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12150-12300 SW 68TH PARKWAYI ew 1 r � N I N Ili N O w � S OD �j b 1 OH03 MHVI4d( NV'l AVM"Vd H199 MS r)OEZT -- OSTZT I MWA M INSPECTION NOTICE City of Tigard Building Departaent -13Q,_ 13125 SW Ball Blvd. Tigard. Oregon 07223 Inspection Line (Races one): 6339-4175 Susinese Phone: 639-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdw?k Found. Plbq. Top Out Gas Line FINAL: post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -plumb. Plbq. Underfloor Water Lina Gyp. Bd. -Mach. Date Requested: _ L --__Tilalti PM Address: Permit tsNf �I Builder• / / �d ` J 1 THE FOLLOWING CORRECTIONS ARE REQUIREDs Inspectorr _ Datot-d— / 7)kpPROVlD DISAPPROVED APPROVED SU""""B'NCTTOKT��KO Call ror Roinsp. LAL7M�Ir-4 CITY 0F TIGARd OREGON June 11, 3992 Kathy 'Diet-rich Bevis, A.I.A. Architects Associative 8515-B N.B. Hazel Dell. Avenue Vancouver, WA 98665 Project: Landmark Ford, BUP91-0134 Service/Parts Building Dear. Me.. Bevis: The revisions proposed in Construction Change Directive No. 3, dated ,lune 3, 1992, are approved as submitted. A copy of the submitted plan bearing our stamp of approval is enclosed. We have further researched A.D.A. legislative language and intent and feel the revisions will comply with thn adopted recommendations. Unfortunately we are dealing with other than code language, so our certainty is subject to review. Should further reviaions be encountered, we will respond to them in this fashion. If you have questions, or if we may be of assistance, please contact us. Sincerely, ,Jim Jaques ' Plans Examiner FAX (503)684-7297 13125 SW Will Blvd,P.O.Box 23347,Tigard,Oregon 97223 (.503)634-4171 C'Slll�lJ 11 U � - RECEIVED APR 2 7199' JOB: Landmark Ford •108 MEIII RAN[)UM COMMUNIfy UEVEI.OPMEIVI ServiceMarts & Used Car Sales Buildings JOB�: 9034 &9035 DATE: April 22, 1992 WITWFROM: Clem 1=IKR/Clem Fleck Masonry& K. D. Bevis/Archltects Associative RE: Masonry At detail 7/10, the slam should 90 over the top of the concretes block at the threshold. At detail 5,/10, the first Course of block, at the storefront, I!; to be solid block. $-efvicelPa to Buildhg; At grid 17, B- ,, architectural plans show 1'-4" masonry Column de Plans show 1'-6'depth. Thn column and header at doors no. 144C &44D may ra be changed to 1'-4" per attached 4/23182 memo from W.G. Be rry Please note: this change should only be made after R&H has reviewed to ngI that ether work Is not adversely affecbej. At grid A, doors no. 108G & 10611 (roll-up doors) the 1'-6"jamb depth shown on 18/23 is coned. The door head depth dimension Is to match the J SIM. amb depth, per detail 13/23 At grid 1, ail door heads to have head dimension to match jamb dimension of 1'-8" At grid F, 6-7, the column and header depth at 1' doors no. 1085 & 108T, may be changed to -4" per attached 4173/92 memo from W.Q. rose: this c�,Inge should only be made after R&H has rev�vved t ral �_�� Please other vwrk Is not adversely affected. SWCiflc Wns: Clem will submit concrete block specifications for review by Kathy & W.G. Berry's office. DISTRIBUTION: Dale Durdel, PMh Cons BY:. —�? Frank Adams, Frank Adan athy Die Bv5► A.I.A. Clem Fleck, Clem Fleck Monry�a�s John Nordling, W.G. Berry Stnxtural Engineers ,I i m Jacqua, City o,' Tigard Building Dept. 5 j �L� �A' � ��, �3 1 t l v .Y ��'2�;Or7G ]t� ��", 4 M I.....��- �"WgNN3?�_��ty` S3.i'..i 92 Landmark Ford ___Job No. —_ — Conference Job_._------------ — -._ CMU Headers Phone Subject— l Fiold With F<at.hy - 0 Memo To--- ____ Time— MW m --r.job ObServation Weather Condition— —By;Jahn Nordling. Distribution Arch Assoc/Kathy - -_at_-- the CMC! headers Khy, as we discussed April 22, at Grid F; 6 - 7 a�ad at Grid 17, B - C. _ _ asked i rcvlse the width of these h6iders from 1'-{i" wide to _' �" M ^ we Could 1+-4 wide. Yes, in both cases the width of Header c" be revisedto 1'-4� wide as noted "Header'Type C" of the H!eader Schedul, on Sheet S2, Also, the _ , . .-. . _.._.._. ealumns that support these headers can be rcy isCd to 1'-4" widths. R & kI _ -shou d'rev eW to make sure these changes do not aficct any other works __.:. . ......, steel columns, base plates,etc. _�_. M. _ DOSSd H3811 01 S833N 1 OIA3 1+8838 Ofl W08d �M UE_EM SUPPLEW- IAL INMUCTIM NO 4 LANDMARK FORD APLCH_t ,% Service/Parts & Used Car Sales Buildings ARCHITECTS ASSOCIATIVE 12000 S.W. Eft Avenue 8515-8 N.E. Hazel Deli Ava. Tigard, Oregon Vancouver, WA 98665 Phone: (206) 574-7019 April 6, 1992 The following additions to, delebons from and clarifications&the Contract Documefit; govern Insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they apply. SERVIC MARTS BUILDING ARCH17 ECTjI BA._ RAWINQS_ Wm_n_Q,_1 - Sheet no. 3, Detail 9/3, modify thus: Change detail reference 8/3 to 713. 11Am no•_2 - Sheet no. 10, Main Floor Plan (Right Hand), modify thus: Interior relibe sizes to be as follows: a.) South wall of Office, 117, 1'-8"x 4'-0"with 2'-8"sill. b.) South and east walls of Office 135, 4'-0" x 4'-0"with 2'-8"sill Item_nQ,_ - Sheet no. 12, Second Floor Plan (Right Hand), modify ttxjs: Interior relate sizes to be as follows: a.) Socrth wall of Office, 219, 5'-0"x 4'-( "with 2'-8" sill. b.) South wall of Office, 220, 5'-0"x 4'-0'with Z-8" sill. ltam 00,_4 - Sheet no. 17, Door Schedule, modify thus: Add doors no. 1 A & 18 (at Storage Room no. 1 In Tank Farm), opening sire: 3'4" x 7'-0", style: E, Door mat.: HM, Door Fin.: HM, Detail references: Head 51<3, Jamb 5123, & Sill 4/23, Hardware type: 4, "A" Series, Remarks: note 1, provide chain stops. t m rte._5 - Sheet no. 18, Exterior Elevations, modify thus: a.) At West Elevation- Right Hand, Gunge dimension from top of slab to top of wall at grid 17 from 27'-9 112"to 23'-91/2". b.) At Wes* Elevation- Left Hand, add dimension of 19%4"from ►gip of slab to bot- tom of hkWri ower(behind mansard roof) at eonr rete block wall, grid F-5. t_ocate buyer as dose to grid 5 as possible. A.S.I. No. 4 LANDMARK FORD Page 2 of 2 STRUMBAL DRAW 401% ike-nn-1 - Sheet no. 12, modify thus: Add attached supplemental detail drawing, GL 5 1/8 x 15 beam at grid F-14, dated 3-26-92. MEQHANtQAI-ORAV.VINQ S Item no. 1 Sheet no. M5, modify#w: At PEF-4, Grid F-5,delete note: "This louver to be 3'-" above !moi below with FLD-1 at wall." Add note: "FLD-3 at wall. Mount louver flush with outside face of wall." SPECIFICATIONS Item___no. 1 - Section 15840- Low Pressure Rectangular Ductwork, modify thus: At Part 2 Products, 2.7 Fire Dampens, add FLD-3 for 3 hours. END OF ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO. 4 DISTRIBUTION: Jim Corp, Landmark Forts Frank Adams Kathy Bevis, A.I.A. Dale Durdel, R&H Constr uc0on Co. Dreg Mocktord, R&H Construction Co. Bill Berry, W.G. Berry Structural Engirw)ers Larry Gimes, Paraclete Tom Pride, James Graham & Associates NO n ♦� c 1�'1 t�1 k• r_}{t�:.' Y « ay3; �Y 1 �1 -f�. a��r �!� i1.:L`.L�•�.� �� -wit � � 1 t a 3 y�r�r ey^!Ljr� lti' It WIR 1 ,rYMa �1'i'C i •, ."M .tea .rMR, �LRO, _. �`�a��.r�� ,. V,.ai ��p I` U.Y. "� t►�f. tRr,Y�. MA1L'II Job No.�Date 3� �•'� J ��ND mall 0 Conference ob Y Phone Subject 6L T3►1M, Field With Memo TO IW1 1��N� . Time job Observation Weather Condition istribution JIm IL�N� �Tu-l�, �1 _ 7�Y SE ,�_ ..........._._.. •-_..� _. _.. ... ' � fir.'' � •---i--r---' � !' '� _..... _.___ . _...... - : .._ .�.._....__.. ._...__. -moi L:r Le 6t4 0 O'd JOSSU HD8H 01 S833111913 .tidAS OPI WOdA 92:91 c55t-9c.-bq-j41 MqW q1k 'W IgRG-IfTEt��a 3UF'PLEt1AEiNT�h.IPlS*TRUCTIONS__LV�..� LANDMARK FORD ABS�ifTECTS: ServimVPans & Used Car Sabers Buildings ARCHITECT'S ASSOCIATIVE= 12000 S.W. 89th Avemm 8515-8 N.E. Hazel Deg Ave. Tigard, Oregon Varxxxmr, WA 98665 Phune: (206) 5747019 March 19, 1982 The f allomAng additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply and shall talm pnx:edence over those podions of ttw original Contract Documents to which they apply. SERVK"'ARTS BUILDING STRU T_UBAI.._DR^..`ri i NQ ; ltem rxg. 1 - Sheet no. S2, Roof Framing Plan modify thus: Parldng deck T.O.S. ,elevations revised. Revised sheet Isst;ed with this A.S.I. (Re- viskxt 1. datec13-19-92). DI a 1_G�YI hL 1 shoo DQ _:5 END OF ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO. 3 Jlm Curtiss, Landmark Fcxd BY: Frank Adams KathyBevis,A.IA i Dale Durdel, R& Coris'.'n -ton Co. Greg Moc#ctcxd, RdH C:or�lc�iOn Co. Bill Berry. W.O. Berry S ptnx Lural Engineers ! ! Iowa! LANDMARK FORD AR(M-E TS. Servk;e/Patis & Used Car Salsas Bulldkngs ARCHITECTS ASSOCIATIVE 12000 S.W. Elft Avenue 8515-8 N.E. Harbl Dei Ave. Tom' Oregon VarKxxNer, WA 9M&3 Phone: (206) 674-7019 March 17, 1992 The k 4lowing adMons to, deletions trUM and clarlficatk3m of ttm ("tract "tra t Documents govern insofar as they apply and shall take precedence over those portions of the original C(x*fi' t Documents to which they apply. SENVMPARTS BLAL DING ARCH ff OURAL,_QRqMMS; I*M W-1. - Sheet no. 9, Main Floor Plan (Left Hand) rrrodify tuts: At cmxxete column lorabed at grids 3.5 & 0.7, add dimension of 2'-O"from cenber- ikre of(*k,mn to fine of;oof atx)re on mwth and west skies of oolumn. ItPM114. 2 - Sheet no. 18, modify ttx.ts: At North Elevation, change din-*rv* n at grid H from tap of stab to top of plate from 17'-7 112'to 18'-2'. Lefi__iu 3 - Sheet no. 19, modify thus: At South Elevation, change dimension at grid H from trop of stab tD bop of plate from 17'-7 1/7'to 18'-2'. Ileal x14, 4 - Suet no. 21, 8uliding Section D/21, modify thus: At grid H. change dIrr,nslon of 1610 from top cot slab to bop of beam to 16'-1 1Z and change dimension cq 51-9 1/2"from top of beam to top of plate to 6,_0 1/7. Isom ry 62 - Sheet no. 25.1, Wall Section �5,1, modify thus. a.) Change dimenslon of 15'-1(Y from top of slab to bop of beam to 16'-1 1Z. b.) add dimension of 8'..0 1/2'from top M beam to trap of plane et upper end wall of mansard roof. c.) Add dimenskon of 3'-0 1/2"from bop of beam to top of plate at lower end wall of mansard roof. d) Add dimens"i of 1'-4'from ow*Ehilne of gkrlam beam ki outside face of stud at loymr erxt waft of mansard roof. Lnncfma6'rc Fam A.S.I. No. 2 Pace 2 -W 2 e.) ,add dimension d ZV from oenterline of glu-lam beam tD outside face of stud at fascia. IMmm-6 ShEwt no. 26, WAIT :Section 1/26, modify thtz: a.) Chango dimension a+ 15-10"from top of slab to Lop of beam".o 16'-1 112". b.) Add dimansion of S'-v 1i from top of beam to top of plate at upper end wall of mansard roof. c.) Add dimension of 3'-0 W."from Lop cif beam to top of plata at lower end wall of mansard roof. d.) Add dimension of 3'-4"from oanterlins of glu-lam beam to Wskie face of stud at lavogr and wall of mansard pool. Item no•3 - Sheet no. 26, Niall Section 2/26, modify thus: Change dimension of t 6'4"from top of slab to top o l ledger to 17'-7 112". END OF ARCHITECTS SUPPLEMENTAL INSTRUCTIONS NO. 2 DISTAIOUT10k c Jim Corliss, Landmark Ford Frank Adams Kathy Dkrtr1ibh Bevis, A.I.A. Dale D+xdel, R&H CorBtru tion Co. ' Greg Mcx*tord, RSH Constaudk,n Co. BILI Berry,W.Q. Berry Structural Engineers Dave Sch rbert, Tnig-loka RCNITECT'S SUETP ILEMEW INSTRUCTION9-&Q. 1. 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 9866 Phone: (206) 574-7019 March i2, 1992 The foilowing additions to, deletions from and clarifications of the Contract Documents govern insofar as they apply ano shall take precedence over those portions of the original Contract Document,to which they apply. SERVICE/PARTS BUILDING ARC ITECTURAL DRAWINGS: Item no 1 - Sheet no. 9, Main Floor Plan (Left Hand) modify thus: Clarification: At Write-Up rooms no. 104, 105, 106 & 107, the exterior walls and interior partition walls are to be metal sty,d framing in lieu of the concrete block shown on the drawing. See Wall S'ection 2/26 for exterior wall framing. Interior partition walls to be constructed per detail 14/36, and are to be 11'-4" height. Item no. 2 - Sheet no. 10, Main Floor Plan (Right Hand) modify thus: a.) Clarification: At grids 7 and F.6, there is to be a T.S. column between door no. 121 A and adjacent storefront to the west. b.) At grid 8, add the following dimensions for openings in masonry wall, begin- ning from centerline of east wall of Warranty room no. 115: 6'-4", 3'-4" (door no. 115A), 4'-0", 3'-4" (door no. 116A), 12'-8", 3'-4" (door no. 11 7A), 1'-4" (east jamb of door no. 118C). c.) At grid 17, south wall of Will Call room no. 142, add 4`4" x 4'-0" window open- ing immediately west of door no. 1428. Item no�3 - Sheet no. 15.1, modify thus: At Stairs 208 Section, Change (19) equal risers=10'-8" to (20) equal risers=11'-8". Item nQ,4 - Sheet no. 18, modify thus: a.) West Elevation (Right Hand): 1. Delete louver shown between grids 14 & 17. 2. Add dimensions of 3'-2"from top of slab to top of sill, and 4'-0" window opening height, at storefront windows on main floor, north of grid 14, (four openings). Landmark Ford A.S.I. No, 1 Page 2 of 4 b.) West Elevation (Left Hand): 1. Add louver with dimensions of 14'-8" from top of slab to bottom of louver and 26'-El" from grid 1 to north side of louver. See Mechanical drawings for lower size. 2. At louver shown between grids 2 & 3, add dimensions of 15'-8"from top of slab to bottom of louver and 48'-0" from grid 1 to north side of lower. See Mechank cal drawings for louver size. 3. At window opening in concrete block wall, immediately north of grid 7, add dimensions of 3'-4•" from top of slab to top of sill, and 4'-0"window opening height. c.) North Elevation: 1. Delete storefront door closest to grid H. Storefront is shown correctly on Main Floor Plan (Right Hand), sheet no. 10. 2. At window opening in concrete block wall, immediately east of grid F, add dimensions of 3'-4"from top of slab to top of sill, and 4'-0" window opening height. Item no._5 - Sheet no. 19, modify thus: a.) East Elevation (Left Hand): 1. Change dimension from top of slab/finish floor to top of plate from 24'-1 112" to 23'-9 112". 2. Add dimensions of 16'-8"from top of slab to bottom of lower and 10'-8" from grid 17 to north side of louver. See Mechanical drawings for lower size. 3. Delete louver shown at about 54'-0" north of grid 17. 4. Add dimension of 26'-0"from top of slab to top of sill, and 4'-0" window opening height, at window openings shown at Upper Floor (between grids 11 & 13 at Stairs 137). 5. Add dimension of 32'-9 1/2" from top of slab to top of plate at Stairs 137. 6. Add dimension of 14'-0" from top of slab to top of sill. and 4'-0"window opening height, at window openings shown at Upper Floor (between grids 8 & 11). 7. Add 1'-4" x 3'-6" (verify with mechanical subcontractors louver centered beneath each window opening (2 locations) , bottom of louvers to be at 11'4" aoove top of slab. B. Add dimension of 8'-0" from top of slab to bottom of louver shown between grids 8 & '11. Align south edge of this louver with south edge of the window opening above. See Mechanical drawings for louver size. 9. Add dimensions of 14'-8" from top of slab to bottom of louver shown be- tween grids 6 and 8, and, 32'-0" from grid 6 to south side of louver. See Mechanical drawings for louver size. 10. Add louver at 37'-4" south of grid 6, bottom of louver to be at 15'-4" above top of slab. See Mechanical drawings for louver size. b.) East Elevation (Right Hand): 1. Add louver at 14'-8" from top of slab to bottom of louver and 254" from grid 1 to north side of louver. See Mechanical drawings for lower size. Landmark Ford A.S.I. No. 1 Page 3 of 4 2. Add dimensions of 164" from top of slab to hottom of louver and 17'-4" from grid 1 to north side of louver. See Mechanical drawings for louver size. c.) South Elevation: 1. Add dimensions of 3'-2"from top of E.lab to top of sill, and 4'-0"window opening height, at storefront windows on main floor, between grids F & G, (five open- ings). 2. Add dimension of 32'-1 1/2"from top of slab (Main Floor) to top of plate at east end of Stairs no. 208, between grids E & F. 3. Change dimension from top of slab/finish floor to top of plate, between grids E & B, from 24 1 1/2" to 23'-9 1/2". 4. Add ;'-4" x 3'-6" (verify with mechanical subcontractor) louver centered beneath window opening between grids D & E at Office 141 and beneath window open- ing between grids C & D at Office 143 (2 locations), bottom of louvers to be at 1'-4" above top of slab. 5. At window openings in concrete block wall, between grids C & E, add dimensions of 3'-4"from top of slab to top of sill, and 4'-0" window opening height (three openings. 6. Add dimension of 32'-9 1/2" from top of slab to top of plate at Stairs 137, on gdd B. 1_tem�no. 6 - Sheet no. 20, Building Section 13/20, modify thus: At gdd B, change dimension of 27'-9 1/2" from top of slab to top of plate to 32'-9 112" . Item no. Z - Sheet no. 22, Building Section G/22 (Right), modify thus: a.) At gdd 17, change dimensi-n of 27'-9 1/2"from top of slab to top of plate to 23'-9 112" . b.) Add dimension of 2l'-9 1/2' from top of slab to top of plate of roof deck guardrail (between grids 15 and 16). Item no. 8 - Sheet no. 24, Wali Section 2/24, modify thus: a.) At wall on gdd line, add dimension of 32'-9 1/2"fron, +op of slab to top of plate. b.) Add note to slope roof at 1/4" per foo:from wall on gdd line toward gutter. Item rp�9 - Sheet no. 25, Wall Section 2/25, modify thus: Change dimension from top of slab to window opening from 3'-0" to 3'-2". Item no. 10 - Sheet no. 26, Wall Section 2/26, modify thus: Clarification: Slab at Write-Up rooms no. 104, 105, 106 & 107 to be 7 1/2" above slab at Service room no. 108, as shown on Building Section D/21. Landmark Ford A.S.I. No. 1 Page 4 of 4 Item no. 11 - Sheet no. 27, Wall Section 1/27, modify thus: Change dimension from top of slab to window opening from 3'-0"to 3'-4". END OF ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS NO. 1 DISTRIBUTION: 1 Jim Corliss, Landmark Ford BY: •"�2- J Frank Adams Kathy Di h Bevis, A.I.A. Dale Durdell, R&H Construction Co. Greg Mockford, R&H Construction Co. Larry Grimes, Paraclete Bili Berry, W.G. Berry Structural Engineers Brian Duncan, Rose Cir, Rebar '� tias �e eil a JOB. Landmark Ford JOB MEMORANDUM Used Car& Service/Parts Buildings JOE! u. 9034 &9035 DATE: February 2.6, 1992 RE: ADA Compliance Since our Job Memo of 2-14-92, additional information has been provided to our office regarding ADA compliance, affecting the following items from the previous Job Memo. 1. Accessible euildings The date of build.. rig permit issuance which exempts new construction from compliance with the ADA was incorrectly printed as January 26, 1991. 'The correct dated is January 26, 1992. The following clarification is made regarding the statement about ADA com- pliance being voluntary for this project. The intent of the ADA (Americans with Disabilities Act) is that programs & facilities be available equally, & integraied access to places of public accommodation is required. The definition of places of public accommodation includes service type businesses such as this project. As of January 26, 1992 all existing buildings, as well ns new construc- tion are supposed to be in compliance with the ADA. The ADA legislation is a civil rights law, not a building code, and consists of 5 titles including employment praciic.es, state & local govemment facilities, public accommodations and services operated by private entitles, telecommunications & misc. provisions. We recommend that the ADA oompliance measures listed by our Job Memo be integrated into the plans & specifica- tions. ADA compliance will be enforced by the Dept. of Justice through legal action, not through building codes. 1 herefore, it is highly recommended that compliance measures be discussed with the Owner's legal counsel. The recommendations which are listed in the 2-14-92 Job Memo arE based on our current understanding of the Rules and Regu- latlons, Including the ADA Accessibility Guidelines. It is highly likely that Interpretations of the legislation could be made in the future which differ from our current interpretation. Vire cannot W responsible for future changes and are basing our recornmendaticns on the best information available ;o us at this time. DISTRIBUTION: BY: LJim Jaoqua, City of Tigard Kathy Diet cAs', A.I.A. Frank Adams, Frank Adams Associates Jim Corliss, Landmark Ford Mark Haddix, Marx-Okubo & Associates Xff JOB: Landma-k Ford .JOB MEMORANDUM Used Car' & Service/Parts Buildings JOB r:: 90:34 &9035 DATE. Febmary ,�, 1992 RE: ADA Compliance WITH/FROM: Jim JaquarCity of Tigard 1. Accessible Buildings Both the Used Car & Service/Parts Buildings are required to be. accessible by the ADA. However, thE, ADA exempts new construction from compliance if all building pe rm were Issued prior to January 26, 1991. It is advisable to bring the project into compli- at a later date, but ADA compliance is completely ance now rather than trying to retrofit voluntary. 2. Accessible Routes One accessible route from the public sidewalk & parking area to each building entrance is reouired. ,accessible routes must be a minimum landings s„ width &provided.max.imum 1:20 slope, unless a ramp with code required hand An accessible route from the parking area has been pro,,:'+ed for each building. Need to review site grading to determirK, best location for accessibl, routes from public sidewalk to both bull, 'o,;1s. 3. Stairs All stairs must be accessible design with handralls on both sides & handrail extenslon= at top & bottom landings. Ends of Handrail e>tiorts -ens11.1st retum to the floor, wall or Post. Additional handralls X handrail extensions at top & bottom landings will be required at both buildings. May have to make drawing modifications to allow room for handrail extensions. 4. Elevator Affects Service/Parts Building only. ADA Section 4.1.3, Exception 1, states that eleva- tors are not required in facilities that are less than 3 stories. The UBC, 19&9 edition, defines a story as "that portion of a building included between the upper surface of any floor and the upper surface of the floor next above....", we therefore are calling the Ser- vice/Parts Building a 2 story structure, as the roof deck parking area is not considered a story. No elevator is required at either building. 5. Doors ADA Section 4.13 requires minimum door clearance of 32", lever hardware and maneu- vering clearance for wheelchairs at 50% of main entrance doors & at all code required exit doors. Service/Parts Building O.K. Use Car Building main entrance door needs to be revised to provide maneuvering clear- ance. Need to review hardware specifications &door schedule to verity compliance. 6. Drinking Fountains Al! drinking fountains to be accessible type & mounting height. Used Car Building has (1) D.F. Service/Parts Building has none. 7. Toilet Facilities ADA Section 4.1.3 requires Public & common use to;let rooms to be accessible. Private toilet moms must be adaptable. At Service/Parts Building Staff T)ilet rooms need (1) accessible toilet stall (5'x5') in each room &emergency shower must be accessible. Need to verify Upper Floor Toilet room dimensions &whether Staff toilet rooms & shower are required to be accessible. It appears that ADA requirements for common use Work Areas apply (see ADA Rule!: & Regulations page 35577). Need to verify Toilet room dimensions are in compliance at Used Car Building. 8. Storage Shelving & Display Units At Service/Parts Building ;n Retail Parts room, aisles to be accessible. Owner to coordi- nate these items N.I.C. n /ten r4Mln D. /'1�rn�ir� �AnnLn rein win 0. vvi vlvia ut v�iaui rviv�.�iui uoii�� In public areas of both buildings: controls, dispensers, receptacles &other operable equipment to have clear floor spaces & mounting heights that we accessible. Need to verify with Electrical plans & specifications. Owner to coordinate items N.I.C. such as vending machines. 10. Alarms Fire alarm system in Service/Parts Building to be both audible &visual in restrooms & other general usage areas (meeting rooms, hallways, lobbies and any other area for common use). Need to verify with Electrical plans & specifications. 11. Detectable Wamings Where accessible route crosses or adjoins, a vehicwar way, and the walking surface is no separated by curbs, railings or other elome,nis, the boundary must be defined by raised tnincated domes. Need to verify whether this applies to accessible route from public sidewalk to buiidirrs. Route from parking area to main building entrances appears- to be O.K. 12. Building Signage All permanent building signs must meet ADA Section 4.30, including site signage for ac- cessible parking spaces and building entrances. Need to add ADA requirements to specifications for both buildings. 13. Accessible Parking Spaces Employee & customer parking areas must have accessible parking spaces as follows: Servicx-/Parts Building - Customer (2) spaces & Employee (1) space. Need to add (1) accessible space, irdrluding curb cut at sidewalk for Employee parking area. Used Car Building - Customer (1) space. There is oo Employee parking area at this building. One space is provided, this building O.K., provided accessible route connect- ing Service/Parts Building with Used Car Building is provided for Employees. 14. Sales & Service Counters Minimum counter width of 36 inches and maximum counter height of 36 inches required for at least one of each type of sales or service counter used for business transactions with the public. Service/Parts Building reception counter & retail/parts counter need to be revised. Used Car Building sales counter needs to be revised. A fold-out counter section at a lower height is acceptable. 15. Other At Service/Parts Building, need to provide accessible route to at least one of the Write- up rooms. Coffee counter in Deli room needs accessible design (knee space). DISTRIBUTION' Jim Jacqua, City of Tigard KatVy �ric vis, A.I.A. Frank Adams, Frank Adams Associates Jim Corliss, landmark Ford t uderal Register / Vol. 56, No. 144 / Friday, July 20, 1991 / Rules and Regulations 35577 area,modifications in a particular work requirements,however,the covered Almost all commenters supported this station could be instituted as a portions would only be subject to interpretation.Two commenters argued "reasonable accommodation"to that subpart 1).This approach is reflected in that the DO) requirement is too limiting employee if the modifications were § 30.401(6)(1). and would not exempt some buildings necessary and they did not constitute. an The Department is aware that the that should be exempted because of soil undue hardship. statutory definition of"commercial conditions, terrain, and other unusual Almost all of the commenters agreed facility"excludes private residences site conditions.These commenters with the proposal to require access to a because they are"expressly exempted suggested consistency with HUD's Fair work area but not to require from coverage under the Fair Housing Housing Accessibility Guidelines(5.,FR accessibility of each individual work Act of 1908,as amended."However, the 9472(1991)),which generally would station.This principle is included in Department interprets that exemotion as allow exceptions from accessibility ADAAG 4.1.1(3).Several of theapplying only to facilities that are requirements,or allow compliance with comments related to the requirements of exclusively residential.When a facility less stringent requirements,on sites the proposed ADAAG and have been is used as both a residence and a with slopes exceeding 10%. addressed in the accessibility standards. commercial facility,the exemption does The Department is aware of the Proposed paragraphs(b) (3)and(4) not apply. provisions in HUD's guidelines,which would have required that consideration paragraph(b)(2)is similar to the new were issued on March 0,1991,after be given to placing fixtures and paragraph(b)under§30.207, "Places of passage of the ADA and publication of equipment at accessible heights in the public accommodation located ir, the Department's proposed rule.The first instance,and to purchasing new private residences."The paragraph approach taken in these guidelines, equipment and fixtures that are clarifies that the covered portion which apply to different types of adjustable.These paragraphs have not includes not only the space used as a construction and implement different been included in the final rule because commercial facility,but also the statutory requirements for new the rule in most instances does not elements used to enter the commercial construction,does not bind this establish accessibility standards for facility,e.g.,the homeowner's front Department in regulating under the purchased equipment.(See discussion sidewalk,if any;the doorway;the ADA.,The Department has included in elsewhere in the preamble of proposed hallways; the restroom, if used by the final rule the substance o`the § 38.309.)While the Department employees or visitors of the commercial proposed provision,which is faithful to encourages entities to consider facility;and any other portion of the the intent of the statute,as expressed in providing accessible or adjustable residence, interior or exterior,used by the le£islative history.(See Senate fixtures d tp r emp a. employees or visitors of the commercial report at 70-71;Education and Labor does not require them to do so. cility report at 120.) Paragraph(b)(5)of proposed 136.401 clarified that proposed paragraph(b)did sin the case of public The limited structural impracticability not limit the requirement that employee a ommodations located in private exception means that it is acceptable to areas other than individual work esidences, the new construction deviate from accessibility requirements stations must be accessible.For s andards only apply to the extent that a only where unique characteristics of example,areas that are employee p rtion of the residence is designed or terrain prevent the incorporation of "common use"areas and are not solely I tended for use as a commercial accessibility features and where used as work stations(e.g., employee acility.likewise,if a homeowner alters providing accessibility would destroy lounges,cafeterias,health units, a portion of his home to convert it to a the physical integrity of a r�.iiity.A exercise facilities)are treated no commercial facility,that work must be situation in which a building must be differently under this regulation than done in compliance with the alterations built on stilts because of its location in other parts of a building;they must be standards in appendix A. marshlands or over water is an example constructed or altered in compliance Structural Impracticability of one of the few situations in which the with the accessibility standards.This exception for structural Impracticability principle is not stated in 136.401 but is Proposed §30,401(c) is included in the would apply, Implicit in the requirements of this final rile with minor changes.It details This exception to accessibility se ion and ADAAG. a statutory exception to the new requirements should not be applied to construction requirement: the situations in which a facility is located Comrnercinl Facilities in Private requirement that new construction be in "hilly"terrain or on a plot of land Residences accessible does not apply where an upon which there are steep grades. In Section 30.401(b)of the final rule is a entity can demonstrate that it is such circumstances, accessibility can be new provision relating to commercial structurally impracticable to meet the achieved without destroying the facilities located in private residences. requirements of the regulation.This physical integrity of n strurti re, and is The proposed rule addressed these provision Is also included In ADAAG at required in the construction of new requirements in the preamble to section 4.1.1(5)(a). facilities. 136.207, "places of public Consistent with the legislative history Some commenters asked for accommodation located in private of the ADA, this narrow exception will clarification concerning when and how residences."The preamble slated that apply only in rare and unusual to apply the ADA rules or the Fair the approach for commercial facilities circumstances where unique Ilousing Accessibility Guidelines, would be the same as that for planes of characteristics of terrain make especially when a facility may be public accommodation,i.e., those accessibility unusually difficult.Such subject to both because of mixed use. portions used exclusively as a limitations for topographical problems Guidance on this question Is provided in commercial facility or used as both a are analogous to an acknowledged the discussion of the definitions of place commercial faciiity and for reridential limitation In the application of the of public accommodation and purposes wnudd he covered. Because accessibility requirements of the. Fair commercial facility. With respect to the commercial facilities are only subject to Housing Amendments Act(FFIAA)of structural impracticability exception,a new construction and alterntions 1980. mixed-use facility could not take 1". n CITY OF TIGARD OREGON December 18, 1991 Norman Dawty R & H Construction Co. P.O. Box 3989 Portland, OR 97208 Project: Landmark Ford 12.300 SW 68th Parkway Dear Por. Dawty: Plans for this project have been conditionally approved and the building permits issued. We have been informed that your firm will be the general contractor for construction of the two buiidingg. Prior to the beginning of construction, we wish to meat with representatives your firm and the sub-contractors who will be immediately involved in the oroject activity. The purpose of the meeting is to give those involved an 1 , .&nation of our plan review, answer questions about the plan review comaents, discuss any special details which will be required, and outline any special inspection requirements or procedures. We wish to have this meeting prior to the start of construction. Please call us when you have selected a day and time which will be convenient for those involved. Our inspectors, and also plans examiners if you wish, will attend the meeting. We look forward to discussing this project with you, and working with you to assure its timely completion. 1f you have questions, or if we may be of assistance, please contact us. Sincerely, Ai J a G Plans Examiner FAX (503)684-72.97 13125 SW Hall Blvd,P.O.Box 23347,Tigard,Oregon 97223 (503)639-4171 ----- --- .............. .. ...-........rr;..w.,...ror...�u. .......... .....�...�.,..�.�....�_�.�...�.( 4--- -- F I CITY OF T I:GARD RECEIPT Of: PAYMENT RECEF I PT NCI. a 91_ 'cQ+740 � CHECK AMOUNT 2aC, 3:5. 27 � NAME : LA14DMARK FO D MA4 AMOUNT 0. 00 ADDRI SS k PC k5OX 239,70 PAYME NT DOTE : 1c'/ 1C, 91 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYME'N f AMOUNT PAID BUD 0TW6 PERM 5311. 00 5T. BUILD PFR x`65. t-``, 1420 OUALITY FACILITY I=E:E: 01.60. 00 PUBLIC IMI='f2UV 17°56. 80 SI RLE T L I"UH1 I 1 t 41. 92, g t :"1k"►i1� ��W t F3 TH FSI�RK4iA1t 1 : Ttl 1 Flt AMOUNT F'A I U RECEIVED PLANNING E P 0 9 199 c� JOB. Landmark Ford JOB MEMORANDUM Used Car Sales & Service/Parts Buildings DATE: 9-6-9 JOB 9034 &9035 WITWFROM: Jim Jacqua, City cf Tigard Building Dept. We called Jim to discuss options regarding late pick up & possible expiration of the building permit due to financing delays. The plan review time limit is 6 months. The Used Car Sales Building plan review was completed 6-17-91. The :;ervice!Parts Build- ing plan review was completed 6-26-91. The building permit needs to be pic,!_:d up be- fore the 6 month period has expired to avoid repeating the plan review process, as the City plans to adopt the 1991 Building Code amendments on 1-1-92. Once the building permit is issued, construction must begin within 6 months, with an automatic extension Ori construction begins, the building parmit is of 6 months granted upon request. good as long as the job is in progress. Jim noted that the City has mt made final inspection and project close-out on the site work portion of the project and suggested this be done. DISTRIBUTION: BY Frank Adams 'KLathY'Die rich Bevis, A.I.A. Jim Jacqua Jiro Corliss File SEWER CONNECTION (C PERMIT r I CITYOFTIGARD CrIYONWIM r-,E.R 1Y1 I T #. . . . . . . � SWR91-0121 COMMUNITY DEVELOPMENT DEPARTMENT Mom 13125 SW HWI Blvd P.O.Bom 23397.T19RM,Orepn 9W, &W-4176 :��77 0 ,s M.171 DATE ISSUED: 07/31/91 S! i'L ADE-RES5. . . : 12300 5W 68TH PKWY PORCEL. 2'S101AA-01301 SUBD I V I S I Okl. . . . : WEST PORTLAND HE JGIHT!:.; ZONING: C-G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 18 TH-NANT NAME. . . . . :LANDMARK FORD USA NO. . . . . . . . . . : FIXTURE UNlTS. . . :B9 CLASS OF WORN.. . . :NEW DWELLING UNITS. . :6 TYPE OF USC. . . . . :COM NO. OF DUILDINGS: l INSTALL TYPE. - . . :I3UcjWR IMPERV 'CURFACE— : 147400 : sf Remarks : Construct new two -stury service/parts/office bldg. with r,00f-top parking. owner: FEES _._---__-_.-_-_. LANDMARK FORD/JIM CORLIGS type amotmt by date v-ecpt IeOOO SW 66TH AVENUE PRMT $ 9000. 00 SCR 07/31/91 215914 IN15-P $ 45. 00 SCR 07/31/912.'15914 TIGARD OR 97,223 Phone #: 639-1131 Contractor: R & H CONSTRucTION P. O. BOX 3989 PORTLAND OR 97208 Phone #: 2213-7177 9045. 00 TOTAI- Heq #. . : 38304 ------- REQUIRED INSPECTIONS This Applicant agrees to cosplf with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The pervit expires 120 days froa the date issued. The total munt paid will be forfeited if the pewit expires. The Agency d)es not guarantee the accuracy of the side sewer laterals. if the itwer is not located at the measurenent given, the installer shall prospect 3 feet in all directions fro* the diFtance oven. If not so located, the installer shall purchase a "Tap and Side Sewer" Pervit and the Agency will install a lateral. ILI i tj I li-A 1: 1 1 e rJ D Y Call for inspection - 639-4175 CITY CIF TIGARD RECEIPT OF PAYMENT RECEIPT NO. z91 5914 CHECK (.IMOIJN,r 9045. 00 NAME - L.ANDMARK FORD CASH AMOUNT 0. 00 C40DRESS - JIM C0Rk-ISS PAYMENT DATE. 07/31/91 10-1300 SW 66TH r'RWY. SUBDIVISION 116ART), OR 972iP3- PUR(--)OX OF PAYMENT AMOUNT PAID PURPOSE OF rlf-IYMFNT AMOUNT PA I D SEWFR LISA SWR91-121 9000. 00 SEWER INS�-i-7F-T 45. 00 T('-ITAI-, 0MOHN'T' PAID 904"1. 00 y ��OC�D��JMC joe: Landmark Ford JOB MEMORANDUM Used Car & Service/Parts Buildings DATE: 6-28-91 joB sr. 9034 & 9035 RE: Changes to Censtruct;on Documents The follow`,ng changes arp to be it-►corporated into the revised bid price being prepared by R&H Construction Co. 1. Sheet no. 17, Door Schedule: a.) Substitute Schlage "A" series locks in lieu of"D" Series at the following doors: 110A, 111 A, 111 B, 112A, 1158, 117B ;22B, 122C, 124A, 1248, 125A, 1268, 126C, 126D, 127A, 127B, 129A, 131 A, 132A, 133A, 1338, 135A, 137C, 140A, 141 A, 142A, 143A, 202.A, 205A, 20'78, 209A, 210A,, 211 A, 212A, 213A, 216A, 218A, 219A, 220A, 221A & 222A b.) Delete doors no. 118A & 118B. c.) Door no. 120A to be 3 hour rated doorn`rame assembly. d.) Change size of door no. 209A from 2'-6"to 2'-4". e.) Hardware at doors nu. 210B and 218B to be by door supplier (dele',e hardware #). f.) Doors no. 210B, 217A & 221 A to be unrated (delete remarks). g.) Doors no. 213A, 218A & 219A to be 20 minute rated doortframe assembly with smoke gasket. h.) Door no. 213A to be hardware type 10. i.) Doors no. 218A & 222A to be hardware type 14. 2. Reduce carpet allowance from $20.00/S.Y. to $16.00/S.Y. 3. Approved Substitution Request: Isolatek Cafco 300 Cementit;ous Fireproofing 4. Clarification re: Section 02840, Chain lick ferning :Mats to be provided only at Trash Enclosures & at Tank Farm gates. 5. Add to Construction Documents: Stair Plans & Sections, sheet no. 15.4 - Service/Parts Bldg. Interior Elevations, sheet no. 33.1 - Service/Parts Bldg. 6. Structural Engineer's response to structural questions from R&H Construction Co., dated June 18, 1991 & response to plan review comments from City of Tigard, dated June 22, 991 attached. 7. Clarification re: Section 07100, Drainage Matting: Provide drainage matting around the entire perimeter of the panting deck for a distance of 4'-0"from the inside of the parapet walls & stair well walls. F3. Clarification re: Section 08360 Overhead Service Doors Delete requirement for Contractor.jpplied fine fuses "fine ;lies". 9. Clarification re: Sheet no. 1 of 5, Site Grading Plan At Used Car Building, sidewalk elevation at northwest comer of building to be 296.00, in lieu of 269.00 shown on the plans. 10. Clarification re: Sheets no.30 & 31, Reflected Ceiling Plans & Sheets no. 20 & 22, Building Sections Acoustical insulation between first and second floors to be placed at suspended acousti- cal ceiling, not between floor trusses as shown on the Building Sections. 11. Clarification re: Sheets no. 15.1, 15.2 & 15.3, Sta'• Plans & Sections Stair handrails to be woxl, as shown on detail 2/36. 12. Sheet no. 16, Room Finish Schedule: Change interior finishes at Toilet Room no. 2.09, to those shown on new Sheet 33.1. The following items will be addressed in Change Directive format, after a final Contract amount has been determined. 1. Clarification re: location of Second Look III suspended ceiling the (none shown on plans). 2. Revised guardrails at Used Car Bldg. exterior stairs, per City plan review. 3. Response (if required) to other Clty plan review Items (review not yet completed). DISTRIBUTION: 1 BY: Frank Adams, Frank Adams Associates Kathy Di Bevis, A.I.A. Kien Bui, R&H Construction Co. File ®� W.G. BERRY 701 S.E. MILLER ST. STRUCTURAL PORTLAND, OR 97202 ENGINEERS, INC. 503-231-0717 June 18, 1991 � uCEIVED t JUN 1 .) 1991 J ?rNrff=1;TS AS�QCIP71�fF Architects Associative, Inc. 8515-B Hazel Dell Avenue Vancouver, Washington 98665 Attn: Kathy Bevis Re: Landmark Ford Revisions Dear Kmily: Enclosed are my responses to the list of questions asked by R & H regarding the used car building and the service building. A copy of their list of questions is enclosed for your reference. 1 . At both locations, the footing type is to be ignored. Instead, use the footing size and reinforcement called out on rhe plan. r 2. By ethers. 3. By others. 4. By others. 5. By others. 6. The vertical wall and the horizontal slab do not need to be poured in one continuous pour. T'ne slab can be separated from the wall by pouring it directly on top of the wall. Since the slab is 6 inches thick, a thickened slab edge is not required. Wherefore, there would he a horizontal joint in the wall at the bottom of the slab. Please see the enclosed Figure 1 which is a copy of Detail 5 on Sheet ST The same would apply to Details 1 and 2 on ST 7. On Sheet S2 between Grid Lines 4 and 5 and Grid Lines D and D.9 there is a note referring to a 2 1/2 inch concrete topping slab on the 3 inch W 22 gauge metal deck. This 2 1/2 inch topping slab is the slab over the metal deck. The total thickness of the slab and the metal deck would be 5 1/2 inches. This is noted on Detail 7 on Sheet S8. There is another 3 inch thick concrete topping slab. This is a non-structural topping slab and is poured over the top of the insulation. This too is shown on Detail 7 on Sheet S8. Using the term "topping slab" for the note on Sheet S2 was a misnomer. It was not meant to refer to the topping slab on top of the insulation. 8. By others. 9. I didn't find an. Item 9 listed. For the used car building: 10. The studs can be spaced at 24 inches on center. 11. The enclosed Figure 2 is a copy of that portion of the roof plan noted in Item 11. At the glulam beam noted, use a Simpson MEG-5 hanger. At the three 2 x 12 beam, the hanger is noted in Detail 9a on Sheet S5. All of this is shown on the enclosed Figure 2. Kathy, if you or Kien from R & H should have any questions regarding the above, piease do not hesitate to contact me. Sincerely yours, Bill Berry, P.E./ ' WGB:jh z-o • WALL T- • ;� , ' � "y.� A1� (NASI.. OL 1 0 C lid c I � � 2 j ►l� Ll) K 1 21 r_" LD S , M ,rili x� ��•• _/-TO �. x U N_]_ yam• 1_ t.� r_ n r H I T E C T A S O C I A T I v a F� � - eZ6/12/9j_ 10:28 'O" 03 224 3038 13 CONST. C0: 1p00E' r :..BOX 3989,•,PQRTLAND. OREGON 97208• (803) 228-71"7 RFd1 Rt)CifOtJ CO. 338 MN 6TH•P O S5COM OF 7ElXPA0IM —co—ME—R=10 PR0,1bCT , TltfF. , &R TI CALLED, PAP= — CO. CO `_" •ltI C,S��-2Y S�"2.uc�tcP..P`�'--- _ ��ca�5�`� �� '4,�1. �SOG.1�t'��✓E5 fix, �� $?��l 'F=t,.1 � r , 7 r S rrh�0 BY: +sae OQi12,�1�t tu:�y •c�•ov., ....•. .,,..,., 33$ TIW 5TH• P.O..ROx 39$9•,F?aRTI.ANO, <)RE-:GON 97248•(503) 228-7177 PROJECT �� DATE— BEFU- MCE TME PARTY CALLING WAR'T'Y CALLED CO. CO. 1. •�-�^ , ',;h+1 s �u S=1.�ti-�% V .r 1�r Irr �..."1 I J T' T'1�/ , �SC' } ��YN / 1 3 20(A 10�z. S fir? rJ �/2 Topp '� 71, '17 .� i/7 i,- CO. 1 W EI] 1 0 : !c3T ARCH I TECTS A r:lT I %/ P X34' ✓_QR/12/91 10:28 -U501 224 3498' R H,CONST. CO. Qi00.3 { fRUCIION CO. r;,8 NW M•P.U.:eoX 3989• PO RTi LAND, OREGON 97248+ (-,0:3) 228-7177 RECOM or PROJECT TME-- PARTY CALTM____.-. _ Co.-- - baa � c �� •- �010 �� r✓� � U 5 'L?4_ 7 k'1 Z' pf M IMME 11 ! ME SEEM MENEM 91 L M 0 MIEMNNMMMMMMMMMM F1 Conference Job Landmark Ford Revision —Job No. --Date 6/22/91 '�Phone Subject 0 Field With 0 Memo TO Kathy Bevis 0 Job Observation Weather Condition —Tim© — DistribiAtion. Arch Assoc/Kathy Revis By— BB -4 Kath tiie- have indicated to me that the plan the reviewit revised U- (mark Ford drawings noticed that the structural itemi for the Addemiui #2 — for the original construction documents were not picked up _i on the revised Landmark Ford drawings. In the Addendum #2 for the original construction documents, there were five revised structural details labeledRS-t through RS-5. Detail RS-1 no longer applies. Deta-d-RS-2'is ' a revision to Detail 8 on Sheet S11. This was missed in the origitial submittal for these revised drawings. The revision to Detail 9 on Sheet S11 is shown in the addendum that you released last week. Detail RS-3 was a revision to Detail 18 on Sheet S6. This change was picked up in the revised drawings. Detail RS-4 was a revision to Detail 18 on Sheet S9. Again, this revision to this detail was not picked up in these revised Landmark Ford drawings. The change has been shown in the addendum that was released last week. Detail RS-5 is no longer applicable. It was part of the masonry wall along Grid Line 4 that was completely revised in this submittal. In summary, the plan checker is correct abot - Detail 8, S I I and Detail 18, S9. They were not revised as part of these drawings but have been picked up in the addendum. I have reviewed the other two addendurns and the supplemental instructions and feel comfortable that everything else was brought tip to date in the revised drawings issued on May 31, 1991. If you have any questions,just give me a call. WG13:Jh R I C% E .' � MON NNE EMEMEMEMEW, I FM I N ® ®EISMOM O N®E®®E®O ■ ■oNIMe D Conference Job—Landmark Ford Revision Job No. _ Date 6 2 l_ / [JPhone Subject — -- ❑Field With— El ith O Memo To Kathy Bevis O Job Observation Weather Conditio.% Time — Distribution Arch Assoc/Katti_Bevis By BB J. T.- 1 1K irevie ing my files for the addendums to answer the u stin thai b hC b the building official I noticed a memo that was sent o i wug up y g R I nftrubti n regarding the used car building. Ken i I ad a • -1-- q g g�.___. . , g s�onded ,o u�st�on ardin th ed car buildin and John had re -, ,--- , conflicts in the drawings. 'These conflicts w re o> _ . _ . There,were some co <c pic�ke 4 on the revised drawings since they were not put in a"adendt,q. .. rt :You may,W"t to pass these along to R & H. J I i •[' {u �''__•+ j/1 � r�""�, 7' •^:L li n 1PNT4. �►1, !r' ylC a• a ry . y �r '�. .1-r+5 .•�r� .M iR r!='�/�}Cv��C�;' � r�'.CI:��,•, !✓ _ ti'. kp �o �/�' •. , •-fin'` + _ �� 9 kp Nq f I C l r rhr� ll. . -� y,r�}i,, •!'� Y.•11,ICi O. 4• n{., 41'.'V9r.•1'�Wr �• - J -, •1 i :'s T�,}1h Y� ,. ,("4''� a .1 r. 13.E -�~ '1t 1 Y'e ai�.T.: r.:�.'3 7 i�.✓< V�' i" �]?. .•!11 � ^-�1 � co'1. •�t'� _ _ _ tQ ) 11J I q FM \ I I 21,e3 O< < G�1 � � n F_u = > w0 ?-- J � air TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPAR'T'MENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 June 26, 1991 Architects Associative 8515-B N.E. Hazel Dell Vancouver, Washington 99665 Re: Landmark .cord Service Building 12300 S.W. 68th Avenue 609OB-144-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Cade (UMC) , Uniform Fire Code (UFC) , and other local ordnances and regulations. Revised plans for the above captioned project are conditionally approved subject to the following items: 1 . Automatic Sprinkler Plans_ Flans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not Tess than three sets of plans for the installation shall be submitted to this office for approval prior to installat,:Lon. UBC 302 (b) 2 . Tank Farm: Tank farm shall be designed and installed in accordance with Division IV of Article 79 of the Uniform Fire Code, 1988 Edition. Plans for the tank farm shall be submitted to this office showing compliance with those provisions noted. Upon submission of those plans to this office, permits will be issued for setting of tanks. 3. Fire Extinguisher Requirements; Not less than one (I) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10. 303 (*) 2AlOB:C - Light and Ordinary Hazard 4AIOB:C - Extra Hazard "14'orklnt"Smoke Detectors Save lives Architects Associative June 26, 199I Page 2 (**) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to he higher and travel distances shorter. See requirements in Pationel Fire Protection Association Standard 10-1 . 4. Installation of Underyround Sprinkler Service Main: Valves located in backflow prevention pit shall be monitored by Central Station Supervising Alarm Syvte.m. All underground shall be installed and tested in accordance with National Fire Protection Association Standard I3 and 24. Tests shall be witnessed by a member of this office. Please provide 24 hour notification prior to anticipated test times. Testing shall be conducted with joints open. After completion of tests, material and hydrostatic test certificate shall be completed by the contractor, signed by the owner or owner's representative and a copy of said certificate shall be forwarded to this office for permanent record. 5. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 6. Requi_ed Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction pei-mit. UBC Sec. 307 If i can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene B.irchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ; June 20, 1991CITY OF TIGARD , OREGON Kathy Dietrich Bevis, A.I.A. Architects Associative 8515-B N.E. Hazel Dell Avenue Vancouver, WA 98665 a Project: Landmark Ford, BUP91-0134 Service/Pa kr Building Dear Ms. Bevis: We have completed our review of the Door Schedule and Hardware Schedule for this project. The following items will require a revision or addition of some type to bring them into compliance with code requirements. Not all are upgrades, but may be only advisory in nature. 1. Door 120 -A should be a 3-hr. assembly. 2. Door 210-B need not be rated, appears to have wrong hardware. 3. Door 213-A should be a 20-min. assembly. Check lock function. 4. Door 217-A need not be rated. S. Door 218-A should be a 20-min. assembly. No Hardware Group is listed. Asterisk note does not fit this door as listed. 6. Door 216-B is a bi-fold, hardware indicated may not fit. 7. Door 219-A should be a 20-min. assembly. 8. Door 221-A need not be rated. 9. Door 222-A has no Hardware Group notation. The latching devices listed for Doors 137-B and 208-A pose a problem, as one of the doors on which they are used is a required exit frcm the roof. Au such they must be openable at all times, and being connr ed to a detection or alarm system on the interior floors would not re,-ase them should a fire or ether incident occur on the roof. Ve will discuss this with you to seek a solution. On another topic, we should note that the connection fees for USA will go up about $300.00 esch on July 1 . There are 8 unite in the two buildings. If you have questions, or if we may be of assistance, please contact. us. Sincerely, "Jim Ja ua Plano Examiner FAX (503)684•-7297 13125 SW Hall Blvd.,P.O.Box 23347,Tigard,Oregon 97223 (503)639-4171 - �EI�1rED Pi1i[1N1lle r ADDENDUM_NO._1 JUN 17199� LANDMARK FORD ARCHIT_E_C''TS: 12000 S.W. 66th Avenue ARCHITECTS ASSOCIATIVE Tigard, Oregon 8515-B N.E. Hazel Dell Ave. Vancouver, WA 98665 Re-Bid Phone: (206) 574-7019 June 13, 1991 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 Documerts to which they refer. SERVICE/PARTS BUILDING ARCHITECTURAL DRAWINGS Item No. 1. Sheet no. 2, Site Plan, modify thus: a.) At landscaped area located directly east of Service/Parts Building, within the Inventory Parking area, add detail reference 1/3 at perimeter curb located on north side of landscaped area and add detail reference 1/2 at perimeter curbs located on east and south sides of landscaped area. b.) Clarification at Trash Enclosure: east-west dimension of Trash Enclosure is 14'-0". c.) Clarification at Tank Farm, detail 2/2: a 6 ft. height concrete block wall is to be constructed on top of the concrete curb along the west side of the Tank Farm, as shown on detail 6/38. f Item No. 2. Sheet no. 9, Main Floor Plan, Secior A, modify thus: a.) Add detail reference 2.0/23 at columns on grids 1 and A and grids 1 and F. b.) Add detail reference 20/23 SIM. at column on grids 5 and A. Item No.__3. Sheet no. 10, Main Fluor Plan, Sector B, modify thus: a.) At exterior ramp bet ven grids D and E, south of grid 17, add east-west di- mension of 6'-0" N.-r.S. b.) At exterior stairs between grids C and D, south of grid 17, change detail ref- erence 14/3 SIM. to 8/3 SIM. c.) At dock burr pers between grids B and C, south of grid 17, change detall ref- erence 13/3 to 14/3. r Landmark Ford Re-Bid Addendum No. 1 Page 2 of 4 d.) At concrete block walls with furring located at south wall of Service, mom no. 108 (on grids 8, 4'-0" south of grid 8), at north and east walls of Office, room nc. 120 and on grid 17, change detail reference from 16/36 to 16/36 SIM. Clarification: At con- crete block walls with furring which are exterior walls of heated spaces or interior walls between heated and unheated spaces, 2x6 furring with R-1 g batt insulation is required. Item No. 4. Sheet no. 16, Room Finish Schedule, modify thus: At rooms no. 209, Toilet, 212, Women & 213, Men, change oiling material from M.R.G.B. to G.B. Item No. 5. Sheet no. 23, Door&Window Details, modify thus: Add new jamb detail 20/23 issued with this Addendum. Item No. 6. Sheet no. 25.1, Wall Sections, modify thus: At Wall Section 3/25.1, change spacing of metal s'cuds from 24" O.C.to 16" O.C. Item No. 7. Sheet no. 36, Interior Details &Wall Types, modify thus: At detail 16/36, change note to read: "At similar, provide P.T. 2x6 fur ring with R-19 batt insulation." Item No..8. Sheet no. 37, Paving Plan, modify thus: a.) All concrete slabs, sidewalks, ramps, stairs and loading dock to be broom finish except concrete sidewalk located between grids 6 and 15, and grids E and H, to be exposed aggregate finish. b.) Add detail reference 213 at outside edges of concrete sidewalk located be- tween grids 6 and 15, and grids E and H. Add detail reference 2/3 SIM. at outside edges of all other concrete paving and sidewalks. c.) Concrete aprons located at north and east side of building to be 4"thickness with#4's at 48" O.C. each way. These aprons are to be connected as shown on the Site Plan, sheet no. 2. d.) Concrete paving at the Service canopy, located in the area from grids 1 to 7 and F to H, to be 4" thickness with #4's at 48" O.C. each way. e.) At building edge of concrete aprons on north and east sides of building and at building edge of concrete paving at Service Canopy, add note: "Dowel slab into building with #4's at 48 " O.C." Item No. 9. Sheet no. 38, Storage Building Floor Plan, modify thus: Landmark Ford Re-Bid Addendum No. 1 Page 3 of 4 Change detail reference 11/3 at the wall south of the Storage Building to detail 6/38. STRUCTURAL DRAWINGS ItemNo, 1. Modify structural drawings as per 1!47.- ped letter RSA, dated June 12, 1991. Item RQ- 2. Sheet no. S1, Foundation Plan, modify thus: a.) At exterior ramp between grids D and E, south of grid 17, change east-west dimension from 8'-6"to 6'-0". b.) At Trash Enclosure between grids E and F, at grid 17, change east-west di- mension from 12'-0"to 14'-0". Item No�2. Sheet no. S2, Roof Raining Plan, Clarification: Concrete s'ab at roof to be as shown on detail 7/58 r*nsisting of 3"topping slab over .rigid insulation, e co��crete slab &(where required) over 5-1/2"composite steel deck- ing. USED CAR BUILDING ARCt IITECTURAL DRAWINGS tem No_1. Sheet no. 5, Room Finish Schedule, modify thus: G.B. At rooms no. 108, Women & 109, Men, change ceiling material from M.R.G.B. to Item No._2. Sheet no. 11, Wall Section 1/11, modify thus: Add note: "2x6 fascia framing to be at 24" O.C. spacing and 2x6 wall framing to be at 16" O.C. unless shown otherwise on the Structural drawings." SERVICE/PARTS BUILDING & USED CAR BUILDING ARCHITECTURAL _S_PECIFI_CATIONS Item No. 1. Specifications, Division 7, Section 07110 - Waterproofing, modify thus: 1. At 07110-03, paragraph J. Guarantee, change first sentence to read as follows: "The Subcontractor and the watemroofi marJfacturer shall jointly IY guarantee a wa- uanomarw r•oru tie-bio Addendum N0. 1 page 4 of 4 terproof assembly for a period of twQ five years from date of substantial completion." Item No.-.2. Specifications, Division 7, Section 07120 - Damproofing: Two coats hot asphalt damproofing, applied at a rate of 2 gal• per sq. ft• per coat, accepted as substitLqion for Sonneborn"Hydrocide Mastic". No. 3— . Specifications, Division 79 Section 07240 - Stucco Outsulation/Finish, modi- fy Thorowall A by'Thoro System products accepted as substitution for Dry-Vit. IterLNo.,4. Specifications, Division 6, Sections 08330, 08332 &08334: R&S Manufacturing accepted as substitution for Kinnear roll-up doors &opera- tors, Cookson roll-up grille & operators and Cookson rolling counter fire door. ftejn No 51. Specifications, Division 10, Section 010426 5ig'nage & Graphics, modify thus: Delete 010426-02, paragraph A and 010426-03, paragraph A. Clarification: no neon signage is required. MECHANICAL_ DRAW_1N_aS No items this Addendum. ELE�QJTRICAL DRAWINGS Iter_Il__No.._1.. Modify Sheets no. E2, E4, E6, E7 & E10 as per attached letter RE.1, dated ` June 10, 1991. gYIL_QRA ---Q—S Item No. t. Sheet no. 1 of 5, Clarification: Beginning at the north side of the concrete�fe ty(26�S.W. Altus 30 feet) locat- ed 0 8 t- ed to the north of the Used Car E3uildmg,nl total f �� return ��i;aines Street off ramp. ft. sidewalk is to be constructed to beginning END OF ADDENDUM NO. 1 �'C � APtr JA t' VAN t► ER.WA. ^� 1 OF 0 ' GRI --- ROLL-UP DOOR TRACK TWIST VENEER TIF.I & FASTEN TO COLUMN AT O.C. PROVIDE ;,xjxi" STEEL AN(;LE VERIFY SIZE & ANCHORAGE WI'T'H , �- N 81l x8ll x16„ DOOR SUPPLIER 00 LLOCK -- CUT FROM ”) LINTEL BLOCK AS REQUIRED T.S. COLUM14 SEE STRUCTURAL tI - - ---- -- 1 '-2" 20 JAMB Offi affimarN St loon! In U Conference Job Landmark Ford Job No. __ DCrte_S/ 12/91 ❑Phone Subject se rvi cF 51dr.T. / Addenum Tt�m, UField With Kathy Beavis 17,Memo T4 f_7 Job Observation Weather Condition _Time-. Distribution _ By BB Kathy;enclosed are adde' um items for the structural drawings on the se,vice building at Landman,; Ford. .�.`�_.�'Tlie ericlosed�Figure.... is a new detail—a t the canopy cC te ,..... write-up are., �a The enclosed Figure 2 is a partial plan of the roof • fratnin �,lari showing where the detail is cul. We heel not provided a detail fvr this area. _.._. 2. Figure 3 is a copy of Detail 18 on sheet S9. I have added a note ko thiy detail indicating where the isolation joint. is to be placed. 3. Figure 41s a copy of Detail 8 on sheet S 11 . The 4 x 10 header shown at this detail is to be deleated. The metal braces shown on Figure 1 will be used to brace the wall above the windows at the write-up area rather than the 4 x 10 header. 4. At Detail 4 on sheet S11 the note above the brace stating. '2 x 4 C. Max" is to be deleated. The note regarding i fetal stud '—"` � " —diagonal bracing is the correct note. RS- 1 ae'd JOSSH H,)Z 01 1408 s�-:Go r66i-eT-wif 'L . •-� .-. ..\. . _---•---_..__--rte .` T. PLATE, 1x8 W/ (2 Aiyl� k�m r-- PE `;cEENED METAL - LOUVER6 tIT Al \. N _.. . EAC11 - _ BEAM X134 JaIJ7.< @ 2'j � �,�• L1 AL STUDS 16" O.C. ► �."A 6UTSUL0.`i'IOIT - �.____.�StJSP�?+SID 5/,8"T"t'FL":(" �; ACOUSTICAL CEILING Sl I.I.A. iG SYST'r�4 GYPSUM f , f,OAR,D c© d _)OSSU HZ-18U 01 A33H l Or 13 k883a tiri W(IN 4 •rn T C gZT_�T_r in r �w V J i - � a v 7 n kL KNI 4 � ul KLy V � N 'r X11 ch � �p VO'd DO„ti HDdN 01 .I,dd38 9M !•IOdd 1c.:60 T%T-`T-tinf Raj"__ LOIA7 a 5 oc�7�o.•� /O//v7 /Jf3r�vt �j-r4 - 11L ; CIL 3/ 12• �;-}=� � S0'd DOSSU H dH O1 S83314 1 JN3 -18838 OM WONA L2:60 T 66 T-;-'T-Nnf �f NP I SAM f ti Y1 C-7- Ti 4o'd :)OSSH H'Ddtl 01. Sd33t,1101'3 1,8d33 OM I-10exi K:60 T 66 T-c I-t4nr y. James D. Graham & Associates, Inc. Consulting Engineers 2828 SW Corbett Suite 221 James D. Graham Portland, Oregon 97201 J. Wesley 91rch Fax (503)227-0038 Thomas W Pride (503)241.1993 June 10, 1991 Kathy Bevis Architects Associative 8515-B Hazel Dell Avenue Vancouver, WA 98665 Project: Landmark Fo1,! Subject: Addendum Items Dear Kathy: Please nnte these addendum Items for Landmark Ford. Sheet E2: Please change note 2 to read as follows: JUnctlon box for Illuminated sign. Run 1/2" conduit back to electrical panel "Al", Verify location with Owner prior to rough-in. Please change note 3 to read as follows: Provide connectik,.i for door security (by Others). Provide transformer and accessories as necessary. Connect complete. Coordinate with Owner prior to rough-in. Please delete equipment connection and note shown at door #301A. Please route conduit between doors 137B and 208A. Please delete mechanical equipment and associated --ircuiting referenced to #8 and shown near c rid IIf yes 1-A. Please reference unmarked equipment at grid lines D-15.5 to RTF-2, #29 on Mechanical Equipment List. Please change associated circuiting to read 131-16,18,20. Sheet E4: Please change home runs to circuits Al-7 and A1-56,58,60 to dashed lines indicating that they will be uncerground. Please provide data outlets in Service area with note t i to read as folio.-Vs. Coordinate location of data outlet with 1(,,-:ation of workbench i;, !;ie field, prior to rough-In. REA Kathy Bevis June 10, 1991 Page 2 Please change note 7 to read as follows: Connection for roll-up door. Connect complete to door switch. Coordinate location of connection with Owner prior to rough-in. P!ease change note 8 to read as follows: Provide 208V, 1 phase connection point for welder. Coordinate location with Owner prior to rough-in. Sheet E6: Provide two additional floor outlets to reception desk in Reception 101 for space heaters. Run conduit under slab to nearest full height wall and circuit to 63-26,28. Label "Heater". Provide connections for mechanical units CEF-2, #23, in Men's Room 119 and Women's Room 118. Circuit and switch with lights. Sheet E7: Provide connections for mechanical units CEF-1, #22, near grid lines F-12 and F-14 in Men's Room, Women's Room and private restroom adjacent to Office (3 total). Circuit and switch with lights. Delete CEF-1 location shown and associated clrculting. Provide connection for mechanical unit TW-3, #27, near grid line B-8 In Lunch Room. Provide disconnect switch and circuit to 81-34,36. Use #10 wires. Coordinate location of connection with mechanical prior to rough-in. Sheet E10: Please change Panel "Al" from 225A Bus to 400A Bus. Please change breaker of Main Service from 200A to 400A, please change feeder size to 400D. Please add 30A, 2P breaker to Panel TV at circuits 34 and 36 with a load of 512OW and label as TW-3. Please add (2) 20A, 1 P breakers to Panel "63" at circuits 26 and 28 with loads of 150OW each and label as R-Heater. It you have any questions, please call our office. Sinc4rly, Gary A. L is GL/sc 90052.02 SAV I"RANSMITTAL MEMORANDUM: TO: City of Tigard DATE: 6-6-91 Community Development Dept. is-0. Landmark Ford Used Car& 13125 S.W. Hall Blvd. Servir-c!Parts Building Tigard, OR 97223 Tigard, Oregon ATT: Jim Jacqua, Plans Examiner jos.a: 9034 & 9035 NO. OF DWG. ITEM ACTION COPIES NO. REQUESTED ...........----.....1•..............................................-----......... (4) ea. Full Sets Construction Documents Used Car Bldg. Review Construction Documents Service/Parts Bldg. Civil Construction Documents (1) ea. - Specifications Oregon Energy Code HVAC Information (for Additional Square Footage at Service/ Parts Building) --------------------------------------------------------------------------------- r ` BY Kathy Diet h Bevis, A.I.A. 8515-b n e_ haat del avp. P10 vanwooe+r. vmshkVbn 98M (20" .W4-7019 LANDMARK FORD HVAC INFORMATION PREPARED BY: P�aY cA�M 41" N S � I 2 Form 2a SU.MMARX For building agency use only Project �, Prcjectname �(i�NQIN/1KK foRQ Building permit number 2. Project address 1��an SW (oma " y --- Plan checked by 3. City/town r Approved by 4. Building area(si) l �� x� _ pp _ New construction Zle�;ZVIC,,cF- 4�T.S LNotes comments: r�,u)l,. J i N c>_.New addition �'J I�)ONInterior remodel <YV� f mpliOce path for new or alterations to lighting Attached Compliance paths for new or alterations to Co exterior building envelope. Check only one: systems: Forms Form 5a Form 3a ❑ Interior Lighting Power check boxes to Prescriptive Path Form 5b ,ndicated Form 3b ❑ Interior Switching and Luminaire Ccunt attached forms ❑ Component Performance Path Compliance path for new or alterations to HVAC Form 5c Exterior Lighting and plumbing systems: Form 4a System:; w (b) Other (al - — – q of Pages Description oS Document DoCu- ------ – ments 3 CCJaG/ , 12oef S�c�carrs , /�rivrf ,usu/valwl, Enter all supporting calculations, test reports and catalog cuts. --- �_ — --- – "�F E 11cant 8. Firm/company _y pp K. Name of applicant – i A /' f JIM GCI- . �r ` 9. Telephone number . •��, !'~.1_� �� , 6. Representing 0. Date 7. Signature --- �Ir Form 3a PRESCRIPTIVE PATI Building 1, Roof area (sf) 4)4,20 4. Wall area(sf) Areas - v 2. Skylight area(sf) U 5. Glazing area(sf) r533 3. Divide tine 2 by line 1. Use this 6. Divide line 5 by line 4. Use this value for your Actual Percent Skylight O value for your Actual Percent Glazing 13--7 Climate Compliance Criteria A B C D E F G Actual Zone 1 Values Minimum Single Double Single U-Value Double U-Value LI-Value So, 'igure 3a for _- Glazing Type Glazed Glazed Glazed 0.5 Glazed 0.6 0�5 o. 7 climate zones. Glazing Maximum SC NIA N/A 0.6 0.5 N/A 0.6 0.4 c. 7 SC=Shading (cooled buildings) i Maximum Coefficient. Percent Glazing 9% 17% 18% I 21% 1 27% 37% 46% 1-3.7 Pr=Total Wall Minimum Rt 5 10 5 10 10 10l�- Thermal Resistance. The Minimum Ri sum of the13 13 13 15 13 13 13 )q Roof! (without skylight) t resistance for all Ceiling Minimum Rt of fhe individual 17 17 17 17 17 17 17 r� components or (up to 3%skylight) _ the assembly. Slab-on- Minimum R Value4.5' 4.5' 4.5' 4.5' 4.5' 4.5 4. ' Grade (unheated slab) 5r 5.8 for heated - slab. Floor Minimum Ri 13 13 13 13 13 13 1S I OI 7. Does design meet target? Enter one of the package letter(A-G) if all the components meet the criteria. Otherwise try Form 3b. 13 Climtate Compliance Criteria A B C D E F G Actual Zone 2 Values Minimum Single Double Single U-Value Double U-Value U-Value See figure 3a for Glazing Typc Glazed Glazed Glazed 0.5 Glazed 0.6 0.5 clrmare zones. Glazing Maxi rum SC N/A N!A 0.6 0.5 N/A 0.6 0.4 (cooled buildings) SC.Shading Ma<imum Coeffic,ent. 5% 90,10 15% 21% 24`� 29% 360 Perces,Glazing Rr= Total Thermal Wall Minimum 5 5 10 5 10 10 10 Resistance. The sum of the Minimum Ri resistance for all of Roof/ (without skylight) 16 16 16 16 16 :6 16 the individual Ceiling Minimurn Ri - components of the 24 24 24 24 24 24 24 assembly. (up to 3%skylight) - Slab-on- Minimum R Value 5.8' 5.8' 5.8' 5.8' 5.8' 5.8' 56, 8.2 for heated Grade (unheated slab) slab -- --- -- - Floor Minimum Rt 13 1 13 13 13 13 13 1? - 8. Does design meet target? Enter one of the package letter(A-G) if all the components meet the criteria. Otherwise try Form 3b. Envelope Slab-on-Grade Perimeter insulation installed with nunimum total distance Floor of 24 inches per the Code, Section 5303(d) Enter the Manufactured doors and windows are certified and building _ reference to plans Air Leakage joints are sealed per the Code, Section 530::re) `•?.i~r1(ntj and specifications Vapor barrier material is rated at one perm or less and _ Moisture Control installed per the the Code, Section 5303(f) C �'�� •� �� • I N III Form 4a - Page 1 SYSTEMS Cooling (a) (b) (c) -- (d) with Exceotions: (from the Code,Section 5304 (a) 1) Outdoor Cooling with Less than Less than Heat .Air Fan System Fan System Outdoor Air? 5,000 cfm? 134 Mbh? Recovery? Others 1.D. Description (Y/N) (Y/N) (Y/N) (Y/N) Each tan system (�j snall be designed to use outdoor air for cooling. 'FhYN See instructions for 12% p systems exempt �~ A from these requirements. Simultane- Requirements Reference to Plans Otis Type of System (from the Code,Section 5304(a)4) and Specifications Heating Multiple ple Zone with Supplied air is automatically reset to the warmest temperature Cooling Reheat' possible • See instructions with Zone Reheat and cooling is automatit.diiy sequenced. SVA for systems exempt with Reheat from these Dual-duct 6 Multizone Cold(and hot)deck supply air is automatically reset to the ,/�1 requirements. N armesi(and coolest)temperature possible /V 4 All Systems Supplied air is autumatically reset to the coolest temperature `' with Recool' possible AIA Concurrent Neat and For concurre,t operation to a space. heating and cooling is 'C17A Cc ing A_ automatically sequenced and heating is limited Perform- rfrm Equipment Type of Equipment Requirements Reference to Plans (from the Code. Section 5304) and Specifications ance Mechanical Ventilation Provided with a readily accessable shut-off to each System mechanical ventilation system Unitary AC and Efficiency rating in accordance with the Code.Table 53-E S Nom? Heat Pump A4-1 Water Chilling Efficiency rating in accordance with the Code.Table 53-F Pachages u/4 Water Cooled Efficiency rating in accordance with the Code,Table 53-G Heat Pump Package Terminal AC Efficiency rating in accordance with the Code,Table 53-H and Heat Pump j� Heat Operated Efficiency rating in accordance with the Code.Table 53.1 `/'� /� Cooling Equipment k A Boilers Efficiency rating in accordance with the Code,Table 53-J VA Furnaces,Unit Efficiency rating in accordance with the Code,Table 53-J s E7 Heaters, Duct Heaters All Heat Pumps Equipped with controls to prevent heater to operate when the heating load can be met by the compressor only Form 4a - Page 2 SYSTEMS Duct Requirements Reference to Plans InsulationD' uct System Duct Location (from the Code, Section 5304(c)) and Specifications Heating zone in On roof or R.6.3 with a vapor and weatherproof barrier heating degree on exterior of bldg days(HDD): Attics,garages, 1-below 4500R-4.2 with a vapor and weatherproof barrier S Z sd 2.4501 to 6000 Cooling and crawl space I 3 R over 6001 System In walls,within R-4.2 with a vapor and weatherproof ba,vier floor-ceiling spaces See Table 53-K, Concrete slab or from the Code,for under ground R 4 or better other accbptable insu'ation rypes. On roof or Zone 1: R-2.1, Zone 2: R-4.2, on exterior of bldg Zone 3: R-6.3 )L)A Va>or barrier: Attics,garages, Material with a Heating and crawl space i-one 1: R-2.1,Zones 2 and 3: R-4.2 /V,4 Perri,rating not System In walls,within exceedm0 0.5 floor-ceiling spaces Zone 1: R-2.1,Zones 2 and 3: R-4.2 NA Perm. All joints to — v. be sealed. Concrete slab or R-4 or better underground AjA System Requirements Reference to Plans COrittOl Type (from the Code,Section 5306) and Specifications Thermostatic Temperature range;heating (55-75),cooling (70-85),and both heating Control and cooling (55.85)with up to 10 degrees between full heating/cooling Humidifier& Provided with controls lo prevent new energy to be used between 30 to Dehumidifier 60 percent relative humidity �j A Temperature Zoning Thermostat for each HVAC system and floor �- 3 4 ` _ Setback and Setback and shutoff controls for each HVAC system. Dead band t'Syoo 2 Shutoff thermostat for both heating and cooling system (68.75) Misc. Requirements Piping and Type q Reference to Plans p g e (from the Code, Section 5307 - 5308) and Specirirarions Plumbing Mechanical Piping Thermally insulated in accordance with the Code, Section 5307 if?S D P Showers Provided with a flow-control device to prevent flow over 3 gpm Lavatory Provided with devices to prevent flow o-er 0.5 gpm and outlet temperature of 110 degrees. I Circulation System Thermally insulated in accordance with the Code, Section 5308(c) Heating Piping Thermally insulated in accordance with the Code, Section 5308(c) A, A Hot Water Hol water temperature is adjustable and automatically regulated /S,4/p Controls Hot Water Provided with a shut-off devise to each hot water r,jpply system; D/V. coo System I electric- switch,gas or oil - valve Comments 1 '46J. WtJ.L.1 L.1 R..I•LJ1.,.1 1 1 +/ V-00F IVP DrIVI+ I � h • • I I ..�w�..+.-� � .t-+.�►•• w. ...�.-r..o.,.-..r,.. •a...�+�wr.�.�.+«+.�. .mow-+•.,.��w..w M '�, I i �, ' ,�t5ss� �Y3YZ.'iVi T'� � ; RIN-KRmm MARKIIIIII MAY - 20 - 91 TUC 1 _ 3 © ARCH I T E C T S ASSOCIATIVE P - 01 THERMAL DESISTANCE 0 Dryvit°b Outsulation®provides members,In addition,thermal Following are resistance val- more than theoretical Insu- movement of the building is ues at 40°F for 1,0 pcf density latir,a value because of its minimized due to the small expanded polystyrene(EPS) location on the outside of a temperature difference which used with the Dryvit System. structure,40sulation ac,a as results when the Insulation is on an envelope and effectively the outsIds. Thickness R•Value_ eliminates thermal bridges 1" 4.17 which occur at studs when The base coat and finish are 2" 8.33 convenilonal Insulation Is relatively thin cocrtings and do 3" 12.50 placed betweon framing not contribute to the total R• 4" 16.67 value o!the wall. Cr.MVE[fTIONAL INTERIOR INSULATION EXTERIOR INSULATION 0 17o -1 A/\ A) ' s wtiM. la,nine 99e ,.0 u h,�n.l1 I,al I W O IOQ'1 I W1 W Ml W e 77 M 'Me 72• ,a fn )n M b Id , M I 4, el W N •, n n m N 1J0 -..mac. 70 1114n e e- n t F ' I post-It"brand fax transmittal memo 7671 a o1 pages►Co d ryy� n I-�L From }},, C 3V '*l ZX __ 1 Dept. P".11 _'-�-- CoaLG4 '4 7 "SATISFACTION IS OUR IW,11N CONCERN,, 12000;.W. 661h AVE. January 31 , 1991 PHONE(503)639.1131 I P.O. BOX 23970 Pat ReillyTIGARD, OREGON 97223-0138 City of Tigard 13125 SW Hall Blvd . Tigard OR 97224 Dear Pat , As you know, we are in the process of trying to complCt� a mayor expansion Of our business with a new parts and service building, new used car building and expanded lot . The first phase of expansion was completed in 1988, that being the paving, lighting and landscaping of our north and west lot areas . The second phase of expansion was started in 1990, which is to include the buildings and site work on our south lot . We were pleased that our second phase had progressed through the pre-application and planning stages to construction of improvements. We have completed .. st of the basic site work and I have over $500,000 spent towards this phase but now we are presented with few roadblocks : 1 ) Building fire rating is different than expected. This resulted significant cost increases and limited future expansion . been made on this issue . Some progress has 2 ) Inadequate offsite storm d.:ainage was discovered after the basic site drain system was installed . This is an issue which is not resolved and we are asking for your involvement . We are being asked by the City Lo construct offsite storm drainage improvements that were not identifie as a requirement during the pre-app and permit applicationrocedures. believe that this requirement is unjust p We st an or discuss this issue with you in order to arrive atragtjust sal.utpion tuni.ty. �u Storm runoff from our project is conveyed to an existing 18 inch diameter r!ulver. t that extends westward beneath 68th Avenue. culvert is to transmit flows to ditch on the north The int Franklin ,e extending westerly to 69th Avenue . It is our understanding t:hat the culvert was installed by the Oregon Department of Transportation in connection with the Haines interchange improvements. However, the culvert will not function properly since thQ bottom of the ditch at the discharge end of the culvert is only 3 to �4 inches below tt:e top of the culvert outlet . In he bottom 14 to 15 inches of the culvert outlet are blocked byres th. This condition was observed by our engineers to be a nonfunctional i_nstallatioti. Temporary ponding, of water- orcured at Franklin and 68th Avenue during, a Mr . Pat Reilly City of Tigard January 31 , 1991 Page two December storm that focused City attention on this issue . We were informed that street-opening permits would not be issued by the City until we improve drainage conditions in this offsite area at our expense. This requirement is unacceptable to us since it is clear that the existing culvert condition is a nonfunctional installation ^arried out by other parties and .left in an inoperable condition since it was built . Discussions to date reflect a solution r_onsis,ing of ditch excavation to the bottom of the culvert and installation of concrete pipe -.nd backfill over a distance sufficient to "daylight" the pipe . It is our understanding that backfilled pipe is required because of the depth of the required ditch and safety concerns. The City has offered to provide the pipe, leaving ditch construction, pipe installation, and backfilling to Landmark Ford . We reject the position of the City on the basis of the existing culvert condition and the fact that the storm system development charges to be paid by Landmark Ford amount to $23, 500. It is our position that the culvert condition is a City maintenance issue or State installation issue and Landmark Ford has no responsibility beyond storm drainage improvements that have been constructed on our project in accordance with permit application procedures . 3) The last issue is the sidewalk half street improvement requirements on 68th Avenue . Reluctantly I have agreed to do whatever the City required to expedite the permit process and that ;4as to install improvements to major collector street standards and to install them from Franklin to the Interstate on/off ramp. Attached is some correspondence with Randy Wooley on the matter. The condition was not imposed when we originally did the site work on the northerly section during our phase one project in 1988 nor during the pre-application meeting for phase two in 1990. 1 have three problems with the condition: a) A sidewalk and crossing on the east side of 68th Avenue and the Haines off ramp does impose a hazard . The exit is a blind downhill corner and 1 ' ve personally seen numerous vehicles skid through the area where pedestrians would be on the west side . A safe crossing belongs on the east side . b) The classification of 68th Avenue as a major collector poses added requirement of an 8 foot, rather than a 6 foot sidewalk. I think of Hall and Durham being major collectors , not 68th Avenue. The added cost of an 8 foot sidewalk seems +innecessary, plus every other sidwalk on 68th Avenue is 6 feet or lees . I .like landscaping and manicured green grass much better than oversized concrete sidewalks. Wiwi Mr . Pat Reilly City of Tigard January 31 , 1991 Page three c) If the sidewalk and cr . ssing is deemed safe and appropriate , and if the change in development conditions in phase two versus phase one is reasonable , and if an 8 foot sidewalk is mandated by some regulation, we have a final. major problem with the acLual, construction of an 8 foot sidewalk. I 'm advised that because of the basalt formation where the sidewalk must be placed , the costs are unbelievable . (The water district just spent several weeks fi-hting the rock for what was a simple line relocation . ) Additionally, the freeway access signs will interfere with a wide sidewalk. For the above reasons ani' other factors , we have stopped the construction pending their resolution. I will call you in the next day or two to arrange a meeting date so we may discuss and resolve these issues. Very truly yours , q�DMARK FORD, INC. Corliss P"resident JC/bjk November 2, 1990 CITE( OF TIGARD OREGON Jim Corliss, President Landmsrk Ford, Inc. P.O. Box 23970 Tigard, OR 97223 Re: SDR 90-0019 Jim: In response to your letter of October 30, 1990, I have again re,iiewed the requirement for construction of sidewalk along the east side of SW 68th Parkway as required by SDR 90-0019. Today I visitsd the site and watched the traffic at the intersection of 68th and the 1. 5 ramps. During the visit, I walked across the intersection. In my review, I d'-d not find the Intersection to pose any unusual ha-ards for pedestrians. I previously discussed your concern with Lee Gunderson of the State Highway Division and found that Lee agreed that construction of sidewalk along the east side of 68th is appropriate. Following additional review, I find no reason to defer the construction of sidewalk. I still feel that the sidewalk should be completed as part of your current project in accordance with SDR 90-0019. I appreciate your concern for pedestrian safety. However, I do not find that deletincl the sidewalk would in any way improve pedestrian safety. Sincerely, Randall R. Wooley City Engineer rw/9dr90 19 13125 SIM Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 ---- -- "SATISFACTION IS OUR MAIN CONCERN" 12000 S.W. 66th AVE PA / PHONE(503)639.1131 1 P.O. BOX 23970 0 TIGARD,OREGON 97223-0138 October 30, 1990 Mr. Randy Wooley C y of Tigard 1 :25 SW Hall Tj.gard OR 97223 Dea.- Randy, One of the conditions added to our site development review SnR 90-0019 was the installation of a concrete sidewalk along 68th avenue from Franklin to the Haines off ramp. I have -Agreed to that condition and will. instal]. it if necessary. However , the more I study the area between our current driveway on 68th Street and the Haines cuff ramp, the more I would like you to reconsider that area. I believe the sidwalk will be less :attractive than the grass and I believe the crossing at the Haines off ramp i., very dangerous for redestrians. If possible I would propose entering into an agreement to install whenever the city - requires . I believe it is called a remonstrance agreement . That way if the condition is later considered a folly it won' t be too late , but if it is deemed appropriate and necessary we will complete it without complications . Please advise as soon as possible if this is leasable . Very truly yours , LANDMARK Q)D , INC . J 4,t,_ "If't J ' Corliss resident JC/bjk shall remain in place until final landscaping activities are undertaken. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . BUILDING PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS LISTED BELOW ARE SATISFIED OR AN ACCEPTABLE PERFORMANCE ASSURANCE IS POSTED. 5. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition to any drawings required by the Building Division and should NTACTY include sheets relevant to public improvements. STAFF John Hagman, Engineering Department (639-4171) . 6. Building permits will not be issued and construction of proposed public improvements shall not commence until the Engineering Department has reviewed and approved. the public improvement plans and a street opening permit has been executed. A 100 percent performance assurance or letter of commitment, a developer- engineer agreement; the payment of a permit fee, a sign instal latl.on/streetlight fee and fee in lieu of the construction of on site water quality facilities are required. STAFF CONTACT: John Hagman, Engineering Department (639-4171) . 7. An agreement shall be executed by the applicant on forts to by the City, which waives the property 9 oppose or remonstrate against a future Local Improvement District. formed to improve SW 66th Avenue. STAFF CONTACT: John Hagman, Engineering Department (639-4171) . 8. Standard half-street improvements, including concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, sanitary sewer, storm drainages, streetlights, and underground utilities shall be installed along the SW 68th Avenue and SW Franklin Street frontage. Improvements shall be designed and constructed to major collector street and local street standards respectively and shall conform to the alignment of existing adjacent Improvement:, or to an alignment approved by the Engineering Department. STAFF CONTACT: Gary Alfson, Engineering Department (639-4171) . 9. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. The plans shall show the measured area of impermeable surfaces existing imperm,'able faces that remain, and existing impermeable surfaces that will sur be -er�.istracted. STAFF CONTACT: Gary Alfson, Engineering Department (639-4171) . STAFF REPORT - SDR 90-0019/HIS 90-0010 - I.ANDNARK FOM) P1�1#' `' TUALATIN 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 w January 2, 1991 Kathy Dietrich Bevis, AIA Architects Associative 8515-B N.E. Hazel Dell Avenue Vancouver, Washington 98665 Re: Landmark Ford Service Building 12000 S.W. 66th Tigard, Oregon 972.23 60908-144-000 Dear Kathy: After our meeting on December. 20, 1990, Jim Jaqua and I spoke with Jerry Barbera, Manager of Seattle ICBG office regardin.y the above captioned project. We found the following: 1 . Garage repair portion of the building is properly classified as a Group H Division 4. 2. Roof area (parking) has to be classified as a Group B Division 1 . However, since the area is not covered, tet; is not to be included in allowable area calculations, but still requires occupancy separation between the repair garage, Group H Division 4/parts office, Group 8 Division 2 and parking, Group B Division 1 . On recalculating the allowable area (correcting a previous area) , we determined the following: Group B-1 & B-2 + Group H-4 28,960 19,440 96,000 30,000 - .95 total The error on my part was that I doubled the Group H Division 4 allowable area when I should not have for a second floor. Group H area is only one floor level . "Workint"Smoke t)etectors Save Lives � wr � w ■. wr an .. � Kathy Dietrich Bevis, AIA January 2, 1990 Page 2 These calculations would allow for an approximate 5,000 square foot addition (sum of the ratios of 99.8) of Group B Division 2 office area in the future, provided there is no change in adopted building code at the time of proposed construction. We hope this helps your clients. We know that it doesn't eliminate occupancy separation fire resistive costs of the projecr-, .however,, it does open up the additional avenue of being able to add on as Jim Corliss had desired. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, y Gene Birchill Deputy Fire Marshal GB:kw cc: City of Tigard Jim Corliss, President Landmark Ford Jack Snook, C.'li-?f Tualatin Valley Fire & Rescue Bert Parker, Fire Marshal Tualatin Valley Fire & Rescue ��s CITY OF TIGARD PLUM QI NG PERMIT 13125 SW HALL BLVD. P. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing T I GARD, OR 97223 business or must be property owner/operator rat hiring outside help. (�— Name of De"k*n xo (503)639-4175 /PC I Plumbing Permit No. Address _-.- Description I Job - ORS 814-21-8tO DUAN. PRICE AIAT. Tax trot Map.No. Address -� FIXTURES _ td B1oe9c Sknbdrvblon Sires 'i !750 ;7,30 ame a name CA business) lavatory 7.50 _ Tub orTub/Shower Comb. Sf•owerOnly / 7.50 OwnerGtylState WaterClosett '7 7.50 Dishwasher 7"50 Phone Garbage Oi;posal 7.50 Name - Wash"g Machine 7.50 _Floor Drain 1: �� S 7.50 - ng ass - PhoneWater Heater ,� 7.50 -..� (alrs�wti�E�d�tt�ray 7.50 1� Occupant City/State ------- zip Urinal 7.50 7.50 S Other Fixtures(Specify) 7.50 - J 7.50 7 rrl-,�C�3d ass Phone _ne - - _ip t'ZL__L'?= :n _ _[� _ - 7.50 -. Contractor City/State Zip - - 7.50 MISCELLANEOUS ---�—" -_ city Bus Tax No. Sewer 1 st 100' 30.00 State S. tats Sewer-ep.Addit"100'�i 15.00- (Resdentiaq WalerSerAoe 1st 100' 20.00 - -- - Wal, Dery ea.Addit"' 15-00 1 twreby acknowledge that 1 have read this KrplirAA'lo.dud Bee kdom+ation _ 9ivon is oayrect,that 1 am regisiared with the State 1 oAder's Board.and also Storm b Rain Drain t st-100' 70.00 have a State PitnrnbkV license that the rxxnl>e%s given are correct.Chat all --- -- -- - pkanbwV work will be done in e000rdenoe with applicable provisions of Ore- Storm li P-in Drain Add 1.100' —I 5.00 gon Revised StskKes Chaowv 447 and 693 and appllable codes rvd than Mobile Horten Space 25.00 no help will be or pbyed ur4o t licensed under ORS'6<f'J-(11 exempt fnm L'acic flow Prnrorntion Sateso registration.please give reason be". Device or P f'olkAion Device �- 750 v'. HOMEOWNERS-1 hereby cAfVy Stat 1 am the oanet of the property de- -sorbed above,at vA skin ioeatlon i propose to maks a pkrmbkV bv"KraAlon for Any Trap or Waste Not my own use and the pr opMy N not being oorns acted for wale,base Of ren* Con necfed to a Ftxkas 750 Catch Basin T "f 7.50 _----- - ---.— - --- kap of Edit.PkxrA)ig`_ 10.00 Per lit. ----- -- - ---- - --- -- ,Specialty Requested 16m pecdons -- 40.00 Per Hr. _-- ---- __.__-----_-_-.-- Akar.ofPkxtt*tgwtthln an Expetkrg SkIg. 15.00 min AIITHOftlZEO SIGNATURE - ---- -- - Ogle New Bldg.or 9uMd.Addition 25.00 rMn. Bdn Crain trd1ul Describe work new F1 addition❑ alteration❑ repair CJ dwelli - L`,.QCJ t4 be done resiCentiat 1_ rstxtteeidentiel I-Xistkiq use of btltWktporprgxlrty." -__ __-_-__- $25.00 minimum SUB-TOTAL 4"of 5t SURCHARGE: t ry or pf°pody-..--.----- --- ------ - - 25-i PLAN REVIEW---- NOT" That permit bsoexnes null and void N work c r oonstruolbn autleort;ted is net con► TOTAL mertood within ISO deya^It oonatrudlun or work a•suopervW or atwdor-A I- s p edod d 190 day+of any flaw alter wrp*Is oommwmed. WMAL 000101[TV" -- Date laaued -_-�,_--__ by TUALATIN VALLEY FIRE & RESCUE AND EEAVERTON FIRE DEPAR'rMENT • 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2,469• FAX 526-2538 �a December 17, 1990 Architects Associative 8515-B N.E. Hazel Dell Avenue Vancouver, Washington 98665 Re: Landmark Ford Service Bldg. 12000 S.W. 66th Aven .e Tigard, Oregon 97223 609OB-144-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and (:)thF%r local ordinances and regulations. Revised plans for the above captioned project are conditionally approved subject to the following items: Note: The following items correspond with those items addressed in October 25, 1990, letter.. 5 . Sheet M3: Sheet M3 still needs to be revised as it shows duct )penings into exit-way extension #126. 9. Occunan c Separation: Better clarification of type of materials to be used, i .e. brand names, possibly even cut sheets and listings of gi:ass should be submitted to this office and City of Tigai.-•d for window assemblies and frame details. Hollow metal aluminum will .not pass a one hour occupancy separation requirement . 20. Approved. P.lans on Job Site: one set of approved plans bearing the stamps of the building department i:3suing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 "Work1poS"Smoke [electors Save Livei Architects Associative December 17, 1990 Page 2 21 . Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchil..l Deputy Fire Marshal GB:kw cc: Tigard Building Department 4' ' r TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• 'AX 526-2538 • November 26, 1990 ..Tim corliss President Landmark Ford P.O. Box 23970 Tigard, Oregon 97223-0138 Re: Service/Parts Building Landmark Ford 12000 S.W. 66th Avenue 609OB-144-000 Dear Mr. col-1.iss: Thank you for your letter of November 15, 1990, regarding the size of your, new service/parts building. Item #1 of your letter will hold Lrue to allow additional area. Item #2 Of your letter deals with installation of four hour area separation wall (s) . There might be a possibility of an area increase with said wall, however, these walls are _i required to have parapets that would disrupt the use of the roof for parking and are near impossible to build in at a later time. Also, where an area separation wall is used, this results in the loss of a yard for increase in area which could possibly place the building(s) into a more severe over area problem then was presently accepted. Please .note: Presently accepted area contemplates 100% increase for three plus - 60 foot wide yards. The only other option for increasing the area of your building would be to upgrade classification of construction to a Tvpe III one hour, Type II one hour, Type resistive or Type I fire resistive building.rye If e II fire building is ever to be enlarged, this is the timethe to consider an upgrade in construction type, during the original construction of the bu.ild.ing, because to do so at a later time is a major undertaking in regard to business interruption, time spent, and financi as code compliance. 131 commitment as well ""'erA/nr"Smoke Delecl.irs SAve ,,ives r IV Al FW Jim Corliss November 26, 1990 Page 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: 7'igai:*d Building Department Kathy Dietrich Bevis, AIA Architects Associative 8515 -B N,W. Hazel Dell Ave. Vancouver, Wash.ingtr;, 98.665 INK IRA WA lww� "SATISFACTION IS OUR MAIN CJNCERN" 12000 S.W. 66th AVE. ' I PHONE(503)639.1131 I P.O. BOX 23970 T�GARD, OREGON 97223.0138 November 1. 5 , 1990 City of Tigard Building Department PO Box 23397 Tigard OR 97223 RE: Landmark Ford Dealership, Tigard, Oregon Service/Parts Building Attention: Jim Jacqua Dear Mr . Jacqua, As owner of the above facility, this letter is being sent to acknowledge my understanding that the floor area of the above referenced building is at the maximum allowable by the present building code for the uses as shown on the construction documents. It is further understood that additional area may be added to the building under certain conditions , such as : 1 ; a change to a less hazardous use (occupancy type) for some portions of the building or 2) the construction of a four-hour fire resistive area separation wall between the building and any future addition . Very truly yours , DMARK FORD, INC. _it" �Ll� / Jim Corliss (/ ,'resident i JC/bjk cc : Gene Birchill , Deputy Fire Marshall PO Cox 4755 Beaverton OR 97076 CHANGE DIRECUIVE NO- 1 LANDMARK FORD A_RCH(TF_CT:i: 12000 S.W. 66th Avenue ARCHITECTS ASSOCIATIVE Tigard, Oregon 8515-B N.E. Hazel Dell Ave. Vancouver, W/� 98665 Poone: (206) 574-7019 November 14, 1990 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 refer. SERVICE!PAM'S BUILDING ARCHITECTURAL DRAWINGS Item no. 1 - Sheet no. 2, Site Plan, modify thus, as shown on sheet no. 2 reissued with this Change Directive: a.) Delete (3) spaces parallel Customer Parking between Exit drive and next drive north on S.W. 68th Avenue, and substitute landscaping. Change east-west dimension of the enlarged landscaped area from 10'-0" to 20'-0". b.) Add arrow pointing south and detail reference 413 at asphalt paving at south end of drive adjacent to the above referenced landscaped area. c.) At Handicap (HC) parking, change orientation of southern stall to a 45 degree angle. d.) Change dimension of 4.5 degreo angle Customer parking between Exit drive and next drive north on S.W. 68th Avenue from 19'-0" to 19'-10". e.) Move. bicycle parking from Customer parking area to concrete walk between Customer parking area and Canopy. f.) Change detail reference at angled concrete curb southeast of Loading Dock from 1/3 to 112. g_) Add detail reference 1/2 and note: "cast-In-pjA a concrete curb" at north- south concrete curb along property line directly east of Service/Parts Building and add detail reference 112 at adjacent 45 degree angle curbing. h.) Add cote: "chain_link_tence" at fence directly east of Service/Paris Building, 1.) Add Detail reference and note- "extruded concrete curb" at east-west concrete curt) dlrectly east of Service/Parts Building and parallel to south property line. j.) At landscaped Island directly east of Service/Parts Building, move east end to- ward S.W. 66th Avenue, reducing length of (5) adjacent parking spaces from 20'-0" to 13'-0". At east end of Inventory parking located directly east of the Service?Parts Build- ing, reconfigure parking Spaces a> shown on revised plan k.) At southeast corner of site along S.W. 66th Avenue, delete (2) parking spac- es and increase width of landscaped area by 18'-0" in i north south direction and Increase leng'h In east-west direction as shown to avoid existing trees to remain. Move Landmark Ford Change Directive No. 1 Page 2 of 3 remaining (2) spaces on south side of this 1'xndscaped area to the west to avoid existing tree to remain. I.) Add iands(mping island in Inventory parking directly east of Service/Parts Building at existing tree to remain. m.) Add existing chain link fence. south of existing Landmark Ford building with note: "existing chain link fence to remain'. n.) Add chain link fence on north side of drive to S.W. 66th Avenue and revse gate width from 25'-0" to 31'-0". o.) Add note. 12 at existing cyclone fence to be reioc:ated and add "relocated chain link fence" with reference to nate 12 at east-west property line between Ser- vicelParts Builaing & Existing Landmark Ford. p.) Delete general note 11. Add general note: "12 Existing fence to_be_relocat- ed or new ferlCe v _ed to_atch_existjng at contractors oBtLon." q.) Connect concrete aprons at a 45 degree angle at nort1wast corner of Ser- vice/Paris Building. r.) Add deiatl refercncfr 112 and note: "cls- n placf concrete curb_" at concrete curb to north and east of Storage building. s.) Add Beta" reference 212 at Storage BuildinglTank Farm. t.) A slidinc3 gate located in fence line parallel with west wall of Service/Parts Building, change gate width from 25'-0" to 31'-0". u.) At siidinq gate parallel with north Grading Limits, change gate width from 25'-0" to 31'-0". Y.) Add detail 112. w.) Add Storage Buikilr�gffank Farm Site Plan, detail 212.. Item No. 2. Sheet no. 10, Main Floor Plan, Right, modify thus, as shown on attached Partial Plan (Revision 4, dated 11-12-90): a.) Add de!ail reference 8/3.r.I at column on grid F, 6-0" !forth of grid 7. b.) Change detail reference 8139 to 8135.1 at column on grid F, uetween grids 7 and 8. c.) Change detail reference 8135 to 8135.1 at rolamn ori grid F, 4'-0" Mouth of grid 8. d.) Add detail reference 7135.1 at column on grids F and 10. e.) Add detail reference 7135.1 at column on grids F and 12. f.) Add detail reference 8135.1 at column on grids F and 14. Item Noj. Sheet no. 24, Wall Sections, Wall Section 3124, modify thus, as shown on attached drawing R1.24 (Revision 1, dated 11-12-90): a.) Acid "(2) layers 518" type "X" gypsum board" and cletall reference 9135.1 SIM. at beam and Extending E)'-0" above top of beam at concrete block wall. b.) Add "(2) layers 518" type `X" gypsum board" and detail reference 8136 at top chord of floor joist extending 5'-0" past beam. Landmark Ford Change Directive No. 1 Page 3 of 3 Item No. 4s Sheet no. 25, Wall Sections, Wall Section 3125,modify thus, as shown on attached drawing R2.25 (Revision 2, dated 11-12-90): a.) Delete "518" gypsum board" at steel beam and concrete block above and substitute "(2) layers 518" type "X" gypsum board" and detail reference 9135.1 SIM. b.) Change dimension from top of slab to top of plywood from 10'-8" to 13'-8". c.) Add dimension of 8" from 'op of plywood to top of beam. Item Na_5. Sheet no. 30, Main Floor Reflected Ceiling Plan - Ricaht, modify thus, as shown on attached Partial Plans (Revision 2, dater! 11-12-90): a.) Add detail reference 18136 and "gypsum board" at Room no. 134, Parts Storage between grids 9 and 11. b.) Add detail reference 10135.1 SIM. and note "at beam above clg." at beam on grid F, in Room no. 120, Office and Room no. 119, Forman. c.) Add detail reference 10135.1 and note "at beam above cig." at beam on grid F, in Room no. 118, Defi, Room no. 122, Retail Parts, Room no, 129, Booker and Room no. 126 (1) Hr. Corridor. d.) Add detail reference 18136 at Room no. 126 (1) Hr. Corridor. (tem No. 6. Sheet no. 35.1, Interior Elevation/Details, modify thus: a.) Modify detail 8135.1 according Ya attached revised drawing. b.) Add detail 10135.1, attached. USED CAR BUR DING ARCHITt=_CTIJRLpRA�CV INGS: Item ng. 1 - Sheet rx,. 2, Site Plan, modify thus, as described below and shown on attached Partial Site Plan, R4.2 (Revision 4, dat,ad 11-12-90): a.) Add "cin II[r fetid"at southeast earner of Site Grading Limits. b.) Add 'tyl_p- acting�Iiding yate (4g'1" at drive to S.W. 68th Avenue. Add "clialn link fence, parallel with gate and set back approximately 10'-0" from property line, with dimension of 25'-0" on dither side of gate. Add chain link fence at 45 degree angle on eithor side of gate to connect to exlisting chain 'iink fence along property line. c.) C h&nge dimension between west face of Used Car Building and property line from 4'-0" to 12'-0". Item no. 2 - Sheet no. 19, Paving Pian, m, 111)i thus, as described below and shown on attached Partial Paving Plan, R2.19 (Revision 2, dated 11-12-90): A(4,J"trash enclosure° with,'-0"e_a_st-Yr�st di ergs nand 6'-0" di- mension at east side of Stott, mgr no�111_, END OF CHAFE DU EC'"VE NO- 1 1 CK Jy IN fY �n V� N OMR.WA. U' 1OUR/. .- ��-, �� i�a� �� ''► - arc I � Nil IN � •• saws �cti wi_ � •.. r � �' R J �► aal� Ll U 1"1 1 1 ' Ll 1_1 L1 ls.,.l 1 1 1 1 `i ER ST2E BLOCK ROOF TRUSS •r STRUCTURAL 1- FLYWOOD FLOORT. BEAM JOISTS 2 LAYERS SEE it• IGYPSUM BOARDPLY SIR. (2) LAYERSI TYPE,5/811 X111 BEAM GYPSUM 130 1 SEE STRUCT. 51-011 ..�t..� • I BEYOND MPSUM BOARD CONCRETE J - METAL FLASKING v, BLOCK 12, PRE-MANUFACTURED 8 SLOPED GLAZING SYSTEM 81lX8"X16"- I CONCRETE BLOCK \ 11 5 8"X8"X16" CONCRETE BLOCK PLYWOOD_ ---__-- .E SHEATHING � -- "- BEAM SEE STRUCTURAL IN- (2) LAYERS °° 5/811 'TYPE "X" T.PLV,. _ . GYPSUM BOARD - r5/8" GYPSUM- - j SIM BOARD / STEEL BEAM --I SEE STRUCT. m JR JOISTS_-.-__-- __-- - -SEE STRUCTURAL _ 2X4 AT 24"O.C. --- -- 5/8"GYPSUM BOARD - Ll SUSPENDED ACOUSTICAL CEILING °"" 'y y■� e • �iICa, j tiuf I z �� ::tS:i:Y. �.r-•r -';.•;.:, a r'-, _ i' T � •a r� I 0 H _"- _ : n ;� '� �� 1 , �,IIIIIIIIII ►.,� 111111 '77) IF ®�s ;; gm IIIIIIIII� �i... . w�' ► E.111'_,�,�� ■ �� OWN �• � ►: , �. nolo:. % ,r r-7 ' c � ;:MI ;_ IIII IIIII� T'- ; IIII III , _ � ,r � � ISI ►� — � 1luluul = - - 111111 � ( ,�4 � 111111II� ►� ►� � i as �'� lily .��'� ►'� I. +1� I. ire.., 8"X8"X16" CONCRFTE ^ BLOr'K - NOTE: AT SIMI:LAR,WRAP �I (2) LAYERS 5/811 TYPE"X" - GYPSUM BOARD 51-011 BEYOND -- _ROW TRUSS TOP OF BEAM ON BOTH SIDES �I SE , STRUCT. OF CONCRETE BLOCK. -r u, . PLYWOOD- T.BEAM SHEATHING If (2) LAYERSX�� q SIM. FLOOR 3OISTS I�� 5/8011Typ SEE STRUCTUAWAL-7-1 GYPSUM BOARE STEEL BEAM ?) LAYERS SEE STRUCT. 5/8" TYPE"X" GYPSUM BOARD 51-off --7 _ I f 1 SUSPENDED ACOUSTICAL CEILING SYSTEM 10 1 1 11=1 1-0" �- I,. r f�� k. �• �;..�;�;�:.x�:�K'�' \� Q W \ as � \\ \ s .. \ / \ v a - <4 / \ F >f i�:: ii: is i� i��:��• r / \ 0 Leo �- w x ES H r G1 N a 0 Na 11 0 g w O' i ; A i C. i N 1J^.� / i ..i 0 ro WLolcn t. / 0 G 0)0-10Z 110-IOE a rx 0 0 1 3< R4.2 RN "N W � J CD *ILI �ad. r` 00 t r . r. `t z u P%i�d8D'�f 1 R2. , 9 4 Q joB: Landmark Ford Used Car Bldg. & Service/Parts Bldg. J013 MEMORANDUM JOB 1r. 9034 &9035 DATE: 11-14-90 SUBJECT: Fire & Life Safety Review The following revisions have been made to the Contract Documents In response to Gene Blrchilrs letters dated 10-17-90 & 10-25-90: USED CAR BUILDING 1. Thump turns will be provided for all exit doors. 2. The main exits, doors no. 101 A & 101 B will have signage to remain open during busk ness hours. 3. Firestopping will be provided accor-Jing to UBC Sec.. 2516. 4. The Owner will post the bulidiny address as required by the Fire Marshall. 5. Fire extinguishers will be provided by the Owner as required by the Fire Marshall. 6. A trash enclosure will be provided on the east side of the building as shown on the attached revised Partial Pavirg Plan. The Owner has Indicated that standard residential size trash containers of less than 1.5 cubic yards capacity will be used, rWher than dumpsters. 7. No response needed. 8. No response needed. SERVICEIPARTS BUILDING Jim Corliss will be sending a letter acknowledging area limitations. 1. See revised sheet no. M3 for fire damper locations &details. 2. See revised Partial Building Sections 8120 & C120, new Wall Section 4128 and re- vised detail 151'36 Issued with Addendum no. 5. 3. See revised Main Floor Plan - Right, Main Floor Reflected Ceiling Plan - Right and new details 6135.1, 7115.1, 8135.1 and 9135.1 Issued with Addendum No. 5. 4. See revised Mala Floor Plan - Right, Main Floor Reflected Ceiling Plan - Right, Wall Sections 3124 & 3125 ar,d new detail 1005.1 Issued with Change Directive No. 1. 5. See revised Main Floor Plan - Right Issued with Addendum No. 5 and Door Schedule revisions, Item no. 6-f., Page 3, Addendum no.5. 6. The stairway construction has been revised as shown on revised Main Floor Plan - R!ght and Partial Uppar Floor Plan - Right. 7. Detail 9136 Is no longer being used for one hour construction, we have substituted de- tail 11136 as shown on revised Main Floor Plan - Right. 8. Note has been added to Door Schedule, see hem no. 64, Page 3, Addendum no.5. 9. One. hour rated glass and hollow metal frame assembly have been specified In lieu of wire glass at openings In the occupancy separatlon wall along grid 8. See Addendum LanU11141K roro 1 1-14-90 Job Memo Page 2 of 2 no. 3, page 2, Item no. 1 and page 4, item no. 3. As we discussed on the phone, we Propose to substitute wire glass openings protected by additional sprinkler heads placed on either side of the openings as a more cost effective alternative to 1-hour rated glass. no.S. 10. Note has been added to U.,or Schedule, see Items no. 6-b. & i., Page 3, Addendum 11. Bollards have been added, see Partial Ke;; Main Floor Plan, sheet no. 4, attachment R4.1 to Addendum no. 5. 12. We have deleted smoke gaskets except at one hour corridors. See ftems no. 6-a. &e., Page 3, Addendum no.5. 13. We have deleted rating at this door. See item no. 6-c., Page 3, Addendum no.5. 14. We have revised detail 813. See Item no. 1-a,, Page 2, Addendum no.5. 15. & 16. We have revised exit signs and lighting. See attachment RE.4 to Addendum no. S. 17. No response required at this time. Plans will be submitted when available. See sheet no. MS3 for specification of bidder designed sprinkler system. 18. The Owner will post the building address as required by the Fire Ma.shall. 19. Fire extinguishers will be provided by the Owner as required by the Fire Marshall. 20. No response required. 21. No response required. Attachments: Revised drawings - Service/Parts Building Sheet no. 10, Main Floor Plan- Right Sheet no. ',0, Main Floor Reflected Ceiling Plan - Hight Sheet rx►. 35.1, Interior Elevatlons/Detalls Sheet no, M3, First Fk)or HVAC Addendum no. 1, 2, 3, 4 &5 to Construction Documents Change Directive no. 1 DISTRIBUTION: File Gene Blrchlll, Kath 'D trach Bawls, A.I.A. Jim Jacqua, Cft �b Marshall l Jim Corliss, Landmark Ford (Wt' )OUt ADOENQUld NO.5 LANDMARK FORD ARCHITECTS: 12000 S.W. 661h Avenue ARCHITECTS ASSOCIATIVE Tigard, Oregon 8515-B N.E. Hazel Dell Ave. Vancouver, WA 98665 Phone: (206) 574-7019 November 8, 1990 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 refer. D-estroyl allDreviou;p nts of draw!ngs reissued with.this Addendum. USED CAR BURIMM ARCHITECTURAL DRAWINGS Item No. 1. Sheet no. 4, Floor Plan, modify thus: Add recessed fire extinquisherca;binet at the following (3) locations: 1.) At the north wall of Waiting, room no. 107, next to the exterior wall. 2.) At the south wall of Wornen, room no. 108, on the Sales, room no. 102 sloe of the wall. 3.) At the south wall of the closet at the left side of door no. 105a, in the Sales, room no. 102. Item No. 2. Sheet no. 5, Room Finish & Door S%_.,iedules, modify Dc.,jr Schedule thus: a.) Add note 1 at Remarks column for doors no. 101A and 1018. b.) Add "poor Notes: 1 Provlsle aLd4o�hQa_d(bicolor to matchraiuminum storefront) sign with text"THS-DOOR MUST REMAIN UNLOCKED DURING BUSI- NESS HOURS". Thos n hall be in letters not less tharLLInch h_ hon contrasting background." ARCHITECTURAL SPECIFICATIONS Item No. 1. Sheet no. SP10, Specifications, Division 9, Finishes, Section 019300 - Ceramic Tile, 09300-02, modify thus: a.) At paragraph A., change to read as follows: "Ceramic wall file In Toilet Rooms to be 4-*4"# *by Thempsen Tile Go.,Incepa efappFeyed-e15:x6" field19 Brlght Glaze, PL 891,white �19rw�hhcl sini cs�ns It 4f_i2)LQw"tD%=u-rx5"- glass I-Iste-lbs file-and j row of 3"x3"tr ngular accent tiles atco Europa Hariegquin EHI. Provide 8"x8"4jIafeeFf-ian_dns 420_peWjhed-Matte ftnishporcetaln the at Recep- Landmark Ford Addendum No. 6 Page 2 of E tion /Retail Parts I Deli areas of Parts/Service Building and at Entry of Used Car Building." SERVICE I PARIS lBl'ILDING ARCHITECTURAL_DRAWINGS Item No. 1. Sheet no. 3, Site Details, modify'thus: a.) At detail 813, revise dimension from top of stair tread nosing to top of hand- rail from 2'-6" to 2'-10" min. b.) At detail 913, change detail reference 86 to 1513. Item No 2.. Sheet no. 4, Key Main Floor Plan, modify thus as shown on attached Partial Plan R4.1 (Revision 1, dated 11-8-90): a.) Add bollard and detail re`erence 313 at (2) locations, on either side of door on grid B, between grids 12 and 13. b.) Add door in corridor, at east wall of Stairs, between grids 12 and 14, and grids E and F. Change one hour stairway enclosure boundary as shown. Item No. 3. Sheet no. 6, Key Roof Plan, modify th:, a.) Acid detail reference 1502 and note Wsolatlon pint"at the following (3) locations: grid lines 1, 6 & 14. Item No. 4. Sheet no. 10, Main Fk►or Plan Right, modify thus as shown on attached Partial Plans, R1 0.3A, R1 0.313 & R1 0.3C (Revision 3, dated 11-8-90): a.) Add door no. 216D in conickw, at east wall of Stairs no. 130, between grids 12 and 14, and grids E and F. b.) Change detail reference at east wall of Stairs no. 130 from 9136 to 11136. c.) Add detail reference 1013E at wall between Men room no. 132 and Women room no. 131. d.) Add detail reference 11/36 at north-south wall adjacent to door nu. 126C and at south wall of Rent, no. 127. e.) At T.S. columns located at grits D-8, D-11 and E-8, add detail refarence 6135.1. f.) At T.S. columns located at grids E-9, add detall rifemnce 7135.1. g.) At T.S. columns located on grid F between grids 5 and 8.5,add detail refer- ence 8135.1. h.) At Reception, room no. 121, add counter with Interior elevation reference 14 on sheet no. 35. 1.) At grid 14, Celete detail reference 15136 and poche' for wood framing. Ctarifi-- Landmark Ford Addendum No. 5 Page 3 of 6 cation: All exterior framed walls to be metal studs. j.) Add recessed fire extinquisher cabinet at west wall of crash, room no. 128, on Waiting room no. 123 side of wall. Item No. 5. Sheets no. 13 & 14, Roof Plan Right & Left, modiify thus: Change control joint note to read as follows: "See sls ist+i;at sheet_no. 6 fo; con- trol anal Isolation pint locations, see detail 15132 for typical waterproofing at Isolation joints." Item No.-6. Sheet no 17, Door Schedule, modify thus: a.) Delete words "with smoke gasket" at Remarks column for doors no. 108A, 108T, 109A, 1098, 112A, 114C, 115A, i 16A, 117& 11 8A, 1188, 120A, 122A, 127A, 128A, 129A, 1378, 137C, 202A and 208A. b.) At door no. 109A, Remarks column, substitute nota 6 for note 1. c.) At door no. 114A, Remarks column, delete "20 min. rated doodframe assembly with smoke gasket". d.) At doors no. 121A & 121 B, Remarks column, add note 5. e.) At doors no. 131A, 132A and 137A, Remarks column, delete "1 hour rated door/frame assembly with smoke gasket" f.) Add door no. 126D, opening size 3'-0" x 6-8", ;style E, wood door, stain fin- Ish, hollow natal Jamb, paint finish, head &jamb detail reference 21136, hardware type 6, Remarks: 1 hour rated doodframe assembly with smoW gasket, note 2. g.) Add door no. 20313, opening 3'-0" x 6-8". style E wood door, stain finish, hollow metal jamb, paint finish, head &jamb derail reference 21136, hardware type 15. h.) Change doors no. 108A, 108B, 112A & 120A to door style E. 1.) Revise door notes 2 &3 by adding: "Locate closer In accordance with NFPA, standard 72E". j.) Add door notes: "5Provide_at door head (in color tomatch.aluminum storefront) slan with text"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS,HOURS". The sign shall be In letters not less than 1 Inch high on-A contrastinybackground" "6 P�ovkle astragal and_coordk�atoti" Item No. 7. Sheet no. 20, Building Sections, modify thus, as shown on attached Partial Wall Sections 820.1 and as described below: a.) At Wall Section 8120, between grids F & G, add occupancy seperation wall and detail reference for Wall Section 4128 SIM. b.) At Wall Section C120, between grids F P. G, add occupancy seperation wall and detail reference for Wall Section 4128. c.) At Wall Sections A120, 8120 & C120, deiete batt Insulation at concrete slab over steel decking. Landmark Ford Addendum No. b Page 4 of 6 Item No. 8. Sheet no. 22, Building Sections, modify thus: At Wall Sections G122 Right and G122 Left, delete batt insulation at concrete stab over steel decking. Item No. 9. Sheet no. 23, Door/Window Details, modify thus: Substitute attached revised detail 18123. Item No.j0. Sheet no. 28, Wall Sections, modify thus: Add Wall Section 4128, attached. Item-No. 11_ Sheet no. 30, Main Floor Reflected Ceiling Plan, Right, modify thus: a.) At suspended ceiling north c'lgrid 7, change note to read: "suspended -eeevsW ceiling panels". b.) At Office, room no. 120,change note from "gypsum board" to "suspended acoustical ceiling", c.) At Tech Parts, room no. 114 & Library, room no. 116, add detail reference 18136. Clartfication: (2) layers of 518"gypsum board with spacial nailing Is required at the ceiling of these rooms to provide a (1) hour floortceiling.assembly. d.) At beam on grid D, in Parts Storage room acn. 134, add.detail reference 9135.1 and note: "gypsum board at beam". Clarification: This beam must be wrapped (2) layers of 518" gypsum board tr� provide a (1) hour fire rating. e.) At Dock, room no. 144, add note: "gyp_sum board". Item No.-1-2. Sheet no. 32, Roof Details, ri,odhfy thus: At detail 15132, change note "control Joint width see structural" to "1-314"_coil,' IsoMtanjoint see_s�et_no. 6foroc�- tern, No. 6. Sheet no. 35, Interior Elevatkms, modify thus, as shown on attached drawing: Add interior elevations no. 14 & 15; Reception Counter Plan & Elevation. Item Nos 6. Sheet no. 35.1, Interk)r Elevations 1 Details, modify ':pus: Add details 6135.1, 7135.1, 8135.1 &9135.1, attached. Landmark Ford Addendum No. 5 Page 5 of 6 Item No. 8. Sheet no. 36, Interior Details & Wall Types, modify thus: a.) At (1) hour wall detail 1:11'„6. add the following: "Note: At similar, provide 1-518" x 3-518" metal studs at 16" O., ;." ARCHITECTURAL SPECiFiCATIONS Item__No._1. Sheet no. SP9, Specifications, D1vIsIon 8 - Doors, Windows& Glass, Sec- tion 08700 - Finish Hardware, modify thus: a.) At Subsection 08700-10 Hardware Schedule, hardware type 3, Remarks col- umn, add the following: "Provide t_urNpush button locking._" MECHANICAL-DRAWINGS Item No. 1. Sheet no. M3, modify thus, as shown on the revised drawing, revision 1, dated l l-6-90, reissued with this Addendum: Add fire dampers at occupancy Qeperation walls. ELECTR]_QAL_PPAWINGS Item__No. 1. Sheet no. ES & El 0, modify according to attached document RE.4. USED CAR BUR-11YING&SERVICE I PARK'S BURDIM LANDSCAPE SPECIFICATIONS Item No. 1. Sheet no. L8, Specifications, modify thus: Add attached lawn specifications RL.1, dated 11-8-90. ARCHITECTURAL _$PEq1fjCATL N� liem W. 1. Sheet no. SP9, Speclfocations, Division 8 - Doors, Windows& Glass, Sec- tion 08700 - Finish Hardware, modify thus: a.) At Subsection 08700-10 Hardware Schedule, hardware type 7, Lock & De- vices column, acid the following: "PmOde thumb turn at i[tter QL ce fir. " Landmark Ford Adder"lum No. & Page 6 of 6 Item No. 2. Sheet no. SP9, Specifications, Division 6 - Finishes, Section 09270 - Gypsum Drywall Flnishing, modify thus: a.) At Subsection 09270-03, item E., change to read as follows: "All painted surfaces of gypsum drywall to raceive smooth textured finish. (light orange peel at walls and smooth ceilings). Prepare sample for Architect prior to texture finish." MECHANICAL DRAWINGS iterr�_No. 1. Sheet no. MS4, modify thus, in accordance with attached document RM* Add specifications to Section 15780. END OF ADDE14DW NO.5 rVMJA Mc INNEY N R,WA. ?Z1 OF 0� v 3241-011 „ 351-41f 261-411 2E'-4" 26'-411 8 8 � 1 ST 01 STAIIR WAY 0TOOLS ENCLOSURE 0 �J' ibUR WALL INV & OPENINGS % �� I llllll 0' PARTS STORAGE ECK PARTS - - - _ oh 01 'WAR - _ OFF IB OUR.IOCCUP CY. - 'ARAll 0N WP LL_; OFF RETAIL PARTS STAIRVI%NY, TPENMG.� O o -4 ENc:LosuRE_ ------ - _ I I HOUR►WALL OPENINGS r_ -- . aFF � �i00KER- i R 4 1 _ lr.l 1 f{ ir.•rrr iiirir.�ri� .E� . � tl ' l r 1 PE I • � Its �t - �� i7 • s �^ i -- •i F•vG qiwf/l�a.%.,,r ;n,.1 J6-F her qmf pmj . . .r1„rr ,,f' .o®ter ..� � •� � Guar %�!I.IGf , r�..��w�� • ��✓� 1 t �iirrl �,�wi i..�i�iii I r.� R t i I I Ill r � ,.wry ® ' 1 low EIRIAll: • 1M. wIM/e 4 � �Z� i�s�►�� .I� �II I ��Y• • Yi i 1 It P �• D11 1 1 i PRFs ANUFACTURID G J OVERHEAD GLAzrNG _ z5 -—_ -.__-- -- - -- ----- T.P. (JILT-UP ROOFING _T.P. p/V PLYWOOD -- - _ HEATHING _ •-�-•-f�.W:WOJJ�J.IwhJJJOWJr/_ `!( (Y1uX;�.. II I if Q z C Lb(, 1 124 1 a T. B_. SECTIONI 2 0 1/fl)1=11 I'M CG) 25 i i _ T.P. BUILT-U, ROOFING _ _ 3/4° PLYWOOD -- 9HEA NO LTBM 04TRiISS _,/� j ------ -- - 1 — EE STRUCTURAL COUSTICAL N_SULATION US ENDED AIMMINUM COUSTICAL -STOREFRONT �EILINGWITH INSULATED �I GLASS 2 121 1 T.S. ,._.FONCRFTE SLAB___ - SEE STRUCTURAL �C� SECTION 2 0, R20. 1 -T S. COLUMN SEE ST:,UCTURAL OVERHEAD--' \ DOOR REINFORCING T CTURAL 8" x 8" x 1611 BROKEN-FACED CONCRETE FLOCK � � •. •. • GRID 1t_nn -- , - -- - - tet, - - 18 JA IVB B ' 23 311-1 '-0" PLYWOOD F-SHEATHING NOTCH GYPSUM . ARD AROUND \\ -ROOF TRUSS PUSS CHORDS \ BEYOND & STRUTS (1)-HOUR OCCUPANCY SEPAVON AL STUDS WA1� SIM. �T 24110.C. YPSUM BOARD Chi SIDE CEILING JOISTS AT 24"O.C. ACOUSTICAL INSULATIff - SUSP..MED y - ACOUSTICAL CEILING SYSTEM _5/8" GYPSUM BOARD �, 4 -- .. 1"=11-O" GRI 5/8" GYPSUM BOARD /�-2_xli FRAMING AT 2.4" 0.c. (2) LAYERS 5/8" TYPE "X" GRiD— --GYPSUM-BOARD - T.S. COLUMN _.._SEF STRUCTURAL NOTE: TIE BASE t YER OF GYPSUM BOARD TO COLUMN WITH 18 GAGE WIRE AT 15" 0.C. GRID _ (2) LAYERS 5/8" TYPE "X" GYPSUM BOARD -- -T.S. COLUMN SEE STRUCTURAL NOTE: TIE BASE LAYER-OF-GYPSUM BOARD TO COLUMN WITH 18 GAGE WIRE AT 15" O.C. 11�d/�• '' 1�I1y11-0tl r' j C, .n..... .ATE COUNTERTOP do 71-61, i - 15 RECEPTION COUNTER 35 1 PLAN. PLASTIC LAMINATE 33 COUNTERTOP & WOSED ENDS RUBBER BASE 1��4, RECEPTIONUNTER ,3 5 Tit 1,-=1 1-0„ t ELEV. Steel Frame,Gypsum Wallboard Two layers oropri,tary type X gypsum wallboard around —_ - beam,Base layer attac ied with 1"Type S-12 drywall screws 12" o.c.,face layer attache 1 with 16/o"Typo S-12 drywall screws 12" o.c.to No.24 gage 71L'x 10/o"stool angles screw attached to steel foists and No.25 gage 21/2"stool runner track supporting 1s/o"steelstuds24"o.c.belowboamloworllango.(Onehourun- Fire Test:UL Design L524 restrained beam). Based on UL R3660.7,0 11.12.87 (2) LAYERS GRID _ 3/4" PLYWOOD 5/8" TYPE "X11 SHEATHING GYPSUM BOARD -- _ - — — — T. PLY.i 51-0' \ 5'-0" FLOOR TRU s— \\SEG STRUC '-�- _ NOTE: �---- STEEL BEAM SEE ABOVE FOR SEE STRUCTURAL ATTACHMENT OF GYPSUM BOARD g TO BEAM 5 1�n_1r_U" —CONCRETE BLOCK T.S. COLJMPI _M SEE STRUCTURAL '— James D. Graham & Associates, Inc. Consulting Engineers Jamas D Graham 2828 SW Corbett Suite 221 Mark A. Adolf Portland,Oregon 97201 J Wesley Birch Fax (503)227-0038 Thomas W Pride (503) 241.1995 November 7, 1990 Kathy Bevis Architects Associative 8515-B Hazel Deli Avenue Vancouver; WA 98665 Project: Landmark Ford Subject: Changes on Type"J1"and "J"fixtures Dear Kathy: Please add fixture Type"J i"to fixture schedule to r(, 'i as follows: Type"J1" Same a: I ype"J" except with self-contained emergency lighting. Lithonia SC240A-120-0CT-EL Please delete fixtures Type "J" at stairways. Please add fixture type "J1" to all stairways. Locate fixture and circuit as appropriate. Please find enclosed a sheet showing exit sign locations for corridor#103. Sinc rely, L Gary e�vis GL/If 11071 90052 REA I� I1 . . I it ji I - I i f t 11 14 h11_1Rf4 A S S 0 C I ATF_ Addendum-: LANDMARK FOR 11/8/90 THE FOLLOWING ADDENDUM ITEMS ARE LAWN SPECIFICATION ADDITIONS 1 2 jIAxIr"'I ;N]�Nc�E� 3 4 end Rough See.d�?d Argas 5 6 7 Provide watering, fertilizing, weeding, mowing, trimming and 8 other operations required to establish smooth lawns of uniform 9 color, full growth and density, free of eroded or bare areas. 10 11 clow and c n ug weekly anti edge every other week once lawn 12 is established. 13 14 Ilim. Late weeds as necessary. Check on a weekly basis and 15 eliminate during the following week or sooner. 16 17 Set and adjust Irrigation system as necessary to provide 18 adequate water without creating a saturated soil condition. 19 20 Rand water areas not covered by the irrigation system or when 21 the system is not operating. 22 23 SOIL AMENDMENTB: 24 25 For lawns and rough seed] , provide fertilizer with percentage 26 of nitrogen required to provide not less than 1 pound or 27 actual nitrogen per 1,000 sq. ft. of lawn area and not less 28 than 4% phosphoric acid and 2% potassium. 29 PLANT MA BRI�LBs. 30 31 32 brass or Rouc(h Seed: Provide fresh, clean, new-crop seed with 33 tolerance for purity and germination established by Official 34 Seed Analysts of North America. Provide seed mixture compost 35 Of species, proportion and minimum percentages of purity, 36 germination and maximum percentage of weed seed, as specified. 37 30�,aw s_e d: "Pro-Time Supreme, or approved alternate, 6 39 lbs. per 1,000 sq. ft. 40 MIX�A: 41 42 Jivdro-Seed S1 Irv: Thoroughly blend before spreadin 43 g• 44 45 Egg&, ns specified or indicated on drawings. 46 47 g ilizer, 12-16-8, stow release form, granular commercial 48 fertilizer at 400 lbs. per acre. 49 r_n RL1 I Lcidnnum _;, JANDMJ { Q$Q 11/8/90 2 bin_ or (tackifyer) at 50 lbs. per acre. Approved 7 products include J-TAC R-2400, "M" Binder, Soil-Seal, or 2 approved alternative. 3 4 J�ater as needed. 5 „ 6 7 8 o sqJJ., 6 inch depth (mini.muia) and additional as needed 9 to meet required grades. 10 11. 30 lbs per 1, 000 Sq. tt. 12 13 §y2 qm, 50 lbs. per 1,000 sq. ft. 14 15 Qrq_n Lc Amendment, 4 cubic yards per 1, 000 sq. ft. 16 17 6��ACE PRF�PARA�IOI� 1E3 19 EQ�lanti.na beds and lawn-,, mix topsoil and amendments either 20 prior to placing in landscape areas or apply to surface and 21 thoroughly mix before planting. 22 23 Lawn _.mss: 24 25 yQQsen eu$gr to a minimum of 4 inches. Remove stones, 26 caravel, sticks, excess or contaminated soil, rubbich, and 27 other extraneous or harmtul materials. Till in specified 28 amendment prior to placing topsoil . 29 30 Znrea(ft topsoil to minimum death, plus as required to meet 31 grades, keeping 1-1/71' below adjacent paved areas, after 32 light: rolling, watering and natural settlement. Add 33 ..pecified soil amendments and mix thoroughly into the 34 upper 6 inches of the topsoil. 35 36 ,� �, y_ c�mmerlA�fe iiize.x end gy1��u at rates specified 37 and thoroughly mix into the top two inches of topsoil . 38 Delay application oi' fertilizer if lawn planting will not 39 follow within a few days. 40 41 kin e g.. tz de lawn area-, t .) smooth, even surface with loose, 42 uniformly tine texture. Roll, rake, and smooth lawn 43 areas, remove ridges and fill depressions, at, requireO 44 to meet grades and provide positive drainage. LIL'IIT fine 45 grading to areas which can be planted immediately after 46 grading. 47 48 Thor�uahl.v Water e arQd law areas to assure settling 49 and before planting if soil is dry. Allow surface 50 moisture to dry before planting lawns. Do not create a 51 Adde-ndum : LANDMARK FORD 11/8/90 3 soggy soil condition. 1 2 tore s P to specified condition, if eroded, 3 settlement occurs or otherwise disturbed before or after 4 planting. Reseed or resod as necessary. 5 6 N T�LX.A'}'xOU: 7 8 ecding New Lawns: 9 10 i DQ not u]--e wQt seed or seed that is moldy or otherwise 11 damaged in transit or storage. 12 13 lot,, seed using a spreader or seeding machine. Do not 14 seed when wind velocity exceeds 5 miles per. hour. 15 Distribute seeds evenly over entire area by sowing equal 16 quantity in 2 directions at right angles to each other. 17 18 ,$y�r�oJ_l�q than the quantity of seed specified or 19 scheduled. 20 21 P,vile meed lightly into the top 1/8 inch of soil, roll 22 lightly, and water with a fine spray. 23 24 Protg jt—ST-ded - sloypes against a osion with erosion 25 netting or other methods acceptable to the Architect. 25 27 14ydroseeding t,�_aw"D 28 29 L4LX specified seed, fertilizer, and pulverized mulch in 30 water, using equipment specifically deigned for .11 hydroseed application. Continue mixing until uniformly 22 blended into homogenous slurry suitable for hydraulic j3 application. 34 35 Lpply slurry uniformly to all areas to be seeded. 36 37 Condi on g xi.-tingLawns: 38 39 Recondi,t_ip exiating lawn' areae damaged by contractor's 40 operations, including storage of materials and equipment 41 and movement of vehicles. Also recondition existing lawn 42 areas where minor regrading is required. 43 44 Provide fertilizer, seed or sod, and soil amendments as 45 specified for new lawns, and as required, to provide a 46 satisfactorily reconditioned lawn. 47 rpy_i_de new t9ts-5Qi j, as required, to fill low spots 48 and 49 meet new finish grades. so 51 I LAN[JMARKO 11/8/90 4 I _ re aid co�npacteaxea� thoroughly to provide 1 a satisfactory planting bed. 2 Remove diseased and unsatisfactory lawn areas; 3 do not bury 4 into soil . Remove topsoil containing foreign materials 5 resulting from Contractor's operations, including oil 6 drippings, stone, gravel , and other loose building materials. 7 Where remains but ins thin, mow, rake, aerate 8 if compacted, fill low spots. remove humps, and cultivate :oil, fertilize, and seed. 10 Remove weeds before seeding, or 11 if extensive, apply selective chemical weed killers as required. Apply a seed bed mulch, if required, to maintain 12 moist condition. 13 14 T.�►_t ";,ng Lawns: Water newly planted lawn areas and keep moist 5 until grass is established. 1 17 Acceptance of '"IIs will be based on growth of a uniform color 18 and dense stand Of rasa without weds den � 19 g , , xessiona, eroded 20 or bare spots: 21 gR0_ TF,CTION: 22 23 24 Lawns; install temporary barricade Pence of broom Intakes 6 25 feet on center around perimeter of lawn areas upon completion 26 of sodding or seeding. Tie three strands of twine between 27 stakes and flag with brightly-colored plastic flagging, 28 Remove when lawn areas are established. Install additional 29 or more formidable fencing as necessary to protect lawns from 30 trespassing or damage. 31 32 33 I i I klk\ 1111�1 P Pa ru c i ete FR. Engineers, inc, November 7, 1990 Architects Associative 8515 Hazel Dell Avenue Vancouver, Washington Attention: Kathy Beevis Regarding: Landmark Ford Kathy, The enclosea specification items and revised drawing need to be included in your next addendum for Landmark Ford: Specification 15780 Add 2.3 Package Cooling Unit Add 2.4 Heating and Ventilating Unit Add 2.5 Gas Fired Unit Heater Drawings Replace M-3 dated September 13, 1990 with M-3 revision #1 dated November 6, 1990. Sincerely, John Threlfall JT/HW RMA ONE COLUMBIA RIVER, SUITE 200 • VANCOUVER. WASHINGTON 98660 • (206) 696-2486 • FAX (206) 645-1397 2.3 PACKAGE COOLING UNIT: (AH-1) IA. General : Package/cooling unit. Unit completely factory assembled and tested, piping and internally wored. Provide extended 5 year compressor warranty. 1. Casing: Galvanized steel finished with primer and baked enamel . 2. Electrical : All wiring in accordance with N.E.C. Provide for single point electrical connection. 3. Refrigeration System: Hermetic compressor with crankcase heater, safety controls include high and low pressure cutouts and reset relay. Reset relay protects compressor against cycling by locking out system operations when interupted by compressor overload, compressor motor winding temperature or high pressure cutout. 4. Evaporator Fan: Belt or direct driven, forward curved centrifugal type with adjustable motor sheave. Thermal overload protection on motor. 5. Condenser Fans and Motors: Direct drive propeller fans, permanently lubricated bearings, built-in thermal overload protection. 6. Filters: Filter rack with 2" thick throwaway filters. Farr 30/30 only. 7. Control : See section 15900. 8. Power: Refer to electrical for voltage and phase. 9. Provide factory assembled packages with the following accessories as a minimum. a. Filters - 2" Farr 30/30 - 2 sets required. b. Single point of electrical connection. C. Timer lockout for compressor cycling.. e. Low ambient control for 10 degrees F. operation. 10. Manufacturers: Ca,. r•ie; or Owner approved equivalent. 2.4 HEATING AND IrENTILATING UNIT A 100% outside air gas fired heating unit structure. suspended from B' Equipment shall section tested as consist of furnace section for specified heat riseCompandeCFMckage prior toashipmennd tr C. Housing: Cabinetry parts least 20-gauge, shall be constructed enamel finish. ' galvanized steel and finished of at With interior insulation. with baked D. Blower Section; dynamically Section: Blower wheels shall be centrifugal balanced, forward statically gal wheel with self-aligning D.W.p I Class and V "e-It driven through aligning sleeve bearings 1 sheaves driven be variable grooved cast g and overload pitch. iron pulleys, Drive protected ani morj Motors to be dri `ed on an adjustable p proof, E. Furnace Section: base. shall be Heat excha;iger burner constructed of 409 stainless and drip warranted for steel and p pans 5 years. shall be F. Controls: Gas and electrical intermitt,,nt sparkpilot 24 components shall include control transformer and electronicwith 100ro shutoff, temperature selection electronic modulation with remotelt control . I with o p Of three retires gnition controllerhall b e based or to system shut down. be capable prior G. Accessories: 1. Combustion 2 Redundant airflow proving switch. 3• Automatic ga`' valves. temperature control with duce: thermostat. 4• Filters. H. Manufacturer: Reznor or approved equivalent. q valent. 2.5 GAS FIRED UNIT HEATER: A. Heat exchangers shall have all electric welded construction with .044" tubes and .050" header plates of type 409 stainless steel . B. Burners shall be made of 18 gauge aluminized steel with type 430 stainless steel ribbon inserts and shall fire directly into the heat exchanger tubes. There shall be access at the bottom and pilot assembly. C. All unit heaters shall have adjustable louvers for proper air diffusion. D. Gas and electrical components shall consist of not less than the following: 24 volt combination gas valve containing main and pilot gas cocks, main and pilot gas pressure regulators, redundant solenoid gas valves, pilot solenoid gas valve and 100° safety shut-off; also high limit control , fan control and 115/24 volt control transformer. � . Cabinet and side panels shall be os 20 gauge cold rolled steel and drain pans of (20) (18) gauge aluminized steel . Side panels and drain pans to be finished with enamel . F. Unit heaters shall be A.G.A. design certified. G. The f,)llowing options and accessories shall be provided: 1. Electronic ignition system with flame proving of pilot before main gas valve is allowed to open. H. Provide with 1.0 year unconditional guarantee. I . Manufacturers: Reznor FE, Modine, Trane. lid 1 /1DDEPDUM W. LANDMARK FORD ARCHITECTS: 12000 S.W. 66th Avenue ARCI-!!Tr-rTS ASSOCIATIVE Tigard, Oregon 8bl5-8 N.E. hazel Dell Ave. Vancovwer, WA 9,3%65 Phone: '206) 574-7019 November 2, 1990 The following additions to, deletions from and dlarifi:ations of the Contract Docurvients overn insofar as they apply and shall take precedence over those portions of the original Contract Documents to which they refer. SE rIVICE!PARifS BUILDING ARCHITECTURAL SPECIFICATIONS Item_No. 1. Sheet no. SF10, Specifications, Division 9, Finisnes, Section G9650 - Resilient Flooring, 09650-02, modi"y thus: At paragraph E. (added by Addendum no. 2), change to read as follows: `nuuber stair treads and skirting: Fiexco+ype404- Diatt emd, No. 700 head duty-Radial II treads, length as required." �-U.CTU RAS.-V_�WQ-S Item No. 1. S!,eet no. S5, General Notes, modify thus: At Metal Roof or Floor Deck- Ing, hem 2., change first sentence to read as follows: "Metal decking shall be ASC Pa- cific type W3 H;-form, 22 ga., composite, G-90galvanized, painted vented deck or ap- proved." USED CAR BUILDING&SERVICE!PAMS BUILDING ARCHITECTURAL SPECIFICATIONS liom No_-1. Sheet no. SP10, Specifications. Division 9, Finishes, Sedion 09300 - Ceramic Tile, 09300-02, modify thus: a.) At paragraph A., change to mead as follows "Ceramic wall the In Toilet Rooms to be-4"y4" fT---by-Thompson Tile Co.,-of-eppre a} 6"0"field the with horizontal accent st_roe_o1f2 rows.4f 11"x6"ind(j_ tr9 ot.t"0" triangular a a 1109a. Provide 8"xt3" glared-Ftarzdre Q-42Ilshed finish rce'aln file at Reception/Retail Parts t Dell areas of Parts/Service Building and at Entry of Used Car Building." b.) At paragraph C., change to read as follows: "PfQvIde 1"x-1" 2"x2" unglazed the on Toilet Room Roots, Thomason The "Concordia". E#613 OF AP)DE M M NO-4 ADDEMU[N N0.3 LANDMARK FORD ARCHITECTS: 12000 S.W. 66th Avenue ARCHITECTS ASSOCIATIVE Tigard, Oregon 8515-8 N.E. Hazel Dell Ave. Vancouver, WA 98665 Phone: (2 06) 574-7019 November 2, 1990 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 refer. USED CAR BUOlDM ARCHITECTURAL DRAWINGS Item No._1_. Sheet no. 2, Site Plan, modify thus, as shown on attached Partial Site Plan, R3.2 (Revision 3, dated 11-1-90): a.) Extend sidewalk at east side of Used Car Building, (2) locations. b.) Add nc,'A, at driveway to S.W. 68th Avenue as follows: "Provlde new a_sphaI- tic paving and e, .ruded concrete curb A$_reaulred tolnatCliexlsting,s�QAY ft_1np." Item No_21 Sheet no. 4, Floor Plan, modify thus, as shown on attached Partial Floor Plan, R3.4 (Revision 3, dated 11-1-90): a.) Add drinking fountain, delete sink and change wall configuration at the south wall of Wafting, room no. 107. b.) Add notes at Jan., room no. 110: "Jar,. sink" and "Provide shelf at 5'-0" A.F.F. for hot water tank." Item No. 3. Sheet no. 5, Room Finish & Door Schedules, modify thus: a.) At Room Finish Schedule, add note 22 at wall material column for rooms no. 104 and 112. b.) At Room Finish Notes, add note: 72 South wall of OXi; ,jMMrro._104 and north wall of F&I room no. 112 to receive wallvin - factor fln' �A�I other tQbQ.gW��rd-�,lnLflntsh." c.) At Door Styles, change style "F" to "A", style "E" to "B" and style "B" to "C". Item No, 4. Sheet no. 16, Roof Plan, modify thus.- Add hus:Add additional roof drain, (2) locaticns: at the Intersection of grids c-10 and c-1. Landmark Fora Addendum No. 3 Page 2 of 5 It(*m No. 5. Sheet no. 18, Interior Elevations, modify thus: At elevation 12118, add note: "Reception desk to overhang the llatform by 112 Inch. Wrap.caruet up platform and butt to cabinet. No base Inrequired at.% Receptlon desk PhWorm.11 (tem No. 8. Sheet no. 19, Paving Plan, modify thus: a.) Add the following: "Note: All concrete slabs to be exposed aggregate finish except stairs and ramp tobe broom finish" MECHANICAL DWWlNGS Item No. 1. Sheet no. P1, modify according to attached document RM.3. Item No. 2. Sheet no. P3, modify according to attached do-ument RM.3. SEMICE f PAF" BUILDING ARCHITECTU�L_ DRAWINGS Item No._1. Delete all references to"wire glass" and substitute "one hour rated glass and hollow metal fume assembly'. Item No. 2. Sheet no. 13, Roof Deck Plan, Left and Sheet 7o.). 14, Root Deck Plar, Right , modify thus: Add rote: "5 Provide lightingpole base per detail 3128 at locations shown for pole mounted fixtures of U." Item No. 3. O;teet no. 17, Room Finish Schedule, modify thus: a.) At Dock, room no. 144, change ceiling material from exposed structure to gypsum board. Item No. 4. Sheet no. 23, Wall Sections, modify thus: Add attached detail 3128, lighting pole base at roof deck. Item No._.5. Sheet no. 30, Main Floor Reflected Ceiling Plan, Right, modify thu3: a.) At Office, room no 120, ceiling material to be suspended acoustical telling system. Delete reference to gypsum board. b.) At Dock, room no. 144, ceiling material to he noted as gypsum board. Landmark Ford Addendum No. 3 Wage 3 of 5 Item No. 6. Sheet ro. 33, Interior Elevations, modify thus: At details 16133, 17133 & 18133, all exposed surfaces of plywood to receive plas- tic laminate finish. Item No. 7. Sheet no. 37, Paving Plan, modify thus: a.) All concrete sidewalks to be exposed aggregate finish. b.) Concrete loading dock, slab at trash enclosure, exterior stairs and ramp to be broom finish. Item No. 8. Sheet no. 36, Interior Details & Wall Types, modify thus: I a.) At Jamb detail 4136, delete 135 degree aluminum storefront section" and substitute "hollow metal frame". Itemtoo 9. Sheet no. 38, Storage building Plans, Elevations & Details, modify thus: At Floor Plan, add note at outside face of retaining wall: "Provide below grade ,v ter roofing tsee S eeccfflcatbns Section 0700.0) full_height of wall, extend waterproofing 4'-0" minimum t e!Wnd the Storage building concrete block vwlls." A CT1_I �T_V_RAL�_SPECIF��AI1C�� Item No. 1. Sheet no. SPS, Specifications, Division 7, Moisture Protection, modify thus: Add new Section 07000 - Below Grade Waterproofing, attached. i�am No. 1. Shaet no. SP6, Specifications, Division 7, Moisture Protection, modify thus: a.) At Section 07110 - Waterproofing, 07110-03, paragraph H., item 2., modify as follows: "Aptly Tremproof 60 to the surface by tip !el, squeegee and roller or spray. ej a eeyerage- &F:-pef ga+ - Applyat a covers rate as recommended by the manufacturer 1n a minimum of two O coats" b.) A! Suction 07210 - Insulation, 07210-Ot, paragraph A., hem 1., add the fol- lowing: "At,imerior 20 furred walls.to recelve ban Insuiatlon,provide therms resistance Of 11_jR-11_j." IjV_M_ lo. 2. Sheet no. SP7, Specifications, Division 7, Moisture Protection, modify thus: At Section 07810 - Skylights, 07810-02, paragraph C., item 2., change first sen- tence as follows: Insulated glass: nominal one inch insulated emits shall consist of an outer Iight of a minimum 1 fn"tempered Grey light no. 14 glass and an Inner !fight of X116" clear heat-strenghthened laminated glass separated by a 112" air space " Delete Landmark Ford Addendum No. 3 Page 4 of Items 3. and 4. At paragraph E., !iem 2., add the following: "Match da*bronze color anodized aluminum storefront as specified in Sec,-tion 08,100. Item No. 3. Sheet no. SP9, Specifications, Division 8, Doors, Windows and Glass, modify thus: At SectionCuv1 v - �iass git Glazing, °v i v-v2, Valay cWt i n., iiai i aw ii is following: "Where one hour glass and hollow metal frame assemb.l}t is shown. rovide Titan Metal Products frame with irelite cflass or architect a�pprovO substitution._V_eNy for code restrictions on glass size." MECHAWCAL DRAWINGS Item No. 1_.. Sheet no. M1, modify according to attached document RM.3. Item No. 2. Sheet no. P2, modify according to attached document RM.3 and drawing RP1. Item.No. 3. Sheet no. P1, modify according to attached document RM.3. ELE(w B1Q&L_RAWINGS Itelnn No. 1. Shf et no. E5, modify according to attached document RE.3. tem No. 2. Add lighting fixture substitution approvals as shown on attached document RE.3. IteNo. 3. Modify according to the attached document REA. USED CAR BUN DM&SERVICE f PART'S BUILDING CIVIL_ DRAWINGS Item W. 1. Modify according to the attached document RC.3. ABQHITECTURAL 19PECjF1C_TLQN$ tear No. l. Sheet no. SP3, Specifications, Division 2, She Work, modify thus: a.) Al Section. 02840 - Chain Link Fence, 02840-02, paragraph A., change first sentence to read as follows: "High-Provide chain link fence with fedweed !qk with tmrbed wife io match exi tstIng, unless noted otherwi"on the drawings." Landmark Ford Addendum No. 3 Page 5 of 5 Item.No._2. Sheet no. SP3, Specifications, Division 3, Concrete, modify thus: a.) At Section 03010 - Concrete, 09300-03, paragraph D., item 1., delete refer- ence to 2000 p.s.i. compressive strength and substitute 3000 p.s.l. compressive strength. Item No._3. Sheet no. SP9, Specifications, Division 9, Finishes, modify thus: a.) At Section 09300 - Ceramic Tile, 09300-03, paragraph B., Item 1., add the following: "_C_ontractors option: mortar bed method, Method F112-89. In lieu of thin set -met-hod." b.) At Section 09500 - Acoustical Ceiling Systems, 03500-02, paragraph A., Item 1., add the following: "Second_ ook 111_CgJgrI4be-fttIDOfn c.) At Section 09900- Painting, 09300-03, paragraph B., Item 7., add the follow- ing: `b._ If Drimer is required to achleve_a satisfactory workmanlike ap�llcatlon. then palnter p-ppgyide primer In addition to the finish coats." Ind At Section 09900- Painting, 09300-03, paragraph B., add the following: "11 Interlar Concrete Block to N nt:j21 coatsAl tenor flat latex as R comes from the stainer over(1)coat ac is block filler." Ltem_No 4, Sheet i%o. SP1 1, Specifr:atlons, Division 12, Fumishings, modify thus: a..) At Section 12310 - Pretabrlcated Plastic Laminate Cabinets, 12310-02, paragraph A., Item 9.b., change as inflows: "Pulls for doors and drawers: NWIenal-Leek 1-,- ee4e►fwlre-p4lls, sa in bronze." KE-"NICAL_ DRAWINGS Lte__ ,L See attached document RM.3 for list of approved manufacturer's substitu- tions. EAS OF AFX)ENEXJ I NO.3 V -- z cz CL H Kz — / ::I�..:.:.:.:::.. H W i I a .... .. %:::: :::: � `� o o rn / .......... w x � cn C —i I .......... (/� `� / 'lcl L. I us P-a /\v a z ..... 0! .......... •'�t•��`•��`��'�� x a, a �-�,. �. wax / 10 w , ! / cc w C� - O �- / C Z : t i SL :? ! F` COD X. 0-,0 - St 0 W ! ? LLI L_ !L �-- -- -�q7 ��- r''/ P t„ •� - . � i 'Ili, / to LN . Z x �S,v,� / J ws� ti R3.2 *.. t 8 - - Q7 SIM ___-- -- 181 241� 1 — --- _ UP _J rDlo D.S. _. cit lo , — co cn 0 CONCRETE — STORAGE 1MN I v MAT I u, 0- ;' SIM 11 - I7.S o - % y�" 8 D.S. - _SHEAR — S WALL E_N��--� ib `` SEE 09 p 4 STRUCTUR ;p i2 SIM AL 18 (� I _WA I T I N 7n ffSU4 METT 56-71 L — .I JAN i �' AT ' , 11 A.F.F� I� 1 I R HOT ISEE 120 TAT" j ' -- N ED ;u + L9 W— U(NEJV FURM IIPLM ' i 108 _WC �► i i q OOLUMN—sEL U ( STRUOMAL r I R3. 4 ANCHOR RODS(4 MOD) HEX NUTS(A REO'a) PLAIN WASHERS N REO DI RASE P'JQL rT-ru FINISH GRADE PLAINWASHERS HEX NUTS(4 REO'Q) GROUT AFTER POLE IS GET PLUMDED. % ,'• FOUNDATION LEVEL•J!•• ( `` 13011 Circlo Dlmenslons e3 Specliled \ RID . n --CONCRETE SLAB 8nX4TT X16 CONCRETE -- I'LIGID - T.INSULATION-- _ -- •� W0=00FING _CONCRETE SLAB OVER STEEL DECKING l SEE STRUCTURAL 1 _ t --�-STEEL BEAM BEYOND SEE STRUCTURAL, _ 3 SECTION 07000 - BELOW GRADE WATERPROOFING 07000-01 GENERAL A. GENERAL REQUIREMENTS 1 . The Contract and General Conditions of Contract shall govern all parts of the Work. B. WORK INCLUDED 1 . Furnish all labor, material and equipment, and perform all operations necessary to provide and install a waterproof monolithic membrane and protection board as specified where implied, shown or require on the Drawings or herein. C. SCOPE OF WORE( 1 1 . After inspection of concrete and prior to a full application of waterproof membrane, treat all penetra- tions, projections and panel ,joints as specified in 07000-03. 2. Prior to full membrane application, all cracks, cold ,joints, construction ,joints and expansion Joints shall be tro3at:ed as specified in Section 07000-03. L 3. Provide a watertight monolithic membrane over the retainLng wall as shown on the drawings. 4 . Water test system. 5. Provide protection for the membrane application. 6. Provide a proper flashing to all areas where the vertical wall engages in a horizontal plane. 07000-02 PRODUCTS A. MATERIALS: 1 . A below-grade foundation waterproofing system shall be Paraseal as manufactured by Paramount Technical Products, Inc. , 2600 Paramount Drive, Spearfish, S.D. Telephone: (800) 325-8715. The membrane shall be installed as per manufacture's recommendations and Include all components necessary to provide a complete waterproofing membrane. 2. Construction Joints and irregularities in the concrete surface should be coated with sealing compound to a minimum depth of 1/8" ar aith a minimum edge over- run of 3 inches. 07000-03 EXECUTION A. General - Application of waterproofing membrane shall be done in strict accordance with the specified manufacturer's specifications. Any variance from specified procedures shall be approved by Architect prior to application. B. A job site meeting of the General Contractor, the water- proofing Subcontractor, th,� ArtA;ite^t and a representative of the manufact- urer of waterproofing membrane shall be held to verify all job conditions, The Prints, Drawings, and Specifications affecting the work of the below grade vertical waterproofing will be examined. C. No work will be undertaken until any adverse conditions are rectified. D. EXECUTION The Subcontractor shall inspect, the surfaces to receive waterproofing and specify any deficiencies to the Gen- eral Contractor in writing. Copy shall be sent to the Architect. Application of waterproofing signifies accep- tance of the substrate. E. GUARANTEE The Subcontractor shall guarantee a waterproof assembly for a period of two years from date of substantial com- pletion. Any water penetration of damage caused by water penetration shall be the responsibility of the Subcon- tractor. hiji ..J G 1J a - - t _ . . . . James D. Graham & Associates, Inc. Consulting Engineers Jamas Q. Graham 2.828 SW Corbett Sulto 221 � Mar' A,Adolf Portland,Oregon 97201 J. V cloy Birch Fax(503)227-0038 Thomas W.Pride (503)241.1993 RECEIVED OCT 3 1 1990 October 31, 1990 ARNITFCTS ASSOCIATIVE Kathy Bevis Ar;hltects Associative 8515-5 Hazel dell Avo, Vancouver,WA 90665 Dear Kathy: Please note this change order for Landmark Ford. Ploase replace flxturo Type"F"In Foreman's Room III on Sheet E5 with fixture Type"G". Please note the following additions to substitution requests made by"SEAPORT LIGHTING" Approvals-Section 16500-Lighting Type PER COLUMBIA 4642-43-142-16 CELL-120ESB "H" PRGSCk)LITE 1314 M9.175MHFE-M3 "Y" PRESCOLI-,F T143 If Any questions, please call our office. T rely, (' � Gr Gary q. L wis GAL/Jt iW1jf 9W52 Encl. �E.3 Il ,-, �•: - 1 - + �� TNI_I 1 4 4 i T Fif1E '_ �: Rr1HAhl P James D. Graham & Associates, Inc. Jnmo$D. Graham Consulting Engineers Mark sAdolf J. 2828 SSV Corbotl SOO 2.21 Thomas assW.l y BirchPrldo Portland,Orogon 97201 Fax3 227.0036 03;241.1993 R E C E I V E D Novamber 1, 1990 NOV () i 1,990 ARCHITECTS !,SSCCIATIVE Kathy Bevis Architects Associative 8515-8 Hazel Dell Avenue, Vancouver,WA 98665 Dear Kathy; FIlease note these addendum Items for Landmark Ford. Please mount (1) fixture Type "H' at 10'-0" on Storage Building. Please locate flxtufe south of double Boors, above mechanical louver. Attach to circuit "82"-38 serving other type "Ft" fixtures mounted on North side of Service Building. Please add (2) a foot fixtures Type "P" to Storage Building. Locate lighting and switch as appropriate, Please circuit Iig)ting to"A2"-7 If you have any questions, please call our office. Sincerely, 1 '0" 4'� Gary A. Lewis GL/vb 90052 1101 VFB REA RECEIVED OCT 3 1 1990 October 31, 1990 ARCHITECTS ASSOCIATIVE Landmark Ford I. Used Car Building and Service Parts Building P-1 Plumbing Equipment Schedule DF-2 Drinking Fountain (Handicap) Elkay: No EFH-8 Water Cooler Should Read No. EHF-8 2. Used Car Building P-3 1/P-3 Plumbing Floor Plan , Grid 6 Near E Replace DF-1 Normanclature With 2" FD-1 P-3 1/P-3 Plumbing Floor Plan Grid 6 Near D Add DF-2 See Architectural Drawing For Location. Run 2" Vaste ,,outh and Connect to Waste With WCO. Connect 1-1/4" Vent to Vent System as Required. Relocate 1" Cold Water to New Wall Lo.ation. Route 1/2" CW to DF-2 P-3 1/P,3 Plumbing Floor Plan Add North Arrew Right of Drawing Title Pointing Left. 3. Service Parts Building M-1 Equipment List Add EDH-1 3 KW Indeeco 4. See RP1A for Relocation of CB-1 at Tank Farm and Installation of OOU-1 RM, 3 Landmark Ford Information for Addendum #3 Approved Manufacturers Substitution to Bid 1. 15880 2.3 Engwald, Pace 2. 15880 2.2 Engwald 3. 15860 2.1 Carnes 4. 15860 2.2 Carnes Axial Service Building P-1 Plurr; ing Equipment Schedule S 1 S-2 S-1 & S-2 Should Read Just No. SLX2231 A-CK W/Delta Faucet No. 710 P-2 1/P-2 Delete the words "Typical of Three" from the statement "Air driven PUMP be Owner. (Typical of three) `_1 N3 3131 � t� �l � d 1. t r1H 1611mr 02- plN bC�t�.fL - n f I `! I i �UIL171�!C�\ k-15 Lo yjNDW � I✓Of2 GL�IZ I'CY ��- OIL I�1�1S.IIJ `vALV � `12UF1F WIT[-I eels pall-IN,I L- A" NE c R:G74 Pad acle�te PS, Inc. f=o K V ftv 1,e)I o -rf FP I 1oau,.n�wRmme a.tw �1G1= meq• JATM 10-5:-110 "32H1 � b2� tla t- T DAVID J. NEW'T'ON A�OCIAITS I 10 C r P P C P R7 C ri Civil and Geological Engineering Services November 1, 1990 Jack Mci.Cinney Architects Associative 8515-b NE Hazel Dell Ave. Vancouver, Washington 98665 SUBJECT: ADDENDUM NO. 3 TO CIVIL SITE PLANS LANDMARK FORD Dear Jack: Enclosed please find Addendum Number 3 for the Landmark Ford Project. Call me If you have any questions. Sincerely, DAVID J. Nlr'W'I'ON ASSOC., INC. Jon 'O. Reimann, P.E. Proje(A Manager Enc cc: Frank Adams Frank Adams Associates RC, 3 121 S W 17th Ave, Cnko A?n n7nne icnn, nnn �• ... 1 Fill! rilll 1111111 Addendum Number 3 Landmark Ford Project Page 2 ADDENDUM NUMBER 3 LANDMARK FORD This letter addresses changes on a per sheet basis. Rach item is clouded on the attached 8-1/2 x 11 sheets as they relate to the plan. SHEET 1 OF 5 - SITE GRADING PLAN 1 TRENCH DRAIN AND G nNERAL GRADING Remove the trench drain and the connecting pipe within the the west side of the Service and Parts building. Also change the concrete to apron n 'Icinity of the conereti apron as shown. See attachment.. grading in the 2 STORM LINE C=ONNECTION Relocate the connection of the proposed 1.0" storm sewer pipe to the existinv CMF from 3' south of the }property line to 4' north of t} a curb along the , 10 landscape islatd. 40 �r `b• i o V to 00 • � `� ^fie',"•�`e r� LJ LLJ LO v 4 C3 r (.) �� , i ! 1'�� : i y. � +►. � lam. ��Q� � y \ J N i !1 r• �\ s V i., ,r I ,, •I LAJ ;w , Zi'. 4� a ••V �t� / L71, + AX +�` V ,/,,,�1'• < ' 1r•,� +•Jp• 1, ly- � 'A' 1,' •`' .1�•.•�'1/ �r, ,�' �� / b l //1 i I C4to ot M'� \ fr a N W ADDENDUM NO. 2 x LANDMARK FORD ARCHITECTS: 12000 S.W. 66th Avenue ARCH;TECTS ASSOCIATIVE Tigard, Oregon 8515-B N.E. Hazel Dell Ave. Vancouver, WA 98665 Phone: (206) 574-7019 October 30, 1990 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 Do-. ;meets to which they refer. Destroy all previousprints of dra)Adno reissued-VY1th this Addendum., USED CAR BUILDING ARCHITECTURAL_DRAWINGS Item No. 1. Sheet no. 4, Floor Plan , modify thus: a.) At doors no. 1020 and 102D, add floc, mats on the exterior side of the doors, similar to door no. 107A. b.) Delete water heater from closet at Men's Toilet room no. 109. Item_No. 2. Sheet no. 15, Reflected Ceiling Plan , modify thus: a.) A; Sales, room no. 102, at the raised 2x4 acoustical ceiling tile, add note: "Second Look III". ARCHITECTURAL SPECIFICATIONS Item No. 1. Sheet no. SP9, Specifications, Division 8, Doors, Windows and Glass, modify thus: a.) At section 08700-05 Locks and Devices, Delete second paragraph. Clariti- cation: no panic bars are required. b.) Clarification, at section 08810 - Glass & Glazing, Subsection 08810 - Prod- ucts, paragraph A. Materials: All exterior glazing to be clear, insulated units unless rx-)ted as Grey Light no. 14 on the Exterior Elevations. All interior glazing to be 1/4" cleAM Ilass unless noted as tinted glass on the Interior Elevations. Tinted glass shall be Sola, --)ol bronze. Landmark Ford „Addendum No. 2 Page 2 of 7 MECHANICAL DRAWINGS Iterr, No-A. Modify Plumbing as shown on attached drawing PR3. Item No. 2. Sheet no. P3, Plumbing Floor Plan, modify thus: a.) Near grids 7 &d, at Janitor's room no. 10, relocate water heater and associ- ated pipe to shelf over janitor's sink. Shelf provided by General Contractor. `Nater heater 32" high by 24"wide. Weight with water approximately 454 lbs. ELECTRICAL DRAWINGS 1t,,am No. 1. Modify Sheet no. E8, according to attached letter dated 10-29-90 from James D. Graham &Associates, Inc., item 2, RE.2 SERVICE/PARTS BUILDING LAAIDSCAPE .DRAWI_NGS LftM_N% 1. Sheet no. L1, Planting Plan, modify thus: a.) At east property line (southerly 239.78'), provide landscape strip 4'-0" wide by full length, ivy (hedera helix), 1 gal./24" O.C. with barkk'ust mulch. Provide new irri- gation system and connect to existing system of adjoining property owner. ARCHITECTURAL_DRAWINGS Item No. 1. Sheet no. 4, Key Main Floor Plan, modify thus: a.) Revise configuration of openings at Write-up rooms to agree with Main Floor Plan Left, sheet no. 9. Item No. 2. Sheet no. 6, Key Roof Deck Plan, modify thus, as shown on sheet no. 6, re- vision 1, dated 10-29-90, reissued with this Addendum: a.) Add roof deck topping slab control joint locations arxi notes. Item.N.os 3 Sheet no. 9, ,Vain "Floor Plan Lett, modify thus: a.) At north side of door no. 110A change wall from concrete black to wood frame, from the door jamb to the m,,xt perpendicular wall. Landmark Ford ,addendum No. 2 Page 3 of 7 Item No. 4. Sheet no. 10, Main Floor Plan Right, modify thus: a.) At stairs no. 137, change west wall from wood frame to concrete block. liem No. .1; it;et no. 12, Upper Floor Plan Right, modify thus, as shown on attached Partial Plan: a.) At room no. 203, Telephone, add wood frame wall, type 13/36, running east- west, 3'-49" south of grid 13. Add new door no. 2036 directly south of door no. 203A. b.) At stairs no. 137. change west wall from wood frame to concrete block. (em No. 6. Sheet no. 17, Door Schedule, modify thus: a.) At door notes, add note: "5. Provide panic hardware." b.) At doors no. 126A, 137A, 1379, 137C, 201 B, 207A and 208A in Remarks column, add note 5. Item No.7. Sheet no. 25, Wall Sections, modify thus: a.) At Wall Section 1/25 substitute concrete block for reinforced concrete foun- dation wall from top of slab to top of reinforced concrete footing. b.) At Wall Section 2/25 add dimension of 2'-0"from centerline of glu lam beam to outside face of metal stud at fascia. Item No. B. Sheet no. 26, Wall Sections, Wall Sections 1/26 & 2/26, modify thus: a.) Revise will framing to show T.S. 6x4 header above aluminum storefront. Item-No. 9. Sheet no. 28, Wall Sectons, Wali Section 2/28, modify thus: a.) Change orientation of 2x6 ® 16" O.C. at bottom of roof trusses from parallel to perpendicular to russes. Item-No-10. Sheet io. 30, Main Floor Reflected Ceiling Plan Right, modify thus: a.) At Recep`ion, room no. 121, Retail Parts, room no. 122 and Waiting, room no. 123, at the 2x4 aco istical ceiling tile, add note: "Second Look III". Item-No. 1.1. Sheet no. 34, Interior Elevations, modify thus: a.) At Elevations 1/34 & 2/34 change color 4 to color 2. b.) At Elevation 2/34, at doors no. 108A and 120A and glazed opening be- tween the doors at note: "insi!lated wire glass". Landmark Ford Addendum No 2 Page 4 of 7 Item No. 12. Sheet no. 34.1, Interior Elevations, modify thus: a.) At Elevations 1/34.1, 2/34.1 & 3/34.1, change color 4 to color 2. b.) At Elevation 1/34.1, add note at glazed openings (3) locations: "insulated wine glass". Item No. 13. Sheet no. 35.1, Interior Elevations, modify thus: a.) Add new details 3/35.1, 4/35.1 & 5,'35.1, see attached drawings. b.) At Elevation 1/35.1, add dataiI reference 3/3,.5.1 typ. at sliding door threshold, add detail reference 4/35.1 typ. at sliding door head, add detail reference 5/35.1 at slid- ing door jamb adjacent to glazed opening (4) locations, add detail reference 3/23 at glazed opening head/jamb (4) locations. Item No. 14. Sheet no. 36 , modify thus: a.) Change drawing title from "Interior Elevations"to"Interior Details & Wall Types". ARCHITECTURAL SPECIFI-OgTIM Item No. 1. Sheet no. SP9, Specifications, Division 8, Doors, Windows and Glass, modify thus: a.) Clarification, at section 08810 - Glass & Glazing, Subsection 08810 - Prod- ucts, paragraph A. Materials: All exterior glazing to be dear, insulated units. All interior glazing to be 1/4" clear glass unless noted as one-way glass on the Floor Plans or as Insulated wire glass on the Interior Elevations. Item No. 2. Sheet no. SF10, Specifications, Division 9 - Finishes , Section 09650 - Re- silient Flooring, modify thus: a.) At Subsection 09650-02 Products, add the follc4ng paragraph: "E. Rubber stair treads and skirting: Flexco type 400 Diamond Treads, length as re- quired. Skirting and riser to match stair treads. Provide landing tile to match stair treads at all intern Mediate landings. Rubber stair treads to be installed over smooth sub- strate, fill all depressions with patching compound." i Landmark Ford ;Addendum No. 2 Faye 5 of 7 S�H�tGfit�f�A�-f3H�AWi NG S item No.1. �"odify thus, as shown on attached drawing RS-1. a.) Storage framing 2x8 @ 16" o.c. added over Write-up Rooms #104-#107. b.) T.S. 6 x4 x3/16 added as header at front of all Write-up Rooms#101-#107. Item_No. Z. Modify thus, as shown on attached drawing RS-2. a.) Revise detail 8/S11 to show connection of TS 6 x 4x 3/116 at. C.M.U. walls. Item No. 3. Modify thus, as shown on attached drawing RS-3. a.) Revise detail 18/S6 to show a metal stud wall. Item No. 4. Modify thus, as shown on attached drawing RS-4. a.) Revise detail 18/59 to show location of topping slab control joint Typic.01 locations shown on architectural drawings. Itam No. 5. Modify thu3, as shown on attached drawing RS-5. a.) Add new detail showing reinforcing of C.M.U. header at Teks Room #114. Item No. 6. At sheet no S11, modify detail 4/S11 thus: a.) Revised diagonal bracing to steel stud bracing; the size, spacing and con- nections to conform to detail 18/S7. MECHANICAL_DRAWINGS Item No. 1. Sheet no. P8, Upper Floor Plumbing , modify thus: a.) At grids 13 & B, elephone room no. 203, reloca`ed water heater and asso- ciated pipe to the north, near 2" FS-1. Room is being reduced to 3'-0" in width, see ar- chitectural. Provide two 6" x 6" combustion air per code through roof. ELECTRICAL-DRAWINGS Item-N4., L Modify Sheet no. E3, according to attached letter dated 10-29-901rom James D. Graham & Associates, Inc., item 1., RE.2 M ME 4► Landmarl,, Ford Addendum No. 2_ Page 6 of 7 USED CAR BUILDING & SER\!ICE/PAIRTS BUILDING CIVIL DRAWINGS Item No. 1. Modify as per letter to Frank Adams from David J. NeW'on Associates, Inc., dated October 30, 1990. ARCHLTECTURAL SPECIFICATIONS (tern No. 1. Sheet no. SP1, Specifications, Index to Specifications, modify thu3: a.) Add new Section: Section 10240 - Louvers Item No. 2. St Set no. SP1, Specifications, Division 1, Genera! Requirements, Section 01001 - Altemates of the Project, modify thus: a.) Add the following: "Alternate No_.. 2: Provide E_lastorneric Sheet Roofing System in lieu of Built-up goofing. See Specifications Section 07530." 'tem No. 3. Sheet no. SP3, Specifications, Division 3, Concrete, Section 03010- 03E., :'urface Treatments,modify thus: a.) Arid the following to paragraph 5.: "Where quarry the to be installed over slab, omit sealer and provide light broom finish " 1-tem-WA. Sheet no. SP7, Specifications, Division 7 - Moisture Protection, modify thus: a.) Add new Section 07530 - Elastomeric Sheet Roofing System, R1.SP7 attached. Iter Nc_5. Sheet no. SP10, Specifications, Division 10 - Specialties, modify this (Re- vision 2, dated 10-29-90): a.) Add new Section 10200 - I-ouvers, R1.SP10 attached. Item No. 6. Sheet no. SP9, Specifications, Division 8, Doors, Windows and Glass. 08700-Flnish Hardware, at Section 08700-10, Hardware Schedule, modify thus: a.) At hardware type no. 7., closer by door manufacturer. Item_N . 7. See attached memo by Kathy Dietrich Bevis, Associates Associative, Inc., dated October 26, 1990 for approved substitution requests. Landmark Ford .Addendum No-2 Page 7 r�'r 7 ELECTAIc:AL DRAWINGS Item No�1, See attached ietter by nary Lewis, .lames U. uranam dciaies, inc., dated October 23, 11990 for approved substitution requests for".Just Lights" and "Chal- lenger" products. END OF ADDENDUM NO. 2 CN J �-�'A LACK J. WKINNEY (J VL l� VANi LIVER.WA. . �c, Z 0 � O z N .._J O �D N ch CL c� cr o� G N Er N '^ ° co ° o i � U C co �v) I SCREEN -SLIDING GLASS -'� DOOR UNIT i CONCRETE ALUMINUM SIDEWALK HRESHOLD / SET IN MASTIC SLOPE 1/$"/FT. I CONCRETE y ' SLAB 0 I 3� SILL 35. 311=1 1-011 ALUMINUM COVER TO MATCH STOREFRONT REMOVE NAIL FIN 21'X4j" ALUMINUM STOREFRONT SYSTEM. ALUMINUM SLIDING _ GLASS DOOR UNIT _-- -- ALUMINUM -- _ COVER. TO -- -- MATCH j STOREFRONT �5~ JAMB 5. T.S. BEAM IG SEE STRUCTURAL STUCCO/OUTSULATGYPSUM WITH METAL EDGE 5%8'1 TYPGYPSUM -� - —BATT SHEATHIN —' —i- INSULATION __METAL EDGE ROD & --- T SEALANT L,_ -- -- Au�IIidUM F� SLIDING GLASS SCREEN DOOR UNIT i I '4� HEAD �5 3n-1 1_011 SECTION 07550 - ELASTOMERIC SHEET ROOFING SYSTEM 07530 GENERAL A. SECTION INCLUDES 1 . Substrate preparation 2. Blocking and nailer installation 3. Membrane installation 4. Membrane flashing 5. Batten Gtrip installation H. RELATED SECTIONS 1. Section 07620: Sheet Metal Work 2. Section 07920: Caulking and Sealants 3. Section 13100: Pre-manufactured Sloped Glazing System C. REFERENCES 1 . American Society for Testing and Materials (ASTM) a) . D297: Methods for Rubber Products, Chemical Analysis. b) . D412: Test Method for Rubber Properties in Tension. c) . D471 : Test Method fcr Rubber Property, Effect of Liquids. d) . D573: Test Method for Rubber, Deterioration In an Air Oven. e) . D624: Test Method for Rubber Property, Tear resistance. f) . D74,6- Test Method for Brittleness Temperature of Mastics and Elastomers by Impact. g) . D816: Methods of Testing Rubber Cements. h) . D1149: Test Method for Rubber Deterioration, Surfnce Ozone Cracking in a Chamber. I) D2240: Test Method for Rubber Property- Durometer Hardness. J) . E96: Test Methods for Water Vapor Transmission of Materials. D. SYSTEM DESCRIPTION 1 . Elpstomeric sheet roofing laid loose over roof Insulation and held in place with mechanically attached metal batten strips placed .in the lap joints of the. membrane. R1, SP7 i E. SUBMITTALS 1 . Shop Drawings: Suhmit in accordance with Section 01200, indicating roof size, location and type of pcne-- trations, perimeter and penetration details, roof insulations make-up and layout that have been accepted by an authorized manufacturer's representative. 2. Warranty- Submit two (2) copies of Fire-tone's warranty for EPDA elastomeric sheet roofing. Submit manufacturer's installation instructions. F. QUALITY ASSURANCE 1. Roofing applicator shall be certified in writing by manufacturer as a licensed or approved applicator. 2. A single installer shall perform the work in this Section and shall 'have completed projects of simi.'ar scope and complexity. G. DELIVERY, STORAGE AND HANDLING 1 . Deliver roofing materials, insulation, and accessories in manufacturer's protective containers with labels intact and legible, and comply with manu- facturer's instructions for storage and handling. 2. Handle rolled goods to prgvent damage.. 3. Store all materials on clean, raised platforms with weather protective covering. H. ENVIRONMENTAL REQUIREMENT'S 1 . Weather Conditions: Proceed with elastomeric sheet roofing work only when weather conditions comply with manufacturer's recommendations. Do not exceed temper- ature limitations recommender; by roofing manufacturer. 1 . WARP.ANTY 1 . Manufacturer shall provide standard written (10) year warranty beginning at the date of final acceptance by Firestone. 07530 PRODUCTS A. ELASTOMERIC SHEET ROOFING SYSTEM COMPONENTS 1 . Membrane Material: Firestone Rubber Gard, minimum .045 inches (45 mil ) thick Ethylene Propylene Diene Terpolymer (F.PDM) . 2. Batten-In-The-Seam EPDM panels shall be 7-1/2 feet x longest length practical . 3. Roof Flashing: Firestone Formlash Membrane, density .060 inch sheet. 4. Cnderiayment: Inverted 15 mil. Manningglass Cap Sheet. 5. Slip Sheet: Firestone Protection Mat. , 6 oz. polyproylene nonwoven, needle-punched fabric with high tech & puncture resistance. 6. Splice Adhesive: SA-1065. 7. Bonding Adhesive: BA-2004. 8. Lap Sealant: LS-3029. 9. Pourable Sealer: S-10. 10. Water-Block Seal: S-20. 11. Night Sealant: S-30. 12. Fastener Sealer: S-40. 13. Batten Strip: 1" x 1E; gauge galvanized steel strapping. 14. Pre-Fabricated Pipe Flashing: Formed EPDM membrane. 15. Fasteners: Corrosion resistant of type, length, and strength required for material to be fAstened. 16. Termination Bar: 1.:3 x. .10" thick aluminum bar. B. MISCELLANEOUS 1 . Roof Walkway Pads: Rubber Pads, .30" x 30" x 30". 2. Nailers, Blocking: No. 2 or better, S4S, Douglas Fir-Larch, preservative-treated for rot resistance. 07030 EXECUTION A. EXAMENATEON 1 . Verify proper placement of all roof openings, pipes, curbs;, sleeves, dints, vents and drains. C. B. SUBSTRATE, PREPARATION 1. Comply with manufacturer's instructions for prepara- tion of substrate to receive elastomeric sheet roofing. Clean substrate of dust, debris, and other substances detrimental to elastic sheet roofing work. 2. Beginning of installation means acceptance of conditions as satisfactory. C. UNDERLAYMENT INSTALLATION: 1 . Install underlayment loose layed, as required by EPDM Manufacturer, directly over plywood deck. Place granular surface (town. Underlayment may be tacked to hold in place. D. SLIP SHEET 1. Install protection mat directly over underlayment as per manufacturer's instructions. Section 10200 - Louvers 0200-01 General i A. Provide metal louvers where indicated on the drawings (Architectur- al aryl Mechanical). 10200-02 Products A. Extruded aluminum frame and "S" blades with insect screen and ex- tended sill, acid etch with prime coat for enamel paint finish, Ruskin ELF-375. RISP10 L I I ik ■ ■■■ O■■ ■ ■ ■■■ ■ ■■■ N■ NONE �® ■ NONE ! ■ ■■NN■■■ - i� ■ ■ ■■■■■w■ . •.� i _ .�•... �� ■■ ■ ■■ONE :��.-��. _ ON 0 M ■WEI ■ ON ■■r/■ME N ■ ■■ I� .■■■ ■■ ■NN�...�« - r.r NOON ■■N■■ 1 ■■■ ■■N ■ ■■■ �r ./►..iso./--r,�s. .�►�-rriP . ■ N ■■■ ■ NN■ NOON Al —12 S. t.e It i✓.:j yY,9. '''n t�.' , , AJY ; 'la f , /r Mi{`J N. ♦ !fl '�1' T ICT':I y'�i.,,�l., IF ;ry� , I, -i-v P. � � ;":Y.. :fig A?`,}•�':r�; — - - I Les N�,�L. — { -� •,h .hr AV50' . 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MM W,r, T q! �sw MIA F, .4 immal jw . PO wo Mi 701 r,"Tr. ,TDWo rg 7"20 M FSI 12 3 1,TOI*? VA 1.V .ioe: Landmark Ford Used :;ar Bldg. & Service/Parts Bldg. JOB MEMORANDUM JOB#: 9034 &9035 DATE: 10-29-90 SUBJECT: Substitution Request Approvals The following substitution requests have been approved for this project. Division 3- Concrete 03010-03 E. Concrete Surface Treatme,its a.) Penetrating Sealer (paragraph E-2): Sonneborn's Penetrating Sealer 20 b.) Resin Cure (paragraph E-3): W.H. Meadow's 3100 Resin Cure i c.) Sealer (paragraph E-5): Sonnebom's Kure & Seal Division 7 - Moisture Protection 07110 Waterproofing: a.) Neogard Permagard III @ 90 mils b.) Sonneborn HLM 5000, NP2 Sealant & Protection Course II 07125 Fluid Applied Elastomedc Waterproofing a.) Miller Paint Co. 6015 Acrylic Block Filler & 7058 Acrilastic Elastomerir, Coating b.) Sonnebom Colorflex and accessories 0772.0 Roof Hatch a.) Dur-Red Div slon_8,-Doors�Windows and Glass 08110 t;ollow Metal Doors & Hollow Metal Frames a.) Deansteel Manufacturing 08330 Rolling Doors: a.) R&S Manufacturir g N Atlas Door O8332 Rolling Grilles: a.) R&S Manufacturing 08334 Roll-up ^ni!mer Doors: a.) P&S Minufa^tudng b.) Atlas Door Landmark Ford Page 2 of 2 08360 Sectional Overhead Doors: a.) Kinnear b.) Atlas Door end of Job Memo UI9TR19UTION: File Kathy ' t ch Bevis, A.I.A. Addendum No. 2 w ir I ss v ^� T, ` , I C4 Q . PRO'/GIN f r'r Iv� 7820 I Rrco►t Paraclete [IS, Inc. 1vI )Ie 5 I�WA^lkrn M, (taM�.»�... Uhl? �FZ t3U;�l ►:�-f� 10• Za-�lo FAX c � Gio►.� qW ow lit♦ i Jar lies D. Graham & Associates, Inc' Consulting Engineers Jamos D.Graham 2828 5W Corbett SuRn 221 Mark A.Adolf Portland,Orogon 97201 J.Wosloy Birch Fax 503 227.0038 'Thomas W. Prid6 503 241.1893 RECEIVED October 29, 19W OCT 2 9 1990 i Jack McKinney ARCHITECTS ASSOCIAI IVE ' Architects Associative 85-15B Hazel Dell Ave. ) Vancouver,WA 98665 Dear Jack: 1 Please note the following change orders to Landmark Ford electrical, Sheet E3 and Ea. 1. Please provide indus,rial ceiling fans by Emerson, Model HF1152, In areas Indicated on Sheet E3. Provide 12"hanger pipe In color white to Install fans. Please provide variable speed controls for each fan and mount In appropriate, owner-verified location. Emerson#$W-81. 2. Please provide ceiling fans by Emerson, Model (:F755, In area indicated on Sheet Ea. Provide necessary mounting accessories and variable speed control. Color to be specified by Architect. If you have any questions, please call our office. Sincerely, Gary A, Lewis I GAL/)f 1029imf 90052 RE.2 James D. Graham & Associates, Inc. Consulting Engineers .James D Graham 2828 SW Corbett Suite 221 Mark A Adolf Portland, Oregon 97201 J Wesley Birch Fax(503)227-0038 Thomas W Pride (503)241-1993 October 23, 1990 RE (: EIVE �7 Jack McKinney '-1l; ! ? 1990 Architects Associative 8515-B Hazel Dell Ave. Vancouver, WA 98665 ARCHITECTS ASSOCIATIVE Gear Jack: Please note the substitution ret uests for Landmark Ford as follows: "JUST LIGHTS"-APPROVALS -Section 16500 - Lighting Type"A" METALUX P3GX-24OS28H-120V-LE3 Type"E" METALUX P3MX-240S28H-120V-LE3 Type"H" HALO M5335T-750-11300P Type"L" METALUX 2GC24OA-120V-LE3 Type"M" METALUX 2GC340A-12OV-LE3 Type"N" HALO H7681-9870C Type"O" METALUX BC140-120V-LE3 Type"P" METALUX DCIM248/296-120V Type"O" METALUX IMC240A-120`f-LE3 Type"X" SURELITES EAX-5100-G "CHALLENGER" -ubstitutions approved, except please provide new ground bar design. If you have any questions, please call our office. Sincerely. ry Lev s � GL/If 10231 90052 James D. Graham & Associates, Inc. Consulting Engineers James D. Graham 2828 SW Corbett Suite 221 Mark A Adolf Portland, Oregon 97201 J Wesleyy Birch Fax (503) 241-1993 October Thomas W. Pride October 26, 1990 R E C E I W C D OCT '> 9 1950 Jack McKinney Architects Associative ARCHITECTS ASSOCIATIVE 8515-B Hazel Dell Ave. Vancouver,WA 98665 Dear Jack: Please note the substitution request for Landmark Ford as follows: "Seaport Lighting"-APPROVALS-Section 16500 -Lighting TYPE "A" COLUMBIA 4542G-43-1°2-'i..;ELL 12.0 ESB "B' COLUMBIA P4-222UG-43443-3.120 ESB "C.' COLUMBIA P4-244G-43483-1-120 ESB "D" KEYSTONE CS148/CS196 W/CS48 REFLECTOR "G" KEYSTONE 25M440EXA-12OLE "K" ABSOLITE CHA40OMH 120XU "M" COLUMBIA 4PS2G-52-243-120 ESB "L" COLUMBIA 4PS2G-52-242-120 ESB "O" KEYSTONE SM240EXA-12OLE "P" KEYSTONE CSR 248/CSR296 "X" DUAL-LITE CSGNB-FL-BEP October 26, 1990 Jack McKinney Page 2 "Electro-Reps"-APPROVALS -Section 16500-Lighting TYPE "A" DAYBRITE/BENJAMIN PGS241W-P16S14R-120-E53 "B" DAYBRITE/BENJAMIN PGS222-P16S22-120-ESB "C" DAYBRITE/BENJAMIN PGS424-P32S24R-120ESB "D" DAYBRITE/BENJAMIN T148-120--T%FR-4 T196 20-T!3R-4(2) "E" DAYBRITE/BENJAMIN PS214W-P16S14 "G" DAYBRITE/BENJAMIN CMS7244-4 C CAPRI MHS5H2-S53P DAYBRITE/BENJAMIN CA-7224-4-120-OCT DAYBRITE/BENJAMIN HB40MH-MT-S17-120 DAYBRITE/BENJAMIN CMS2224-4 "X" EMERGILITE FPYN-1-GW "W" TERON EE9-WL-BLACK If you have any questions please call our office. T ly, Gary A. GAL/If Encl. s0052 1026if IYTTJ J. NEWTON ASsOGZA S I N C O H P O n A t E D Civil and Geclogical Engineering Services October 30, 1990 Frank Adams Frank Adams Associates 1645 SW Binford Ave. Greshmn, Oregon 97080 SUBJECT: ADDENDUM NO. 2 TO CIVIL SIVE PLANS LANDMARK FORD Dear Frank: Enclosed please find Addendum Number 2 for the Landmark Ford Project. Call me If you have any questions. Sincerely, DAVID J. NEWTON ASSOC., INC. Zm'JonY. a::n, P.E. Project Manager Enc cc: Jack McKinney Architects Associative 1201 S.Q.N. 12th Ave , Suite 620 • Portland, Oregon 97205 • (503) 228.7718 Branch: 767 Willamette St., Suite 306 ^ Eugene, Oregon 97401 9 (503) 344-0955 Engineering 6 Geologic it Principles Applied to Environmental,Drainage,Civil Works& Private Development Projects Addendum Number 2 Landmark Ford Project Page 2 ADDENDUM NUMBER 2 LANDMARK FORD This letter addresses changes on a per sheet basis. Each item is clouded on the attached 8-1/2 x 11 sheets as they relate to the plan. Sf- :ET I OF 5 - SITE GRADING PLAN ITEM DESCRIPTION. I CONCRETE APRONS Remove the section of 20' concrete apron south of the jog in the Service and Parts Building. The parking lot grades have been modified in this area also. See Attachment. 2 MATCH GRADE, LINE EAST OF USED CAR SALES BUILD►NG Relocate match grade line on the east side of the Used Car Sales Building to be parallel and 1 foot west of the property line. No Attachment. SKEET 3 OF 5 - SITE UTILITIES PLAN ITEM pESCR1I' I SANITARY SERVICE, TO USED CAR SALES BUILDING Change the location of the sanitary sewer service to the Used Car Sales Building to the new location as shown. See Attachment. Addendum Number 2 Landmark Ford project page 3 2 CONCRETE APRONS Change the location of manhole #1 and catch basin #2 to fit the new grades and revised concrete apron location. See Attachment. 3 ADJUST EXISTING SANI'T'ARY SEWER MANHOLE TO FINISH GRADE Adjust the existing sanitary sewer manhole with rim elevation of 289.65 to a. new rim elevation of 251:. See Attachment. +y r1 vt tea' i I' O 1 C z 1 ~� s W> W s ZLai 1 yxjN \ - US c H M's7;A9'_'E 229.9.• �. I 00 i 1 ` YIm Vil a/.. a O � � us IV q � W \ +`_ a oo a �,•• '� .. a — I --- --- Z �y,�., I�I, � ` o _ � \jam, .• to - 1 QN^1 1 ____ . � ----'r OQ •,fir TZEr N o 1 �II •I111�1 �1 1 a.a. �- l. ZoO � '3+ sr � \\V ,N O 3 X N �A �0 ZS I a w I 00 W l? w I W m 3 1 aZ \ �r7 ALJ TL'i rn oa Mrd U— I \ __nyF- �O O •- J O C-4 Q. �ti a I m Z �W O N 0� / �3 W :�J zl�oz ID N t N w p® � I N-. UNN _ F- _ < iL ICL �� !n Z j W W Nggm m. - LJ o V) r- - - - - - I I I z t U O F O w> �O �rZ=w = X a _ . w m cq NOy "--D1I I I D J c I�d cv < tQiO►+J 1N-- I �W awn OzCCaQ�Z m raw NUa I c t ? a o wo I I JQ Jzmar- Ln o CJ I I i < Q WLLJ Zw X` NNOZWIaJcr (V_ W 1 I I F (r W= uj— l —ala..__>CL ' �- cr- UNN m� I W I I G %Jjl�r4. U� to Q I I I W tn O �\ to a a < u N Of W I I N I I )cn W W I I O NZdo 7I 5 tri N - VJ la_p N n. N> U, J cn J 00 00 J I c C4 z JC_I'J =� -- I �Zo -_ v N S W I I ld 3 s t� _ I` z N • — I - °' O w V) I :- I –02 CL W aw I �ia I W w I I '- A mCE W U h V' N W - I �.L s{� J Wm 1 -I I O U � W J J X W n � r! U I N LJ W g /u r. :. o 47C, Q co eq LJ a. N to tm °N °, Nom' �� ,S, YuA J LL `r r I Z Z o Y= 1 Cp LAJ r N V 91 f CdAl) 'To 113M3S 11110 s .e D s,L ° Lr '777 G - a 1 �r.. 111,13470 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• F.O. Box 4755 • Beaverton, OR 97076• (503) 526-2459• FAX 526-2538 October 25, 1990 Architects Associative 8515-B N.E. Hazel Dell Ave. Vancouver, Washington 98665 Re: Landmark Ford Service Bldg. 12000 S.W. 66th Avenue Tigard, Oregon 97223 6090E-144-000 Gentlemen: This is a Fire and Life Safety ?Ian Review and is based on the 1988 editions of the Fire and .Life Safety Code (UBC) , Mechanical Fire and Life .Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are not approved at this time. Please correct the following items and resubmit. The sum of the ratio's, as determined by the areas shown on the title page, adds up to 1 .0529. This is over the allowable maximum size of the building. The overage is so small, in this particular case, that this department is willing to accept it, however, additional area may not be added in the future. This department would wish to caution that any change of use in the building may also place the building at higher over-area actual floor area than is presently proposed to be constructed. The owners and operators of Londmark Ford should be cautioned as to these facts and should acknowledge their understanding of this in writing for this department and the City of Tigard Building Department. 1 . Fire Dampers: No fire dampers were shown in occupancy separation walls. 2 . Occupancy Senarations: Occupancy separatir.ns through the single story section of he attic area appear to be incomplete. More details and revised drai,rings should be completed showing all details of occt.xincy separation through this space. ^Working"Smoke Detectors save I,ve+ �aNVULMIKAMIw � Architects Associative October 25, 1990 Page 2 3. Horizontal Occupancy Separation: All horizontal occupancy separation shall be held up by vertical fire resistive construction of the same integrity as the horizontal occupancy separation. Iv this case, not less than one hour fire resistiveness. Note: Structural members noted on grid line D, 8 to 11, grid line E, 8 to 9, and grid line F, 8 to 8/9 (column) wide flange and columns, all need to be protected with one hour fire resistive construction. 4 . Fire Resistive Masonry Carrying Members: All members carrying masonry or concrete walls are required to be of not less than one hour fire resistive construction and all supports for those members. UBC Sec. 1708 5. Exit-Way Construction and Opening Protection: Stairway #130 and exit-way extension #I26 shall comply with Uniform Building Code Section 3309. Rooms #113 Lnd #126B are not permitted in this area. Double check for HVAC penetrations into this area. This Plans Examiner would advise placing a door complying with Uniform Building Code Section 3309 requirements to the right hand side of the foot of the stairway across the corridor. This door could be held or a magnetic hold- open, therefore, eliminating requirements of one hour construction and one, hour doors for rest rooms, and therefore allowing the sturage and janitor's closets to remain where they are presently located on the plans. The doors .end offices in the corridor to the left of the stairway need to be brought up to compliance with Uniform Building Code Section 3309 requirements. 6. Stairway Construction: Stairway construction grid B between 11 and 13, sheet 10 and 12 first and second floor interior walls,indicate wood construction in one area. Details B/20, 2124 and sheet #15 indicates these to be concrete block construction. Please revise drawings to remove this conflict. 7 . Detail 9/35: This system is being used for one hour fire resistive assembly. Please provide listings and descriptions of assembly for fastener type and spacing, resilient channel requirements, etc. M Architects Associative October 25, 1990 Page 3 8. Heat Detector and Smoke Detector Location: Heat detection and smoke detectors noted in Note 2 and 3 on sheet 17 shall be located in accordance with National Fire Prot( ^tion Association Standard 72E. 9. Occupant separation: Windows located between the service area and the offices shall be protected with one hour fire resistive assemblies. Wire glass set in steel frames are only 45 minute assemblies. Currently on the market are windows liuted for one hour fire resistive assemblies that do not exceed 1 ,296 square inches in size. There are other glazing systems that are listed for full wall assemblies that are also available. This Plans Examiner would advise leaving the existing windows and providing roll down doors over these windows that would provide the one hour fire resistive regn•:rements. 10. Double Fire Resistive Door Assemblies: Where astragals are being used on double fire resistive door assemblies, coordinators shall also be J'nstalled. 11 . Door #137: Door #137 need not be fire resistive assembly but should be provided with bollards to assure full opening and to avert parking of cars in front of it . See detail .3/3. 12 . Smoke Caskets Smoke gaskets are not needed on rated fire door assemblies other than for corridors to comply with Uniform Building Code Sectio: 3305(g&h) . As an example, see door #126-C. 13. Door #114-A: Door #114-A need not be a rated assembly. 14 . Detail 813: Handrails shall not be less than 34 to 38 inches in height above ti.e nose of the stair treads. 15 . Exit Signs: Illuminated exit signs shall be placed in corridor #103 at the corner with a directional arrow point towards the exiting encic,sure 15. Exit Lighting: Stairway #135 shops n , lighting for egress. RECOMMENDATION: This Plans Examiner would recommend that battery pace. emergency lights be placed in both of the stair systems so as to provide lighting when power is interrupted. Architects Associative October 25, 1990 Page 4 I7. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of autoidatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302 (b) 18. Address Required: The tenant epace number must be prominently displayed on the street front where it is readily visible to drivers and officers of reoponding fire apparatus and other emergency vehicles. UFC Sec. 10.208 19. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10. 303 (*) 2A10B:C - Light and Ordinary Hazard 4AIOB:C - Extra Hazard (**) 3,000 - Light Hazard 1 ,500 - Ordinary Hazard 1 ,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may neec to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . 20. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 21 . Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the builrling department issuing the construction permit . UBC Sec. 307 � � A Architects Associative October 25, 1990 Page 5 Despite the number of items in this plan review letter, this was an Excellent set of plans to review in regards to clarity, detail and completeness. I want to thank you for your cooperation and thoroughness of these very complex set of documents for a complex structure. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, 4GeeBirchill Deputy Fire Marshal GB:kw cc: Tigard Building Department �,-� -�-yz�CLQ- � ��c�� y�?�,-r� 1 7/ �C11YOF TIW4 RD r V�3 r- (503)&W-4171 F 0411rr COMMUNITY DEVELOPMENT DEPARTMENT ME ISSUED JOB ADDRE•�: �' 4�1Q - �-- �Z000 �d �cnx rm�/r�rr Z.S i SUB: _ rear: _ IJW USE: _ OWNER VAUiNTION:/I�O 'z;P - SPDCJAT. NOT03 NF1ME I�-AN Ynn A W n k 6P �I RUSSUE OF: ADORI SS: AVE IA�T RELS JE: _ FTMD PIAIN/ SETLSITIVE LAND: PHONE: 03NII2ACLOf2 // �` // NAME: _ L.,C,1_ uc�� ADOE2E<�5: t9 L^ FF2E DEFT -low: - - - --- — ITEMS RDQDIl2ED BUIME[n BC3ARD ¢: _ EXP al=: - Lam/ : BUS 77X: _ A C CAI UC1Li`i'IONS: ARCH/FIJGINF3R( . rx_I A I / G �( zra� DErAIIS: r T o1 --- PHONE.- 'P/ 31 o CMMaEars: L� �. �Z :L — - -- 1 PUgyp r —r PERMIT , A= ,# DESCRU>TICN AM13UNr AMOUNT PD. HAL. DUE 10-432 00 Building Pmt Fees 75c+�UL L :. 10-431 00 Plumbing Permit Fees •UGC 10--431 Ol Mechanical wait Fees 10-230 Ol State Building Tax (5t) - Bui ldi-ng y,V,:; Plumbing _ Mads 10-433 00 Plans check Fee � �Building Ste,. 70 Plummbing (p i Mach 30'-202 00 Sever oxmection 30-•444 00 Ste' Tnspec ion 51-448 00 Suet System Dav Chat' a (SDC-') 52-449 00 Parks System Dcl-v Cbarge (PDC) 31-450 00 Storm DtalrOW Syst Dev aitg (SSDC) 10-130 06 Firr.v,�o LcK 3/5%•:c= / �1J)1 � 1 Rvio-Aved By: _ Date Received: of/3587P.WPF CITY OF T16A UP SW It Ci ria(>eQon oM ,4 COMMUNITY DEVELOPMENT DEPARTMENT (5031)630-4111 PErTlTr f DATE ISSUED JOB ADDRt �N �, coo T4 v wr TAW (ISE: �y�� .� VAL[rATION: _�y-� -� � ��.i�_ OWNi:.Ll , y t - N111`SE: ��Q 1 � '� ,� �p �I S�-- SPDCI7II. NdrES ADDRESS: rJL��© �j,W" T t 'KL---Il— RE-= OF: IAST REISSUE'- FLOOD PLAIN/ — -- r31GNF.: 2 SESISr1TLVE LAND: CiOCJ IRACIC)I2 APPrV1PXS R�tr)r2ED NAME: PZANWM: ADDRESS: _ ENQIJ�2IM. FIRE DEPT —_ PWW: rMT3 Rev t>~n BUIIDERS BazliM if: EXP DATE: — ISST/SDDC7Orfli2A(�Y12S:. ARCH/EZ c 1,14- C� BU5 TAX : -- NAME: G J l Vw-1yiye��: - ADDRESS: e-- 1 — O'IIiIIt: PU MM: MDCH: PFI2MTT A0= it DE`JCRI M.014 AMOUNT At XVT PD. BAI. DUE �---,��- 10-432 00 Building Perm;f Fees � 10--431 00 Plumbing Pemi.t Fee, " = - 1�ti4: : 10.431 01 Mechanical per t Few _ 5 11-230 Ol State Building Tax_(5;%) Building X15.6. Plumbir)g Mech 10-433 00 Plans Cieck Fee BxWdirg 933.45 Plumbing Medi 14 , CC 30-202 00 Sewer Oor>nection f� )�l 30-444 00 Sewer In .ion ,, - � �•��' 51--448 00 Street System Dev ChatW (SDC) 52-449 00 Parks System Dev Ciarge (PDC) — _ ---- 31-450 00 St;aam Drainage Sy-st Dev C1" (S'SDC) --- .. 10-230 06 Firr_ ICITAL . "�. 3r-- ved By: _-1— _-- -- Date pAC7E'L�"E'�C�: ,et/358`/P_WPF i CIT'e OF TIGARD - RECEIPT OF PAYMCDfl- RECEIPT NO. :90--20514:2 CHECK' AMOUNT 4738.6.5 , NAME: LANDMARF l f C)Rr) f�ASI J AJ`1ClUN`r c►,�►(1 A01)r-rE�"; x PAYMENT DATE JW25/90 ' rttli.�DI�.'?c;TJ�N TIGARD. oR 97' 23 1 ?t.,t:►r� aW r-,c,TH PURPOSE OF PAYMENT AMOUNT f''Aira f='tJRPOSE of- P(.Yym .Pjl AMOUNT 17.1mv r�t_�iri cNFCh: FE 9...6:3C ..y..._... 2 9 Jf ,,,}Z. 'I'I.JAL.FIT ........,.�___ ._......_ _.._...____ ..,_.... � TN VALL_ 1805.2o I L. i I,f TWrAt.. AMOUNT P(,kif' 473iB.65 i +i 1 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 90-0019 LOT LINE ADJUSTMENT MIS 90-0010 LANDMARK FORD APPLICATION: A request by Landmark Ford for Site Development Review approval to expand an existing automobile dealership operation through construction of a separate service facility, used car sales office, and expansion of the outdoor vehicle display and storage areas. In addition, Lot Line Adjustment approval is requested to allow adjustment of the boundaries between one of the tax lots involved in the development proposal with a neighboring parcel through the exchange of 4611 square foot areas. Zoning Designation: C-G (General Commercial) . Location: 12000 SW 66th Avenue, between SW 66th Avenue and SW 68th Avenue and north of SW Franklin Street. Owners: Jim and Cora Corliss: WCTM 2S1 1AA, tax lots 401, 1200, 5500, 6100, 6300, 6401; Ferd Warden: WCTM 2S1 1AA, tax lots 5600 and 5700; Charles Kearns: WCTM 2S1 1AA, tax lot 64C0) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted below: A. FINDINGS OF FACT 1. Background Two Sign Code Exception applications regarding the existing Landmark Ford development (SCE 86-09, SCE 89-14) and one Sign Code Exception application regarding tax lot 6400 (SCE 87-02) have previously been review-ad by the City. No other land use or development applications regarding any of these properties have been reviewed by the City of Tigard. 2. Vicinity Information Properties surrounding this site to the north, west, and south are zoned C-P (Commercial Professional) . The majority of the parcels are undeveloped wooded parcels, although several parcels contain single family residences. Interstate Highway 5 lies to the east of the subject site. SW 66th Avenue runs between the subject parcels and Interstate 5. The on-ramp to interstate 5 from SW Dartmouth Street and 68th Avenue forme the northern boundary of the si.te. SW 68th Avenue abuts the western edge of the site. 3. site Information and Proposal Dencri.ption The properties involved in this application include 9 separate tax lots located hetween SW 66th Avenue and SW 68th Avenue north of Franklin Street. The tax lots range in size from 0.03 acres to 1.27 acres. Eight of the parcels are either owned or are being purchased by the Ford Motor Company or the owners of Landmark Ford. Tax lots STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 1 401 and 1200 currently contain paved, open parking areas that are used for inventory storage and used car sales for Landmark Ford. Tax lot. 6400 contains a single story off:.ce building currently occupied by Nendel.'s and FoneAmerica. Tax lo:, 5700 contains a single-family residence. The remaining involvsd parcels are vacant and mostly wooded. Lot line adjustment approval is requested to transfer approximately 4611 feet from the south side of tax lot 6401 to tax lot 6400 with an equal amount from the west side of tax lot 6400 to be transferred to tax lot 6401. The portion of tax lot 6400 to be transferred is the former right-of-way of SW 67th Avenue which was vacated by Council action in 1988. Map One illustrates the proposed lot line adjustment. The applicant proposes expansion of the existing car dealership located on the adjacent parcels to the north onto the parcels involved in this application. A 49,400 square foot single story service and parte building will be constructed in the southwestern corner of the site. The service building will include a roof deck with parking for 76 cars. Access to the roof deck will to from the parking lut to the northeast via a bridge over the pavement below. Also proposed i.s a 2,550 square foot single story used car sales building to be located west of the existing dealership building and north of the proposed service/parte building. The plan provides for a significant amount of grading and tree removal to accomplish the proposed improvements. The majority of thio site will include expanded paved parking area for the car dealership. Approximately 370 display and inventory parking spaces will be distributed throughout the site including 76 parking epar.es on the roof deck of the service and parte building. Forty-six customer vehicle parking spaces will be located adjacent to the service department entrance, including two designated handicapped accessibl.� parking spaces as wall as a bike rack. The site is designed so thnt customers bringing their cars for service will approach the building from the northwest and be greeted underneath an open-sided canopy attached to the building. Dealership employees will move the customer vehicles to the customer vehicle parking area. Also adjacent to the service and parts bu.'.Lding, 26 employee parking spaces are proposed +-n the southwest corner (,f the site. In addition, 10 sales lot cvatomer spaces are to be provided next to the proposed used car bi%ilding, including one designated handicapped parking space as well as a bike rack. Ten employee parking spaces would be provided on t-t:--) northeastern side of the subject parcels close to the exijting dealership building. Several new accesses to the dealership are proposed. One additional access driveway to the vehicle storage and display lot along SW 66th Avenue is proposed. Two additional customer-serving access driveways to SW 68th Avenue will be provided adjacent to the service and parts building. Two loading docks are proposed on the south side of this bu+ ldinq. Access to the loading dock area in to be provided from Sh STAFF REPORT - SUP, 90-00.19/MIS 90-0010 LANDMARK FORD Page 2 � � �• !� A lir 0 =MEN Franklin Street. The lording docks have been oriented so that no truck maneuvering would be raquired along SW Franklin Street to access the loading docks. The applicant proposes a "Truck Only" exit from the employee parking lot to SW 68th Avenue. As previous3.y mentioned, the plans will require a substantial amount of 9-ndins and tree removal. However, the site plan does call for retention of a number of the existing mature trees on this site, including a large oak tree adjacent to the used car building, two other oak trees in the southwestern corner of the proposed service and parts building, and a number of fir trees along the SW 68th and SW 66th Avenue frontages. In addition, a few other scattered mature trees will be preserved throughout the site. The landscaping plan provides for a number of new deciduous street trees to be located along the newly developed site frontages. Hornbeam trees are proposed along the SW 66th Avenue frontage as well as the retention of a number of existing evergreen trees. A number of zelcova trees are proposed as street trees along the Franklin Street and SW 68th Avenue frontages. In addition, a number of fir trees are to be preserved at the southeastern corner of the site adjacent to these streets. Flame ash trees are to be planted along the southern edge of the inventory lot's boundary with the FoneAmerican and Nendel site to the south. A variety of other trees -end shrubs are to be located within landscaped islands within the propused parking areas. The Community Development Code Normally requires that 15 percent of a site within the C-c; zone be landscaped. The applicant requests that an exception to this standard be granted. only 12..1 percent of Lardmar.k Ford's entire actual site would be landBcaped subsequent to implementation of the expansion plins. The applicant requests that credit be given for the substantial amount of public_ right-of-way that is currently maintained as landscaped area by the car dealership adjacent to SW 66th and SW 68th Avenues, as well as additional a -ea adjacent to the ramp onto T-5 for which the a received approval from the Oregon State Highway Divisiont a'llorecenawingtly applicant to landscape and maintain. When this additional landscaped area within the rights-•of-way is combined with landscaping on tete site, an area in excess of 20.9 percent of the gross site area would be landscaped. community Development Code Section 18.120.170.D states that the director shall grant an exception to the landscaped area requirement upon finding that the site plan provides for in excess of 20 percent of a groes site to be landscaped. 4. Agency and NPo Comments The Engineering Department hes reviewed the proposal and has offered the following comments: A. The applicant has submitted a site plan, a detailed preliminary utility plan, an eresion control plan, and an Oregon state Highway Division permit to allow the applicant to landscape and STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 3 maintain a portion of the Interstate Highway 5 right-of-way along the northern frontage of the site. b. Access is provided by SW Franklin Street and SW 68th Avenue. SW Franklin Street is a local street with no curb or sidewalk along the frontage. SW 68th Avenue is a major collector street improved with a curb but no sidewalk. Both streets have an adequate right-of-way of 60 feet. The site plan notes completion of street improvements along both of these streets is planned. It will be necessary for the public sidewalk along SW 68th Avenue to extend northward to the I-5 access ramp. r a applicant has proposed to not construct curb or sidewalk .a.ivag the SW 66th Avenue frontage. 18.164.030 A.l.c. (iii) of the Code permits the Director to accept a future improvement guarantee in lieu of street improvements if, "due to the nature of existing development on the adjacent properties it is unlikely that the street iinprovenents would be extended in the foreseeable future and that the improvement associated with the project under review does not, by itself, provide a significant improvement to street safety or capacity." SW 66th Avenue is a frontage road along the I-5 freeway and dead ends near the northern property line of the parcel to the north that is part of thin facility. There is one parcel along the SW 66th Avenue frontage between the site and SW Franklin Street. Although the site is fully developed, the curbs and sidewalk along the frontage have not been installed. Since installation of curb and sidewalks along either adjacent properties is unlikely and the street does not provide for through traffic, it appears that Installation of curb and sidewalks would not provide a significant improvement to street safety or capacity and should not be required. C. Storm drainage is provided by an existing 24 inch culvert under SW 68th ,avenue and existing an 18 inch cult'( under SW Franklin Street. Both lines were installed by the Oregon State Highway Division an part of the construction of SW 68th Avenue. d. Sanitary newer service for the proposed building is provided by an existing line in SW Franklin .Street. e. The Unified Sewerage has established, and the City has "greed to enforce, (Resolution 90-43) Surface Water Management Regulations requiring the construction of on-site water quality facil.itien or fees it lieu of their construction. Requiring surface water quality facilities on small sites would result in numerous facilities that would become maintenance burden to the city. Furthermore, the applicant has not proposed any such facilities and there are no natural depressions or other areas of the site that are particularly suitable for a water quality facility. Regional facilities, funded by fees in lieu of the construction of these facilities would provide the required treatment. with STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 4 improved reliability and lees maintenance. Consequently, a fee in .lieu of the constructirni of on-site water quality facilities should be assessed. The Tualatin Valley hire and Rescue District has reviewed the proposal and has commented that turning radii for the access roadwaye through the site shall be no less than 45 feet outside and 25 feet inside. Ir, addition, fire hydrants are required within .250 feet of all exterior portions of structures or 500 feet if the buildings aro airinklered. Hydrant locations should be coordinated with the Metzger Water District as well as the Fire District. The Building Division, Oregon State Highway Division, Portland General Electric, Northwest Natural Gas, General Telephone, and Metro Area Communication Commission (Cable Television) have reviewed the proposal and have made no comments. No other comments have been received. B. ANALYSIS AND CONCLUSION Lot Line Ad ustmpnt The proposed lot line adjustment between tax lots 6400 and 6401 complies with applicable Code standards. No minimum lot size is required in the C-G zone. Neither lots, size would be altered by the proposed adjustment. Both parcels will continue to exceed the 50 foot average minimum lot width standard of the C-G zone. No building setbacks would he adversely affected by the proposed adjustment. Site Development Review The proposal for expansion of Landmark Ford complies with Community Development ^ode C-G (General Commercial) zoning district requirements for setbacks, building height, and usage. Automobile sales and repairs are permitted uses in the C-G zone. The proposal in not consistent with C-G zoning district requirements for minimum on-site landscaping (15 percent of site), and maximum site coverage (85 percent) . The applicant has requested an exception to these standards based upon the landscaped area exception allowed by the Code if the area landscaped area of the gross site, including public rights-of-way, is landscaped. This request is addressed under Landscaping below. The proposal conforms with general Site Development Review requirements as well as applicable Code requirements related to vision clearance at intersections, number and location of required parking spaces, screening of service facilities, and provision of street trees and internal site landscaping. Parking, access, and landscaping are discussed further below. STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 5 pa.rki.nq uate number Of customer parking spaces The site plan proposes an adeq arts operations. An appropriate arkiny spaces are proposed :for these for bath the used car and service/parts ro riatualy shows ober of designated handicapped pThe site plan app p and the public serving parking areas. scent to the used car building The site plan, however, does not note how bicycle racks to be located ad site community service/parts building. provided in the racks. many bicycle spaces will be p quires that one bicycle Development code Section 18.106.020gfor 15 ;automobile parking parking space within a rack be provided service customer, Ninety-twO combination used car customer, spaces. spaces are provided. Therefore, the bicycle and employee parking P bac cycle parking spaces within racks shall provide for no less than -, Y the racks. to the Oregon Revised Statutes have increasethe Recent changes asking spaces. Based upon dated handicappedp ed epa�es are required for a State requirement for designated required handicapped State Statutes, three req asking spaces. parking lot with be 50 and ].5U customer-serving ofthreehandicapped The site plan appropriately proposes p spaces- anent to the The spaces are appropriately located adz parking P iately sized to provide for a six- building entrances and are appropriately p foot wide aisle on the passenger side of t-hu space. provides for approximately 370 display and inventory The sits plan P This includes 76 spaces for the needs of the car dealership. Staff parking p of the service building. parking spaces on the roof deck use Of the roof deck for this additional parking and will applauds the auto-intensive uses to follow this example in encourage other providing for their parki:�g T1P.edn Access Street Im rovements s and Provides for an adequate number of access lot. o .driThea"Truck The plan p• Parkin appropriate locations for accesses to the P just north Of Franklin Street is Only" exit along SW 68th Avemte uirin that semi--trucks travel appropriate for this use rather lot co nater to the anticipated traffic through the customer parking flows. The orientation of the loading ramps or, the south side of tthe he arts building is such that trucks will need to This will service/p to the loading ramps. parking lot in order. t� back up Franklin Street from . rucks that prevent truck blockage of otherwise mi%ht need to back up on the street to enter the site. Osed locations for trash and recy ling Staff notes that the pro pirP difficult truck maneuvering. material pick--up may req ment- on these facilitieB. recommended that the architect contact the franchised waste hauler o The plan should thin area for. review and cr�m be revised accord i.rig l y 1 c. f ac i 1 i tat e (_rock movement.e. STAFF REPORT - SDR 90-00'_9/MIS 90-001(1 LANDMARK FORD Fags F I.andscapinc, The Community Development Code normally requires that 15 percent of a site within the C-G zone be landscaped. The site plan provides for only 12.1 percent of the properties that will make up the Landmark Ford development to be landscaped. The applicant has requested that credit be given for the substantial amount of public right-o£-way that is currently maintained as landscaped area by the car dealership adjacent to SW 66th and SW 68th Avenues, as well as additional area adjacent to the ramp onto I-5 for which the applicant has recently received approval from the Oregon State Highway Division allowing the applicant to .landscape and maintain . When this additional landscaped area within the rights-cf-way is combined with landscaping on the site, an area in excess of 20.9 percent of the gross site area would be landscaped. Community Development Code Section 18.120.170.D states that the director shall grant an exception to the landscaped area requirement upon finding that the site plan provides that in excess of 20 percent of a gross site will be landscaped. Staff agrees o allow the groes site area lai,:dca?ing to substitute for compliance with the 15 percent net site area land3caping standard. However, staff notes that some of the area In,-,luded within the landscaped area shown on the site plan dated August 29, 1990, is currently mowed weeds and barkdust without plantings. A revised landscaping plan will need to be submitted for staff review and approval that indicates proposed landscaping materials to be installed in all areae within public rights-of-way that are intended to count towards the 20 percent groes site area standard. Acceptable landscaping materials must consist of domestic grasses, shrubs, trees or groundcovers. Use of gravel or bark dust must not be more than a minor part of the proposed landscaping. The proposed development will necessitate removal of a number of the mature trees on the property. The site plan, however, calls for retaining quite a few of the larger mature trees, especially on the site's perimeter. Reasonable care has been taken to design the site so as to reduce the trees to be removed, especially because of the auto-related nature of the use with its need for extensive parking areas. Nevertheless, staff finds that one additional significant tree located in the southweet,,rn corner of the site should be preserved. The topographic survey of the site i-ndicates that this fir tree has a 24 inch diameter. trunk. The tree is fully branched to ground level, appears healthy, and is well shaped. Retention of this tree will cause the loss of some employee parking but will also result In better screening of the employee parking lot, trash enclosures, and loading dock areas from the view of neighboring properties and motorists on SW 68th Avenue. The landscaping and site plans will need to be revised to show this tree to retained. In addition, the landscaping plan wil' need to be revised to show that the proposed street trees will be 0 least two inches in diameter at four feet above grade in conformance with Code standards. STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 7 C. DECISION The Director's designee APPROVES Site Development Review SDR 90-0019 and Lot Line Adjustment MIS 90-0010 subject to the following conditions: 1. A lot line adjustment survey map and legal description shall. be submitted to the Engineering Department for final review and approval prior to the applicant recording the adjustment .pith Washington County. STAFF CONTACT: Bill Baierski, Engineering Division, (639-4171) . 2. A demolition permit shall be obtained prior to demolition or removal of any structures on the site. Existing utility connections, welts, and septic systems shall be properly removed or capped. STAFF CONTACT: Brad Roast, Engineering Division, (639-4171) . SITE GRADING AND TREE REMOVAL PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS LISTED BELOW ARE SATISFIED. 3. A revised landscaping plan shall be provided which provides for details regarding proposed landscaping material within all public rights-of-way that are shown to be landscaped on the Bite plan dated August 29, 1990. Landscaping materials may not coneLst of native grasses, bark dust, gravel or similar materials but instead must consist of domestic grasses, shrubs, flowers, or other typical landscaping materials. The revised landscaping plan shall also note the intended sizes of proposed landscaping materials. Street: trees are required to have a minimum caliper size of two .inchce at four feet above grade. The revised landscaping plan and a revised site plan shall. also show all existing trees to be retained as shown on the Topographic Survey submitted on August 7, 1990. This includes 1 the large oak tree adjacent to the proposed used car sales building. In addition, the plans should be revised to provide for retention of the 24 inch diameter fir tree in the southwestern corner of the site as shown on the Survey. STAFF CONTACT: Jerry Offer, Plannir.g Division, (639-4171) . 4. A Tree Removal Permit will be issued only for trees proposed for removal on the Topographic Survey map submitted to the city of Tigard on August 7, 3.990 and only after approval of the revised landscaping plan noted above. The Tree Removal Permit will be conditioned upon compliance with the recommendations of consulting arborist Robert Mazany for protection of trees to remain on the site in Mr. Mazany 's August 7, 1990 memorandum to Frank Adams. Required fencing or equivalent methods approved by the staff and arbor!.st to be located around trees to be retained shall be installed prior to commencing grading activities and STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 8 shall remain in place until final landscaping activities are undertaken. STAFF CONTACT: Jerry Offer, Flaniziny division, (639-4171) . BUILDING PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS :ISTED BELOW ARE SATISFIED OR AN ACCEPTABLE PERFORMANCE ASSURAN:�E IS POS'"ED. 5. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for preliminary review to the Engineering Department. Seven (7) sets of approved drawings and one (1) itemized construction cost estimate, all prepared by a Professional Engineer, shall be submitted for final review and approval (NOTE: these plans are in addition_ to any drawinga required by the Building Division and should only include sheets relevant to public improvements. STRFF CONTACT: John Hagman, Engineering Department (639-4171) . 6. Building permits will not be issued and construction of proposed public improvements shall not commence until the Engineering Department has reviewed and approved the public improvement plans and a street opening per-,it has been executed. A 100 percent performance assurance oz letter of commitment, a developer- engineer agreement; the payment of a permit fed, a sign installation/streetlight fee and fere in lieu of the construction of on Bite water quality facilities are required. STAFF CONTACT: John Hagman, Engineering Department (639.-4171) . 7. An agreen.ant shall he executed by the applicant, on forme provided by the City, which waives the property owner's right to oppose or remonstrate against a future Lccal Improvement District formed to improve SW 66th Avenue. STAFF CONTACT: John Hagman, Engineering Department (639-4171) . 8. Standard half-street improvements, including concrete sit'ewalk, driveway apron, curb, asphaltic concrete pavement., sanitary sewer, otorm drainage, streetlights, a:id underground utilities shall be installed along the SW 68th Avenue and SW Franklin Street frontage. Improvements shall he designed and constructed to major collector street and local street standards respectively and shall conform to the alignment of exiuting adjacent improvementB or to an alignment afpro,,ed by the Engineering Department. STAFF CONTACTS Gary Alfeon, Engineering Department 1,A-3-4171) . 9. The proposed privately-operated and maittained parking lot and/or roadway plan--profile and cross section details shall he provided as part of the public improvement plans. The plans shall show the measured area of impermeable surfaces existing impermeable surfaces that remain, and existing impermeable surfaces that will be reconstructed. STAVF CONTACTS Gary Alfson, Engineering Department (639-4171) . STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 9 10. Sanitary sewer and storm drainage details shall be provided as part of the public improvement plans. Calculations and a topographic map of the storm drainage basin ahall be provided as a supplement to the public improvement plans. Calculations shall be based on full development of the serviceable area. STAFF CONTACT: Greg Berry, Engineering Department (639-4171) . 11. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Di,.rision (639-41711 . 12. The proposed privately operated and maintained sanitary sewer and storm drainage system plan-profile details shall be provided as part of the public improvement plans. STAFF CONTACT: Greg Berry, Engineering Department (639-4171) . 13. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989." STAFF CONTACT: Greg Berry, Engineering Department (639-4171) . THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY' PERMIT. 14. All landec,.1•ing material shall be installed and existing trees protectr as per the approved revised landscaping plan. All public improvements and other site improvements shall also be completed. Financial assurance of an amount equal to the cost of materials and installation may be provided assuring completion of all improvements within 6 months of occupancy. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . 15. A sign permit shall be obtained prior to the erection of any signs. THIS APPROVAL IS V4LID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE FINAL DECISION DATE NOTED BELOW. D. PROCEDURE 1. Notice: Notice was published in the newspaper.. posted at city Hall and mailed to: K_The applicant and owners v Owners of record within the required distance v The affected Neighborhood Planning G�-ganization v Affected government agencies 2. Final Dectsion: THE DECISION SHALL BE FINAL ON 9/11/90 _ UNLESS AN APPEAL iS FILED. STAFF REPORT - SDR 90-0019/MIS 90 .0010 - LANDMARK FORD Page 10 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. SEPT. 11, 1990 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. P D BY / jevWbffer DATE A ate Planner APPROVED BY: Reith I.iden DATE Senior Planner br/JO:SDR90-19.jo STAFF REPORT - SDR 90-0019/MIS 90-0010 - LANDMARK FORD Page 11 1301 30 15 30 1 29 ZJAC. 29 (m n850) 16 + 29 100 17 28 17 28 1 rn -1 F + + /2 Ac. 18 2, 18 27 „ fn T T T A f T T T + T T T 200 1200 1 I I i AG26 19'6o AC. 22. 2-3 24 25 26 19 20 21 22 23 24 25, 2% 11 1 1 1 1 L -1 1. 1 1 .L 1 1 1. l ?EET �P7J 5"o,_ 81VACATE 7 n > q --r 2 T T TI- T T "I' r T T T T T T T r 200 a m 48,120) + '3 Ac. 1 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 w i i I no. _ 300 5500 6100 .9 36 ♦STA. W AC .57 AC. 570n -{ F- .29Ac + I 116 AC. 10 6300 � 34 t 11 34 . 33 co 12 33 ..G4" 43.... 33 .9 32 13 n +6 3? 2 14 � 31 � N � 14 2� 31 6400 + I 30 15 30 - Il.27 Ac.15 30 29 16 21, " ~ 16 + 29 1 28 17 28 17 26 + 27 18 27 18 + 27 ^ -T - -r T T T T T T + T T T I Z 4 7oAG 5600 . 24 25 26 C9 20 21 22 23 24 25 26, 19 20 21 22 23 2.4 25 I rn t p c) IR Y L rj L_ cn FRANKLIN STREET : I > D 8200 8100 0000 7900, 6700 rn t9 AG .25 AG. f Ar. Yoz I 153 Ac. 6 7 8 1 2 3 4 5 6 7 9 1 1 2 3 4 5 6 7 80 1 MAP ONE PROPOSED LOT LINE ADJUSTMENT .i•1•x �r •r 1 tJtixu PLUMBING PERM 1 i 13125 SW HALL BLVD. P. O. BOX 23397 Applicants must hold Oregon Registration to conJuc-t a plumbing TIGARD, OR 97223 business a must be property owner/operator rxt hiring outside help. Name of Deve'aprnent (503)639-4175 ermit N •-y r / Plumbing dermic No. Address Descnption ORS B 14-21-6 10 WAN. PRICE AMT Job Tax Lot Map.No. _ Address FIXTURES int 81ock-- Subeivlslon sink A_,�/(---- - --_----- T50 a_e name sales - - Lavatory L- —�— ��—__-- 7.50 �!-,� Tub or TWShower Comb_ - - 1.50 as Ing Address Shower Only 7.50 Owner fifty/&tate zip Water Closet - 7.50 SCS Dishwasher �-- ----- _- 7.50 - Phone Garbagr Disposal -- - - -` 7.50 WashingMachine - -_-__ 7.50 Name i F1oa Drain 7.59 5 A SO malling ress Phare Water Heale• _- -._ -- 7 50 _ _— Laundry Room Tray 7.50 Occupant City/State --- Z><i Unnaf— ----�- - f 7.50 ls' 66 Name lone Other Fixtures(Specify)^ — 7.50 ~L 7.50 (�) ng ress Phone _ !�� 7.50ZA i S Contractor CFty/Stale ----- Zip / 7.50 _ MISCELLANEOUS --- City Bun Tax No Sewer 1st 100• 90.00 Sewera .aAddrt 100 - 15.00 Mate s.l�arA�r ��ute�r*'Tiers-�us7'x.. (Resx's.16al) WaterServioe Ist 100 - -1-- 20.00 V I hereby acknowledge Riot 1 have read INS alpl "on.CW 11"m inkrmatitxr Water Service es Addil.�lya 15.00 Rik'a given is oorract.that 1 am registered with the:'.tate tkAder s Board.and also Storm 6 Rain Drain 1 st 100• / _ :10.00 he"a State Pkint*og knme VW the numm oars given are coffvcL that all --- pk mbint;work will be dew in socordarce with appfr= id as provisions of Ore- Slam&P-in Drain.kddil.100'- 15.00 gon Hevised Statutes Chapters 447 and 69..1 and applicable codes and that Mobile Home SIS 2500 no heip will be employed urNess keened under ORS 603 (11 exempt from - -` e reason ba&ow). Back Flow Prevention �f 7.50 / VL State ragistratlon,please 9^' Device or Anti-Pollution Devrce i+ 110MFOWNERS--1 hereby OW*Cif 1 am the ownet of the pmperty de ----- scribed abed above,at wt#r"Oon I propose so make a p4rnbinp kratalislk-kv Any Trap or Wash Not MY awn use:nnd this prop"is not beYtr ig cxavcied for sale.lease or rent (Axvmocfed in a FixbA 7•ate -- I Catch Basin - 7.50 kip_of EtriM;Pknrrrbing _- -- - 40.10 Per Hr. - -- ---- - -- ------- -- Speaally Requested inspections _ 40.00 PM Hr. _ -�_.- --.----- _ Rain Drain, 15.00 Single ram. Dwlq. _ AUTHORIZED SIGNATURE - - - - Date Describe wok new N addition(I slf.rcatkxl❑ repair fl -- --- tQ be dine residential(� non-residential Existing use of _— HINIMUM PERMIT FEE 25.00 txAldklp a pr�{,Qrty _-- -- --- -- SUB—TOTAL �� ) cPosi uAe of _ 5� SURCHARGE S S t I&V a popwty ----- -_--. ---- -- _-1-5111i 5t PLAN REVIEW 7 f: ?..5 NOTICE This pe mil b000mes nu"and void*wak oonetrualkv,authofUed Is not coo --- - TOTAL menood wlfhln 150 daysw I oondrurfi r or work la V APWwW Of dlbwdonad ler a porkxl rA ISO days at any(!ma sfta work u 0o"V W'4Vd onto lasued by -- --- _andmark Ford Addendum No. 2 Page 5 of 7 ST-RUEffURAt 61JJ WINGS Itam No. 1. "o;i y t"us, a; s".aLv^on attached dravrir�g RS a.) Storage framing 2x8 @ 16" o.c. added over,Write-up Rooms#104-#107. T.S. 6 x4 x 3/16 added as header at front of all Write-up Rooms#101-#107. Item No. 2. Modify thus, as shown on attached drawing RS-2. a.) Revise detail 81S11 to show connection of TS 6 x 4x 3116 at C.M.U. walis. Item o. 3. Modify thus, as shown on attached drawing RS-3. a.) Revise detail 18/S6 to show a metal stud wall. Item No. 4. Modify thus, as shown on attached drawing RS-4. a.) Revise detail 181S9 to show location of topping slab control joint Typical locations shown on architectural drawings. Item No. 5. Modify thus, as shown on attached drawing RS-5. a.) Add new detaii showing reinforcing of C.M.U. header at Teks Room #114. Item No. Q. At sheet no. S11, modify detail 4/S11 thus: a.) Revised diagonal bracing to steel stud bracing; the size, spacing and con- nections to conform to detail 18/S7. MaCHANLCAL DRAWINGS Item No. 1, Sheet no. P8, Upper Floor Plumbing , modify thus: a,) At grids 13 « 0, Telephone roorr ). 203, relocated water heater and ,asso- ciated pipe to the north, near 2" FS-1. Room is being reduced to 3'-0" in width, see ar- chitectural. Provide two 6" x 6"combustion air per code through roof. ELECMIIJQAL DRAV1(INQS 1Sem r gA Modify Sheet no. 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