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Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINAL: Post/Beam struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain brain Insulation -Plumb. Plbg. Underfloor 149 Neter Line Gyp. Bd. -Mach. Date Requested: Tipp: AN PM Address: ermrmi`t : •CG 2. Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: r� gypL) _--70Z - -- - - - Inspector APPROVED _ DISAPPROVED APPROVED SUBJECT TO, UMM/ ---Call For Reinsp. INSPECTION NOTICE City of Tigard Building 'Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Tnepection Line (Rec-O-Phone): 639-4175 Business Ph 639-4171 rooting Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Ling FINALS Poet/Beam Struct. San. Sewer framing -Bldg. Poet/Beam Hach. Rain Drain Insulation -plumb. Plbg. Underfloor Water Lin)[e� Gyp. Bd. -Hoch. Date Requested:_ I Il / I _i_Time: _PM Addrees: / �� LSA I Permit 1 13 17 ��0, Builders_ THE FOLLOWING CORRECTIONS ARE REQUIRED: i H 1— J .-y C.7 J In.pactor: �` Date: APPROVED DTSAPPROVKn APPROVED SUBJECT To AROVE Call Mor Relnsp. INSPECTION NOTICE City of Tigard Building Department 13125 SM Ball Blvd. Tigard, Oregon 97221 Inspection Line (Rec-O-Pho):e)t639-4175 Bunt,4eas Phone: 6 D171L Inspections` C�i-_ng Plbq. Underslab Hoch. Rough-in Aprr/Sdwlk FDuna• P1bS;. Top Out Gas Line PINALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rr.n Drain Insulation -Plumb. Plbg. Underfloor Water Lina Gyp. Bd. -Hoch. Date Requested: Z �'� ( TlmBt AN PM Address: At�-w�a�I� (,T% P�rd1! #t�'U(��'//!7 Builder: TNR FOLLOWING CORRECTIONS ARE REQUIREDt i LLJ J Inapectort nate C APPROVED _ T DISAPPROVED `^ APPROVED 8URJRtT TO ABOVE Call For Rainsp. CONSTRUCTION CHANGE DIRECTIVE NO. 3 A.DA REQUIREMENTS LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7J19 June 3, 1992 The following additions to, deletions from a. Jarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to whicl they apply. SERVICE/PARTS BUILDING CIVIL DRAWINGS: l Item no. 1 - Sheet no. 1 of 5, Site Grading Plan modify thus: Add handicap ramp at (5) locations and modify pavement elevations. Sheet no. 1 of 5, Site Grading Plan, revision 2, 5-27-92. reissued with this Chai,ge Directive. ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 10, Main Floor Plan (Right Hand), modify thus: Modify Men 110 & Women 111 and add Toilet room 146, as shown on revised Floor Plan, detail 811/33, issued with this Change Directive. Item rip 2 - Sheet no. 16, Room Finish Schedule, modify thus: a.) At Men 110, add plastic laminate cabinet, factory finish. b.) Add Toilet room 146, Concrete floor, C.S.H. finish, 4" rubber base at g.b. walls, moisture resistant gypsum board and concrete block walls with (2) coats of enam- el paint, gypsum board ceiling witl- 12) coats of enamel paint, plastic laminate cabinet, factory finish, and finish note 11. �n Item no. 3 - Sheet no. 17, Door Schedule, modify thus: a.) Delete door no. 111 A. b.) Add door no. 146A, 3'-0" x 7'-0" opening, style E, hollow metal door, paint fin- ish, Hollow metal jamb, paint finish, head & jamb detail 21/36, Hardware type 9 with Schlage "A" series lock. _-J Change Directive no. 3 LANDMARK. FORD Page 2 of 2- Item Item no. 4 - Sheet no. 33, Interior Elevations, modify thus: Detail B/33, Men 110 & Women 111 Floor Plan, will be revised and reissued at a later data, together with elevations of Toilet room 146 aril Corr. 112. Cabinets at Men 110 &Toilet room 146 to be plastic laminate faces with adjustable shelving, 18 inch depth and floor to ceiling height. Provide 30 Inch by 60 inch mirror in Men 110 & Women 111 and mirror above lav in Toilet room no. 146. Provide (2) towel dispensers and (2) soap dispensers, at locations as directed by the Owner in Corr. 112, adjacent to the wash trough. USED CAR SALES BUILDING CIVIL DRAWINGS: Item no 1 - Sheet no. 1 of 5, Site Grading Plan modify thus: Add sidewalk, '12 L.F. 4" PVC and modify pavement elevations. Sheet no. 1 of 5, Site Grading Plan, revision 2, 5-27-92. reissued with this Change Directive. END OF CONSTRUCTION CHANGE DIRECTIVE NO. 3 DISTRIBUTION: Jim Corliss, Landmark Ford Frank Adams Dale Durdel, R&H Construction Co. Greg Mockford, R&H Constriction Co. Wes Zicker, David Newton Associates Bill Berry, W.G. Berry Structural Engineers Larry Grimes. Paraclete Tom Pride, James Graham & Associates Jim Jaqua, City of Tigard CONSTRUCTION CHANGE DIRECTIVE_ N0. 4 L;NDMARK FORD ARCHITECTS_: Service/Parts & Used Car Sales Buildings ARCHITEC':-S ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 June 15, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portion.% of the original Contract Domiment_% to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 Sheet no. 9, Main Floor Plan (Sector A), modify thus: At Write-up rooms no. 101-107, change detail reference 7/36 typical at window openings to 14/23 typical. Item no.2 - Sheet no. 10, Main Floor Plan (Sector B), modify thus.- Add hus:Add Electrical room no.145, as shown on Partial Main Floor Plan (Sector B) a!- tached. Note: Contractor to locate sprinkler riser centered between Stairs no. 137 & Electrical room no. 145. Contrac'�or to verify with sprinkler equipment supplier for ade- quate clearance between Stairs no. 137 & Electrical room no. 145., prior to framing Electrical room walls. Rem no. 3 - Sheet no. 12, Upper Floor Plan (Sector B), modify thus: Add semi-circular wash basin in Lockers 202, as shown on Partial Upper Floor Plan (Sector 13) attached. Item no. 4 - Sheet no. 13, Roof Deck Plan (Sector A), modify thus: a.) At grids A-6 & F-6, D.S. to be 4 inch diameter, or equivalent rectangular area (3"x5'). G. b.) At grid A-1, D.S. to be 8 inch diameter, or equivalent rectangular area (6"x8"). c.) At all roof scupper openings, except at gni i-A, change opening size to 8"x8" at inside face of concrete block wall. d.) At roof scupper opening at grid 1-A, change opening size to 8"x'2" at inside face of concrete block wall. e. A,J;,jst collector box sizes as required for larger scupper opening & D.S. sizes. Change Directive no. 4 LANDMARK FORD 'Page 2 of 4 Item nn _ Chaarnn 14Rod fleck Plan (Sector g), modit thus: a.) Delete roof drains at grids B-17 & E-17. Install scupper, collection box and D.S. per detail 3132 SIM at these locations. b.) At grids B-15.2, F-11 & F-14, D.S. to be 6 inch diameter, or equivalent rectangular area (5"x6"). c.) At grid E-15.3, D.S. to be 4 inch diameter, or equivalent rectangular area (3"x5' . d.) At all roof scupper openings, change opening size to 8"x8" at inside face of concrete block wall. e. Adjust collector box sizes as required for larger scupper opening & D.S. sizes. Item_no. 6 - Sheet no. 16, Room Finish Schedule, modify thus: a.) Change ceiling height at rooms no. 110, 111, 112, 114, 115, 116, 117 & 118 from 8'-W to 8'-6"or maximum height achievable (gypsum board to be applied to bottom chord of trusses). b.) Add room no. 145, Electrical, Floor Material - Concrete, Floor Finish - See Fin- ish note 8., Base Material & Finish - See Finish note 13, Wall Material - Gypsum Board and Concrete Block, Wall Finish - Paint, Ceiling Material - Exposed Structure Above, Ceiling Finish - Paint, see Finish Note 24, Ceiling Height - Elect. room w=ills are 8'-0" height, height of exposed structure above varies. Item nn. 7 - Sheet no. 16, Door Schedule, modify thus: a.) Add doors no. 145A & 145B, opening size 3'-0" x 6-8", Door Style E, Door Material -Wood, Doo; F;nish - Stain, Jamb Material - Hollow Metal, Jamb Finish - Paint, Head & Jamb detail - 21/36, Hardware - 11, 'A" Series. b.) The following changes and clarificatiort3 are to be made to the hardware types: Door no. Change CUffk atfon 108B Add separate keyed dead bolt Turn/push button Service side 114A Tum/push button Teck Farts side 1148 Changs to type 11 urn/push button Parts Storage side 115A Tum/push button Warranty side 115B Change to type 11 Tum/push button Warranty side 116A Turn/push button Library side 117A Tum/push but'on Office side 117B Change to tyre I 1 Tum/push button Office side n_ 12.0A Turn/push button Office side 1208 Turn/push button Office side w Change Directive no. 4 LANDMARK FOND Nage 3 of 4 Door nn Ci range Clarification 122C Change to type 11, "D" Series Turn/push button Parts Storage side 124A Change to type 9 1248 Change to type 9 125tH Change to type 11 Turn/push button Office side 127B Tum/push button Booker side 134A Change to type 11 Turn/ptish button Parts Storage side 134B Change to type 11 Turn/push button Parts Storage side 134D Change to type 3 137C Change to type 15 Inside knob Parts Storage side 142A Turn/push button Parts Storage side 143A Turrt/push button Office side 144A Tum/push button Parts Storage side 144C Door to be keyed Hardware by rolling door supplier 201 B Change to type 15 1 nside knob Lunch side 202A Change to type 6 204A Change to typ— 15 Inside knob Parts Storage side 205A Change to type 11 Turn/push button Lunch side 207A Change to type 15 207B Change to type 10 Tum/push button Office Corr. side 217A Change to type 10 218A Change to type 10 Tum/push button Office side 222A Change to type 10 Tum/push button Office side t Item no. 8 - Sheet no. 26, Wall Sections 1/26 and 2/26, window opening to be changed to have sill at 3'-2" above the slab and 4'-0" height aluminum storefront window, as shown on Wall Section 2/25 with sill detail reference 14/23 and head detail reference 15/23. J Change Directive no. 4 LANDMARK FORS) Page 4 of 4 CTPI 1r..TI ipai nPa\A/mir.C• Item no. 1 - Sheet no. S4, modify thus: Add supplemental curb detail 1, dated 6-1-92, for retairiing wall at planter area added by Construction Change Directive No. 1, item no. 1. MECHANICAL,DRAWINGS: Item no. 1 - Sheets no. PF & P9, modify thus: a.) Add wash basin at Locker roam no. 202, at location shown on Architectural draw- ings, sheet no. P8. See attached manufacturer's literature, or Bradley equivalent. b.) Relocate WH-2 from grids B & 13 on the Upper Floor, as shown on sheet no. P6„ to Storage room no. 301, at grids B & 13, at Roof Deck, sheet no. P9. Provide 8" round combustion air exhaust at bottom of roof structure. Provide 8" round combustion air supply at 12"A.F.F. Note: Electric heater sized so Storage roor "nperaWre does not go below 40 degrees Fahrenheit will to added by future Change jirective. USED CAR SALES BUILDING ELECTRICAL DRAWINGS: Item no.A - Sheet no. E9, Floor Plan- Power & Signal, modify thus: Modify per attached letter dated June 3, 1992, from Gary Lewis, James D. Gra- ham & Associates, Inc. END OF CONSTP' ICTION CHANGE DIRECTIVE NO. 4 DISTRIBUTION: Jim Corliss, Landmark Ford �� D A� Frank Adams , Dale Durdel, R&H Construction Co. Greg Mockford, R&H Construction Co. Wes Zicker, David Newton Associates JACK J. t�!cK,r/�,r,_r _ l Pill Berry, W.G. Berry Structural Engineers .�1l� � � �`,^I C ��• Larry Grimes Paraclete /�ANCWOI ` Tom Pride, James Graham & Associates ;V Jim Jaqua, City of Tigard Qr cc Mark Haddix, Marx-Okubo & Associates co J nq • `� ISI � _ • 1�1�jaa��7�� • a • 11J / • I � . • Y � � CL ,y li R I y �• icO� Ir;r^a� D tz not t� »)'JJJfff+ ` , �/ ,�,r�•..ew��.assay. ati 1 �'. . ..i�� . M I i`-risi`. _ - -Q � r__ sib t�•.��Sv. , - cc .. ; E - �.. 1 Ln Lncn- . ., • CID �• ' lliiO�OliijiS�i7i",�ir /7/iiico I James D. Graham & dissociates, Inc. Consulting Engineers Jam,s D.Graham 2121 SW Broadway Dr.,Suite 310 J.Wesley Birch Portland,Oregon 97201 Thomas W. Pride Fax(503)227-0038 (503)241-1993 June 3, 1992 Ms. Kathy Bevis Architects Associative 8515-b NE Hazel Dell Ave. Vancouver, 98665-8016 Project: Landmark Ford Subject: Changes to Used Car Building Dear Kathy: Please note the following changes to et E9: 1. Provide (1) duplex receptacle in wall above show windows for each 12 linear feet. Circuit to C1-24,26. 2. Provide a weatherproof duplex receptacle for a sign connection on the north, west aPJ south sides of the building. Circuit to panel C1-28,30,32. Coordinate location with Owner. Please call K you have any questions. i Sin er, ly, C--� i/ Gary A. L 21S GL/sc 90052 603s r a J H 4J J JUN-01=1992 08:47 FROM WG BERRY ENGINEERS TO ARCH HSS01_ P.01 W.G, BERRY 701 S,E. MILLER ST. STRUCTURAL PORTLAND, OR 97202 ENGINEER$ _................... 503-231-0717 ata?Illr�k'' w( :: ty[c�t"i t i,? '1 ��tfr' '3 � ^•rrt Iv :i:�i t } ) ,1 .1 tt ^ry� --tt . ..:X.11. _f T 1 •1 t t' t7 tg�nrri �tC a.c�;r y.ygl+'t7177� H' il i l�_.�. ti[ L _.ta::7e'' .:';�fl::... .• 13 Conference Job � h'_1 L Job No. Date � ` ! ' C! L *Phone Subject L04F 7 Hee !) ❑Field With x Memo To– �1k ❑Job Observation Weather Condition— _—Time Distribution # A-;4,c' � t ; — ^-- By_ Post-it"'brand fax transmittal mamo 7671 I*or Dne5 Co - � Front Dept. Phone r I 11 Far u -�—^ Fer� r - _...._. -N »..__... .:.� .+- e � s ....... . .. _ . Al re J 41 r� 4' 3 user el- Ai- TOTAL P.ei '47 FAX NG. 2066951397 P. 01 ' Post-It`brand fax transmittal memo7671 Molpa9cs 7b ee-VA �� From ��,�r Multi-Lays'" NCo. ! Co. Depi. phone k - 1M �1 Fix M fax aw PRODUCT MAY SHOW SOME AVAILABLE OPTIONS Semi-Circular Models - 3 or 4 Stations Barrier-Free Conformance Bowl and sprayhead are stainless steel. Bowl is 38" Hand, Dual, or Sensor Operated Models conform wide, and has an integral backsplash andto Barrier-Free requirements, for a parallel sprayhead. Heavy 5-clips securely anchor the u� wheelchair approach. backsplash to the wall. Sprayhead is 15" dia. x 5-1/4" high. GUIDE SPECIFICATION Soap/Toiletry Tray on top of sprayhead, is Provide and install Acorn Multi-Lays (specify standard. model number and options) factory preassembled, Sectional Control is standard. One pushbutton or with individual section2l control. Bowl shall be 16 sensor actuates one station. gage stainless steel and shall have an integral Hand Pushbuttons operate metering non-hold backsplash. Sprayhead shall be 18 gage stainless open Air-Trot Valves and can be field set for flow steel. Spray nozzles shall be vandal-resistant type ranging from 5 to 60 seconds, with 0.4 GPM flow controls. Provide self-draining, Foot Pushbuttons use rton-metering Air-Trol air-circulating type soap/toiletry tray on top of Valves and permit the user to control the length sprayhead, sashall dhavvep dish on backsplash aanchored ch side of to bowl. of the washing cycle. wall and housing framework anchored to the Dual Operation retains the advantages of both floor. Provide mixing valve with checkstops and systems. strainers in H & C supply and field set water Sensor Operation provides "Hands-Free" washing. temperature at 105°F. When hand operated non- open on- valv , timing Spray Nozzles are vandal-resistant and provide a hoc a hall be field gset fors apperoxiimatelly (specify) concentrated spray at each station. Y U-' Hot & Cold Supply is blended in a mixing valve seconds. furnished with checkstops and strainers. Inlets are 1/2" NVT female. A minimum of 30 PSI supply pressure is required. Housing is black vinylclad, galvanized Ste( Jj%e Is stainlptis steel. •11 1ti r ��02 ftm Wash-Ware° Multi-Lays` r 1. BASE MODEL NUMBERS Built ,r.P untp Type Soap System 1334"563' On-Floor, Semi-Circular, Three Station (Soap Holders are furnished on sprayhead,standard.) ,Ias`+o� On-Floor, Semi-Circular, Four Statinn 0-PDM Metering Liquid Soap Dispenser 2. OPERATION Supply ❑-H Hand Operation 0-FC Flexible Connection 0-F Foot Operation Q-MXP Pressure Balancing Mixing Valve -DO Dual Operation p-MXT Thermostatic Mixing Valve ❑-SO Sensor Operation d-ST Single Temperature Supply 3, SUPPLY AND VENT Housing Not applicable to these models. 0-1-19 Hose Bibb, Specify: 0 Leh Slde ❑Right Side 4. SUFFIX OPTIONS (See Model Numbers and Options 0-SP 22 Cage Stainless Steel Housing Section for details.) ❑-SPX 16 Gage Stainless Steel Housing Bowl 0-VP Vinylclad Housing: (Black,galvanized is standard.) C-EG Eneiro•Glaze Colors,Specify: Specify: G Pearl ❑Gray ❑Yellow EI White C Blue 17 Beige ❑ Red Paper Towel Dispensers 0 Tan 0 Orange ❑Silver ❑ Pearl 0 Green (Not available with Compact Sprayhead.) ❑-FG A Gage Bowl(16 Gage is standard) ❑JDA Adapter for Towel Dispenser by Others Sprayhead ❑-TM C or Multi-Fold Paper Towel Dispenser O-TS Single-Fold Paper Towel Dispenser 0-CS Compact Sprayhead(9"dia,x 4"high) Other Options Backsplash ❑-BB Drinking Bubbler C-BD Drilled to Customer Specifications Specify: L7 Leh Side 0 Right Side O Leh 3.Right Side 0—CS Column Braced to Backsplash O-BM Furnished with Mixing Faucet Built-In Gravity Type Soap System Specify: O Leh Side O Right Side (Not available with Compact Sprayhead.) ❑ -Cit Copper Tube Riser 0-DL Lather Soap Dispenser ❑ -IH 26"junior Rim Height ❑-DM Metering Liquid Soap Dispenser 0-PL lush-Lok on Hand Pushbutton CC-DP Metering Powder Soap Dispenser 0-SDA Adapter for Soap Dispenser by Others O-DV Viscous Lotion Soap Dispenser C-WP Wall Plate for Fixture Support C-WW Non-Sectional Control ,`t, 3g" ,• --- — 30 , J�\I I1 &D .4 W'M I _ --- ' I 177 DStmm t, _. ( Y 111Dmm ti3 m 571 MM --- Hand Operated Model Foot Operated Model With Optional Compact Sprayhead Shown. With Stan-lard Sprayhead Shown. All models have a 1.1/2" OD x 4" tailpiece, Wall reinforcing, Important: InstallrUon Instructions and current rough-in wall and floor fasteners, and P-trap (when required) are dimensions are furnished with each fixture. Do not rough-in furnished by others, without certified dimensions. Selection Summary Approved for Manufacturing Model Number d Options _ Company rifle Quantity Signature Date Dlmtntlon4 are whiad to manutacturer't totennce of plus or rttinut 1/4• s•,d change wilhout nollce. Acorn assumes no rnponsibitlty for re or void or supe.trded data. COpyNght tyy! Aran Engimm,ing Company W-34 . G 1C 7l'l��9Z C-ONSTRUC'nON CHANGE DIRECTIVE NO. 5 LANDMARK:-CRD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.F. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 9,1665 Phone: (206) 574-7019 June 30, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those. portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 38, Storage Building Plats, Elevations & Details, modify thuL: Add metal roofing and revised structural support at Storage Buildbg and Tank Farm. Sheet no. 38 reissued with this Change Directive, revision 1, 6-6-92. Item no. 2 - Sl-feet no. 39, Storage Building Elevations & Details, new shtet issued with this Change Directive. ELECTRICAL DRAWINGS: Item no. 1 - Sheets no. E 1, E5 & E 10, modify thus: See attached letter from James D. Graham & Associates, dated June 24, 1992. Item no. 2 - Electrical to Tank Farm, ADA Required Restroorrr. See attached letter from James D. Graham & ,associates, dated June 29, 1992. FND OF CONSTRUCTION CHANGE_ F)IRFCI IVC NO. 5 i- DISTRIBUTION. V) Jim Corliss, Landmark Ford Frank Adams Dale Durdel, R&H Construction Co. Greg Mockford, R&I I Construction Co. \.A./eq Zicker, David Newton ,associates � me J. f cru Hill Herry, W.G. Berry Stnictuml FnginPFr, t� Larry Grins, Paraclete v "',.Yt1VF . Tom F'ridP, Graham & Associates CN Jim Jaqua, City of Tigard Q�. Mark Haddlx, Marx -()kut� & Associates OF ( James D. Graham & Associates, Inc. Consulting Engineers Jaynes D.Graham 2121 SW Broadway Dr.Suite 310 J.Wesley Birch Portland.Oregon 97201 Thomas W.Pride Fax(503)227-0036 (503)241-1993 June 24, 1992 Ms. Kathy Bevis Archftpcts Associative 8515-b Hazel Dell Ave. Vancouver, WA 98665 Project: Landmark Fore: Subject: Revisions to Electrical Drawings Dear Kathy: Please note the following revisions to the Electrical Plans: Sheet E1: 1. Provide 3/4"conduit with puil string from Fire Alarm panel in Poom 124. Route to sprinkler vault In South-Ei.st corner of lot (see enclosed sheet for detailed description of location). Fire alarm system with flow and tamper switches to be prc•lIded and tested by others. 2. Mount (1) fixture Type "R" at 10'-0" on Storage Building. Please locate fixture south of double doors, above mechanical louver. Attach to circuit"B2"-38 serving other type"R"fixtures mounted on north side of Service Building. 3. Add (2) 8 foot fixtures Type "P" to Storage 3uilding. Locate lighting and switch as appropriate. Circuit lighting to"A2"-7 Sheet E5: 1. Replace fixture Type"F"In Foreman's Room III on Sheet E5 with fixture Type"G". 2. Find enclosed a sheet showing exit sign locations for corridor#103. Sheet E 10: 1. Revise fixture Type"J"to read as follows: R "J" Wraparound fluorescent fixture, surface mounted on ceiling. 120 Volt. Steel housing, white enamel finish. #12 pattern 0.156"acrylic, prismatic diffuser. Advance HPF ballast. _, Rated for low density ceilir -. Two T8 rapid start lamps. With self-contained emergency �, lighting. LD Lfthonia SC240A-120-OCT-EL J Provide fixtures Type"J"at all stairways. Locate fixture and circuit as appropriate. Ms. Kathy Bevis June 24, 1992 Page 2. Please call if you have any uestions. C.1 nce ely, Gary A. Le/Nis GI_/sc 90052 seas t n J 7 .1 J �I i i r � -�-llt�ilXIt r „XII i 7-1 i l; I J f� I S�r2!!j•:fir I�— v1A.0 /'�V�• 10 2A,VT / r Er Zoo / . .: i' Jillz ::::::moi 2?/ i i James D. Graham & Associates, Inc. Consulting Engineers Jamas D.GrAhBirch m 2121 SW BroadwayDr„Suite 310 J. orna.,y Birch Portland,Oregon 97201 Thomas W.Pride 9 Fax(503)227.0038 (503)241.1893 Juno 29, 1992 Ms. Kathy Bevis Architects Associative 8515-0 Hazel Dell Ave, Vancouver,WA 98665 I Project: Landmark Ford Subject: Electrical to Tank Farm,ADA Required Restroom Dear Kathy: Please note the following revlslons to the Eloctrical Plans: 1, Provide (4) a foot fixtures type "P" with cold-weather ballasts at Tank Farm. Locate lighting And switch as appropriate, Circuit Iighting to"A1'•62. 2. Provide (1) weatherproof duplex receptacle mounted on the wall at entrance to Tank Farm. Clrcult to"A1"-64, 3. Refer to enclosed drawing for revision to Toilet Rooms. Please call If you have any questions. Slnc rely, , Gary A. ovk, GLjsc c- 90052 029n n_ H Cz LL) J N� Lin 43 I L,... l 00, O� I W 4 CONSTRUCTION CHANGE DIRECTIVE. Nu. u LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 5747019 July 7, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 2.1, Fencing Plan, modify thus: a.) Delete new chain link fencing along north property line and on Existing Land- mark Ford site. revision 1, dated 6-16-92. b.) At sliding gate, north of Service/Parts BL!iiding, add (2) bollards, detail refer- erx:e 3/3, add barrier gate with 16-0" arm, Federal APD Model 500, as per attached manufacturer's information, revision 1, dated 6-16-92. Add note- "Provide pin at paving to secure sliding gate at half open position", revision 2, dated 7-7-92. c.) At north end of existing chain link fencing located along west property line, add note: "Tie new fencing into existing", add dimension of �W-0" + from tie-in point south to new opening in existing chain link fencing and add note: `Verify to align with new sidewalk", at new opening in fence add note: "New opening for W-O" gate at existing fence", revision 1, dated 6-16-92. END OF CONSTRUCTION CHANGE DIRECTIVE NO. 6 a DISTRIBUTION. Jim Corliss, Landmark Ford > Frank Adams ��'�, ~ nale Durdel, R&H Construction Co. Greg Mockford, R&H Construction Co. V r t t > Jim Jaqua, City of Tigard bac c�l. McKINNE Mark Haddix, Marx -Okubo & Associates - LL, i VANM OF a0, FiFEDERAL APD FCdcral Si�n�.C�rtu7rrtt.rin Model 500 Industrial Barrier Gate FEATURES ❑ Five second complete cycle operation ❑ Rugged wishbone (A frame) gate arm ❑ Heavy duty 1/3 HP motor ❑ Durable housing with baked enamel finish •�' withstands the harshest environments ❑ Heavy duty self-aligning ball bearings ❑ Keyed and bolted harmonic crank ❑ Permanently lubricated gear reducer ❑ Adjustable counterweights ❑ Removable full.size.cover and door `OPTIONS 0 :Flashing gate'arm lights f; ❑ AdditirJnal slave unit controls.roadwayi�' '�:. access from 29 to'411:feet.'++,' �- Thr. Federal APO Model 500 Industrial Barrier The gate arm is driven by a powerful 1/3 HP, Gate provides the industry with a cost-effective, instant reversing motor (115 VAC, 60 hz, single heavy-duty security gate to control roadway ac- phase - unless Otherwise specified) coupled to a cess from 14 to 20 feet. The Model 500 gate harmonic crank type gear train to insure smooth features a 1/3 HP motor, heavy-duty 60:1 single operations. The harmonic crank also assures that reduction gear reducer with keyed output shaft, the gate arm cannot drop below zero degrees or striped wishbone-type gate arm with counter- travel beyond the full 90° vertical position. weights and optional flashing lights. Designed for industrial applications, the Model FAST, DURABLE PERFORMANCE 500 Industrial '3arrier Gate is ideal for controlling The Model 500 gate has a fast, five second oper- access to plant 3ntrances,warehouses,truck ter- ating time that is normally used in pushbutton minals, ferry terminals, or wherever truck traffic is operations, locally or from a remote location via dominant. The rugged wishbone gate arm pro- intercom or CCTV surveillance. Because of its vides extra strength and rigidity and features ad- unique design,the Model 500 gate can also be set justable counterweights !or perfect balance. up for automated operations with loop detectors, card readers, and other remote control devices. J LD � TYPICAL INSTALLATIONS �',, COMPONENTS 1 tie Model 500 Industrial Barrier ❑ Model 500 Gate Gate prevides rapid throughput to �� ❑ Wishbone-type gate arm plant entrances. warehouses, ter A& �`., ❑ Counterweights minals.or any other location where rl Flashing lights(optional) truck traffic is dominanl. MODEL 500 BARRIER GATE SPECIFICATIONS OPERATION shall be adjustable from 14 lc ?0 foot lengths and The Federal APD Model 500 Industrial Barrier shall be striped with 45° angle black and white Gate may be activated by pushbutton control or markings with a 12 inch center. The gate arm shall other access device, either locally or from a re- have an adjustable counterweight to assure per- mote location. fect balance and to reduce wear and tear. CONSTRUCTION ELECTRICAL The Model 500 Gate Industrial Barrier Gate shall Electrical supply to the Model 500 Industrial be constructed of 13 gauge,cold-rolled steel with Barrier Gate shall be 115 VAC, 60 Hz, at 15 Amp. continuously welded exterior seams. The outer A 15 Amp thermal overload circuit breaker shall be coating shall be finished in Beta Yellow F63Y8 used to protect the electrical system. The Model Polane for maximum visibility and safety. The 500 Gate shall incorporate a 115 VAC and a 30 Model 500 shall have a gasketed,removable door Amp contact Form C motor relay. A connection and removable cover. box shall be provided for all wiring connections The Model 500 Gate shall have a permanently and a convenience outlet of 115 VAC, 15 Amp lubricated gear reducer with synthetic lubricant shall be provided for use of small, on-site hand and shall provide heavy duty, self aligning ball tools. A 250 watt heater with control switch and bearings for the connecting rod. thermostat shall be provided. The Model 500 Industrial Barrier Gate shall be DIMENSIONS equipped with a switch for gate power on/off. The Model 500 Industrial Barrier Gate housing shall be 41 inches high by 13 inches deep by 2.0 OPTIONS inches wide and equipped with a flange arm height Special colors for housing or striping, of 36 inches so as to prevent compact or sub- reflectorized gate arm striping,and gate arm lights ) compact type vehicles from passing under the arm shall be available for the Model 500 Industrial when in the closed position. BarrierGate. Flashing gate arm lights shall also be available for facilities requiring a high level of gate MECHANICAL arm visibility. The federal APD Model 500 Industrial Barrier An optional hand crank assembly for manual Gate shall be equipped with a 1/3 HP, 115 VAC, operation with power disconnect switch shall be single phase, instant reversing motor connected available. to a harmonic crank type gear train. The harmonic crank shall be welded to the shaft of a 60:1 single reduction speed reducer to guar- antee gate at m travel of only 900. The motor shall be mounted on a resilient base with the motor coupled to the gear reducer by V-belt. The operating time shall be five seconds from vertical position to horizontal position. " The Model 500 gate arm shall be constructed of �- wood shaped in a wishbone fashion. The gate arm LO W roNoFEDERAL APD Distributed by: Federal Signal curporation 24700 Crestview Couh 0 ACE SPECIALTIES,INC. Farmington Hills•Michigan•48335 9210 NX-COLUWW BLVD. 9 PORTLAND,OREGON tr218 313/477.2700 • 800/521.9330 PORTLAND A1C 5012m,4no Facsimile:3131477-0742 TOLL FREE 1-900-WJ ITM7 MKv 3'91 CO CONSTRUCTION CHANGE DIRECTIVE NO.7 LANDMARK FORD ARCHITECTS: Servi.e/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12U1?Ci S.W. 66th Avenue, 8515-B N.E. Hazel Dell Ave. Tig;,-d, Oregon Vancouver, WA 98665 Phone: (206) 574-7U19 July 13, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract DocLImentS to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 10, Main Floor Plan (Sector B), modify thus: a.) Revise dimensions and room configurations at Toilet rooms no. 131 & 132 as shown on attached revised drawing 1/33, Revision 1. b.) Revise dimensions and wall configurations at Toilet room no. 111 & Corr. 112 as shown on attached revised drawing 8R/33, Revision 1. Item_no. 2 - Sheet no. 12, Second Floor Plan (Sector B), modify thus: West wall of Lunch room no. 201, on grid C, to be moved 1'-0" east, as shown on attached revised Partial Second Floor Plan. Item no. 3 - Sheet no. 33, Enlarged Plans & Interior Elevations, modify thus: a.) Revised Men 132 &Women 131 Plan 1/33 issued with this change directive. b.) Revised Toilet Room Plans 8R/33 issued W'.h this change directive. Item noo.4 - Sheet no. 37. Paving Plan, modify thus: Revised Partial Paving Plan, Revision 1, dated 7-13-92, (extending concrete apron from building to retaining wall, revised C.J. locations and revised slab thickness and reinforcing) issued with this change directive. STRUCTURAL DRAWINGS: Item no. 1 - Sheet no. S4, Retaining Wall Plan, modify thus: Revisions to Retaining Wall Plan (extervling concrete apron from building to re- taining wall) issued with this change directive. LLIJ List of Attachments to Change Directive No. 7: Drawing no. Title Revision_ _no_ . 12 PARTAIL UPPER FLOOR PLAN SECTOR (B) 1133 MEN 132 WOMEN 131 PLAN 1 8R/33 TOILET ROOOM PI.1NS 1 37 PARTIAL PAVING PLAN 1 S4 RETAINING WALL PIAN 1 END OF CONSTRUCTION CHANGE DIRECTIVE NO. 7 C6 r v JACK I. Mc,KINIIE C�� ti &� CO R.WF. ,.. OFo DISTRIBUTION: Jim Corliss, Landmark Ford Frank Adams Dale Durdel, R&H Construction Co. Greg Mockford, R&H Construction Co. Bill Berry, W.G. Berry Structural Engineers Larry Grimes, Paraclete Tom Pride, James Graharn & Associates Jim Jaqua, City of Tigard Mark Haddix, Marx -Okubo & Associates Wes Zi.cker, Dvid Newton Associates -- � slim k _ _ ' r Sim LUNCH 4 HOUR WALL 1�071 51-011 s • +� Z • i'!t�• a'q?��I�ili�li�1 • Sim - sAic, �► �i!f . 1 N. 1 • 11 1 • 1 116 •. q;)2 --- 81--811 �J61-61, CE� PLASTIC GRAB _LAMINATE o EAR COUNT FR T:P.D. ��1'. TOWEL ! i P.hPER H.C. L 3PE24CER -_STALL ' 3 . VVOM. 5<1&D 131 5,•On _ , c r-0" 31 PLASTIC GItA� I V. + LAMINATE. BAR COUNTER i URIN L T.P.D. r'�TCiW !QA PAPER 11 c33' DTSPENCER _- ST ALLY � Q / MEN •� 6 7 i 132 � 33 32 a J � MEN132 �V4M�N 131 PLAN 33 1/4^r1 - NOTE: SEE FOR TOIIET ROC" ACCESSORY &.HITU E.NY?UH'= if I=. i ERM -SOAP DISPENSER IMATIONS k'lll {l►,RTM 1L . 110E In,p 00 0 E-31 CO Ir � •O cY] \ cr O T / u o �— I a1 H W .- n 1 O r O T Q co 1 I O t ccoococ: C� � r NIA 0-) �o l J \ i ��` II f,—� 110(.—� \Q�-1 z IIL�� •. C a • ---��V SEE, ALSO�sTRuc v - ..-.r_ _-�-__. �.�_�,--__-�� -----tir------J 6 - .•.�_ _,-. �- DRAWINGS AT RETAINING WALL — CONCRETE --' LINE OF ETAINING WALL APRON -- ---— BROOM f FINISH _ 77 p7ol1351-4111 -01'� 3 3� i i 2 SIM SINI — ',, 'W%#4!s. 311 .o c:. : EACH.,WAY TYP AT—��. . C:J. . ' I I =t i 51. L'ONLRETE LAB TV -i f'. QN-,COMF�ACTED FILL' C- - KA 1 DOWEL SLAB INTO BUILDING W/#4's Q 3211 O.C. ! .'\.,_ �•-rte..--.�•-^. SIM CONCRETE APRON i. . '. . BROOM — /• FINISH j SW- PE PER FT. 1- 1, LLJ I - C..J. r I Typ. 2 ; CO : ' �cL f=oo'il�1G PLA-c,.Ev�t✓7.}T --'."�- /�, 1\ 766t, rA I r KFq r� . I . REM to e ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO. 13 LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-8 N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 5747019 July 17, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS Ite_m No._1 - Sheet no. 15, Stairs 130 Plan & Section, modify thus: a.) At 2/15, Stair 130 Plan, add framing for stair landing, per attached marked up drawing. b.) At 3/15, Stair 130 Section, revise framing for stair landing, per attached marked up drawing. STRUCTURAL DRAWINGS Item No. 1 - Details 1, Bracket and 2, Beam Support, Stair Landing Framing, dated 7/16/92, issued with this A.S.I., see attached drawings. END OF ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS NO. 13 DISTRIBUTION- BY- ` Jim Gorliss, Landmark Ford lkathy Die ich Bevis, A.I.A. Frank Adams Dale Durdel, R&H Construction Co. Greg Mocl<lord, R&H Construction Co. Mark Haddix, Marx-Okubo & Associates John Nordling, W.G. Berry Structural Engineers Jim Jaqua, City of Tigard JL1L-'E.-199 09:28 FROM WG BERRY ENGIHEEPS TO APCH ASST , i r LU I i _�- T ii0 iOL = Sd1SI11 1YrIbS (60 I i `I A.S.I. No. 13 Jill 1 JUL-16-1992 09:29 FROM WG BERRY Ef IG 1 hIEERS To NF-'CH ASSOC P.A-3 771 1.1.1 I 4 (10 Lc N co -t , U-%9r- 112- „8-,0 4 J C!7 —�- = --_- -- --- - - I A.S.I. No. 13 ` I I. i 1 i, JUL-16-1992 09:29 FROM WG BERRY ENGINEERS TO ARCH ASSOC P.04 �'�' ��I� ' ' • W.G. BERRY 701 S.E. MILLER ST. SMUCTURAL PORTLAND, OR 97202 � szw '1 ("II�1££RS, IN £NC. 503-231-0717 O Conference Job 2XLp Job No. Date 7 LIR *Rhone Subject *Field With 0 Memo To- * o❑Job Observation Weather Condition Time Distribution By 1 W • ' 1 ��. _. ._; ' : ...... .. v /] � 1 ._... .. _ ._..-...-.-.. • _ f16 i V i ..1. ........_........'.. .... ..... .. X V __ ..._. ro _..... - _.._........_.._.__........_._._..__.3_._.. .. _....• _...._ .._.... _ w 1 _.. S.I. 13 .�...._.._..... .. ............n...-................_ .. ... ._ .......... .. .. .. ............• ...._.... ... 1 JUL-16-1992 09:.51 FROM WG BERRY EIIG I(JEEPS TO ARCH ASSOC P-01 ;, - °V!� BE 701 S,E MILLER ST. PORTLAND, OR 97202 � ;y�{� �` �' } ERY�T RS, INC. r 5A-231-0717 _._.._.._ _._. O Conference Job_ Job No.`11_ 1_Date�'� 7. 0 Phc:ne Subject ❑Field With _ Ci Memo TO � �a 0 Job Observation Weather Condition Time Distribution _ By 1..__r.r....., .. ; ir...r-i ....... _y. _.._._.-_.r..._.....__._..._..._.. •.-.»....._.1.__..__.-..........__._.r_ ......w._»........ _.r... ... .._ ..._..............._._._ 3I(0 + ___. ___................__ ..�....... _____..._._.�._. .......... ............ _.__ ........ _._.... _,_... 4-11 , Cil , .__........ , ..._... ------ A.S.I. No. 13 72n RECEIVED JUL. 2 31992 CONSTRUCTION CHANGE DIRECTIVE NO. 8 COMMIINIit Ucvr.LU1'MLNT LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 5747019 July 20, 1932 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICEIPARTS E3IJILDING ARCHITECTURAL DRAWINGS: Item no..1_ - Sheet no. i5,Stair Plans & Sections, modify thus, as shown on attached detail 3/15, Stair 130 Section: Revised lancing dimension & additional dimensions provided to locate stairs. Item no. 2_. - Sheet no. 30, Main Floor Reflected Ceiling Plan, Sector B, modify thus, as shown on atta(,!*d Partial Main Floor Reflected Ceiling Plan: a.) Change ceiling material in Booker, room no. 129, between grid F and wall at Stairs, room no. 130, from suspended acoustical ceiling to gypsum board soffit at 7'-f)- A.F.F. b.) At Booker, room no. 129, delete two type A fixtures and substitute four 4,pe N fixtures. ELECTRICAL DRAWINGS & SPECIFICATIONS: Item no._1 - Modify Electrical drawings & specifications per attached Fax Transmittal from James D. Graham & Associates, dated July 17, 1992. _ END OF CONSTRUCTION CHANGE DIRECTIVE NO. 8 ' DISTRIBUTION: Jim Corliss, Landmark Forts Frank Adams ,� n Dale Durdel, n&H Construction Co. r Greg Mockford, R&H Construction Co. :�`� Bill Berry, W.G. Berry Structural Engineers Lary Grimes, Pamclete Tom Pride, James Graham &Associates V l L - Jim Jaqua. City of Tigard VAM UVCR, A ti Mark Haddix, Marx-Okubo &Associates ; CONSTRUCTION CHANGE DIRECTIVE NO. 8 771, 10 COQ 14 z g to zz sv =z *NlW 2-ig � U 0 71 cl) <I 0 CY) En cr-, cv co yvv Zr� CY) �2)LO LD LL) -j < f/— . LINE OF CABINET PS 8 i-- GYPSUM BOARD � SOFFIT 7'so -0" A.F.] .SPFNOp O NOTE: VERIFY LOCATIONS OF HVAC SUPPLY & RETURN GRILLES WITH MECHANICAL 1 GYPSUMSO MIT , ARD Oil •1• • y 1 L • � r Y 'tom w . s �' ,,t: '..�: ' L STUCCO/ CONTMOUS OUTSULATIN SOFTIT VENT a FINISH V) m L -' pp• CONSTRUCTION CHANGE _1?_ ► DIRECTIVE NO. 8 PARTIAL MAIN FLOOR RETLECTED CEILING I'LAIJ �-� /� SFI�TOR B ---- -- --- �`� Sl=,, NO. 30 f CONSTRUCTION CHANGE DIRECTIVE NO. 8 FAX i RAN � MITTAL DATE, July 17, 1992 FROM: JAMES D. GRAHAM &ASSOC., INC. 2121 SW BROADWAY SUITE 310 PORTLAND, OREGON 97201 FAX (503) 227-0038 (503) 241-1993 TO: KATHY BEVIS ARCHITECTS ASSOCIATIVE FROM: TOM PRIDE SUBJECT: LANDMARK FORD NUMBER OF PAGES (EXCLUDING COVER SHEET) 0 IF ANY PAGES ARE MISSING, PLEASE CONTACT US IMMEDIATELY KATHY, PLEASE ISSUE THE FOLLOWING ELECTRICAL(",ANGES TO THE PROJECT. 1. THE ALTERNATE TYPE 'D' FIXTURES IN THE PARTS STORAGE TO REPLACE THE 8'SLIMLINE FIXTURES IS APPR DYED. 2. PROVIDE A 1"CONDUIT WITH PULL STRING BETWEEN RENTAL OFFICE #127 AND RECEPTION COUNTER #121. COORDINATE WITH OWNER LOCATION OF J-BOX PRIOR TO ROUGH-IN. 3. DELETE (2) TYPE 'A' FIXTURES ANL PEPLACE WITH (4)TYPE 'N' FIXTURES IN BOOKER #129. REFER TO ARCHITECTURAL DRAWING FOk :OCATION. CONNECT TO CIRCUIT 133-17. , TUAL.ATIN VALLEY' FIRE & RESCUE AND BEAVER.TON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 52F-2469• FAX 526-2538 July 21, 1992 Bob Phillips Phillips Electronics 1110 N.W. Flanders St. Portland , Oregon 97209 Re: Landmark Ford Used Car/Service Bldgs. 12000 S.W. 66th 6090B-142-000/6090B-144-000 Dear Bob: In todav' s mail I received yc,ur bid proposals for alarm protection of the above captioned facilities. The proposals submitted to Kathy Bevis at Architects Associative appears to be acceptable, with the following exceptions: 1 . Three sets of plans need to be submitted to this office for review and approval showing specific placement of devices. 2 . Cut sheets of all devices showing manufacturer ' s specifications shall be submitted with this package, as well as backup battery calculations. 3 . System shall be installed in accordance with either Uniform Fire Code Article 14 and Uniform Fire Code Standard 14-1 or National Fire Protection Association Standard 72 and 7i,Z. 4 . System shall be supervised by a Fire Marshal approved U. L. listed cet,'_ral station. Attached is a list of those stations. r If I can be of any further assistance to you, please feel free to contact me at 526-2502 . L Sincerely, � ar"U/1 J Gene Birchill Deputy Fire Marshal GB:kw cc: Kathy Dietrich Bevis Brad Roast, Building official "Worklr.r"Smoke Detectors Save Lives CONSTRUCTION CHANGE DIRECTIVE NO. 9 LAIVVIV1Ar9KFOf lu Anr t'll rr-CTJ. Sem,ice!Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 August 21, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICEIPARTS BUILDI,:r` MECHANICAL DRAWINGS: Item no. 1 - At Men 1 10, 'v'omen, 111 & Toilet, 146, revise HVAC as shown on attached drawing 8R/33. Item no. 2 - At Parts Storaqe 134 & 2.06, revise HVAC as shown on attached revised Partial floor Plans. ELECT RICAL DRAWINGS: Item--no. 1 - See attached letters dated August 10, 1992 (Change Notice No. 7) and August 19, 1992 from James D. Graham & Associates for revisions to electrical to ac- commodate pneumatic tuba system, parts conveyor and officx: furniture system. END OF CONSTRUCTION CHANGE DIRECTIVI. ND. 9 DISTRIBUTION Jim Corliss,, Landmark Ford Frank Adams Dale Durdel, R&H Constniction Co. Greg Mockford, R&H Construction Co. `r' Tom Kuper, David Newton Associates Bill Berry, W G Berry Struchoral Engineers Larry Grimes, Paraclete, w Tom ride, James Graham & Associates Q0 Jim Jaqua, City of Tigard ;' Mark Haddix, Marx -Okubo &Assor-rates v ILLrl 'f I -u 1 � Alm � M c � Ll co m lei ' u'r'•'� l l d • CHANGE DIRECTIVE N0. 9 CHANGE DIRECTIVE N0. 9 o r •v 1.� if 10 I ci -JI -� d �u P � \ ti J \ CHANGE DIRECTIVE N0. 9 c� r a 30 R 0 _u N � I Alit N ❑ o I 00 r Y � Y u 0 J EO'd l6£1969908 'ON XNA 61:01 03M 26-9 -Gild FAX TRANSMITTAL DATE: August 19, 1;102 FROM: JAMES D. GRAHAM & ASSOC., IN(,. 2121 SW BROADWAY SUITE 310 PORTLAND, OREGON 97201 FAX (503) 227-0030 (503) 241-1993 TO: KATHY BEVIS ARCI IITECTS ASSOCIATIVE FROM: TOM PRIDE SUBJECT: LANDMARK FORD NUMBER OF PACES (EXCLUDING COVER SHEET) 0 IF ANY PAGES ARE MISSING, PLEASE CONTACT US IMMEDIATELY KATHY, PLEASE ISSUE THE FOLLOWING ELECTRICAL CHANGES TO THE PROJECT. 1. REVISE AUGUST IOTII LET-i ER, SHFET E6, ITEM 3 TO READ: "CONVEYOR SYSTEM: CHANGE CONNECTION SHOWN FROM 30A/3P BREAKER TO A 20A/3P BREAKER TO SERVE ZHF' ROLLER BED. At-SO PROVIDE 20A/3P BREAKER TO SERVE 3/4HP, 3 PI LASE MOTOR AND CONNECT TO CIRCUIT 93-26,26,30. STARTERS, START/STOP SWITCHES, PHOTO EYES FURNISHED BY OTHERS, ELECTRIC;, -) INSTALL AND CONNECT. ELECTRICAL TO PROVIDE DISCONNECTS. STAR"r, �i OP SWITCHES AND PHOTO EYES ARE LOCATED AT BOTH TOE' AND DOTTOM OF CONVEYOR. COORDINATE REQUIREMENTS WITH SUPPLIER PRIOR TO ROUGII-IN. REFER TO SHEET E6 AND E7 FOR ITEMS ALREADY IN BUDGL-T." 2. PROVIDE TWO(2) FLUSH IN FLOOR POINTS FOR POWER, DATA AND N COMMUNICATIONS TO OFFICE FURNITURE IN OFFICE #218. PROVIDE F HUDDELL. SFHIES 82588 AND LIOUIDTIGHT FLEX CONNECTION 10 FURNITURE. COORDINATE WITH FURNITURE SUPPLIER FOR LOCATION AND REOUIREMFNTS OF CONNECTIONS. CONNECT COMPLETE TO CIRCUI I S 04 40,42, ' J. REVISE CIRCUITS B4-28,30,34 IN OFFICE #218 10 131-38,40,42. PROVIDE 2OAj 1P BREAKERS. CHANGE DIRECTIVE NO. 9 James D. Graham & Associates, Inc. Consulting Engineers James D,Graham 2.121 SW Broadway Di .Sime 310 J Wesley Bitch Penland.Oregon 97201 Thr-nas W Mioe Fax(503)227-00311 (503)241-1993 August 10, 1992 Kathy Bevis Architects Associative 8515 -B N.E. Hazel Dell Blvd. Vancouver, WA 98665 Project: Landmark Ford Subject: Addition of Pneumatic Tube System and New Conveyor Information Dear Kathy: Please note the following aMfiona io the Electrical Drawings: Sheet E4: 1. Provide (1) weather-proof duplex receptacle at Grid F, 5 to serve Pneumatic Tube System at Write-up area. Coordinate location with equipment supplier prior to rough-in. Provide a 20A circuit breaker and circuit to panel "A1"-68. Sheet E6: 1. Provide (1) duplex receptacle on South wall of Tech Parts to serve Pneumatic Tube System. Coordinate location with equipment supplier prior to rough-in. Provide a 20A circuit breaker circuit to panel "B4"-34. 2. Provide (1) duplex receptacle on East wall of Will Call to serve Pneurnatic Tube System. n Coordinate location with equipment supplier prior to rough-In. Provide a 20A circuit breaker and v� circuit to panel "B4"•36. 3. Conveyor System: Change connection skown from 30A/3P breaker to a 20A/3p breaker to serve 2HP roller bed. Provide starter disconnect and 20A/3P breaker to serve 3/4 HP, 3 phase motor, cicuit to panel "133"-26, 2.8, 30. Lo w J CHANGE DIRECTIVE N0. o I August 10, 1992 Kathy Bevis Page 2 Sheet E7: 1. Provide (1) duplex receptacle at Grid E, 14 to serve Pneumatic Tube System in Storage Area. Coordinate location with each supplier prior to rough-in. Provide a 20A circuit breaker and circuit to panel"t34"-38. If you have any questions, please call our office. Sinc rely, / Lb 6 L Gary Le is GL/if 90052 810jm1 i n I-- N H- c� 111 J ATTACHMENT N0. 10.1 CONSTRUCTION Ci iANGE DIRECTIVE NO. 10 LANDMARK FORD ARCHITECTS: Service/Farts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. -Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 August 21, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 6, Roof Deck Key Plan, reissued with this Change Directive, Re- vision 1, dated 8-21-92, modified thus: a.) Add detail reference 1/6 at grids A & F (typical roof edge detail at parking deck curb). b.) Add S-0" dimension and detail reference 1/6 SIM. at curb a ng grids 1 & B. r.) Add detail 1/6. (J.) Y-0" dimension added at curb on each side of bridge. e.) Change note 2. to read: "Control joints to be tooled minimum 1%4" width x 3/4" depth." f.) Delete all isolation joints, except at gnd 1. g.) Add (1) guard post on each side of bridge at grid 1 & (4) lightpole bases. Item no. 2 - Sheets no. 14 & 15, Roof Plan Sectors A & B, modify thus: Adjust curb configuration as shown by revised Sheet no. 6, Roof Deck Key Pian. Item,no. 3 - Sheet no. 32, Details, modify thus: Detail 3/32, revision 1, issued with this Change Directive. SPECIFICATIONS: Item no. 1 - Section 07100 - Drainage Matting, modify thus: Delete from contrart documents J Item no. 2 - Section 07110 - Waterproofing, modify thus: a.) At 0711 C-01, paragraph B., item 1., change as follows: '....install a waterprrof membrane ct 3M Scotch-dad Deck Co Ming System, wpa;* is glanced design, oder 3M Scotch-glad Brand Rarrier Coatinr,, at concrete topping slat., as specified herein. h.) °t 0?, 10. 02, paragraph A., change as follows: "A. Matr?rials manutactured by 3M: 1 . Scotch-clad barrier coatinq 2171 B/A, Et entire topping slab. tall- L. IVIv V al Nal r\II Il� SkallJ. i "n\/ Zr, cit rtri ra Innsoc nn(I Iwririna 4. 3M accessory materials as required for complete waterproof installation." c.) Delete 07110-02, paragraph B. d.) At C7110-02, paragraph C., change as follows: "Cihe,, materia; iiui manufactured by 3M. 1. Insulation: Closed cell type, 1 1/2" thickness, see Section 07?',0. 2. Backer Rod: Ethafcam by Dow Chemical." e.) At 07116-03, paragraph A., change as follows: Delete last sentence. f.) At 07110-03; paragraph C.. .har>rge item 1. as follows: Add "or above 110 de- gress Faranheit." g.) At 07110-03, paragraph E., change item 3. as follows. "structural concrete shall have a minimum of 3,000_ P.S.I. compressive strength. Change item 4. as follows: "The structural concrete shall be cured by a sodium silicate curing compound approved by the waterproofing manlrfacturer. Delete Items 7. & 8. Change item 9. as follows,- "Concrete ollows:"Concrete shall be cured a minimum of 21 days." h.) At 07110-03, paragraph F., change item 2. to: "Metal surfaces to receive wa- terprrofing shall be primed." i.) At 07110-03, paragraph G rjelete items 1.-6. and substitute the following: "Preparatory work shall be in accordarx;e with manufacturer's written recommendations for Examination and Preparation, see attached 3M Guide Specification." j.) At 07110-03, paragraph H., Delete items 1.-5. and substitute the following: "Membrane installation shall be in arcorriance. with manufacturer's written recommenda- tions for applica"^n and cleaning, see attached 3M Guide Specification." STRUCTURAL DRAWINGS: Item no. 1 - Attached detail at topping slab Control Joint issued with this Char , Direc- tive. FND OF CONSTRUCTION CHANGE DIRECTIVE NO. 10 DISTRIBUTION jjl ,g Jim Corliss, Landmark Ford ` S.- Frank Adams }= Dale Durdel, R&H Construction Co. Ly - 'n Greg Mockford, RRH Construction Co. L JAiat; 1. �,� t Tom Kuper, David Newton Associates Bill Berry, W G Berry Structural Engineers Vl ' Larry Grimes, Paraclet� JVhN . 11'ER, 'Jhir. j c a Tom Pride, Jamas Graham A Associates Jim Jaqua, city of Tigard ,1�, J Mark Haddix, Marx -Okubo R Associates 0V 1� -- -Rage 2 of 2 WALL M'AL 8" WIDE X 18" X 17" HIGH GALV. MEI'. COLLECTOR BOX CONC. CURB SOLDER ALL JOINTS. ; BEYOND 7A CONCRETE TOPPING SLAB ROOFING I I MEMBRANE 00 I OVERFLOW - _ ! RIGID PLAZA DECK INSULATION _ 2X4 P.T. PLATE � fAL FLASHING I(SHOP PRIMED) o 00 ADHERE ELASTOMARIC SHEETING W/ SHEETING BOND & MECH. FASTEN TO VERT.. SURFACE ROOFING rv04BRAIJE o• p o �p p ° ' METAL FLASHING ' I CLOSED CELL 2 •TLA v� JOINT BACKING L-STRUCTURAL SLAB / �J ui Lo / `" I NOTE: CONTRACTOR'S OPTION - - - - PROVIDE WATERTIGHT SHEET METAL AT SCUPPER BOX IN LIEU OF ELASTOMERIC �� •-- --. — ��— SHEETING AS SHOWN. n Guide Specification Scotch-Clad"" Deck Coating Systems SECTION 07576 VEHICULAR TRAFFIC COATINGS PART1 GENERAL 1.01 SECTION INCLUDES A. Liquid applied vehicular Uaffic coating system applied to concrete, metal and masonry surfaces. 1.02 RELATED SECTIONS A. Section [__ _): Parking and Traffic Control Markings B. Section 03300: Cast-in-Place Concrete. C. Section 04300: Unit Masonry System. D. Section 07175: Water Repellent Coatings. E. Section 07611: Custom Sheet Metal Roofing. F. Section 07190: Vapor Retarders. G. Section [_ ): Prefabricated Expansion Joints. H. Section 07900: Joint Sealers. 1.03 REFERENCES A. American Society for Testing and Materials (ASTM). 1. ASTM C 957 - Standard Specification for High Solids Content, Cold Liquid Applied Elastomeric Waterproofing Membrane with Intearn! Wearing Surface. 1.04 SUBMITTALS A. Submit two sample(s) of each coating system(s), applied to 114 inch (6,4 mm) plywood or similar rigid base. B. Submit two copies of manufacturer's literature for all products furnished, including appropriate Material Safety Data Sheets (MSDS) and other safety requirements. C. Submit list of 5 projects similar in nature which have been installed by applicator within last 5 years, identified with project name, location and date. D. Submit copy of "Certificate of License" issued to applicator by manufacturer. R N E. Upon completion of work required by this Section, submit one Maintenance Manual, identified with project name, loc.stion and date,type of coating system applied, and surface to which system was applied, including sketches where necessary. Include recommendations for periodic inspections, care and maintenance. Identify common causes of damage with instructions for temporary patching until permanent repair can be made. F Submit copies of warranty documents. 1.05 QUALITY ASS!IFIANCE A. Applicator: Licensed by manufacturer with minimum 5 years experience in application of product systerns. B. Field Sample: Install sample(s) of product(s) to be applied at project site. Sample shall be representative of installed systern. Sample(s) is(are)to be approved by[architect/engineer][owners representative]. Leave sample at job site for reference during project. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials to job site in sealed, undamaged containers with labels intact and legible, indicating material name, date of manufacture and lot number. B. Store materials indoors or outdoors and covered at temperatures not exceeding 90 deg -ies Fahrenheit (32 degrees Celsius). C. Store drums on sides, store pails inverted. ".07 PROJECT CONDITIONS A. Install materials in accordance with all safety and weather conditions required by manufacturer, or as modified by applicable rules and regulations of local, state and federal authorities having jurisdiction. B. Seal doors,wi9dows,air intakes, elevators and other openings that will allow vapors to migrate into occupied spaces. Inspection of job site by a qualified industrial hygienist before work begins and periodic air monitoring during and after application may be necessary to determine ventilation requirements. C. Ventilate interior and exterior application areas and occupied spaces adjacent to application areas during application and for 8 hours minimum after application or until vapor concentrations are below Permissible Exposure Limits (PEL) listed in manufacturer's 1,ASDS. D. Remove open firas and spark producing equipment from applica}ion area until vapors have dissipated. E. Curing Conditions: 1. Do not apply coating if rain ;s anticipated within a hours of application. 2. Do not apply if air temperatures are lower than 40 degrees Fahrenheit (4 degrees Celsius) (or if temperature is expected to drop below 40 degrees Fahrenheit t4 degrees Celsius) within 24 hours of application) or higher than 110 degrees Fahrenheit (43 degrees Celsius). 3. Cure times specified are based on curing coating at 77degrees Fahrenheit (25degrees Celsius)and 50 percent relative humidity. Lower temperatures and humidity require extended cure. 1.08 WARRANTY A. Upon completion, on a single document, provide a copy of viritten guarantee, from manufacturer and applicator, against defects of materials and workmanship, for a period of 5 years, beginning with date of substantial completion of deck coating system. PART2 PRODUCTS 2.01 MANUFACTURER A. 3M Construction Markets, V Center Bldg. 225-45-08, St. Paul, Minnesota 55144-1000, (612) 733-1140 2.02 MATERIALS A. Scotch-Clad TM Deck Coating with integral aggregate surface, meeting or exceeding requirements of ASTM C 957. N 2.03 ACCESSORIES A. Primers: Scotch-Clad Concrete Primer and Metal Primer. B. Backer Rod: "Ethafoam" by Dow Chemical. cc f . cz Ul C. Sealant: Low modulus, unmodified polyurethane or polysulfide based. J D. Sheet Flashing: 0.05 inch (1,3 mm) thick, precured, commercial grade neoprene. • E. Flashing Reinforcement: Non-woven, uncoated fiberglass mesh. F. Detail Coat: Scotch-Clad Non-Flow Base Coat by 3M applied 20 dry mils (0,51 mm) thick. G. Aggregate: 24 mesh silicon carbide for System LDV or 3M approved silica sand for MDV, HDV 35, HDV 70 or HDV 100. H. Cleaning Agents. Toluene. PART 3 EXECUTION 3.01 EXAMINATION Scotch-Clad Tm Deck Coating Systems may be used under the following conditions if a barrier coating is used as a vapor retarder(see separate data sheet for more information on Scotch-Clad Coating 2171 B/A): On- grade or below grade slabs split slabs with buried membrane, sandwich slabs with insulation, slabs over unvented metal pan. The following conditions must not be coated with Scotch-Clad Deck Coating Systems: A�phalt surfaces or asphalt overlays, suspended pool decks, swimming pools. Concrete must exhibit 3000 psi (20,7 MPa) minimum. Concrete surfaces to be coated must be trowel finished in compliance with ACI 301-84 paragraph 11.7.9 (except that hand troweling is not required), followed by a fine hair brooming, left free of loose particles, a id shall be without ridges, projections, voids and concrete droppings that would be mechanically detrimenta. to coating application or function. I A. Before coating is applied, inspect slab to receive coating. Surface must be free of voids, laitance, loose material on surface, grease, oil, rust and other contaminants which will affect bond of coating. B. Inspect slab for variations in surface finish, joint offsets and other defects that may adversely affect coating application or pe-formance. C. Concrete surfaces must be visibly dry and pass a 4-hour rubber mat test (no condensation) prior to application of coating system. D. Verify that curing methods used for concrete are compatible with requirements for coating system. E. Commencement of coa-'ing installation implies acceptance of slab as suitable to accept coating system. 3.02 PREPARATION A. Protect adjacent surfaces with drop cloths and tape, as needed, to control dust and overspray and to make lines as needed. B. Clean surfaces to rec, :,,e coating materials in accordance with manufacturer's instructions and recommendations. 1. Remove oil and grease with a commercial grade alkaline cleaner; thoroughly rinse and dry. 2. Prepare concrete surfaces oy sandblasting or blast track. Only new concrete (minimum 21 days) may be acid etched with 10 to 15 percent solution of muriatic acid. Flush acid with clean water and allow to dry. C. Sweep, blow or vacuum clean surfaces to be coated. D. Rout or sawcut 1/4 inch by 1/4 inch (6,A nim by 6,4 mm) minimum where system[s] [LDV] [MDVJ [HDV 351 [HDV 70][HDV 100]is to be terminated in a horizontal plane,and cracks exceeding 1/16 inch(1,6 mm)wide. a E. Sealant:Apply sealant, using backer rod as needed,to expansion,control and construction joints and routed cr cracks to be coated. Do not coat joints wider than one inch (2,5 cm). Install a 1/2 inch (1,3 cm) sealant v~i cove at deck projections where projections are structurally and rigidly connected to substrate, such as many types of posts, vents, pipes, stanchions, railings, rigidly connected wall/slab intersections and similar such �- connected items having very limited movement. J c, F. Primer: Prime concrete,masonry and metal following manufacturer's recommendations. Protect sealant from primer spray. LLL) J G. Sheet Flashing: Install a inches (20,3 cm) minimum width of sheet flashing, fully bonded 3 inches (7,6 cm) minimum vertical and horizontal, and unbonded one inch (2,5 cm) minimum vertical and horizontal to locations of potential high movement such as wall/slab intersections which are not structurally and rigidly connected. Do not use precured sheet Trashing over expansion joints in horizontal surfaces. H. Flashing Reinforcement: Install 12 inches (30,5 cm) imbedded in detail coat 2 inches (5,1 cm) wider than flashing reinforcement vertical and horizontal at rigidly connected wall/slab intersections Edit the following paragraph to require detail coating for vertical surfaces higher than 2 inches (5.1 cm). Where water is expected to accumulate due to ponding, snow and ice build-up, excessive splashing,or other regional and project conditions, specify vertical detail coat 2 inches (5,1 cm) higher than anticipated high water exposure line. I. Detail Coat: Apply over preparatory work describQd in paragraphs D, E, F. G, H and cracks under 1116 inch (1,6 mm). Extend detail coat 2 inches (5,1 cm) onto deck on each side. (Extend ___ inches (_ cm) onto vertical surfaces where indicated]. 3.03 APPLICATION A. Base Coat 1. Apply coating material at an average dry film thickness of 25 mils (0,64 mm). Extend coating over detail coating. 2. Allow coaling to cure for 16 hours minimum. B. Light Duty Vehicular System (LDV) 1. Apply top coal material at an average iry film thr.kness of 11 to 12 mils (0,28 min to 0,3 mm) to all areas indicated to receive system LDV. 2. While coating is still fluid, uniformly broadcast aggrogate into coating at 5 pounds per 100 square feet (2,3 kg r)er 10 square meters) of siircon carbide or 6 pounds per 100 square feet (2,9 kq per 10 square meters) of alurninum oxide. Immediately roll to evenly distribute and completely coat aggregate. 3. Allow top coat to cure 48 hours m;nimum before perrritting traffic on surfaces. C. Medium Duty Vehicular System (MDV) 1. Apply intermediate coat material at an average pry film thickness of 35 mils (0,89 mm), including aggregate, to areas indicated to receive MDV. 2. While coating is All fluid, uniformly broadcast aggregate into coating at 100 pounds per 100 square feet (48 kg per 10 square meters). 3. Allow intermediate coat material to cure 16 hours minimum. 4 Remove excess aggregate from, deck surface by sweeping or vacuum, followed by air blast. 5 Apply top coating material at an average dry film thickness of 7 to 10 mils (0,18 mm to 0,25 mm). 6. Allow finished installation to cure for 48 hours rninimurn before permitting traffic 3n surfaces. D. Heavy Duty Vehicular SysterT,s (HDV 3.5, HDV 70, HDV 100) 1 Apr!v intermediate coat material to areas indicated and uniformly broadcast aggregate into coaxing while daring is still fluid as follows.- a. ollows:a. h;nV 35: 45 mils (1,1 rrnm) average dry film thickness, including aggregate, 110 pounds per 100 square feet (53 kg per 10 square meters). b. HDV 70: 60 mils (1,5 mm) average dry film thickness, in,,lr ding aggregate, 130 pounds per 100 square feet (63 kg per 10 square meters). c. HDV 100: 75 mils (1,9 mm) average dry film thickness, including aggregate, 150 pounds per 100 square feet (73 kg per 10 square meters). 2. Allow to cure 16 hours minimum. 3 Remove excess aggregate by sweeping or %acuum, followed by air blast. 4 Apply a top coatinn material at an average dry film thickness of 7 to 10 mils (0,18 mm to 0,25 mm). 5. Allow finished installation to cure 48 hours minimum before permitting traffic on surfaces. 3.04 CLEANING A. Clean stains from adjacent surfaces with appropriate cleaning agents B Remove masking protection, equipment, material, and debris from deck and storage area END OF SECTION J 98.0701-3450-1 (Revised May 1992) Innovation working for yont"' 3M Construction Markets 31A Center Bldg. 2"5-4S-08 St. Paul, MN 55144-1000 1rdCM 1DT1M, 0,4irl"Em"WOMRS"iRUC,T` 04 . ","A ; it, { - -• ra,� r ►' fi 'q�%' ANWrN6 ,�� ENGINEERS`,�INC�jz I 1 Conference Job= �N,/ Vwll— Job No. _--_ Date [ ) Phone Subject f 1 Field With I_; Memo To — f-1 Job Observation Weather Condition – –_ Time Distribution — _ _ By r L Q � �/(� �/-rte�. ,►,.,� CONSTRUCTION CHANGE DIRECTIVE NO. 11 LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 September 17, 1992 The following additio,is to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1_ •• Sheet no. 9, Main Floor Plan, Sector A, modify thus ( items a.-d. per Change Notice No. 3 & 6): a.) Between Write-up rooms no. 101 & 102 and between Write-up rooms no. 102 & 103, add window opening 3'-0" A.F.F., fixed storefront unit with insulated glass, 2'-8" x 2'-8" size, see attached revised Partial Main Floor Plan. b.) Between Write-up rooms no. 104 & 105, between Write-up rooms no. 105 & 106, and between Write-up rooms no. 106 & 107, add window opening 3'-0" A.F.F., fixed storefront unit with insulated glass, 2'-8" x 2'-8" size, see attached revised Partial Main Floor Plan. c.) At all Write-up rooms, move location of window opening on exterior wall of room as shown on attached Partial Main Floor Plan. Opening to be storefront unit with insulated glass, 3'-0" A.F.F., 6'-0" x 4'-2" size. d.) The sill height of interior window openings in Wall Call, 142 will match the ex- terior window openings (3'-4" A.F.F.) and the window locations will be revised as shown on the attached revised Partial Main F ioor Plan. e.) At T.S. columns, delete detail reference 15/35.1 and substitute 18 inch diame- ter concrete cover surrounding T.S. columns to 15'-4' A.F.F. per attached Figure #1 by a W.G. Berry Structural Engineers, dated 6-15-92. V1 Item no. 2 - She .t no. 10, Main Floor Plan, Sector B, modify thus: a.) Delete door no. 114C and substitute doors no. 114D & 114E. See attached Partial Main Floor Plan, Sector B for door locations and revised wall configuration. (Per CD Change Notice No. 5) l: b.) Add vertical sliding window (clear glass) at location shown on attached Partial Main Floor Plan, Soctor B. (Per Change Notice No. 5) c.) Add future window opening at 5-1" north of centerline of wall between Cashier 128 and Rental Office 127. (Per Change Notice No. 5) d.) At Retail Parts 122, change Interior Elevation reference at east wall (back of Parts counter area) from 7/35 to 5/35. (Per Change Notice No. 5) e.) See attached Partial Main Floor Plans for revised Stairs 138, interior elevation references at Office 120, Forman 119, Librarj 116, Will Call 142 & Office 141. Item no. 3 - Sheet no. 10, Main Floor Plan, Sector B, modify thus: a ) See attached Partial Upper Floor Plan for revised Stairs 138. Item_ no. 4 - Sheet no. 13, Stair 130 Section, modify thus (Per Change Notice No. 4): Dimensions revised as shown on attached drawing. Item.no._5 - Sheet no. 16, Room Finish Schedule, modify thus: a.) At Write-Up Room no. 103 Walls, delete note 4. b.) At Teck Pars Room no. 114, add plastic laminate cabinet and countertop ma- terial, factory finish. c.) At Warrant,., Room no. 115, delete plastic laminate at trim. d.) At Office Room no. 117, delete note 22. e.; At Fc Leman Room no. 119, base material to :je 4" rubber base. f.) At all to;wt rooms, base material to be 5" rukber base. Item no. 6 - Sheet no. 17, Door Schedule, modify thus (Per Change Notice No. 5). a.) Delete door no. 114C and substitute doors no. 1'4D & 114E, 3'-0" x 7'-0" opening size, style E, hollow me'Al door with paint finish, hollow metal frame with paint finish, jamb et head detail 5/23, hardware type 10, 3 hr. rated doorframe assembly, closers to be activated by Qlectromagnetic hold open device. b.) Delete sliding door units 101 A, 102A, 103A, 104A, 105A, 106A & 107A (7 total) and substitute at each location a 3-0" x 7'-0" door, hollow metal door & frame with paint finish, style B, head and jamb detail 15/23 Similar, threshold detail 4/23, hardware type 10. Item no. 7 - Sheet no. 24, Wall Section 1/24, modify thus (Per Change Notice No. 6): Lower ceiling area at Retail Parts 122, between grid E and Stairs 135 may be sus- pended gypsum board at 8'-0" A.F.F. in lieu of gypsum board nailed to 2x furring as shown on the construction drawings. Item no�8 - Sheet no. 33, Interior Elevations, modify thus: a.) See attached Interior Elevation 12R/33 Men 110. b.) Delete Interior Elevations 9/33, 10/33 and 11!33. J c.) See attached Toilet Room Plans 8R/33 for interior elevation, references. Item no. 9 - Sheet no. 33.1, Interior Elevations, modify thus: a.) Add attached Interior Elevation 6/33.1 Parts Storage 134 (New drawing). • P age_2_Qt 4 b.) Add attached details 7/33.1 & 8/33.1, removable guardrail details (New draw- ings). Item no. 10 - Sheet no. 35, Interior Elevations, modify thus: a.) Sheet no. 35 reissued with this Change Dir9ctive, revision 1 dated 8-20-92. b.) Add attached Interior Elevation 11 R/35 Office 120 (New drawing). c.) Add attached Interior Elevation 16/35, Will Call 142. (New drawing). d.) Add attached Interior Elevation 17/35, Teck Parts 114. (Change Notice No. 5) e.) Add attached Interior Elevation 18/35, Cashier 128. (Change Notice No. 5) f.) Add attached Interior Elevation 20/35 Toilet 146 (New drawing). g.) Add attached Interior Elevation 21/35 Foreman 119 (New drawing). h.) Add attached Interior Elevation 22/35 Foreman 119 (New drawing). i.) Add attached Interior Elevation 24/35 Library 116 (New drawing). j.) Add attached Interior Elevation 25/35 Library 116 (New drawing). k.) Add attached Interior Elevation 26/35 Library 116 (New drawing). I.) Add attached Interior Elevation 27/35 Library 116 (.Jew drawing). m.) Add attached Interior Elevation 28/35 Office 141 (New drawing). n.) Add attached Interior Elevation 29/35 Office 141 (New drawing). MECHANICAL DRAWINGS: Item_no,_1 - Sheet no. M5, modify thus: PEF-4; Provide a new 24 inch round duct in lieu of the 30 x 18 duct indicated. Duct to run to west side of column E-5 to a 20 inch square drop down column to 12 inches above the floor. ELECTRICAL DRAWINGS: Item no. 1 - Sheets no. E4, E6 & E7, modify thus: See attached letter dated August 10, 1992 from James D. Graham & Associates for revisions to electrical to accommodate pneumatic tube system and parts conveyor. USED CAR SALES BUILDING AHCHIT_ECTURAL DRAWINGS: r ttRM-r10. 1_ - Sheet no. 4, Floor Plan, modify thus: v See attached revised Floor Plan (reduced to 1/8"=V-0") for revised locations of carpet and tile, carpet border locations and location of additional cabinets. Item no. 2 - Sheet no. 18, Interior Elevations, modify thus: a.) Add attached Interior Elevation 20/18 Work Room 105 (New drawing). b.) Acid attached Interior Elevation 2.1/18 Sales Greeter Podium (New drawing): Fuge 3 of 4 Item no. 3 - Sheet no. 16, Roof Plan, modify thus: Add 2'-6" x 3'-0" roof hatch, between grids d and d.4 & grids 6.5 and 7. Provide plywood sheathing at ceiling joists above Women 108. Provide ladder in attic space to roof hatch. SPECIFICATIONS Item no. 1 - Add Pass & Observation Window (Per Change Notice No. 5): See at- tached manufacturer's information on sliding serving window, Nissen Series "C", 15"x30" size. Item no. 2 - Add Bidder Designed Pneumatic Tube System (Per Change Notice No. 6). Item no, - Section 09800 - Carpet, modify thus: Delete carpet pad. Item no. 4 - Section 09900 - Painting, 09900-03 Execution, Paragraph B. Finishing Schedule, modify thus: a.) At item 1c., "EN/2C indicates latex semi-gloss enamel in two coats." b.) At itern 7., "Where scheduled for"Paint" drywall shall receive two (2) coats low_ sheen_or eagshell latex paint." c.) At item 9., "Interior Wood to Stain: ........It is the intent of the Architect to pro- duce a work that will achieve matching color of all the woods to a "medium oak" finish, t_o_;Hatch Wilsonart Golden Oak#7888_-8." d.) At item 11., "Interior Concrete Block to paint (2) coats interior low sheen or eggshell#tet latex ......." END OF CONSTRUCTION CHANGE DIRECTIVE NO. 11 DISTRIBUTION.- Jim Corliss, Landmark Ford Frank Adams W K P hi;1 c�Dale Durdel, R&H Construction Co. � Greg Mockford, R&H Construction Co. VAI�r(��(vE Tom Kuper, David Newton Associates Bill Berry, W.G. Berry Structural Engineers 0��,_. `n Lary Grimes, Paraclete F Tom Pride, James Graham &Associates Jim Jaqua, City of Tigard Mark Haddix, Marx-Okubo &Associates J Page 4 of 4 PLAN SECTOR (A) S CHANGE NOTICE NO. 6 CHANGE DIRECTIVE NO 11� 1(0 00 WRITE UP cv WRITE UP WRITE UP WRITE UP i 104 105' 106 1071"jPN 0. D.S00 A TYP. TUBE TATI N 5'-o" I 51-011 71L 51-0'� 3'—0' 2 -8 ~ 11'„'�'^ �v..-� •ti...j'�....,1'..�.r•"•-ti....r�_ ...••' `` r`�"'"" `.'`........- ...� •-� .1- 11 11 , 1 1 1-0" 141-011 141-0111141-0112 0 4 I 3.5•i � Vi Sim I CANOPY • SEE PAVING PLAN SHEET 37 `,21-011 . 131-4" 141 it 141-01t I� J' 51-011 .._.J" 5'-011 51_811 1 / TYP. 11-411 N I 1 1_411 - WRITE UP WRITE UP )WRITE UP 101 102 n lr1-15-1992 1940 FROM IJG BEF'RY ENGINEERS TO ARCH P.02 W.G. BERRY 701 S.E. MILLER ST. ;EK S'rRUCTURAL PORTLAND, OR 97202 y{lRrj�Y,��.. r:r r +nE1�,.G�l.7i• i. I ,I•. �OVr ��1 .�/Sr�� t ~�„ '��q �.rl� ��1 t3 IIJr Z�Ij?�. -�..' �+' ;` r ,+�, i f-,:r r{tl r _ i :,.• :i r..` t t':1�'7.1..t7 iu}7�.`} tJ�• 11y.,�l1:.': t{?K' k!!4n u!�•_.a!f�i!•trua, !. ,,,. + u r I ::" , .. ,. ., .. � .. ... .. .. t ..,,_L:;'�:lc::..,,•.:a3's_•. ::.t,.�M" 0 Conference Jab__L n—�_.__.__ —___Joh No. Dale Phone Subjects -- O Field With__ -- Memo To�_ �fZ Ll1• SCS tom. -- — -- -- ❑ Job Observation Weather Condition Time Distribution 62-04. �5Ata[1 Ft L.£ --� By—Jo ----�--- �r-�--�c�t� Ga-t''t','h res -� C�4�'�'� tJ��'f1-t�''t�.. .._ • 17 . . _:: sk \ ' U ♦1 � ..__.__._»...__�..._.........._.. . .: ._._..._..�.__ it . _. / —• - C9 0 W _ ,1 r7LUn,c- / ah . ._ CHANGE DIRECTIVE N0. 11 TOTAL P.02 f 1 1 I u •• •R 1 13 • • ar ISI � _� . . qq 1221l t 2 B LEA _NG _ —. (1) HR.. CORK. — --� 10 26 C3�) .r — r — / 2 I I 35 RENT co 127II. 21'-2" 4'-9' �12'-6" c-4 i l l 5 1—1'1 2 T• E CA ET L 35. 1 2 —011 — v' 0 2 G4 — ---- — — — --__=—_—— — — — 2 1 2 AITING 35 D CHILD , OFFICE 23J [2a [1:2 5] I I 121411 121 -811 51-211 --• I 18" REINi'ORC oNcRETE COL SEE STRi r-71TR 2W-1011 23'--611 - V > I cm 42 44 ) � I I � � I � ® I —� CHANGE NOTICE NO. 5 CHANGE DIRECTIVE NO. 11 I PARTIAL MAIN FLOOR PLAN SECTOR (B) SHEET N0. 10 CH0GE DIRECTIVE IVU. 11 l PARTIAL FLOOR PLAN SECTOR B --"SHEET NO. 1( 110-,LZ ,O-,LZ 110 171 „0-. 7 - h �h_� - „0-,OI -„0-,8 19 „0-,Z ;a II -` .:� �- o J O,L. sdOrIS U �( U to • ti co � --cv. •� N d LL T1 J o -P - w , O,L i U \ N LLQ I 1 x i (1 -- —_.. 4 H G. _j 410 „9',1 oa Cl 0 61-011. LIBRA �• • • - ��-�_- -�� a `.'r _fir-„ fes• ''_ — iZ'�� 1' • IIa'�1 � ,j, Imo► • �� Il��l; �Ill�li c►� 1 •' �I �"1 � 12'-0" DOL I . ! I ! I I ! K Typ it I 35. 33. 1IN It `� I 4'-O„ K 4 - - GLAZED OPENING _._ INCLINED T BELT CONVEYOR BY OWNER PFFICq .i UP �-J 4 I — I HANDRAIL-/ 1 �,5 o ..� 35 � G � O WILL CA V. .� 14 2 STORAGEK14 I , :c 4 (0! IT a 5. 26'-8" n v 2MAT 16"0.C`: IC ICE co 77 C-0 !E W SHEET N0. 10 — — PARTIAL MAIN FLOOR PLAN SECTOR H 16'' U. CHANGE DIRECTIVE W. 11 3 A 26'-4" PAPMING DECK- ROOF ABOVE ABOVE VERIFY OPEN TC ; + LOW WALL BELT 1 CONVEY B.O. DN � - I 3 7J�D E - r_ a F- cn I— co c.� PARTIAL UPPER FLOOR PLAN SHEET NO. 12 CHANGE DIRECTIVE NO. 11 CHANGE NOTICE NO. 4 CHANGE DIRECTIVE NO. 11 - a vE 6iJ rnOl-1Z �vtn N ,I z 1 'NIW B-19 -! U w c) w Fi 1� co I Amw N \ vi l PLASTIC LAMINATE COUNTERTOP i 21-011 x 31-011 HINGED COUNTERTOP u ADJUST. ORFf SHELVING / RUBBER BASE 16 WILL CALL �4 35 1/411=11-, �� 3z�► D _ . . LAM. -- � L SLOPED TOP �{ PLASTIC SHELF LAMINATE OP�i q �t CABINET ALL EXPOS FACE FACES P. LAMINATE - RUBBER--- - MONT BASE SIDE BACK SALES GREETER X21 - PODIUM 1/4"=1 '—Un 1� CHANGE DIRECTIVE NO. 11 A-4 Ea rr UF� q O d C w IL6 _ ( ' LL11 I L 110 1 ti IulUT x J - - U,-- O O CD � _I 71 OE- W } � o i 1 � r � o t co co` / U U U U J y 1 1 IIOI-IZ u01-1z uL-i L LL---- r ,l CFA►;(,E DIRECTIVE N0. 11 H � _ � o 0 1 � Jaz 'L cn x � - - 08 claw [!CY')J \� E U,rz � � 41 L PEN0 2 2 2P II C� C'7 d L _ o CHANGE DIRECTIVE N0. 11 J'I RUBBER BASE �.� REMOVEABLE Jill � STEEL RUBBER STAIR GUARDRAIL TREAD VARIES �� (O.D.=1 .9") WOOD TREAD — 21l, MAX' AT 1x WOOD TREAD NOSING - TRIM BOARD �— —— NOTCH AS REQUIRED AT SUPPORT —_ BRACKET WALL MOUNTED I SUPPORT BRACKET FOR GUARDRAIL 4X STAIR -- 1 4'-0" O.C. MAX. STRINGM i M.D.O. PLYWOOD --- 3' SET VER'PICAL PIPES 4" INTO BRACKET 2" � PIPE (I.D.=2.067") — BRACKET MOUNTING FASTENERS BY GUARDRAIL SUPPLIER 7 _ \ 3 3. 3"=1 '-0" TV,- #12 x 3�" SCREWS (4 TOTAL) _ -. i� BRACKET MOUNTING FASTENERS BY / GUARDRAIL SUPPLIER !,X STAIR STRINGER ----WALL MOUNTED M.D.O. PLYWOOD ---- �- _— SUPPORT BRACKET v~, I FOR REMOVEABLE T.S. 4x2x0.188 --- ---- —- -- - - GUARDRAIL _r cc .cam =s= __ PL }x6xol-7 ll (WIDE) 8 33. 3"=, ' CHANGE DIRECTIVE N0. 11 CHANGL• NOTICE NO. 5 CHANGE DIRECTIVE NO. 11 PLASTIC -- 15"x30" VERTICAL LAMINATE ---SLIDING WINDOW COUNTERTOP 110i M EQ. EQ. RUBBER BASE -- 07 TECK PARTS �+a _. 1/4 U►t1�>> PROVIDE FRAMING — —�, �— CASHIER COUNTER FOR FUTURE �I p SEE 41—O",c4'—O" I it 35 OPENING ii li q d 1p TT7 n , u J RUBBER BASE --- — -- (18 CASHIER ? 35; TOILET /�- -- PARTITIONS f - GYPSUM BOARD --PLP,STIC LAMINATE WAINSCOT BEYOND PLASTIC LAMINATE LOCKABLE -- - - — - - - CABINET ADJUSTABLE SHELVING --- �� _ �- -� `y ^' ` � i t i I i � 18-102-18 RUBBER BASE J2---kMEN 1W 3 3 1/4'1=1 '-0" PALSTIC LAMINATE 21-0" x 3'-0" WAINSCOT MIRROR GRAB BAR �--GYPSUM _ _ PLASTIC BOARD-� - LAMINATE LOCKAKE t CABINET ADJUSTABLE Q SHELVING WC CY rL , 17- vi Y H RUBBER BASE 30-102-1 m cm PAPER TOWEL DISP. WASTE RECEPTACLE, �20 TOILET CHANGE DIRECTIVE NO. 11 CONCRETE LETTER SIZE BLOCK �- — -- PLASTIC LAMINATE FILE DRAWERS COUNTERTOP & 1 CABINET FACES \ cv RUBBER BASE 1-'\ FOREMAN �3 1//11=11-011 PLAS`PIC LAMINATE FACES - —" LIGHT GRAY MELAMINE ADQ7USTABLE, -- GYPSUM SHELVING & BOARD BACK a rx N I --RUBBER 72-12—�-- BASE m co LL1 22 FOREMAN 11 35 ; 1411=11-011 CHANGE DIRECTIVE NO. 11 68x15x60 ! 2_ 66 _ . I PLASTIC LAMINATE-- ---- \ FACES LIGHT GRAY -- f�il_;LAtrIIl11:; ADJUSTABLE SHELVING (� _ BACKS I ADJUSTABLE _= _-�� 0 - GYPSUM SHELF ___ __,-�' �` � BOARD ---- BEYOND RUBBER 68x24x36 BASE 23 0FFICE 21 3 5 1/411=1 1-011 EXPOSED - - E- GYPSUM BOARD -- - --EXPOSIED DUCT DUCT LIGHT GRAY _ PLASTIC MELAMINE - ------- - _ LAMIrIATE AD,TUSTABLE FACES SHELVING & -- !- a BACK S - - 2 J RUBBER BASE S EQ•-15-84 Li J (35 4 l-13RARY 1/411=1 1-0.1 CHANGE DIRECTIVE NO. 11 'j,(E�GYPSM4 BOARD -� PLASTIC _ __�� = J -� PLASTIC LAIMINATE LAMINATE 4 - CABINU, P FACES ADJUSTABLE SEILLVING - -- - -- - - �1 F� --- - LIGHT GRAY 1%21, ZINE BEYOND -- �1= _ - _- = ADJUISTABL,E SHELVING & BACKS �I - --RUBBER BASE 2 EQ-15-84 —T- - 1 36-15-84 25 LIBRARY 11 35 1/4"=l 1-011 �-- GYPSUM BOARD —� -, PLASTIC LAMINATE CABINET FACES - --— - - - LIGHT GRAY t4ELAMINE ADJUSTABLE SHELVING - — - & BACKS a — rL V) == v RUBBER 4 BASE _ EQ-15-8/a 32-15-3 -- — - T SHEL NG is ABOVE J //26 LIBRARY -o1/4:35 �1 CHANGE DIRECTIVE NO. 11 L . - - - ---- � GYPSUM - BOARD P1,ASTIC LAMINATE CABINET FACE -- LIGHT GRAY MELAMINE ADJUSTABLE SHELVING & --- X BAcr, RUB131R BASE 36-32-54, 27LIBRARY k1W 35- 1/4'1=1 1-011 ------ CORK BOARD TYPICAL OF (4) PLASTIC LAMINATE PLASTIC LAMINATE DIVIDER PANEL -- -COUN"-ERTOP & TYPICAL OF (4) CABINET FACE SEE 2J1 -- -- -- t-- --- -- _ GYPSUM Z BOARD = /-ADJUSTABLE �I SHELVING r 0 - Opp OPfI RUBBER BASE 15-2.;-30 15-24-30 TYPICAL S -0" - ' -�� - _ 5 -��_. 5 -0" TYPICAL m L w J 28 \ OFFICE 04---- 35 � 1/4"=1 '-0" CHkNGE DIRECTIVE NO. 1 PLASTIC LAMINATE DIVIDER PANEL 12" RADIUS— :I) ----------- PLASTIC LAMINATE CABINET PtJBBER 3ASIE r,r7 OFFICE 14_j _j �2 1/411=1 '-0" PLASTIC LAMINATE DIVIDER PAN SEE OP� Ow 0� PLASTIC LAMINATE C ABINE,7r 15-24-30 TYPICAL --- --RUBBER VERIFY 41-011 VERIFY --- BASE co 20 WORK ROOM CHANGE DIRECTIVE NO. 11 E"o OH U U FQ\ , I z H - C, E. C4 W U x , M m —N n�iE v� J W LLl J �.fA(I�1.`14RI{NSM, . ► ► 1• `rCuq M�G1��YYr,� - ,��-�. ,•FI-2F ,61..)F � 81-dN I y•� V C }---- �- _- - i/ - -— ----- D.S. _. .__.-�._-_...- i_.-- � «'V�■ I 6 or In 3- QQ m R"5 COfiCRF.TE l", +1 IMAM �- I I y -- STORAGE -� 4 a S RW MAT FIT-11 0° COUMN-SF.e - FIP r:". f I SIM 11_ CDI.IIn' �4�R�1Rl�1�f� STRtICi'URAI:� �' -� � �1:.NIT See S.y,�l"iy,tyt e - U•r. '-- STRIMM. 1RAL - — T U f s�, tiSF (AR Q i WALL - 13UILDINU 20 S, logo /1e STRIICIVPAI. ;4 109 I e sln OFFICE ERS 18) WORK ROOM ° o E I. I -- 4-t AMN �I�'f iB © q F.&I. 0 i +D/ 01 05 _ OR _ SIM JAN. 12 q ♦ 4 --- 10'-2 2'-�,� T rI« 6" SINK II Z :a ` ---- - IB ELFrMICAI.I'mm, L.J" . �`•� '- F d'-b" 1 .dA�, _G'-0" fl0 IUE . MDs 21IGFRAME WALT. .I i I AT l `A TTP _i ,, IS - " A.F.F. 1 9 M Ll] r .7 I � -� NOT SIM r \` t I SFE TANK y I I _ a stM r— H , T - J ` I:oulms BOOTH u a S 1, u , rEs BDLE.R1 „ 1- ,I STRUMM - LT-1\ .b. ISIro ` I WOMEA ATFpFIRE EFT. 18 D -- �� U �� q FIRE Eu- �CASIN?,l _ �•: _ r. aaer �' •,• _-_-_ - .} CABINET KAT—.. ovmimr.OF SIMILAR, s I TIN RAL Sff.STAUCT� .� �•• I 1 AL1 TUN Al I �j'1 VV77 " IMN SEE N I ' I I ryl I �•' TILE C � '' �• cRErE•1 C� IRS Up I _r---. � �-- S IJfI /' CONCRETE I —� ♦ C _ 0 1 C2 021 ~` - _ --- STAIRS I D ! I i ppp { SIMILAR \\ IB'�ODNCRFTe COLUMN\ I —COU IM SFf•._ \ "ism rEIIII I IR'•P WNCPFTF, ie i �--_--_..-__--_ �• 3R11?11^•eL � �-'''-�'II COLUI01 i / cp SORCRFTF. MAT ENT v R A L STAIRS uP RNB (1' P I t2!L o175 o , 4At I i ' 3 e - - Bill UTI•INT _ O— 0►� : OUTLfNE OF n I r RWF OVFIUTANO-i \_Prr�F OVERWIC -�-- a �- STRt7 nIRAL RI.OF -- - — cc LLJ 11 2 4 a r o In FLOOR PLAN 1/8"-1•-0" t<NlE1 N0. CHANGE NOTICE NO. 5 / CHANGE DIRECTIVE NO.1; Sliding Serving Windows SERIES "C" WINDOWS-(Without Screens( SERIES "CS" WINDOWS-(With Screens) Vertical sliding serving windows without a -`. Vertical sliding serving windows with a sliding screen for insfallation between mullions. screen for installation between mullions. I FF_ATl1RES EATURES I + 1 i Nylon runners over coiled comprossrnn Nylon runners over coiled compression i /r springs provide smooth operation springs provide smooth operation Y�'t—J'Y Window holds in placed position • Window holds in placed position _ N e_ D ` � I A A I { i A 1 J 1 1 OVERBILL SIZE OYERALL SIZE I SERIES SERVING SERIES SERVING C1. Without Surround With Surround AREA CS Without Su.roun,' With Surround AREA .NO. (A) (e) (A)_(e) SIZE NO. (A) (D) (A) (0) size L 1 C-1224 12"x 24" 1239"x 4X,` 101•'4"x 11 Mh CS•1224 12"x 24" 1234"x 24!(;' 1011"x 11 3A jN 9 I C-3624" 36"x 24" 3639"x 24X," 343'4"x 1139" CS•3624• 36"x 24" 3639"x 24X," 343'4 x 1139' I -------- C-1530 15"x 30" 1539"x 30X," 1334"x 1419" CS-1530 15"x 30" 1539"x 30X,' 133: x 1435'! 0.3630 36"x30" 3639"x30X," 3434"x14_39" CS•3630' 36"x30" 3639"x30X," 343'4x 1435°„ ! C-2436 24"x 36" 1 2439"x 36X,1 22:144110711" CS•2436 24 x 3G" 2435"x 363(," 2234 x 1731",M ' ! 6 C-3636• 36 x 36" 1 3639"x 36)(," 3434"x 1739" CS•3636' 36 x 36 oG39"x 363(," 3434"x 17M.q 1 *Heavy M channel divider for ealre ripldlty-DS glue recommended for these sizes. N ' � l SERIES "D" WINDOWS_/-( Ga Ve ) SERIES "D" WINDOWS-(Horizontal) # I Vertical sliding snrving window for in- Horizontal sliding serving window for stallation betwean mullions,behind a installation between mullions,behind (' wall,stationary glass or into a pocket. r"f a wall,stationary glass or into a poc• W / FEATUPES H ket, z f • Nylor, runners over coiled Com- wpGtASS press,in springs provide smooth lI operation. e Window holds in placed position. I x 1 1 I ( o!°E 1 I I yrs FL,D.elG WIt100W�\ q I OUre,oa ��I� --- -vase J = J accrroN Mme.'- 1" Sf!_T10N AA NO GLASS HERE i y , A 13 LD L LA I --------—_. - L —L 1. SERIES OVERAII SIZE SERVING sER o E lUlp OVERALL litE 1 D Without lurleund With Surround AREA p ARU i NO. (AI lel (A) (e) SIZE NO. WHA W Surround Wnh surround !lz 1 ) ta) (A) IDI 1210-V 12"x 21" 12%"It 29(," 1034"x 10" 3610-H 38'x 10 383Y x 103/16" 17% x V39 1212-V t2"x 25" 1231r x 25X," 103'1"x 1?" 3612-H 38'x 12' 3831'x 12z/ri 18" x t 141' a ' 2418-V 24"It 37" 21 11111 373(," 223!°"x 18" 3618-H 313'x 18' 3839'x 10�/ta" 18" It 1741' i F NOTE:All windows are shown from the Inside looking out. James D. Graham & Associates, Inc. Consulting Engineers J.amos D Grrhnm 212.1 SW Broadway Dr.Suile 310 J Wesley Birch Portland.Orcgon 97201 Thomas W Pride Fax(5J3)227-0038 (503)241-1993 August 10, 1992 Kathy Bevis Architects Associative 8515 - B N.E. Hazel Dell Blvd. Vancouver,WA 98665 Project: Landmark Ford Subject: Addition of Pneumatic Tube System and New Conveyor Information Dear Kathy: Please note the following additions to the Electrical Drawings: Sheet E4: 1. Provide (1) weather-proof duplex receptacle at Grid F, 5 to serve Pneumatic Tube System at Write-up area. Coordinate location with equipment s'ipplier prior to rough-in. Provide a 20A circuit breaker and circuit to panel"Al"-68. Sheet E6: 1. Provide (1) duplex receptacle on South wall of Tech Parts to serve Pneumatic Tube System. Coordinate locatic i with equipment supplier prior to rough-in. Provide a 20A circuit breaker cirr,ult to panel "64"-34. 2 Provide (1) duplex receptacle on East wall of Will Call to serve Pneumatic Tube System. a Coordinate location with equipment supplier prior to rough-In. Provide a 20A circuit breaker and n circuit to panel "64"-36. 3. Conveyor System: Change connection shown from 30A/3P breaker to a 20A/3n breaker to serve 2HP roller bed. Provide starter disconnect and 20A/3P breaker to serva 3/4 lir, 3 phase motor, —� cicuit to panel "B3"-26, 28, 30. Ca M LL1 J CHANGE NOTICE NO. 7 CHANGE DIRNCTIVE NO. 11 August 10, 1992 Kathy Bevis Page 2 Sheet E7: 1. Provide (1) duplex receptacle at Grid E, 14 to serve Pneumatic Tube System in Storage Area. Coordinate location with each supplier prior to rough-in. Provide a 20A circuit breaker and circuit to panel "B4"-38. If you have any questions, please call our office. Sinc rely, `. Lb GL' Gary Le s GL/jf 90052 810imf a z v7 ti C13 CD ili (CONSTRUCTION CHANGE R11RECTIVE NO..12 LANDMARK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 September 18, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over tnose portions of the original Contract Documents to which they apply. CIVIL DRAWINGS: Item no. 1.: - See attached Exhibits C, E, F (Change Notice No. 8) and Section B-B from David J. NeMon Associates for revisions to grading east of Service/Parts Building. Item no. 2.: See attached Exhibits G & H (Change Notice No. 9) from David J. Newton A,-_ iates for revisions to grading between the Service/Parts Building (Exhibit G) and S.W. Franklin Street and at the Inventory parking area (Exhibit H). Architect's Notes: a.) Contractor to verify tree location shown on Exhibit H, at added parking. Notify Architect at once if tree is within area shown to be paved. b.) Revised landscaping configuration between Service/Parts Building and Trash Enclosure is not shown on Exhibit G. See item no. 3., Partial Site Plan, page no. 2 of 3. c.) Contractor to slope landscaping between grids 14 & 17 and E &. G to the exist- ing C.B. rim elev. 282.50. ARCHITECTURAL DRAWINGS: Item no. 1.: See attached Partial Site Plans, pages no. 1 of 3, 2 of 3 and 3 of 3 for nevi. sions to parking lot configuration. Also on page no. 2 of 3, sidewalk width on west side of Service/Parts Building is revised from 5'-0" to 6'-6" and parking stall depth is revised R from 19'-10" to 19'-4". (Change Notice No. 9) L Item no._2.: Revised detail 9/3 (Trash Enclosure Plan) and new detail 17/3 Stair Plan attached. (Change Notice No. 9) J G7 C-7 LL) J Page 1 of 2 ELECTRICAL DRAWINGS: Item no. I.: See attached letter dated September 1, 1992 from James D. Graham t: As- sociates for revisions to electrical at Telephone Closet and exterior sign at Used Car Sales Building. (Change Notice No. 10) Item no. 2.: See attached letter dated September 10, 1992 from James D. Graham & Associates for revisions to sheet no. E2 at Service/Parts Building, for exterior building signs. (Change Notice No. 11) END OF CONSTRUCTION CHANGE DIRECTIVE NO. 12 v 1A J. WKINNIL VA , VR, MAk / OF 00 DISTRIBUTION: Jim Corliss, Landmark Ford Frank Adams Dale Durdel, R&H Construction Co. Greg Mockford, R&H Construction Co. �- Tom Kuper, David Newton Associates n: �— Bill Berry, W.G. Berry Structural Engineers v Larry grimes, Peraclete f— Tom Pride, James Graham & Associates —r Jim Jaqua, City of Tigard Mark Haddix, Marx -Okubo& Associates �l J Page 2 of 2 rL • \4 SZ U 00 V�!'l In ', zo tL� . W uj vtS t( .06'6ZZ ,Zt,L9.66 N - ------,-- rVAN I I • '� •, '� ,ti• ,1• I� .,;�n�.� ►-a s I -.L I I .I• f ► f I I :.•. 1 i i .I '�� a M i �.I `9 a ^� I I � N I 4 ... ..........- N� I to a r \s1, 9 1 io LD 1p 11 .' I111 � Q �' illll ' Illlll ' � ' 1 I W I f to —� -- .— I \ 11111 IIiI � I , I � �• f!�• I I �L I l t l I ' �� \I I P r DAVID J. NEWTON ASSOCIATES, INC. ;r+ee+pro. of 12g1 S.W. 12th Avenue, Suite 400 1 PORTLAND,OREGON 97205 CALCULATED BY nAfE _ (SM)228-7718 CHECKEOBY v- DATE _ SCALE _ fV VA o ......_....................... • , j ....., .... .. ,..... .... !.. .. ...... ..... ...i ... 1 ...... ... .............. .. ... .;.......z.•... i . i�C ... 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RIM: _,].1;, — CHANGE DIRltT ''NCS 12It • �X�-tlL3J"T"' ,w. 66th AVENUE I F_DC'E C;l PAVGMENT r ` --v_-J��_•T- '" SAWN CUT AND REMOVE VIST. A/C A 96 ` N TQ..rid" c o oq' 3 a � * SOrUO ice• Ga N (67 _Z `1 ... .....: ...........:... p .............. VIST. Co • � g T`—_ - — 1 RIM: 291.21 EXIST, CB OWHITF 4'x4" -- - r RIA! 504.00 ire I r.+ .x .. . .... VU io .� kX15T. C.o. - .._... - CUT IN b" PVC PIPE Ir-- ?ROVIDE DRAINAGE T}{ ' '� PLANTER (GROUNT CO NIT11 CURB) I.il J � t•' _ FXIST. Cl_IREIFD ISL4ND O i L� � 7 W� N I Cp C7 O [� Y O\ /P . PLIf 9_�Z l UO 4 j „0- UL �0-iSi D i , /L 10 -c w/ 610- 98i/ / i Y &E-, z ;•.� \\ E'W i w I AaZ 00 Lo 14 0 oz Qr N � \ �• \�`. .121• �%�,--- _ ~� .:�' �/ \\ IL Q� I I � II / \O /mob \� ObJ '::' /j►—�-- IN 7Z o 0 f — _2L_ .� — NI -IAN�H -4 . ............ ............ ........... ... CAi..... - 110-1 LU rn C'q 9,� :1, - E90-1 9 CA0 rm. 0 �j E- 00 PL4 % 0 E- X. Cf) .... ...... ......... ...... to X., X C) Ok AX 10 all" jo z�j WN llo-lz7l p4 cil 10 in iL 00 CO < CO (D \I'Ll 0 I I I I I H f I'-'•'•. ^ r � (117.7 'J \ c \ ^NO `_ -\ W q7 \49�N 229 ' I ••.r cr N i topie, lo Lij Q w 7. I / �» -,OZ �0-�7i�0- .10-18 T1.0 0 , .. - , 90 _— _ / - Os � O o < 00 %- ON / m r4 CL - \\ '- N 33 kodW 04- (_I o NVId SIIS 3TS ) 1 � E- 14 "E- w E_ I to Q 8 x w w --- -- -- _ _ d0'IS c x flcco U O E—, E_ CSI w W v O �" cv cq „0—,Ol. \-- 110-1 110—,8 ' n ' - d0'IS co �• v . �a tic pp � r� co 1 ' Y CHANGE DIRECTIVE N0. 12 a fJ I ' N - H Q ti � V C3' Q� d W Lt I ce x DHy 0 W U] fL q C, ¢: HO V � ( H V R7Ow q 0 O �t U) CIS U) \V J 1 L� J CHANGE: DIRECTIVE N0. 12 James D. Graham & Associates, Inc. Consulting Engineers James D.Graham 2121 SW Broadway Dr..Suite 310 J.Wesley Birch Portland.Oregon 97201 Thomas W.Pride Fax(503)227.0038 (503)241.1993 September 1, 1992 Ms. Kathy Bevis Architects Associative 8515-b NE Hazel Dell Ave. Vancouver,WA 98661 Project: Landmark Ford Subject: Revisions to Electrical Drawings Dear Kathy: Please note the following revision to sheets E8 and E9. Used Car Building - Room 96, Telephone Closet: Provide a porcelain keyless light fixture with 10OW lamp and locate a switch adjacent to door. Connect to circuit "CV-2. Provide a four-plex receptacle adjacent to telephone board and circuit to Panel "C1"-42. Revision to letter dated June 3, 1092; Note 2: Provide a junction box with (3) 20A circuits for sign connection. Coordinate with sign supplier for location and requirements. Circuit to panel "Cl"-28,30,32. If you have any questions, please call. Singer y, � Ga A. Lewis GL/sc qn052 901s CHANGE NOTICE NO. 10 CHANGE DIRECTIVE NO. 12 James D. Graham & Associates, Inc. Consulting Engineers James D.Graham 2121 SW Broadway Dr.,Suite 310 J.Wesley Birch Portland,Oregon 97201 Thomas W.Pride Fax(503)227-0036 (503)241-1993 September 10, 1992 Kathy Bevis Architects Associative 8515-B Hazel Dell Ave. Vancouver, WA 98665 Project: Landmark Ford Subject: Exterior Building Signs Dear Kathy: Please note the following revisions to Sheet E2: 1. Provide junction box for exterio•building sign on West face of Service/Parts Building. Provide (2) 20A/1 P breakers and circuit to Panel "Al - 55, 57. Coordinate exact location with sign supplier prior to rough-in. 2. Provide junction box for exterior building sign on Easi face of Service/Parts Building. Provide (2) 20A11 breakers and circuit to Panel "Al 59, 61. Coordinate exact 'ocation with sign supplier prior to rough-in. If you have any questions, please call Vur office. Sin rely, ',/ CL t~. Gary L GL/jf n 910if 90052 J O 7 .1 J CHANE NOTICE NO. 11 CHANGE DIRECTIVE NO. 12 CONSTR_UC`fl_ON CHANGE DIRECTIVE NO. 13 LANDMARK. FORD ARCHITECTS: Sarvice/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 September 30, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS 'BUILDING ARCHITECTURAL_ DRAWINGS: Item no. 1 - Sheet no. 10, Upper Floor Plan, Sector B, modify thus: a.) At Lunch Room no. 2.01, ojd reference to o iterior elevation 7R/35. b.) Revise Phone/Comp. room no. 217 and add Women Locker room no. 223, as shown on attached Partial Upper Floor Plan, Sector B. Item-no.-2 - Sheet no. 16, Room Finish Schedule, modify thus: Add Women Locker Room no. 223, vinyl the floor, factory finish, 4" rubber base, factory finish, gypsum hoard walls, paint finish, suspended acoustical ceiling, factory fin- ish, 8'-0" ceiling height. Item no. 3 - Sheet no. 17, Door Schedule, modify thus (Per Change Notice No. 5): Add door no. 223/- , T-0" x 6'-8" opening size, style E, wood door with stain finish, hollow metal frame with paint finish, jamb & head detail 21/36, hardware type 10 "A" Se- ries, 20 min. rated doorframe assembly with smoke gasket. Item no. 4 - Sheet no. 31, Upper Floor Reflected Ceiling Plan, modify thus: Revise ceiling at Phone/Comp. room no. 217 and new Women Locker room no. 223, as shown on attached Partial Upper Floor Reflected Ceiling Plan. Item no. 5 - Sheet no. 35, Interior Flevations, modify thus: l, Substitute attached Interior Elevation 7R/35 Lunch 201 in lieu of 7/35. J Page 1 of MECHANICAL DRAWINGS: Item no. 1_: See attached Partial Upper Floor Plan - HVAC (Sheet M-4) for revisions to mechanical at Women's Locker Room and Phone/Computer room. ELECTRICAL DRAWINGS: Item no. 1.: See attached letter dated September 23, 1992 from James D. Graham Associates for revisions to e;cctrical at Women's Locker Room and Phone/Computer room END OF CONSTRUCTION CHANGE DIRECTIVE NO. 13 pir C �. Or I DISTRIBUTION: Jim Corliss, Landmark Ford n Frank Adams Dale Durdel, R&H Construction Co. Greg Mockford, R&H Construction Co. Tom Kuper, David Nemon Associates Bill Bent', W.G Berry Structural Engineers Larry Grimes, Paraclete Tom Pride, James Graham & Associates Jim Jaqua, City of Tigard Mark Haddix, Marx -Okubo & Associates Page 2 of 2 - h I // I LOCKERS �-' - �I - /� —` AIR ---- 5.I BY OWN ' -\ 4M. ---1. - i ffSTA Cv WOM. 214 I� - ) �HR� 3� CL O I~ ---T 5 I -� -- _ _{�Rll�C, I_OCKER� SI1rf 1 4 DEAD FILE - '43 `'� Irl I 1 - " TOI E T STORAGE — rT '_CH. VAO V6 PHONES 1 H r S '– COMP. CO R. =-' o 5 WOM o OFFICE �3 217 I L1� I 27' -0" 12'-61: 61 21 AI _20'-6n I L OFFICE = I I 43'-3" cw 40'-011 00 I TRAINING' 3�n i - — — — — — ----gl}- — — — -- — — — — — - - -- — — LINE OF -- li 5•I BUILDING BELOW , > 18'-011 I 37'-0" N LL J � 311-61, B 231-61, 71- 211 941-011 PARTIAI. UFPE." FLOUR PLAN ' SHEI"T NO. 12 GHAN(,E', DIRECTIVE NO. i 3 D _ATE;GYPSU. _a AT ROOF DE D D . MOI Wc 1/ 1 �YP�UM BOAS L -�J GYP +' BOA _ o MOISTURE, RESIST t LLA SUSPEN - �(,�, i t--ACOUSTICAL,- a CEILING �rr+.�r A_r� ww�• .1't.... _..rr_.M .�1��w r y�rr • u r1 w_. a n. J a� 111 J PARTIAL UPPER FLOOR �G C14) REFLECTED CEILING PLAN PLASTIC ADJUSTABLE LAMINATESHELVING CABINETS E GYPSUM • SIN BOARD 611 PLASTIC— REFRIG. LAMINATE BY OWNER BACKSPLASH N.I.C. PLASTIC LAM1,14ATE COUNTERTOP— --RUBBER BASE 38-36-24 42-36-24 7R INCH 20 3 5,) 1/411=1 1-011 Lo 1� 25S g p lox�o �vv TT na I I 40 � Ma.11J 8-- J .1 J CHANGE DIRECTIVE N0. 13 James D. Graham & Associates, Inc. Consulting Engineers ,lames D.Graham 2121 SW Broadway Dr.,Su,'e 310 J.Wesley Birch Portland,Oregon 97201 Thomas W.Pride Fax(503)227.0038 (503)241.1993 September 23, 1992 Ms. Kathy Bevis Architects Associative 8515-B NE Hazel Dell Blvd Vancouver,WA 98665 Project: LandrnarK Ford Subject: Women's Locker Room Addition Dear Kathy: Please note the following changes to sheet E7: Women's Locker: Locate switc;l adjacent to door and locate receptacle clear of lockers on east wall, coordinate prior to rough-in. Refer to Architectural Plans for exact fixture locations. Phone/Computer: Provide switch adjacent to door. Add (2) receptacles,(1) on south wall and (1) on east wall circuit to"BTA2. Refer to Architectural Plans for exact fixture locations. If you have any questions please call our office. Since I ly, / Gary A. wis ` GL/sc' 90052 923s a Un y t— J LD W CHANGE DIRECTIVE N0. 13 JoB: Landman; Ford JOB MEMORANDUM Service/Parts Building joB#: 9035 DATE: May 29, 1992 WITWFROM: Jim Jaqua/City of Tigard Building Debt. RE: Code requirements for exit doors at Deli &Traming Room We called to clarify requirements for exits from the Deli &Training rooms. Jim has clas- sified the Training room as a classroom. The 800 S.F. Training room has 1 occupant per each 20 S.F. or 40 occupants total. Jim has classified the Deli as an assembly area with less concentrated use. The 300 S.F. Gell has 1 occupant per each 15 S.F. or 20 occupants total. Two exits from a room are only needed If the room occupant load is more than 50. Therefore, only 1 exit door Is required from the Training room and the Deli. a n. i ►— these notes are an Accurate account of the telephone conversation to the best of my knowledge. please contact me if any questions arise or any discrepancies are observed. DISTRIB'1TION: BY: Jim Jaqua, City of Tigard Kathy Dietri h Bevis, A.I.A. Jim Corliss, Landmark Ford ��ChR@Vh JoB. Landmark Ford JOB MEMORANDUM Service/Parts Buildirxo JOB#: 9035 DATE. October 22, 1992 WITH/FROM: Jim Jaqua/City of Tigard Building Dept. RE. Flue location for Waste Oil Heater We called to clarify requirements for locating a wal.;te oll heater flue above the Service canopy, at the 4 hour area seperation wall on grid F, between grids 5 and 7. Jim stated that the area seperation wall only needs to extend 30 inches about the Service canopy roof structure. Therefore, a wall penetration for the flue may be installed at this location, as long as it is a minimum of 30 inches above the Service canopy roof structure and kcpt a minimum of 6 inches away from tht, Upper Floor exterior wall. The exhaust flue must extend at least 2 feet above any point -)f the building within 10 feet. these note;are an accurate arcount of the telephone conversation to the hest of my knowledge. please contact me if any questions arise or any discrepancies are observed. DISTRIBUTION: BY: Jim Jaqua, City of Tigard Kathy Dietri h Bevis, A.I.A. Dale Durdel, R&I-1 Greg Mockford, R&H Frank Adams CONSTRUCMQN CHAINGE DIREG NO. 1 LANDMARK FORD A_R_CHITE_CTS: Se►vice/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancomter, WA 98665 Phone: (206) 5747019 May 12, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern Insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING CIVIL 0 MS; Item no._1 - Sheet no. 1 of 5, Site Grading Plan Modify thus: Revised grading and configuration of retaining wall at parking area north of the Service/Parts Building, Revision 1, dated 5-8-92. ARCHITECTURAL DRAWINGS: Item m 1 - Sheet no. 10, Main Floor Plan (Right Hand), rrxxiify thus: Clarification: D.F. to be provided in Service 108 on grid 8 & In Deli 118, at (,.)ca- tions shown on Plumbing Plan P6. Item no.-2 - Sheet no. 12, Upper Floor Plan (Right Hand), modify thus: a.) Clarification: Wali parallel to grid B, along west side of Stair 137 Is masonry. b.) Add U.F. in Corridor 215, at wall between Men 213 &Women 212. MECHANICAL ORINGS; Item no._1 - Sheet no. P7, modify thus: At 2/P7, Partial Second Floor Plumbing Plan, add DF-2 in Corridor 215, at wall be- iween Mqn 213 &Women 2. ELECT ICAL DRAWINGS. J Item eo,_1 - Sheet no. E10, modify per attached letter fror,, James D. Graham & Assocl- �? ates Inc., dated 3-31-92. Change Pirective no. 1 LANDMARK FORD Pago Q of Q SPE019 vAT10NS Item no. 5 - Section 16050- modify as per attached letter from James D. Graham Inc., dated 3-31-92. END OF CONSTRUCTION CHANGE DIRECTIVE NO. 1 )ACK 1. M/cK�I,�NNEY �VAP�VER,WA��w� I + OF 0 DISTRIBUTION: Jim Corliss, Landmark Ford Frank Adams, Frank Adams Associates a Dale Durdel, R&H Construction Co. Greg Mocklord, R&H Construction Co. V, Bill Eerry, W.G. Berry Structural Engineers Larry Grimes, Paraclete Tom Pride, James Graham & Associates Wes Zlcker, David Newton Associates �' Jim Jaqua, City of Tigard 1 C heir G�/• - - - _ 1 p65 ,1 -H.� \B ' . •�Bx9e0 -_+ _ G i�" "EXIST. STS MM_G ' g,�•�:. _ G 20' 0 G'Y8�000 :90. \ 6 25• PAVEMENT SECTION DGE OF PAVEMENT F - . IE AND REPLACE ;K TRAFFIC PAVEMEN ,OTE 10. ;y0 t tiSg pp �y°� 20 LF TRENCH DRAIN 16 LF 4"PVC STS EXIST. C© _ TO EXIST. CATCH BASIN ►'�' RIM: 284,40 ff r Z- - - z°d 1 Gj U : � .......................... 9tioo. 'N CIN 0� ` •°, ryeA�O ��00 :.. x ........................ - 1 _x. ~ CONC.'SLAB ON 6" OF COMPACTED. •, I ti ®EXIST. C8 3/4" _ AGGREGATE BASE 1 _ RIM: ^284.J0 0" .af x t x 1 TRUCK PARKING 1 PAVEMENT .. � .. ...... A� SECTION .. ........................................ x G ISEE NOTE 10 1 l G 288.80 Xt EXIST. CB -r— VALLEY ..t,....-�•-..._ �,.�� CB 1 RIM:283.3 288.50 ,• II 289 p0 � 2a�hr, r� L `$�l0'\ �%� \��'t�9S Ci `eL 1 F— \�CONC. DRCVFWAY APRON •y' SEE DETAIL tip. L o S.W. 68th AVENUE EXIST. C8 Il' RIM- 287.37 - 1 SITE GRADING PLAN SCALE: 1" = 30' James D. Graham & Associates, Inc. Consulting Engineers Jane,;;D.Graham 212.1 SW Broadway Dr.,Suite 310 J Wesley Birch Portland.Oregon 97201 Thomas W Pride Fax(503)227.0038 (503)241-1993 March 31, 1992 Ms. Kathy Bevis Architects Associative 8515-b NE Hazeldell Ave. Vancouver, WA 98665-8C16 Prolect: Landmark Ford S,.)Ject: Addendum items Dear Kathy: Please note the following items for this addendum: ELECTRICAL_SPECIFICATIONS Item No. 1. Section 16050, 3.1, Item F., modify thus: a. Convenience receptacles 15 inches b. Telephone outlets 15 inches ELECTRICAL DRAWINGS Item No. 1. Sheet No. E10: Provide T8 lamps and ballasts for fixture types"A", "B", "C", "E", "F", "G", "J", "L", "M", "O"and"O". Please note that electronic baiiasts are riot Inauded in this addenda. if Mr. Goriiss wishes ;o use electronic ballasts, there may be an additional rebate from PGE. This will need to be verified with the Utility by the Energy Consultant doing the analysis. H you have any questions, Blease call our office. Since 'Y' 'Gdry A. Le is V GL/sc 90052 331s RECEIVED CONSTRUCTION CHANGE DIRECTIVE NO. 2 MAY `: 19K" A-DA REQUIREMENTSr,UMMUNIIY UEVEI.UPMENI LANDM/'.RK FORD ARCHITECTS: Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. 66th Avenue 8515-B N.E. Hazel Dell Ave. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 May 20, 1992 The following additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS: Item no. 1 - Sheet no. 2, Site Plan modify thus: Add sidewalk from 68th Avenue to the building entrance, see attached Partial Site Plan, revision 1, 5-20-92. Item no. - Sheet no. 3, Exterior Stair Detail &o, modify thus: Change length of handrail extension at bottom of stairs from 1'-0" to 2'-00 . Item _no._,3 - Sheet no. 10, Main Floor Plan (Right Hand), modify thus: a.) All interior stairs to have handralis on each side with handrail extensions at bottom landings of V-11'. b.) At Stair 137, change dimension from grid 13 to first tread from 5'-3"to 6'-0" and change lotion of wall at north end of Stairs as shown on Partial Main Floor Plan attached. c.) Add note 1., at each U.F. "Drinking fourrtain to be mounted so that spout outlet Is no higher than 36 inches A.F.F." item no,.4 - sheet no. 12, Upper Floor Plan (Right Hand), modify thus: a.) At Stair 137, change dimension from grid 13 to south end of masonry wal' from 4'-4"to 5'-0". Change dimension from grid 11 to centerline of wall parallel to grid N 11 from 2" to 2'-2", move inside face of wood frame wall parallel to grid 13, 4'-1" south of grid 13, and change dimension from grid B to outside face of concrete masonry unit wall from 4'.-8"to 6-4" ,,nd to centerline of wall on west side of Corridor. 204 from 4'-6"to 4'-4", as shown on Partial Upper Floor Plan attached. b.) Add note 1., at D.F. "Drinking fountain to be mounted so that spout outlet is no J Change Directive no. 2 LANDMARK FORD Page 2of5 higher than 36 inches A.F.F." (c.) Change north-south dimension at Wom. 212 from 3'-6"to 8'-2". ftM no, 5 - Sheet no. 15, Stair Plans & Sections, modify thus: Provide handrails on each side of Stair 130 & 136 (add continuous inside handrail at Stair 130) with handrail extensions at each bottom landing of 1'-11" in lieu of 1'-40" shown on the drawings. Provide handrail extensions at top landings of 1'-0". Ends of handrail extensions shall be either rounded or return smoothly to floor, wall or post loam no,6 - Sheet no. 15.1, Stair Plans & Sec.bns, modify thus: At each bottom landing of Stair 138 &208, provide handrail extensk)ns of 1'-11" in lieu of dlmE;nslons shown on the drawings. Provides handrail extensions at top landings of 1'-0" in lieu of dimensions shown on the drawings. Ends of handrail extensions shall be either rounded or return smoothly to floor, wall or post qm no. 7 - Sheet no. 15.2, Stair Plans & Sections, modify thus: a.) At each bottom landing of Stair 137, provide handrail extensions of 1'-11" in lieu of dimensions shcrim on the drawings. Provide handrail extensions at top landings of 1'-0" in lieu of dimensions shown on the drawings. Ends of handrail extensions shall be either rounded or return smoothly to floor, wall or post. b.) At 1/15.2,change dimension from grid 13 to first tread from 5'-4"to 6'-0". c.) At 2/15.2, move inside face of wood frame wall shown on grid 13 to 4'-1" south of grid 13. d.) At 3/15.2, add grids 11 and 13, and change dimension from top tread to Inside face of concrete masonry wall from 4'-7"to 4'-4", as shown on attached revised Partial Roof Deck Plan. jWm_no. 8 - Sheet rri. 15.3, Stair pians & Sections, modify thus: a.) At each bottom landing of Stair 113, provide handrail extensions of 1'-11" in lieu of dimensions shown on the drawings. Provide handrail extensions at top landings of 1'-0" in lieu of dimensions shown on the drawings. Ends of handrail extensions shall be either rounded or return smoothly to floor, wall or post. b.) At Stair Plan 4/15.3, provide handrail extensions of 1'-11" on each We at bot- tom landing. Provide handrail . _dension.s at top landing of 1'-0". Ends of handrail ex- tensions shall be either rounded or return smoothly to floor, wall or post. 11tem no. 9 - Sheet no. 15.4, Stair Plans & Sections, modify thus: At bottom landing of Stair 222, provide handrail extension of 1'-11" at inside handrail In lieu of dimension shown on the drawings. Ends of handrail extension shall be either rounded or return smoothly to floor, wall or post. J I Change Directive no. 2 LANDMARK FORD Page 3 of 5 terms_ 10 - Sheet no. 17, Door Schedule, modify thus: a.) At doors no. 101 A, 102A, 103A, 104A, 105a, 106A & 107A, provide recessed sills and change hardware type to 17. b.) At doors no. 121 A & 121 C, add the following remark: "Accessible entrance door." - Sheet no. 33.1, Interior Elevations, modify thus: At 2133.1, change 6'-6"dimension to 8'-2" and add grab bars at water closets in Men 213 &Women 212. Add "note: See 14/33 fol ')Ilet room accessory Mixture mounting heights. Verity soap dispenser locations with Owner." !Jtem no. 12 - Sheet no. 35, Interior Elevations, modify thus: a.) At 2/35, Sales Counter is revised to provide 3'-0" counter height for a 3'-0" section of counter. Revised drawing will be issued at a later date. b.) At&35, Dell cabinet is revised to provide 2'-6 1/2"counter height, with knee space underneath, for a 2'-6" section of counter. Revised drawing will be Issued at a later date. c.) At 14/3.5 & 15/35, Reception Counter revised to provide 3'-0"counter height for 3'-0" at center of counter. Revised drawing will be issued at a later date. i Item no. 12 - Sheet no. 37, Paving Plan, modify thus: Add ramp, detail re,erence 6/3, at (5) locations, as per attached revised Partial Paving Plan, revision 1, &-20-92. USED CAR SALES BUILDING ARCHITECTURAL D AWINGS: Item no.1_ - Sheet no. 2, Site Plan modify thus: a.) Add sidewalk from 68th Avenue to the building entrance, see attached Partial Site Plan, revision 1, 5-20-92. b.) Add detail 1/2, Ramp. 1�e_m no. 2 - Sheet no. 3, Exterior Stair, Detail 13/3, modify thus: Change length of handrail extension at bottom of stairs from 1'-0" to 2'-0". tem no.__3 - Sheet no. 4, Floor Plan, modify thus: a.) Ali exterior stairs (4 locations) to have handrail extensions on each side at bot- tom landings of 2'-0" and at top landings of 1'-0" minimum. b.) At doors 7o. 101A & 101 B, move hinge side of door to butt up against T.S. column on grid b, with relfte panel between latch side of door and T.S. column on grid a in lieu of centering door between columns as shown. c.) At exterior stairs between grids e & f, at grid 6, increase width dimension from Change Directive no. 2 LANDMARK FORD Page 4 of 5 centerline of exterior wall on grid 6 to outside face of concrete block from 5'-4"to 6'-0". d.) Add note 1., at D.F. "Drinking fountain to be mounted so that spout outlet is no higher than 36 inches A.F.F." jVm no. 4 - Sheet no. 5, modify thus: a.) Door Schedule: At doors no. 101A, 101B & 107A, add the following remark: "Accessible entrance door." b.) Clarification re: Door Styles - Aluminum relite door shown as Style 1=to be provided where Style A shown on Door Schedule, flush door shown as Style E to be provided where Style B shown on Door Schedule, and door with r©lite sho,vn as Style B to be provided where Style shown on Door Schedule SPECIFICATIONS Item no. 1 - Add new Section 02510 - Cor—.tete Walk Paving 02510-01 GENERAL A. Scope: This section covers the work required for special concrete paving pattem at cast in place concrete walks. 02510-02 PRODUCTS A. Bomacron colored, imprinted and textured cast-In-place concrete !n FisFr,cale-Belgian Block panarn or Ar,-iltect approved substitution, as required to meet Section 4.29 Detectable VVamings Division of the A.D.A. Rules & Regulations. B. Concrete Mix Design: V e concrete shall have minimum compres- sive strength of 3,500 p.s.i. Portland cement shall conform to ASTM C150, Type i, ii or V, depending on soil conditions. Cement color shall be white. Aggregates shall conform to ASTM C33. Mbdrg water shall be fresh, clean and potable. No admixtures containing cak:ium chloride are permitted. C. Slab thickness shall be 4 inches minimum. a D. Provide color hardener and release agent per manufacturer's recommendations. J E. Provide reinforcing steel as specified in Section 03010. LL1 J Change Directive no. 2 LANDMARK FORD Page 5 of 5 02510-03 EXECUTION A. Patching, Cleaning & Curing of concrete as specified in Section 03010. B. Contractor shall submit proposed Control Joint locations to the Architect for approval prior to pouring of slab. Item nQ2_ - Section 06400 - Aluminum Doors & Storefront System, modify thus: At 08400-02 Products, at paragraph 1, add the following: "(J). Accessible En-- trance rytrance Doors: A doors required to bo, accessible ur so marked on"Door Schedule", provide 10" height kickplates. Provia4 door pressures as follows: Exterior hinged 8&-1/2 lbs. maximum, Interior hinged 5 IIs. maximum." item no. 3 - 6ection 08700 - Finish Hardv-are, modify thus: a.) At(X3700-05 Locks & Dcw1cc,;, all locks to be Schlage type aD", unless other- wise noted, Olympiad design". PDQ accepted as substitution for Schlage, lever design to be selected by Architect. b.) At 08700-10 Hardware Schedule, add the following: Symbol: 17., Lock& De- vices: Dead latch type by aluminum manufacturer. Remarks: Color anadized cylinders by hardware supplier. Item nu. 4 - Section 10426 - Signage & Graphics, modify thus: a.) At 10426-02 Products, paragraph C., add the following: "At uAterior doors not designated on the Door Schedule as accessible entrance doors, provide directional signage whK;h indicates the location of the nearest accessible entrance." b.) At 10426-02 Products, add paragraph: "D. Accessible signage: signage for exterior entrance doors to meet Sections 4.30.1, 4.30.2, 4.30.3, 4.30.5 &4.3G.6 of the Signage Division of the A.D.A. Rules & Regulations. Signage for toilet rooms to meet Sections 4.30.1, 4.30.4, 4.30.5 & 4.30.6 of the Signage Division of the A.D.A. Rules & Regulations. See attached Code excerpt. END OF CONSTRUCTION CHANGE DIRECTIVE NO. 2 DISTRIBUTION: H Jim Corliss, Landmark Ford � D �ii Frank Adams A Dale Durdel, R&H Construction Co. V J -� Greg Mockford, R&H Construction Co. 16CK J McKINN.-Y c Wes 7_icker, David Newton Asr"iates Bill Berry, W.G. 133rry Structural Engineers AN - R;WA, Larry Grimes, Paraclete , J "Tom PrldA, James Graham & Associates O , ,Jim Jaqua, City of Tigard t .Nr a: I a [n ZVI . (- \, i� '`� // • �.' Vic:;:;::•• � � a a, j � . r a / o \ zLr I ` I ) / / 4 w U zLL m / c1 k > 00 \ Y OC t4 (p oil U3. P4 4. izt It0Ott I / acal' „0- 99i/ 1;-� Z gal LdLJO 00 W. \ � �� ` \ I \^ • - iii `` ---- � / \ �\ 0 HOZ / \\ \\\\— — ` —� 1 I ,�/�,•�•• yam.!'.- � �� / \\� pn --1- \\ �tv A.J' _ ATE: 5-20 1 I Fob I1 I� 4— J T FA' KT Ile ON II 13 u i � DATE: 5-20-52 �i�cl``�I i ►� �'-'r-°c -� --.� O 1 F-T Lr\ P� zHW r OE-,QEnO a cn (14 w CO 7t C? ul. ° .tt* 'i r i � } V. P4 ,L3 I id n ad rl O H co N Lo U wO tlI i a124 C Z ZO y o49 \ `"` �• a DATE: 5-20-92 U9 Ell LA U / \ \ \ / \\ 2=71- US H a � Q z a 00 E- 94 / z / Hwo p / ci r - o a- o ¢ cC� z CL fil LD w z / op U, / ivy; C/O) / jo xcrlot JOS cn CD �.. W J �i I J / d� ::�:::::: uj LR ::>::; cn D � a I _ 0 CO I :a:'" L._ H H •- -SZE 0-101 zw 0 o o � C-) U) ......... . .... 0z U) w to cnC704 E-1 � cc ir H U) H > F-4 / / pCtC p, a H W Q.Aenv) IW DATE: 5-20-92 �►Mk•► ��.�� .��•►��,�ice,. 1 " i i�'TAL PIPE RAIL PRIME & PAINT E N/2C Cov.tion 0 0 t 1;1" 12 min min PROVIDE SLEEVE; I E AT EA. VERT.TCAL (VERTICALS MAX. 8'-011 O.C. SEEI', cur 1 RAMP N.T.S. a n_ H J H 111 J Federal Register / Vol. 56, Nr,. 144 / Friday, July 26, 1991 / Rules and Regulations 35659 4.29 Detectable Warnings 4.29 Detectable Warnings. 4.30.3 Character Height. Charucterz and numbers art stgns shall be sized according to 4.29.1 General. Detectable warnings required the viewing distance from which they are to by 4.1 and 4.7 shall comply with 4.29. he read. The minimum height is measured using an upper case X. Gouxer case characters are 4.29.2• Detectable Warnings on W&Udng permitted. Surfaces. Detectable warnings shall consist of raised truncated dames t-L",a diameter of Height Above Minimum nominal 0.9 in(23 mm), a height v(nomtnal Finished Floor Character Height 0.2 in(5 rand and a center-tu-center spacing of - no i na.2.35 in(60 mm)and shall contrast ""speeded or Projected 3 im (75 mrrU visuaW/with adjoining surfaces, either Itgh t-on- Overhead ht minimum dark or dark-on-ltght. compliance with 4.4.2 The material used to provide contrast -hall be 4.30.40 Raised and Brailled Characters an Integra:part of tier walktrig surface. Detect- and.Pictorial Symbol Signs able warnings used on infi.rlor surfaces shall (pictograms).letters and numerals shall be dtjjer from acUotn(ng walking surfaces In resil- raised 1/32 in, tipper case, sans serif or simple ler>cy or sound-on cane contact serif tq,!,)e and shall be accompanted with Grade 2 Braille. Raised characters shall be at least 4.29.3 Detectable, Warnings on Doors 5/8 in(16 mm) high, but no higher than 2 in To Hazardous Areae. (Reserved). (50 ram). Pictograms shall be accompanied by the equuxitent verbal description placed directly 4.29.4 Detectable War.Ingo at Stairs. be'ow the pictogram. The border citmension of (Reserved), the pictoprant shall be 6 in (1f,2 mnV rnbitrnum to height. 4.29.6 Detectable Warnings at 4.30.6' Finish and Contrast. 77te charac- Hazardous Vehicular Areas. if a walk tens area background oJsigns slnaU be shell crosses or adjoins a vrhicular way, and tine matte, or other man-glare flnLsh. Characters and walking surfaces are not separated by curbs, raillrip..or other elements betur_en the pedes- symbols shall contrast with their backgrouiel triart .utas and vehicular areas, the boundary —either Light characters on a dark background between, the areas ahall be defined by a con- or dark characters on a light background. tinuous detectable warning which is 36 in 4,30.8 1Kr•ru tiny Location and Height. (SI5 mm) wide, ccmplytrtg with 4.29.2. Wherepem? ent iderttyicatton is provided for 4.29.6 Detectable Warnings at rooms and spaces, signs shall be installed on Reflecting Pools.The edges of reflecting (he wall adjacent 0 the latch stile of the door. pools shall be protected by railings, walls, WhcTe iftere is no wall space to the lalch side curbs, or detectable warnings complying of the door, including at double leaf doors, with 4.29.2. signs shall be placed on the nearest adjacent uKdl. Mounting height shall be 60 to(1525 mm) above the finish floor to the centerline of the 4.29.7 8tandardizatloa. (Resen.rdl. sign. Mounting location for such signage shall t~i 4.30 Signage. be so that a person may approach tu!ltttrt 3 in (76 mail of signage without encountering pro trucli►ng objects or standing within the sturUtg �- 4.30.1' General. Signage requUed to be of door. accrrssible by 4.1 shall contpllt with die r applicable provisions of 4.30. 4.30.7•Symbol+ of Accessibility. LL 4.30.2• Character I'-roportion. Letters and (1) Faci111ies a.1d elements required to be numbers on signs shall have a widldt-to-height klentified as accessible by 4.1 shall use the ratio between 3:5 and 1:1 and a stroke-width- International symbol of acoesslbility. The to-height ratio between 1:5 and 1:10. 53 3)660 Federal Register / Vol. 56, No. 144 / Ft iday, July 26, 1991 / {lutes and Regulations 4.30 Signage L symbol shall be displayed as shown in t Fig. 4:i(a)and(b). (2) Volume Control Telephones. Telephones - requtr.,d to have a volume control bio 4.1.3(17)(b) shat'be tdentifled by a sign contatnbig a dep(c- -- tior of a telephone handset with rudtating sound uh (3)Text Tele_phanes. Text telephones required by 4.1.3(-'7)((j shall be fdentlled by the f-derna- -�~ - tion(TDD symbol(h)g 43(c)). In addttiorL lja (�) facility has a public text telephon?, directional Proportions s(gnage trttticuting the location of'he nearest International Symbol of Accessrt,lily text telephone shall be placed adja,xnt to all banks of telephones which do not cL rntatn a text telephone. Such directional signage.shall incltuie the tnterruu'ortal TDD syrnboi. If a facility has no banks of telephones. the directional signage shall be provided at the entrance(e.g.. in a (b) building directory). Display Conditions International Symbol of Accessibility (^.;Assistive LLstentng Systems. In assembly areas where permanently tnstalled assistive listening systems rue required by 4.1.3(19)(b) the avatlahtltty of such systems shall be identi- fied with s(gnage that includes the intemattonal symbol o(access for hearing loss(Fig 43(d). Mason soon 4.30.80 Illumination Lewis. (Reserved). o ■ n 4.31 Telephoned. Mason4.31.1 General. Public telephones required to be accessible by 4.1 shall ccmply with 4.31. (-) 4.31.2 Clear Floor or Ground Space. A International 7DD Symbol clear floor or ground space at least 30 In by 48 In(760 nun by 1220 mm) that allows either a forward or parallel approach by a person using a wheelchair shall be provided at telephones(set Fig. 44). The clear floor or a around space shall comply with 4.2.4. Bases, enclosures, and Hued seats shall not impede .i approaches to telephones by people who use wheelchairs. 4 41.3' Mounting Height.the highest operable pari of the telephone shall be within the- reach rtnges spectfled In 4.2.5 or 4.2.6. (d) 4.31.4 Protruding Objects.Telephones International Symbol of Access for Hearing Loss shall c tvnpltl w(th 4.4. Fig. 43 International Symbols 54 O C�LlIJ1�S r"n-x oacsH ° c JOB: Landmsrk Ford JOB MEMORANDUM Service/Parts Building JOB#: 9035 DATE: May E, 1992 WITWrROM: Gene Birchill/ Deputy Fire Marshal RE: Tank Farm Containment We called to clarify whether containment for 3,000 gallons, as specified in Gene's letter dated 428-92, Is still required if double wall tanks are provided. Gene responded that an additional curbed containment area is not required when double wall tanks are pro- vided, as tt a second wall provides the containment n these notes are an accurate acoount of the telephone conversation to the best of my lvtovvleckJe. please cmtad me If any questions&rise or any dwrepaneles are observed. LDISTRIBUTION: BY: 4. Jim Jacqua, City of Tigard K thy Dle h Bevis, A.I.A. Gene Blrrhill J Frank Adams, Frank Adams Associates Jim Corliss, Landmark Ford Larry Grimes, ParL:clete ilk TUAL,ATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 April 28, 1992 Kathy Dietrich Bevis Archi truer,+-_- Associative 8515-B N. ;. Hazel Dell Avenue Vancouver, Washington 98665-8016 Re: Tank Farm/Compressor House Landmark Ford 12300 S.W. 68th Avenue. 609OB-144-000 Dear Kathy: Thank you for sending me the fax regarding the above captioned project , After studying your fax submi..tal and discussion with Jim Jaqua, this department is willing to accept the following: Construction of the storage/compressor room building as per submitted. Concrete block wall located between the two areas (compressor room/tank storage) shall be tight and without openings. Said wall sh,ll run from foundation to roof decking material . Concrete containment curb shall be of sufficient height to retain 3, 000 gallons or largest tank. j Waste oil tank contents will be considered Class I flammable liquids for sizing the vent and be considered as a Class III-A for stored quantity. If I can be of any further assistance i:o you, please feel free to contact me at 526-2502 . n N Sincerely, `' Gene Birchil Deputy Fire Marshal J GB:kw cc: Tigard Building Department "R',rking"Smoke Detectors Save Lies