WP-O \ PT-03 /i�Tempered Glass��/ f4 PT-01� � — Tempered a � \ Pizza Theater \ T.I. Plan 1 O 15989 SW 72nd Avenue —WB-02 —WB-01 —WB-01 M MT-01 FC-07 Tigard,OR 97224 FC-05 FC-01 FC-01 ��WB-01 jT \\\ Date: 03.24.2015 11 I �— I I t I I I ' I I I I I 1 I I \ I l 1 1 Purpose: Permit/Construction Revisions: Elevation "B" 1/4„_1,-0„ Software: ...o."ham-p,. Job Number: Dom-Tigard \ File Name: Dom-Tg-7219-per-01 Drawn: Andrew Dugas PT-10 LPT-10 PT-10 Checked: AD/TH \ PT-02 LPT-02 n, n n n Grab Bars Per Xrefs: \\\ Grab Bars Per 11 H I I I I ADA1.0 WT-01 ADA1.0 II II II II WT-01 _—lam___—___—__— II I I I■ ■I I I I 1 1 1 1 1 1 1 1 1 l I I I — ' =M==tilnJ�MM�1=== 11 I I 11 11 1 1 1 1 1 1 1 1 11 1 l 1 1 I•I•Y===I======� u u■ •U u I I I I I I I 1 1 1 1 1 1 -----O■fifi----= PT-01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ======ow=mai titisum • • I I I 1 1 1 1 1 1 lo _____■I_______ 0 1 1 I I 1 1 1 1 1 1 1 1 1 �IMMMMMMM11==■v:••∎i 101 Furniture & Equipment Schedule 101 $ No. Description New Or Supplied by By Installed B Comments ugas Existing? 1 Existing Pizza Oven W/Type-II Hood Existing Existing Existing Middleby Marshall PS 3600 Conveyor Pizza Oven 11:/'� a. e ——__ _ _ _ B _ 2 Refrigerated Pizza Prep Table Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan Andrew Dugas I � I ""' V M ® ® 10 0 rte- 3 Stainless Steel Dough Table Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan 100 East 19th Street-Suite 300 1/I 1 \ J ■,\ vv..mss 4 Stainless Steel Cutting Table W/Box Storage Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan Vancouver.WA 98663 wit 360 518.8243 4\ ——1. e.. r�.a \ """°w E _ 5 Hot Rack Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan DvgasDesign Qliotmailmm 1 I E r 6 Metro Shelving-Hot Bags Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan j` am _ _ J I _ 7 Large Soda Display Cooler Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan Consultant: w r ^^ ,❑�' Zd _ 8 Soda Fountain Bag-In-A-Box Rack New Soda Vendor Soda Vendor Floor Sink Below,See Det E/A1.2 For C Penetration 0 111 WC_ / �� \ IIIIIII ""°°° III \ g 36"POS Order Cabinet#273238 New Owner GC See Detail A/A4.1 E ` 1L �� • I 10 LH Pickup Counter/Comer Radius#273130 New Owner GC See Detail B/A4.1 \ ❑ ❑Or E I I �� '—= I 2 UJ - 11 Dining Area Table Top&Base Package New Owner Owner Owner To Confirm Table Specifications&Quantity•—l o.. O e II l _ I _ 12 Dining Area Chair Package New Owner Owner Owner To Confirm Chair Specifications&Quantity I 1 _ I w"°,.., I �l I a�qv ❑�' 13 Pizza Tracker Flat Panel Disp.&Mtg.Bracket New Owner GC Provide Backing In Wall For Flat Panel Mounting Bracket '► I ., ��I ILJ KOi©l 14 Pulse Digital 42"Menu Boards&Mtg.Bracket New Owner GC (2)Ceiling-Mount Brackets To Be Installed By GC __ r w+..• I u 15 Walk-In Cooler Existing Existing Existing _ 16 Dunnage Racks(Lot) Existing Existing Existing IN FA L_4_ J 0 _J aa a�a ar a oM," 17 Metro Shelving Units(Lot) Existing Existing Existing FA ��� U ® M Q Q M a - 18 New Pizza Oven W/Type-I Hood New Existing Existing Middleby Marshall PS 3600 Conveyor Pizza Oven Consultant: ElE U U U U I I I I I I t J 19 Employee Lockers Existing Owner GC Hood&Ansul System Submittals By Hood Vendor I-1 IQ ®�� .rws e�e. c..... H ,,— 20 S.S.Work Table(Lot) Existing Existing Existing GC To Relocate As Shown On Proposed Floor Plan n n n :d7 E J [o l J 0®J (o J E 1' 21 POS Terminal Existing Existing Existing Owner To Relocate As Shown On Proposed Floor Plan a..■a.r■.r r E O 22 Order Station New Owner GC Provide Power&Data Per Floor Plan III E E � E s 23 Stacking Washer/Dryer Unit Existing Existing Existing �� i i^'^•^• , 24 Plastic Laminate Cabinet For Trash 8 Soda Fountain New Owner GC Custom Casework Note:Soda Vendor To Instal Soda Fountain uuuu -- 25 CAM Bench Display Cooler New Owner GC Specification TBD By Owner • ,tl t)�1 r C' rJ `] C' U Ii] C' h] [, in �❑I r' 27 Dominos 273140 Soda Counter W/273141 Organizer New Owner GC Plumber To Provide Floor Sink Below I III� 7i ® � �a • all O E 28 Plastic Dough Trays(On Cart) Existing Existing Existing RI n n re E L 29 B Hot Food Bar New Owner GC Specification TBD By Owner — Project For. ar r r r r I 30 a•Chilled salad Bar New Owner GC Specification TBD By Owner � � C3 O .� Cl ❑D !� Cl O 1� C1 O CJ y Domino's E 31 Soda Fountain W/Icemaker Above New Soda Vendor GC Specification TBD By Ovine .�a..a�■■� — Pizza#7219 C, r�, raj r� —r 32 Flat Panel TV W/Ceding-Mount Bracket New Owner GC Final Location 8 Specification TBD B Owner 0rr�rzil,® UUUU I By I___I ___ LL �{\ Ira fl L��l!! ICJ Notes: / T�\ —' I I 1 1 r / I \ N I I '❑�' F'i'�� El® IM _�l N I� �' "''� i 1. General Contractor To Coordinate Delivery Of New Furniture&Equipment W/Owner. I / �I 1 i I I I I I 1 `{/ --rs J El h `INE ci 'Y I 2. Glass Sneeze-Guard To Be Measured For Fabrication After Low Wall Construction Is Complete. Pizza Theater �G\\ Ili I I n' � / r� . 6 u o 6 u i __-, T.I. Plan 15989 SW 72nd Avenue Tigard,OR 97224 Proposed Equipment/Furniture Plan North Date: 03.24.2015 Purpose: Permit/Construction 3/32"=1'-0" Revisions: Software: .N�,o. .n.•.p< Job Number: Dom-Tigard File Name: Dom-Tig-7219-per-01 Drawn: Andrew Dugas Checked: AD/TH Xrefs: Sheet Name: Proposed Equip/ Furniture Plan Sheet Number: A5 .0 Plot Size: 11x17 or 22x34 ugas Andrew Dugas 100 East 19t1 Street-Suite 300 Vancouver.WA 95663 360 518.8243 DugesDmign@ Hotma il.corn • Consultant: null lop with Odes tYP O Consultant: gi rk = I 1 G. h 'h Project For: (11 O i 03• ��' Domino's \ L I I Pizza#7219 I 1 1 l 36' 1 r l __I 2T 3'Lti ,I Crit )IIIPI''''''''''''' �- Pizza Theater ,\ 0 T.I. Plan _jJ O 11011.11°''' .�. 15989 SW 72nd Avenue fit, Tigard,OR 97224 / V Date: 03.24.2015 �— Purpose: Permit/Construction \� 0 36" POS ORDER CABINET-273136 39,{ RH PICKUP COUNTER/CORNER RADIUS-273130 Revisions: o Detail "A" - 36" POS Order Cabinet (# 273136) Detail "B" - LH Pickup Counter/Corner Radius Cabinet (# 273130) NTS Software: ...............2.,.NTS Job Number: Dom-Tigard File Name: oom-iig-721 9-per-01 Drawn: Andrew Dugas Checked: AD/TH Xrefs: Sheet Name: Equipment Cutsheets Sheet Number: A5. 1 Plot Size: 11x17 or 22x34 ugas Andrew Dugas 100 East 19th Street-Suite 300 Vancouver,WA 98663 360.5189243 DugasDesign@Hotmad.com Consultant: Countertop Organlrer 38'Sa9d Surfxe ...� Topp w/Backe0tcart --- (Colage Lena Carlen) k, Drop In 1�\■i mi36' Trash Bln Consultant: -.411111400 '---o o s + Cabinets to he PC Sliver Sparkle - T ■ O O ■ � ` Project For: 4js`�� Domino's �'- I I���' ril Pizza#7219 29' -1 '''Ii ii._ ___.-61X" - - I o 0 o Pizza Theater 1� i T.I. Plan 1� 15989 SW 72nd Avenue Tigard,OR 97224 ODate: 03.24.2015 Purpose: Permit/Construction BEVERAGE COUNTER - 273140 Revisions: BEVERAGE COUNTER TOP ORGANIZER -273141 Detail "A" - 60" Beverage Counter Cabinet (# 273140 & 273141) Software: ,,,,...2o. NTS Job Number: Dom-Tigard File Name: Dom-Tig-7219-per-01 Drawn: Andrew Dugas Checked: AD/TH Xrefs: Sheet Name: Equipment Cutsheets Sheet Number A5 .2 Plot Size: 11x17 or 22x34 MPROR MTD @ 40 A.F.F. MAX TO BOTTOM OF CLEAR FLOOR SPACE AT•••- REFLECTING SURFACE STRIKE SIDE LAV. TOTAL SEATS ACCESSIBLE SEATS ADA APPROVED THRESHOLD 37 MIN. VERTICAL S.S.GRAB INSULATE ION WATER&DRAIN (SEE DETAIL 12 FOR HT.) CLR.OPENING BAR(F ROD) PIPES OPTIONAL CUP DRYER NOTES. -48'S.S.GRAB BAR DISPENSER PAPER TOWEL DISPENSER I T.S.COVER DISPENSER SHALL Ugas 1. TOP OF GRIPPING SURFACE 14'MN.PROJECTION FROM r PULL STATION 1 33'TO 38•20 1 �I I.LIfI! 'I.� BELOW MAX.SEE NOTES ■ 39'to 41' BELOW GRAB RAIL(MINI.)I \;;URINAL 1 41-83 3 2. 17 MINIMUM CLEAR ABOVE e'ro17 MM y11 I _ _ �� //- T:.: Andrew Dugas min _ • 81-BO 4 DOOR R SCHEDULEDW 36'SS.GRAB BAR �� I ��—'�1 ♦ q --� 100 East 19th Street•Suite 300 Idly }. {I T - ¢i Vancouver,WA 96663 21 CLEAR SPACE FINISH ELEVATION TO I; 33'(EXCEPT @ lyl O g 360.518.8243 81•100 5 MATCH FINISH FLOOR ELEVATION AT TANK TOILETS. I = i i g DrgasDmigl @HotmaiI.corn DOOR WHICH SHALL BE-+ 7 �—•g ii g ; 1I N 4--— g 101-120 6 SLP RESISTANT SURFACE(MEDIUM 361 1H. `/6 A k' II,AII[[LLl�7_7_YYJ §_~ i BROW FINISH) A•: 1 § R Consultant: 121-140 7 • • ! , • I. �� , . . , . CROSS SLOPE 1.50 OR 2% 60' ,I, 1 S TO 4B A.F.F.FOR OPERABLE NUMBER OF ACCESSIBLE SEATS a FROM NRAB BAR OBSTRUCTION CC N x30 MIN.WIDTH TOE SWITCHES •NOTE: -- 8"MN.DEPTH x 30'MN. THERMOSTAT - 1.INTERIOR DOOR PRESSURE CANNOT EXCEED 5 L85. -CONTROLS MOUNTED ON WIDTH KNEE SPACE FETE ALARM 2,60%OF PUBLIC ENTRANCES MUST BE ACCESSIBLE. WIDE SIDE OF TOILET AREA EXTERIOR DOOR REQUIREMENTS 1T=1'-0. 113 MOUNTING HTS.& CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T.S- 1 5.0'MN.1525 PROTRUDING OBJECT 3,0'MN.(•• ) IN S MAX.(150) � 1p MAX 30' 38 4'MAX. _ - ♦ FREESTANDING OBJECT —4 w Consultant: , MOUNTED ON POSTS OR J 28'J4'A.F F `�j�, 4 *1..... PYLON MAY OVERHANG 12 \ J �� .�' (' ( � MAX FROM 27 TO 80' r i \ R 3 O 1 ABOVE FNISH FLOOR r i _ 18'TO 18 MAX Ir 3 0 1_ III I ) I� '� `T' OBJECT PROJECTION FRGM I CLEAR z i I' i ir I B '- WALL BETWEEN 27'70817 FLOOR I ABOVE FINISH FLOOR SHALL i \ SPACE 5p TOILET PAPER =• EXAMPLE:DRINK MACHINE,ETC. PROTRUDE NO MORE THAN ,L 4• / 36'MIN.CLR. / }, I — I F'$' 4'MAX. VERTICAL G- = 30'MW 24'MAX ACCESSIBLE ROUTE $ In I - I (100) SEE DT1.1 1 l ELEVATION , OBJECT PROJECTION • \ L U \ _• i FROM WALL LESS THAN 7.'MIN. w Project For: zm z w 27'ABOVE FINISH FLOOR A JIB 48'MIN. I4 (815) J -.� _S.. x F-o> MAY PROTRUDE ANY /1— •f 1.I O E U Om AMOUNT n —1 II 1 3•.•4 Domino's I ° w FLOOR SHALL BE • • ?¢ Pizza#7219 'it-IL • 2. SUP-RESISTANT SURFACE w t; .W a e 0 AND LEVEL WITH MAX 1/4' s. x° "a CONDIMENTS CHANGE IN LEVEL 1 SEATING AND TABLES N.T.S. 116 REACH RANGES N.T.S. 14 INT.ACCESS.ROUTE CLEARANCES • - 110 ACCESSIBLKE URNIAL 3M'-,''C' 16 STANDARD TOILET STALL 2 Pizza Theater DOOR CLOSER / LL--.- T.I. Plan PROVIDED.SHALL / GRAB BAR SHA BE 1-1/4'TO 2'MAX.. HAVE AT LEAST A 3-SECOND OUTSIDE D14.-TYPICAL PERIOD OFROM70[ SIGN POST OBSTRUCTION 112' \ �r 15989 SW 72nd Avenue OPEN POSITION �B. -- GLR t -\ Tigard,OR 97224 TO 3'FROM LATCH --� @ k I - I 2-1/4x3'EXPANSION ANCHORS AT I CLEAR = Date 03.24.2015 N N. Q Purpose. Permit/Construction PROVIDE ISA DECAL MASONRY tkn� ' ENTRANCES \ 7 SCREWS AT WOOD OR STEEL STUD u I SPACCE @ ALL PUBLIC - I o ` WALL-TYP. I�O J, Revislons. DOOR HANDLE, I SEE HARDWARE \ z z 1/8'x7 BENT PLATE WELDED TO RAIL •I —IF— I NOTES g 3 AND1/8'x3•DIAMETER MOUNTING a n PLATE©4'.0 \ 48'MIN. 7x6'BLOCKING AT WOOD STUD WALLS X Jr ACCESSIBLE ROUTE WALK / CON NC.BLOCKING AT TM CALL,SONRY OR -H S -- Software: ,rt.l.a..mu . __314 DOOR MOTH Job Number: Dom-Tigard TYP. ENTRANCE/EXIT DOOR N.T.S 19 TYP. ACCESSIBLE RESTROOM DOOR NTS. 115 PROTRUDING HAZARDS . 11 GRAB BAR 7 ACCESSIBLE LAVATORY 3 File Name: Do -Tg 7219 Per 01 Drawn: Andrew Dugas HANDICAP SIGN-SEE DETAIL 16 / / 19' 30" : 1. INDICATED DIMENSIONS,HEIGHTS.DEPTHS,AREAS AND OTHER GRAPHIC Checked: AD/TH \ _ CLEAR A INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. Paeu c F- - - THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW Xrefs: '/ HANDICAP SIGN \ ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER � _ �:41i�� CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. Z Z LS' A __-_. _ 2. 60 TURNING SPACE (0 -PERMITTED OVERLAP LIMITED TO 1 ARM OF T•SHAPED SPACE � < -CAN OVERLAP FIXTURE&DOOR CLEARANCE NOTE VAN ACCESSIBLE I -DOOR CAN SWING INTO TURNING SPACE SIGN UNIVERSAL STANDARD ON 3. RESTROOM,IN GENERAL,DOOR SWING MUST BE OUTSIDE OF THE FXTRCLEAR Sheet Name: S-2 UNIVERSAL OR STANDARD a 3 STALLS, FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR A ZZ SPACE IF WHEELCHAIR SPACE 30"X46•IS PROVIDED BEYOND THE DOOR SWING. VAN ACCESSIBLE LO:• ACCESSIBLE g GALVANIZED METAL SIGN POST , ACCESSIBLE ROUTE Accessibility STALL STALL =z �.. 4. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER-47 BETWEEN FIXTURES $+F FINISH GRADE ,9. 30.OLEAR Details ' ` _ —, 2 -- CLEAR- -- 1 (`�. �$ ::i (: \ — _ -1 Sheet Number: I I. 4 Z �yC�r g gJ •• X _ 9 MN. x B-0' / a MN. I CONCRETE 11 k: N NOTE: l i�— II V I A A 1 •Y ;� SIGNS SHALL BE LOCATED BY A THAT E PARKED J ♦ I / \D/ \ 1 •O (1)VAN ACCESSIBLE STALL&(1)STANDARD ACCESSIBLE STALL 1, CANNOT BE OBSCURED BY A VEHICLE PARKED IN L THE SPACE. �'-1,_S NOTE:MAINTAIN 44-MIN.CLEAR AISLE EGRESS PATHS TO EXIT DOORS. HANDICAP PARKING STRIPING 120 HANDICAP PARKING SIGN DETAIL 16 CHANGES IN LEVEL 'I 12 DINING ROOM SEATING CLEARANCES N.T.S. FIT GENERAL NOTES 4 Plot Size: 11x17 or 22x34