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15670 UPPER BOONES FERRY ROAD-2 --� 11 1 12 1 13 1 14 1 15 1 16 1 17 18 19 20 A ID (0 L I INua me Q 1 10 1;1:�© Q 0 NI 00 e e DFED-) o 9KAPPE§M DE" MrMATIMI U5SWf, '. _ GFgMKW OR 9M TEL (503) 685-5044 `. W1w Co D D Q FAX (503) 492-602 •.M O C� D D DLL F�. COPYRGHr ��)1"( > by KAPPERTZ OES+GN CORPORATION ALL RIGHTS RESERVED, NO PART OF 1`1115 WORK MAY BE REPRODUCED OR DRAWINGTRANSMITTED IN ANY FORM OR BY INDEX ANY MEANS, ELECTRONIC Ort • MEC+iANICAL, INCLUEMNG PHOTUCOPYlNG, CCMIPUTER (MTA D OR BY ANY INFORMATION OR STORAGE RETRIEVAL SYSTEM, EXCEPT •,(0."'" ' =w F°'i=31 ( += =a a a A AS MAY BE EXPRESSLY PERMITTED 'N ., . ) :....... li /i c.-• /" l �� I, SITE WRITING BY KAPPERTZ DESIGN, CORP. rug s REPLACE EXISTING TANKS, ISLANDS AND CANOPY PER THIS WORK IS SUBJECT TO )III J + `�?DO= "�-� . •Ir'-_\ PROTECTION AS MI "ARCHITECTURAL • ' 19W. BO _ i=— CS COVER SHEET D.E.Q REQUIREMENTS WORK" UNDER SECTION tOZ Tflt COPYRIGHT ACT, 17 U.S.C., AS•• AMENDED DECEMBER 1, 1990 ANO SITE SURVEY REMODEL EXISTING BUILDING SERVICE BAYS TO ENLARGE KNOWN AS PROTECTION A WORKS • COPYRIGHT PROTECTKkI ACT Of 1990. • I o • `. • " '• • • •• SP 1 SITE PLAN EXISTING CONVENIENCE STORE E �_ �• _ — SP2 GRADING PLAN to •'. • • �' a �W �'_--� ' ;' `_ ` �*f�y�: `; , : SP3 EROSION CONTROL PLAN SP4 SITE DETAILS PROJECT DATA '► �';. L1 LANDSCAPE PLAN " t , Trail rP , BUILDING CODE EDITIONS: 1994 UBC UMC UPC UFC :WITH STATE AMENDMENTS m F 3 >.. ,.� ,•.�.,�'�; A00 COVER SHEET/SCOPE OF WORK ' 1996 OREGON STRUCTURAL SPECIALTY CODE '� • o !� '• M EF01 EXISTING FOUNDATION PLAN1996 OREGON UNIFORM FIRE CODE • • • . ;` �� r . EF02 EXISTING ROOF PLAN FRAMING & DETAILS V. DEMOLITION PLAN 1996 OREGON MECHANICAL SPECIALTY CODE jq 1996 OREGON PLUMBING SPECIALTY CODE .� ►� o/•. ,� i � ; I�:; �, ��_ . _. .__�.: = FLOOR PLAN A01 , DOOR & FINISH SCHEDULES G +` 1 �' ':' • ! '��;, �� y . . • C A02 ROOF PLAN & DETAILS 1996 NATIONAL ELECTRIC CODE z • >1t '��. �� 'I • •. ' , ••; EXTERIOR ELEVATIONS ENERGY CODE: 95 OREGON STATE �--- z 0 9 ►a' �� ; • • ; A04 REFLECTED CEILING PLAN & DETAILS � ;,..:,� �• . . ELI •. ; • ' ; •• • •, A05 BUILDING SECTIONS & INTERIOR ELEVATIONS �'= �'• '• " ' �' �� I -''• ' A06 LEGAL DESCRIPTION TAX ACCOUNT R513073 --- '�' can 1$ . • j DETAILS — ,5 rave °.: ,'�$ ,�. . . .03 .• �' A07 TILE LA (GUT, DETAILS & SPECIFICATIONS MAP TAX LOT: 2S 1 12DD 00800—A1 •Gr - - w •SEA A08 ENLARGED RESTROOM PLAN, ELEVATIONS W Q •� � �=;: =- & ACCESSIBILITY NOTES ZONE CG (GENERAL COMMERCIAL 11. G01 GRAPHICS & PAINTING PLAN SITE AREA 9605 S.F. wVICINITY MAP Y01 MERCHANDISING EQUIPMENT & PURCHASING LIST REQUIRED LANDSCAPING 1441 S.F. ( 15%) 10 ca BCALE� ■N.Tb. S01 GENERAL NOTES ONSITE LANDSCAPING 1116 S.F ( 11 .5% 0 S1 . 1 FOUNDATION PLAN ) I S2. 1 ROOF FRAMING PLAN OFFSITE LANDSCAPING 1108 S.F ( 11 .50 0 S3. 1 FOUNDATION DETAILS TOTAL LANDSCAPING 2224 S.F ( 23 y) S4. 1 FRAMING DETAILS W � S4.2 FRAMING DETAILS PARKING N RK G REQUIRED. 4 STALLS (1 STALL FOR EACH 490 SF FLOOR AREA) M02 HVAC SPECS, NOTES Sc DETAILS w - r AC FLOOR PLAN PARKING PROVIDED: 3 STANDARD AND 1 H.C. STALL P01 PLUMBING SPECIFICATIONS, NOTES & DETAILS C—STORP02 PE PLUMBING PLAN 1537 S.F. 1748S.F. o P03 PLUMBING RISER DIAGRAM GROSS BLDG AREA: S. -� E01 LIGHTING PLAN & FIXTURE LIST OCCUPANCY TYPE M S3 E02 POWER PLAN NO. OF OCCUPANTS 52 N/A • . I / E03 HVAC POWER PLAN CONSTRUCTION TYPE V—N 11—N E04 PANEL SCHEDULE, NOTES &SINGLE LINE DIAGRAM i E05 ELECTRICAL ELEVATIONS E06 ELECTRICAL SPECIFICATIONS C17'y OF TIGARD REVISIONS: y / � '•• \�••' ` , I CANOPY Approved . .... ... ... ....... .. ... Jit 100eonditionally gAPt'oved., ..( T1 PIPING PLAN dor only the work as described irt. L �•• T2 ELEVATIONS AND DETAILS s c�MIT No. o attar to: Follow... .... ...... JobA ��. Attach.............................. .( IL CF1 CANOPY FOUNDATION PLAN & NOTES Address: r ••• -- -- C 1 CANOPY FRAMING PLAN & ELEVATIONS ey__ I C2 CANOPY SECTIONS & DETAILS I I V) C3 CANOPY FASCIA SECTIONS • . M I0 ElI .. W PROJECT CONT t�CT =- Q ' %Vco I a OWNER: CIVIL ENGINEER C--STORE `■`� 1 ( ) MECHANICAL and ELECTRICAL ENGINEER (C—STORE) DAM. 8_25_98 (�,I N ; I FRED DRYSDALE INC. BARGHAUSEN CONSULTING ENGINEERS, INC. J&S CONSULTING ENGINEERS Inc. 15670 SW. UPPER BOONES FERRYsc�.F: AS NOTED RD. 18215 72nd AVE. S0. 175 EAST OLIVE AVE. SUITE 202 I _ LAKE OSWEGO, OR. 97035 KENT, WASH. 98032 BURBANK, CA. 91502 ofwwi+: DER F-m : JAY S. GRUB CONTACT: FRED DRYSDALE CONTACT:2B P.E. CONTACT. JIM WAKEFIELD PHK �+ (503) 639-3003 Fax (503) 538-7232 (425) 51 — 6222 (818) 841 --0303 roe No. 147 a: O SITE DESIGNER t w STRUCTURAL ENGINEER (C—STORE) GENERAL CONTRACTOR: Fly: 147CS c. SHERWOOD INN SITE KAPPERTZ DESIGN CORP. , CHAULKER,PUTNAM,COLLINS & SCOTT Inc. MENG--HANNAN CONST. Inc. COVER 345 SW 6TH STREET950 PACIFIC AVE. SUITE 200 5906 S.E. 122nd AVE. EXISTING SITE PLAN GRESHAM, OR 97080 TACOMA, WA. 98104 PORTLAND, OR. 97236 P SCALE= I' • 2®' CONTACT: PETER KAPPERTZ CONTACT: JACK PINKARD P.E. CONTACT: JOHN FAILOR tSUYyb-UJB/ (503) 666-5044 Fax (503) 492--6882 (253) 383--2797 (503) 761 -5290 FAX (503) 761 -4912 15670 1W Upper Boones 1 of'28 DRYSDALE � 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 11 1 12 ' 1 13 1 14 1 15 1 8 19 1 20 1 f l I I III ! ! 11 1 I V I I I !t I 11 I I I ! It TAT 1 l -f l ! l i l T 1 T T T T 1 1 1 T 1 ( ) j..l j``j'_j TFTHIS DOCUMRNTJGLFSS T� IIIII III Il Ili 11 l + l I -9 p � I ' II � �I III I � i i ( i � i III � I � 1 � 1 � 1 1 I � I 111 LEGIBLE THAN 1'H1� NOTATION, _ I �— �—��—� IT IS DUE TO THE QUALITY OF —`� - 1 THE ORIGINALDOCUMENT. -. —� � .__ No 36 ��-• � us_f ag `77 Z 6L I £� �G i�L I�I 8i 8i LT 9�9� I f1` � >��Lr I 11 1 8 I llll LlllliI llll 9 9 I f S L 1501111119 VIII IIII�IIII IIII�IIII Illl�llil IIII�IIII IIII�IIII IIII�lIII IIIIIIIII IIII�IIII IIII�IIII IlIIIIII) IIII�IIII IIII�1111 Illl�llil IIIIIIiIi 1111 lllllllll IIII illi IIII ILII IIIA ILII Illi lllllllll lllllllll IIH�lill IllllUlillUl riillull nn�nll ilil�un ull�liil tllllull -f 12 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 115 1 16 17 1 18 1 19 1 2U 14 00 KEY NOTES O � i A J` O EXI8TING LANDSCAPING 3" AC PAVING OVER 6" CRU8HED ROCK GF o V� O N_FW FUEL TANKS PER SHEET TI 0 4" CONC, BLAB w/ 04's * 18" oz. EACH WAY 0 05 N.C. PARKING STALL 191'x11' VAN ACCE66ABLE 00 . B 2 4" WIDE PAIN" STRIPE ALL PARKING STALLS HANDICAP RAMP PER ADA STANDARDS KAPPBM DEEM i 08 HANDICAP PARIKINII SIGN PER DET 1/SP2 MWIMATM rp, l W SW GM SIFEET. f 9 O EXISTING CATCH BASIN TO REMAIN cam , of 97080 � 1?> NEW CATCH BASIN PER DET •/SP2 / 1 TEL (500) 666'-5044 11 EXISTING 3' HIGH WOODEN FENCE TO REMAIN FAX (511M) 402--2 12 EXISTINP G OLE SIGN TO REMAIN 102 13 NEW 3'-4" x 8'-0" KI08K PER 8-EET T2 COPYRIGHT &1998 II ' Cw) ALL by KAPPERTZ OESIGN CORPORATION BIKE RACK (PEDDLER$ POST CSR EQUAL) RIGHTS RESERVED, NO PART OF THIS WORK MAY BE REPRODUCED UR �. TRANSMITTED IN ANY FORM OR BY 1 1 1 12 r' i$ NEW 6" CONC. SLAB w/ +4's 41 12" oz. EACH WAY ANY MEANS. ELECTRONIC GR VV /� MECHANICAL, INCLUDING D /NOD / 16 OIL/WATER SEPARATOR (il C" RETRO BY UTILITY VAULT CO. POR BY HOTOCOPYING. COMPUTER DATA 100I OR EQUAL) STORAGE�RETRIEVALO 'ASISTEM EXCEPT AS MAY BE EXPRESSLY PERMITTED IN WRITING BY KAPPERTZ DESIGN, CORP 11 NEW CATCH BASIN THIS WORK IS SUB.'ECT TO PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE 18 ICOVERED BOTTLE STORAGE l PROOF SUPPLIED ESY GEN. CONTE COPYRIGHT ACT, 17 U.S.C., AS AMENDED DECEMBER 1, 1990 AND KNOWN AS ARCHITECTURAL WORKS �/ TRASH ENCLOSURE COPYRIGHT PROTECTION ACT OF 1990. ele II 00(_ 19k SUPE 1 .- I ca F .0e ��Vo T OR� ul 8 f f--- ® w � -- -- — 2°k �, GENERAL NOTES-- 0 lu Z >_ W I� 18 / t�� (� et � o��R 3 �i @T I 1. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODE G l % REQUIREMENTS. INCLUDING BUT NOT LIMITED TO THE CURRENT �•�• U- I - EDITIONS OF THE UBC ,UFC , UPC, NEC UMC. tn __ __ _ 4 I \ F-- Z o o { N EY,1aIN — — -R --s --- — -- — -- -- -- -- Ca�dH l 2. NO VOW 18 AT START UNTIL THE REQUIRED PERMITS ARE cn 0 OB'AINED. THE OWNER WILL PROVIDE A BUILDING PERMIT. ALL •��. F`� I "`- OTHER PERMITS SHALL BE OBTAINED AND PAID FOR BY THE LU GENERAL CONTRACTOR OR THE RESPECTIVE TRADE 8UB-GOPdTRACTO11k w q< '4 3.ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION NECESSARY H 19 , TO PROVIDE A COMPLETE PROJECT SHALL BE PROVIDED BY THE ca CONTRACTOR WORK OR EQUIPMENT WHICH 18 NOT } SPECIFICALLY IDENTIFIED OR SPECIFIED, BUT W4I0-4 18 NECE68ARY tl 11 � ( I� � ' ■ ■ 11 I FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK CALLED FOR IN THE DRAWINGS SHALL BE PROVIDED BY THE ® � V �� GENERAL CONTRACTOR. a Q 4.CONTRACTOR SHALL VERIFY AND CONFORM ALL FIELD CONDITIONS, Q ill I ■ �1 [ GRADES AND D IMEN81ONb. THE CONTRA/:TOR SHALL NOTIFY THE W \ OWNER OF ANY DISCREPANCIES PRIOR TO }— PROCEEDING WITH THE - REMODEL 11414 , N i WORK IN QUESTION. NO EXTRA COMPENSA7,ION SHALL, BE PAID TO Z Cal co CONTRACTOR FOR WORK WH HICMAY HAVE TO BE RECD-SNE, IF SUCH Lu �• NOTIFICATION HAS NOT BEEN GIVEN. � ScR1r'f CE t3AY8 ;' �r INTO A / '4 5.THE CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, a: I c CONVEIENCE SAFETY DEVICES, PROTECTIVE EQUIPMENT, SAFETY PROCEDURES STORE AND METHODS TO PROTECT TNF. LIFE HEA-TH AND SAFETY OF � 11531 SQ. FT. _ WOWERS, SUBCONTRACTORS, SUPPLIERS AND THE PUBLIC ON ALL 1 15'-8" TALL I WOW O RECL�ATEEDD TO THIS PROJECT, IN FULL CONFORMANCE WITH 2rDB Z5� 119 -� cc W 6.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES 0 FOR UNDERGROUND LOCATE(!. EXTREME CARE MUST BE TAKEN (p 14 5 I DURING ALL EXCAVATION PROCEDURES TO SAVE AND PROTECT ALL UNDERGROUND PIPING, CONDUITS, DRAINS, ETC. WHICH ARE TO REMAIN. THE CONTRACTOR SHALL BEAR THE EXPENSE OF ANY Z I REPAIR WORK WHICH MAY BE NECE68ARY AS THE RESULT OF Q- K Gil n I DAMAGE TO UNDERGROUND FACILITIES DUE TO CONSTRUCTION OR EXCAVATION ACTIVITIES. 7. CONTRACTOR DESIGN WILL BE REQUIRED FOR PLUMBING, REVISIONS: o, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS HEREIN I SHALL PROVIDE A GUIDE FOR THE CONTRACTOR DESIGN. 8 b.CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY SERVICES, L SUCH R R FU CH AS POWER, WATER, REFUSE, AND SANITATION AND SHALL PAY — - — ALL RELATED C08T6 AND CHARGES. CONTRACTOR SHALL ALSO ---— 8$I'33'2m"W. woolALL THAT THE ADJOINING RIGHT OF WAY 16 KEPT CLEAR AND CLEAN FROM DIRT AND DE15RIS WHICH MAY RESULT FROM THIS PROJECT, 1 I NO STRUCTURES WITHIN 25 FEET NoRrH SITE PLAN SCALE= I" im' 5�ERWOOD I N N 51TE DATE 8--26--98 Q� SCA11- AS NOTED 1 DRAW: DER Fm CIEC UD. P H K JW NO. 147 0 w Fli F: 147SP 1 a I PLAN 00 P LfUI"/2f-11J4/ 15670 SW Upper Boones 2 of 28 - DRYSDALE 1 3 14 6 1 7 1 8 9 1 10 1 11 1 12 1 13 1 14 15 16 17 I 18 1 19 1 20 00 IF THIS DOCUMFN'( TSLESS �TT(rr7Ii--1-I—!+i_ I �'iI 1lI � + + � � � I � �l 1l111l1111�1b1IIi1IIIIIII111IiIjIIt LFGTBLFTHAN THIS NOTATION, 4 6 g IT IS DUh, TO THE QUALITY OF --THE ORIGINAL DOCUMENT. �I-IIqI�sI,IIIIII �� rrr _ t t1I 8 19 I �fNo.3e t onin� /yma 6 9 I8 � �If,IlIIIII I11� llIill1I1111III11IIIIIlllll� 11I111l►IL 1111IIO ! 11 i11I11111111 111I�1111 I►I _J2 3 1 4 1 5 1 6 1 7 8 9 1 10 11 1 12 1 13 1 14 1 15 1 16 17 1 18 1 19 1 20 -- 1 (o GRADING AND PAVING NOTES � O• / 1. ALL MATERIAL FROM DEMOLITION, INCLUDING PAVING, CONCRETE A AND PIPING, SHALL BE REMOVED FROM THE SITE. DO NOT USE ANY SUCH MATERIAL IN BACKFILL. 2. SAWCUT ALL EDGES AT AREAS OF PAVEMENT TO REMAIN. / 3. PLACE AND SPREAD GRADED GRANULAR FILL TO MEET REQUIRED ELEVATIONS IN UNIFORM LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS. COMPACT EACH LAYER OF STRUCTURAL FILL TO W B PERCENT OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH MODIFIED•V` PROCTOR, ASTM D 1557. m OORPORAT)ON / 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR CNS REPLAC MENT OF ANY PAVEMENT DAMAGED DUE TO SETTLEMENT OF W SW 97� M ft STFF-E7. 5ACKPILL WITHIN TWO YEARS OF FINAL ACCEPTANCE. M 5. GRADE NEW ISLAND SLAB TO ENSURE MINIMUM OF 1% SLOPE TO TEL (50©) 686-5044 DRAINS. SLOPE .ALL NEW CONCRETE AND PAVING UNIFORMLY TO FAX (500) 46'2-M2 MEET EXISTING SURFACES. C / I b. PAVING BASE GOURB.== SHALL CONSIST OF 6" COMPACTED O THIC;KNE S 3/4" MINUS ROCK COMPACT TO W PERCENT OF MAX!MUT"' COPYRIGHT 01998 DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY try KAPPERTZ DESIGN CORPORATION ASTM D 1551, MODIFIED PROCTOR TEST. ALL R RESERVED, R PAR' of THIS WORK ALL. MAY 8E REPRODUCED OR TRANSMITTED IN ANY FORM OR 8Y 1. ASPHALTIC CONCRETE AGGREGATE MIX DESIGN SHALL. BE CLAM ANY MEANS, ELECTRONIC OR NG TIGHT C. PLACE PAVING ON A CLEAN DRY BASE COURSE WHEN MECHANICAL, hOTOCO LNc COMPUTER DATA Ire T AMBIENT AIR TEMPERATURE 15 AT LEAST 40 DEGREES F. APPLY IN S8Y ANY INFORMATION OR STORAGE RETRIEVAL SYSTEM, EXCEPT ONE LIFT OF 3 INCH COMPACTED THICKNESS. ROLL TO C.OMPA/-.T AS MAY BE EXPRESSLY PERMITTED IN D J aye WRITING BY KAPPERTZ DESIGN, CORP. PAVING t0 WITHIN 90 PERCENT OF MAXIMUM DRY DENSITY. THIS WORK IS SAN ECT TO 'ARCHITECTURAL PROTECTION AS AN ' CHIHI TECTURAL WORK' UNDER SECTION 102 OF THE COPYR;GHT ACT, 17 U.S.C., AS J / AMENDED DECEMBER t, 1990 AND KNOWN AS ARCHITECTURAL WORKS 9I it COPYRIGHT PROTECTION ACT OF 1990. ® UTILITY NOTES ' E I. ALL WORK AND MATERIALS SHALL CONFORM TO ALL LOCAL AND STATE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE ollool!,, � �f, // .� CURRENT EDITIONS OF THE U$.G ANO U.P.C. AS WELL A8 THE EXISTI WER REQUIREMENTS OF THE SERVING UTILITIES. T TO -- -- — — ---- — / 2. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL w - W TING SEWER / tom' � I � LOCATIONS OF EXISTING UTILITIES. CONTRACTOR SHALL ALSO � LATERAL. CO ,��P ORDINATE WITH THE SERVING UTILITY COMPANIES FOR ALL Q� F Y/VR T CONNECTIONS AND SERVICE REQUIREMENTS. F aoo � C �?j FROM3. WATER SERVICE IS FROM AN EXISTING WELL. PROTECT WELL HEAD DURING CONSTRUCTION AND PROVIDE A TRAFFIC BEARING LID. 4. ALL BTGR'M DRAIN PIPING SHALL COW-ORM TO THE REQUIREMENTS Ok UN I OF THE LOCAL JURISDICTION. STORM PIPE SHALL BE PVC ASTM D 3034. CATCH BASINS SHALL BE 10 GAGE ASPHALT COATED STEEL WITH }" r'� ( A V VR T I U I CAST IRON GR4TE CONFDRMIW-s TO H-20 LOAD STANDARDS. z Ila G / — O `� O 5. SEPTIC TANKy HOLDING TANK AND LEECH FIELD TO BE BIDDER F�' Z 0 Q - 3 I --� DESIGNED. PROVIDE PRE-CAST CONCRETE VAULTS MINIMUM SIZE ��AS I� \ INDICATED ON DRAWING. LEACH LINES SHALL BE INFILLTRATOR —A — — l SYS OR QUA IN' cl) --s — I I TEM EQUAL. �• I 6. DEQ WPCF PERMIT WILL BE PROVIDED BY OWNER 1. POWER PROVIDE ONE 4" PVC CONDUIT WITH 36" RADIUS SWEEP'S / t FROM POWER POLE TO CT. COORDINATE W/ POWER CO. FOR SERVICE H 11 / 1 REQUIREMENTS. Q / ?• 1-4.1 `+- I S. PHONE, PROVIDE ONE Zn PVC CONDUIT W/ LONG RADIUS ftEEPS W ?- 4" •lx > FROM TELEPHONE POLE TO PHONE J$. COORDINATE WITH PHONE / • ■ COMPANY FOR SERVICE REQUNPPIENTB. ® � � I Q cc ■ . W 0 W d FLOOR ELE. J °.lZ.1D 93 'IMK � / REVISIONS: 8,81'33'20"W. w f M N�7N rj%GRAUNG OTE: 8-26-98 Q.. N SCALE AS NOTED Q OP MIN: DER A CHECKED: PHK ,loe No. 147 NOTE.� ' W ' 0 FIELD VARIFY ALL EXISTING ELEVATIONS. FILE: 147SP2 ALL FINISH GRADES TO MATCH EXISTING GRADES. �p�� CRADMVQ PLAN Co P I3DP913-034/ 15670 SW Upper Boones 3 oI'z8 DRYSDALE 1._ ._ ._ g 1 10 1 11 12 1 14 1 16 17 18 1 19 20 00 I f l 1 1 I1 1 1 yl 1 1 1 1 1 I I t~II I I I I I I I I ttl I l l i l l l l l l l l l l l l l l I I I I I I I I I I I I I I I I T 1 1 �JTJ T1 11 1 1 11 11 1 1 1 1 1I II II I l lIF THIS DOCUMFNT IS LFSS 7T� I I ( I I l I I ! i' I I I 1 I I I I IlII IIl I LFGJBI,F THAN THIS NOTATION, 1 .7 4 ` S ��_ I �IL IT IS DUF TO THF QUALITY OF No.aeJl—I�v l " THF ORIGINP.1, DOCUMENT. tsil 8L gil L'11111 9Z 6L ih G TL O1Z 8t 8T LT 9T 9t 1rt bt Gt tt T 6 L 9 9 6 G tr�>1. I 11111111 IIIIIIIII IIIIII�IIJIIIIIIII illlll!II IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1!IIIIIII IIIIIIIII II►111111 Illliull � �� ►I�I'll" �� LIIIIIII II11111ll IIIII►� IIIIIIIIIII IIII�IIII 1111�111111111�►��III��ll�� I�� I 1 2 4 1 5 6 1 7 1 8 1 9 1 10 11 12 1 1314 15 I 16 17 1 18 19 120 00 A KEYNOTES � SILT FENCE (BEE DETAIL 5• B El INLET FILTER KAPPEFn DESM Cc*F0 tAT" m 345 8w 6tn SIEEr. GF E iw OR 9mw X TEL (503) 866-5044 now FAX (503) 492--MS2 EROSION CONTROL NOTES COPYRiOHT ©1998 by KAPPERTZ DESIGN CORPORATION I. ALL UJOW SHALL G47`IFORM THE REQUIREMENTS OF ALL RIGHTS RESERVED, NO PART OF THE LOCAL JURISDICTION AND STORM DRAIN AGENCY. THIS WORK MAY BE REPRODUCED OR ooA I TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR ■ 2. THE CONTRACTOR &HALL BE RESPONSIBLE f=OR MECHANICAL, INCLUDING SILT FENCE ENSURING THAT EROSION CONTROL MEASURES ARE OROBY ANYT INFORMATION OR DATA CONSTRUCTED AND MAINTAINED TO CONTAIN STORAGE RETRIEVAL SYSTEM, EXCEPT AS MAY BE EXPRESSLY PERMITTED IN SEDIMENT ON SITE. MEASURES IDENTIFIED ON WRITIN BY KAPPERTZ DESIGN, CORP THE PLAN ARE MINIMUM DEEMED NECE88ARY TO THIS WORK IS SUBJECT TO CONTROL EROSION. PROTECTION AS AN "ARCHITECTURAL �Y WORK' UNDER SECTION 102 JF THE COPYRIGHT ACT, 17 U.S.C., AS 3. THE PRIMARY SILT FENCE 18 REQUIRED AMENDED DECEMBER 1, 1990 AND KNOWN AS ARCHITECTURAL WORKS ``rte r ,� I THROUGHOUT CONSTRUCTIONCOPYRIGHT PROTECTION ACT OF 1990. E 4. ADDITIONAL MEASURES MAY BE NECE68ARY AS WEATHER CONDITIONS DICTATE, TO CONTAIN EROSION, AND SHALL ALSO BE THE CONTRACTOR'S REOPONS151LITY 1 k U TO CONSTRUCT AND MAINTAIN. , % T 0' % .0e•�' , 8 VOR 6.� I I S. UPON INSTALLATION OF TWE STORM DRAINAGE 01, O I SYSTEM AND CATCH BASINS, INLET PROTECTION IS REQUIRED. PROVIDE AND MAINTAIN BIO- U1 " 0010, ( ul FILTER BAGS CONSISTING OF CLEAN RECYCLED W V FF- PRODUCT WASTE WITHIN A 1/2" PLASTIC MESH. r INLET PROTECTION IS ALSO REQUIRED IN THE / lOk Cn RIGHT OF WAY. In / I aa �a�R T w KLfJ(JINF-- _t. i. L.- IEE�fdOI I >„ f+lFN� (y- w r I �-- zC0 0 w 5R H ( ■ } w < LL SILT FENCE NOTES I1. BURY BOTTOM OF FILTER FABRIC 6" ' ® ® VERTICALLY BELOW FINISHED GRADE. co I2. 2" x 2" FIR, PINE OR STEEL FENCE POST. n I 3. STITCHED LOOPS TU BE INSTALLED UPHILL C) ca REMODEL SIDE OF SLOPE. 0a I EXIST'G > 4. COMPACT ALL AREAS OF FILTER F SERVICE BAYS I cn FABRIC TRENCH. 0 INTO A CONVE IENCE I w STORE USE STITCHED LOOPS �.i■■ Q 153'1 SQ. Ft. STIT 15'-8'I TALL ovER 2" x 2" hoes � V `� •6'-0" o,a, MAX FILTER FABRIC MATERIAL ! S I 36" WIDE ROLLS (Ja O K - - — < �� I �.... .. .. .. ... ... ............ ':". . a � I � 11 I ___....._ ._ ..�. OI _.- REVISIONS: NO STRUCTURES WITHIN 25 FEET SILT FENCE L ecAut e 6HEfRUJ001D INN 61TE .,..' 9* 0 . . • •r e ere• �R7'H -- 2' x 4' INLET PROTECTION • 0 r e E � CTT PLM PILLOW (13-16 LBS OF WOOD CHIP FILLER INSIDE POLYESTER bCALEt I"' • 10' FABRIC.) N DATE: 8/26/98 Sc4E: AS NOTED `i WRAF' FILTER FABRIC ORAINMI: DER AROUND GRATE CHc(n: PHK 0 ILTERED WATE CATCH BASIN im NO. 147 FILE: 147SP.3 I EMSM . P INLET FILTER 6MAL2s NTS B U P98.0347 15670 SW Upper Boones 4 of 28 � 16 I 8 9 10 12 QRYSDALE � n��,h-0�. 1 1 � 14 15 16 18 9 0 wyy nc..., . nyi',. �es>p�pear.m:pk�,.nwr�. r,.,,.y,. .-,..-.. �'�'" rv��"a�at..r..x, •s w . ,,.. kF' �. - � %. �g>faa > ..:..a,•�...:,: .ree�,u�.,n. �,;v,.n4:: ...,�.»rr. 1F T111S DOCUMENT IS LESS 7Ilf lllllll 111 II! 111 I ! III III Ihl ! I 111 '111 11T 1�1 lii 111 111 i 1 lil 111 111 III III III 11( I I III III III I I III T 1 1 1 i 1 T T T T 1 1 1 I 1 1 1 I I I 1 I I I I I I 1 I I,RGIT)LF THAN THIS NOTATJON, �— �_�� • � �� 1'f' IS DUf? TO THE QUALITY OF '�-v-`- - -- � � THE ORIGINAL DOCUMI'NT, IIIZ _ � ^ ll�llI llli 8I'I IIIIIII IIIIIIIIfIILIIIIIIIIi 9IIIIIIIII QIl ►II111I- #u9ussl-f 19V II� IiIIIII --Z IIIIIiI6iI1 Ii-1811111Il� IIII9IFiiiiiiTniiiii1m IbIIII1IIIIIIIIII+ I1ItIIIIIIIIIII IIIIIu I I 2 3 4 5 1 6 171 8 1 9 1 10 1 11 1 12 1 13 1 14 1 16 1 17 b �---- BEE PLAN— A LAN I A7-7 N H2O LOAD RATED DOORS CONCRETE CURB 3' FUTURE COALESCING MEDIA •� � ELOPE 1/4"/1' _ CONC. RAMP W/ ILO n MEDIUM BROOM FINISH a • 4 o PERPENDICULAR TO SUPER METAL TRAVEL W/ DETECTABLE B b - 0 4 ° DOWNL IGHT NAL IDE WARN INC= SURFACE DE81OV -T I „ � pp o a TION I t I�"R �, GONG. p ° �; a" OI= 3/4"4m" AL LE SIDEWALK I 845 SIN ft $�T• Ct ° , " CRUSHED BASE GAES'IAi�I,, OR 97= 40 EPDXY BONDING AGENT ° u I I 0 — `'� ,p TEL (=) M6-& 44 g COMPACTED BASE TOR TO BLDG PANEL - — II .PCC SHALL BE 2500 PSI STRENGTH AT 28 DAYS. FAX (5W) 402- M 2.C BOLT COVER EXPANSION JOINTS SHALL BE PLACED AT DRIVEWAY APPROACHES, ANY REIF. E Q ISA6E PLATE rillQ C®PYRIGHT 01998 Ll FIXED OBJECT WITHIN THE SIDEWALK, AREA AND AT 45' (MAX) INTERVALS _ I ASPHALTIC CONCRETE I2 LIFTS) (SHOULD LINE UP WITH CONTRACTION JOINTS). JONTING MAT'ERiAL AT — tom" BOL LION rill ^, ' n ALL Rby IGERTZ HTS RESERVED,$1GN NOP PARTOF11/2" CLASS "G" ON I I I/Z" DRIVEWAYt� SHALL CONSIST OF AN APPROVED FILLER AND SHALL NOT BE (=RADE II L - � THIS WORK MAY BE REPRODUCED OR LESS THAN 1/2" WIDE, a TRANSMITTED IN ANY FORM OR D CLASS "B" —SEE DtTAIL BELOW FOR CONTINUATION ,, By CONTRACTION JOINTS &HALL BE PLACED AT ALL CHANGE& OF DIRECTION, U1 • ANY MEANS, ELECTRONIC OR AC<REGATE BASE - e" CRUSHED POINTS OF CURVATURE AND AT 15' (MAX) INTERVALS. JOINTS &HALL BE 1/8° _— __ ;� MECHANICAL, INCLUDING • I;,k, DATA ROCK TO 1/4" WIDE AND A MIN MUt"I DEPTH OF 1/3 THE THICKOR BY ANY INFORMAT'ON OR NESS OF THE o� CONCRETE. CURB LINE 1''�" -_ _ J STORAGCO RETRIEVAL SYSTEM, EXCEPT _1 D AS MAY BE EXPRESSLY PERMITTED -N W15GRADE 4 BASEROCK SHALL BE .ALL SURFACES SHALL BE TROWELLED AND GROOMED IN A WORKMANLIKE --- _------- WRITING BY KAPPERTZ DESIGN, CORP GOP'IPACTED TO S5% RELATIVE MANNER ALL CONTRACTION JOINTS SHALL ESE STEEL TROWELLED (3 IN. TYP.) I� If THIS WORK IS =ABJECT f' ""r UTILITY VAULT MODEL Y�E+0-GPJ RETRO PROO WORK AS AN 'ARCHITECTURAL ORK" UNDER SECTION 102 OF THE DENSITY PER AA&HTO T-182 WORK" .SLOPE SHALL NOT TO EXCEED 1.21V IN DIRECTION OF TRAVEL COPYRIGHT ACT, n U S.C., AS AMENDED DECEMBER 1, 1990 AND O EXTRUDED CURB Q MONOLITHIC CURB AND SIDEWALK Q POLE ANC) LIGHT Q HANDICAP RAMP (TYP) s OIL ! WATER SEPARATOR KNOWN AS ARCHITECTURAL WORKS 1 � COPYRIGHT PROTECTION ACT OF 1990 E HANDICAP PARKING SIGN SEE I/C4 FOR MOUNTIWG MAINTAIN MAX. 1" PAD. t2,t TVP. WHITE MATTE S`r'MBOLS—� SEE DETAIL ABOVE FOR CONTINUATION TOOLED DEGE AT ALL AND LETTERING W/ BLUE - •,.�--��'`'^ 1• MAX, CONE. DLP. JOINTS 4" DUI. HINGE POST - BACXKCxRauaD CONDUIT CONDUCTOR y 9 a CHAIN LINK FABRIC & RESERVED SEALANT PE S-2) WITH GRAY PLA.,"TIC SLATS � PARKING LETTERING To READ FLUSH W/TP OF CONIC. "PARKING WITH DMV DISABLED PERMIT ONLY BOLT COVER r--- - �: p1 1/2" WELDED PIPE FRAME F Q� • BASE PLATE �� 9 VIOLATORS SUBJECT TO L L� 4t I PAINTED STRIPING 2BO PROJECTION TOWING UNDER " "-' -- o 1 j,7 OR8 811b2m AND A FINE GRADE N-SHp' ROUT r }fc)() -,li �� +�D 0 CJp.• ` ) UP To OM UNDER ORS 811b1511 FIBER PREFORMED JOINT ? �II 1"DI X N OUTS MANSION J0 FILLER W/REMOVEABLE acce VANTtS•LE (TVP. ) SEALANT JOINT CAP Z G ® _ ""—'CONDUIT I RADE) cr) 6 MOUNT TO EXTERIOR OF C-STORE - 3" MIN. CUR. z O d �� -'� 0 8• TANK SLAB -6" CONC PAVING #3 TIES ® 12" ' I ca 0 9 '".: •. .•�` ,/., r ,- III 6" COMPACTED ROCK 1 2 DIA CANE BOLTS U X 4-#5 VERT. BARS-WIRE TIE TO ANC. BUTS. • •�. � ,.• '` � U / " � 2� DI NATIVE SOIL OR 3/8" DIA, GALV. BRACE ROD IRON HINGEHEAVY DUTY w 2500 PSI CONC. MIN. 0 28 DAYS I'- _ - ' - ' STRUCTURALLY H g�-m�� _! 8�_m�� COMPACTED FILL Il'-0" MAX SLOPE 2'k SIDEWALK GRADE KEY JOINT 0 cl) 8 A ! ios� 0 ADA `VAN PARKING ST, .L 0 ADA PARKING SIGN Q POLE FOUNDA�T'ION O CONTROL JOINT 0 TRASH ENCLOSURE 0 I � w w I" MAX. RADIUS a: cc . H2m LOAD Int MAX. BEARINGTOOL JOINT W/ � GRATE GROOVER/JOINTER 2811 ,---4" C.I. OR D.I. P MIN. DEPTH TO 12" BELOW - GRADE r A 4" C.I. OR D.I. 0 qjq t0 12" BELOW ° 4 Ata av n 6" CONC. PAVING K E 24" SQUARE OR I _ F_ ROUND AHALT � II _) III 6" COMPACTED ROCK COATED REVISIONS: Li _--1 I I-.---1 11...---1 I ISI 11--! BASIN 4" PVC I I I S--III — NATIVE SOIL OR STRUCTURALLY COMPACTED LFILL •. , li CATCH BASIN @ E-JOINT/KEY JOINT ---- •R.• y DATE 8/26/98 C. N SCALE: AS NOTED Q DRAIIMN: DER CHECKED: PHK dd Joe NO. 147 a 0 LL FILE: 147SF4 Sff E MTA LS ti(J P98-U.44/ 15670 SW Upper Boones P 5 Cres DRYSDALE 12 1 1 4 1 5 1 6 1 7 1 8 1 9 10 12 1 13 1 14 1 15 1 16 1 17 18 1 19 1 20 L. I r l 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1111-1 I I I IT 1 f1T t1T 1 1 1 1 11 I 1 III 1tr 1 1 I I I I I I I i I I I I I I I I II I i 1 1 1 1 1 1 T 1 i I 1 1'1 1 1 1 1 1 I 1 1 1 1 1 I l l ll) IF THIS DOCUMENT 18 LFSS TT I I I ! I I I I I I I 1 I I I 11 I I l I ( I I LFGTBLF THAN THIS NOTATION, I l l—I_ ( I 1 I I I 4 I I I ,�j I 61 I I I I I $I I 1 I �0I I 11, IT IS DUE TO THF QUALITY OF -�-- / THr ORIGINAL DOCUMENT, - - — --- — _ �� 8•,.r ="" �� a " Ll I �III tell II�IIII�11II�IIIIIII!!�IIII Illf�lllilllll�llll IIII�IIIIIIIII�IIII IIII�IiII IIIIIIIII IIII�IIIIIIIII�III! I I 8F111111111 IIII�IIII Illl�illl!IIcei !II slli�IIIit 1111I J2 3 ' 4 5 6 7 18 10 1 12 1 13 1 14 1 16 1 17 1 18 1 19 1 20 � EXPONG LANDSCAPING g� . !�} AZELIA 00 RHODODENDRON T)ON MUGO PINE —1/2" 1A- Rub�sr 1�� 345 $W 6th STREET. Hose GFESH4M, OR 97080 2/3 Ht. of �,� { Douglas Fir Stake tree or 8 ft. ---Mulch 2 Ins. Mtn. 'f I�� STAR JUNIPER TEL (503) fig_ Max. Ht. Grass/ _ • • + ` \ �- Root Crown 2 Ins. FAX- (503) •492-M2 C \ Pavements above F(nish Grade COTONEASTER . \ � x \ Finish Grade PAMPAS GRASS COPYRIGHT <0�1998 VVI• t oy KAPPERTZ DESIGN CORPORATION -Plant Soil and ALL RIGHTS RESERVED, NO PART OF • ` • ' ' + I \ Fertlll=er THIS WORK MAY BE REPRODUCED OR b Min. — ViRBURNUM • , .. " TRANSMITTED IN ANY FORM OR BY -611 Min. Existing 8ubgrade ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING �• � �;4;((�,- PfiOTOCOPI'ING, COMPUTER DATA OR BY ANY NFORMATION OR U Dockkxxn Tree ALBERTA BLUE 6F4% CE STORAGE RETRIEVAL SYSTEM, EXCEPT AS MAYBE EXPR SSIL" PERMITTED N • „ �\ ! n �t� I WRITING BY KAPPERT7 DESIGN, CORP. 1rCT TO 10 _- PROTECTION IS I N "ARCHITECTURAL N.T.B. WORK' UNDER SECTION iUL OF THE COPYRIGHT ACT 17 U.S.C., AS AMENDED DECEMBER 1, 1990 AND • • j` /�® LAUREL KNOWN AS ARCHITECTURAL WOVKS �i• COPYRIG"T PROTECTION ACT OF 1990. E SWORE PINE 15k u \X1 V/VR T �1 � • Mulch 2 ins. Min. ` * EXISTING IVY dy F �� I //// --Root Crouui Flush With \ + Finish Grade �"— w i8 Finfeh Grade 20k UN l ant Soil and CJCX)C;� EXISTING G04 LANDSCAPE TIMBERS 0 \ \\ �,� �.• i i VAR 20k 'P\ V t!J U �•� T 6" Mem .r / �` Fertilizer A- - E--Extoting 8ubgrade G \ - I ---� 6" Mtn. X BOULDERS \ \ dig. O �j� KEYJ01NI-- _.i _. M Itr�4k)I ! � "7 W_ Sr1rt PknDetal cl) 0 uiKTP• NEW LANDSCAPING x F- LA_ Q HI ui m MUCO5S PINE 5 GAL. AS 40iWN �,.. 11-1 PINUS MUGO MUGO \\ � I W 38X46 s • � ff ' or \` ( CANOPY ^ U) ;6' MIN. CLEAR ui 4-1 \ • • - ORNIMENTAL PEAR 2" CAI.. 20' o c. 0 Lu PYRUS CALLERYANA REMODEL I �' EXIST'G ;��! � � IF4 w � SERVICE BAYS INTO A cr` ONVE EN E\ Cn` STORE ` ( GLOBE SUGAR MAPLE 2 CAL. 30 o c. ACER SACCHARUM 1531 80. FT. 15'-8" TALL ENGL 16a•1 I1/Y 4° " POT812 oz. HEDERA HELIX NOTES 1. SOIL PREPARATION: THE LANDSCAPE CONTRACTOR TO VISIT THE 5ITE AND RUSIONS: _ \ r \ DETERMiPLANTINGIE T14E EXTENT OP LANDSCAPE AREAE RET BE SPREAD WI��I�ME TOFF 9SITE 1R Or COMPOST ALL r \ BEFORE PLANTING 01=ERATION8 BEGIN. ROTO-TILL COMPOST INTO TOP 4 INHES OF BOIL AND THEN PREPARE BEDS FOR LAWN AND GROUND COVER PLANTING •` BACK FILL MIX FOR TREE, SHRUB AND GROUi'ID COVER PLANTING PITS SHALL BE 1/3 • L l� �n{�� 80633'20"W. w1D0' MU8HRO01"1 COMPOST AND 2/3 NATIVE SOIL. NATii/E 901E SHALL BE FREE OF ALL . . t� V WEEDS, TRASH AND DEBRIS. .... •; "•- 2. LAUJ4 GRASS SOD: LAWN GRASS BETWEEN CURB AND SIDEWALK 6HALL BE 8400 1 • TYPE INSTALLED TO HIGHEST STANDARDS. SOD TO BE SIGNATURE BLEND FROM., . . J t B SOD AND SEED +• °• • 52e,*3 BLUEGRASS LANE '- SlLVERtON, OR. 9138!t (503)228-1264 .x..• •• 3. GROUND COVER: SHALL NOT BE PLANTED WITHIN 2' FEET OF THE BASE OF ANY TREES OR SWR1158 IN G!-">JND COVER BED-5. GROUND COVERS ARE TO BE PLANTED • m IN A TRIANGULAR GRiD ,-ATTEW. LANDSCAPE CONTRACTOR IS TO ESTIMATE "•� NOR PH QUANTITIES OF GROUND COVER AFTER REVIEWING SITE CONDITIONS. SEE FERTILIZER • P14CX.xRAI"1 IN NOTE 08. e �Q� 4. SHRUBS: PLANT MATERIALS TO BE HANDLED AND INSTALLED USING 'BEST LANDSCAPE PLAN r 4 � ACCEPT'ED TRADE PRACTICES. VEE DETAIL w1 AND FERTILIZER PROGRAM IN NOTE "8. SCALE: 1" 10' 5. ALL EVERGREEN TREES ARE TO HAVE A STRAIGHT CENTRAL, LEADER, SEE DETAIL 03. ALL DECIDUOUS SHADE TREES ARE TO 13E OF NATURAL FORM, SFE DETAIL at. SPECIMEN QUALITY 18 REQUIRED, STAKE AND TIE DECIDUOUS TREES WITH THREE DALE: 8/26/96 WIRES. SEE FERTILIZER PROGRAM IN NOTE %. E 1 N 6. MULCH: ALL SHRUB BED AREAS, GROUND COVER AREAS AND IN A 5 FT. CIRCLE SCALE: AS NOTED AROUND 5A5E OF STREET TREES SHALL BE SPREAD WITH A 2 INCH DEPTH OF SHREDDED FIR BARK MULCH. 1. IRRIGATION: ALL L.%D$CAPING AREAS WILL BE IRRIGATED WITH A FULLY DRON: DER ~`' AUTOMATIC, PERMANENT UNDERGROUND IRRIGATION SYSTEi'1. THE SYSTEM SHALL BE DESIGNED AND BUILT BY TF,E LANDSCAPE CONTRACTOR. b:.EEVES SHALL BE INSTALLED CHECKED: PHK UNDER 61DEWALKA, DECK PAVEMENTS AND PARKING LOTS TO ACCOMMODATE .._ THE IRRIGATION SYSTEM. S. FERTILIZER: SHALL BE "AGRIFORM" PLANT TABLETS, 20-10-5, IN 10 4 21 GRAM SIZES. J08 NO. 147 • GALLON CONTAINER SHRUBS UP TO 12 INC-44 SPREAD: TWO 10 GRA-1 TABLETS. 0 &4RU58 15 INCH TO 36 INCH SPREAD: FOUR 10 GRAM TABLETS. FILE: 14 1 • SHRUBS 36 INCH AND LARGER 6PREAD: THREE 21 GRAM TABLETS. • EVERGREEN TREES: FOUR 21 GRAM TABLETS, PLUS ONE PER FOOT OF TREE HEIGHT, �� +� TO A MAXIMUM OF IPS FOR EACH TREE. • DECIDUOUS TREES: SIX 21 GRAM TABLETS, PLUS ONE PER FOOT OF TREE HEIGHT, TO A MAXIMUM OF 10 FOR EACH TREE. 9, BULBS= PLANT D/JFFODIL 5UL55 iN GRt�UPS OF 5 TO 10 IN THE GROUND COVER I'_3ED iN BACK OF THE SIDEWALK'.. P HUVV5-0J4/ 15670 SW tipper Boones 6 of 28 - - DRYSDALE 4 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 14 1 20 I 0 IF THIS DOCUMENT IF LESS 17TTT1T`lllllll 1111111 1111 11111111 11111 I IiI�III+11T1Tr1 1�1IIITl11iJl 1111jI11 1111111 111111lIIIIII ! llillll IIl1l 1 i�T�1 1111 1 11ir 111�1�1 �III1�1 1111111 !�1 1 y ,* u ' y , LEGIBLE THAN THIS NOTATION, i I 1� ( �, 114� I II � 6 I T11 owl IT TS DUE AL THC, QUALITY OF 111 11 ,q{,{gu as �7 THE ORIGINAL DOCUMENT. -- — _ __. _-- �. _ _. - ____-- _-_ _ -- - - No.ae �•;�xs- OrS 8 L 8 IG L t IIII JIL 1 ib L , �L i�! 0�8��1 II B I I L t I T It ib i I S� G t II t� 1111 F111111111 !! 11 llll 1111 III! 1111illl 1111 lIII lIII till 11111lIlI Ilil Il1 Ii1ILII IIIF1111',I119,11111 li lIII 1111 IIIIiiiIl III! II11 III! IIiI IIlIItJl) F OPE OF WORK SUMMARY FCR ALL CONTRACTORS fama Mi.Owen . �r ATl� N no•t 7 GKOLL Wf 7M MON-1111110koym 1 ST OE AND BY WSTA�iIATIOK GC TO CDOR�NAT4 oEurotr, RE X)FK)iVCi 'AS-BUILT CONSTRXIVIN IFORMATM SPEC AL INSPECTKM UBC 1701 z SEE SHE>T YTS FOR PURCHASW LIST. } kJ C _ CHEVRON GC - GLBM]RAI. 00011I ;M F N _J O 1. THE CONTRACTOR 15 RESPONSIBLE FOR RECORDING ALL 'AS-BUILT" CONSTRUCTION tel.MPECTM WT FMUM)PER iONIC X01 SN - SO CONM9TEOR 0 - OTHE)iS Z z Q Z INFORMATiON. THE CONTRACTOR SWM SUBMIT ONE COMPLETE SET OF -- ----- -____ Q ►- CONSTRUCTION PIANS, NOTING All VARIATIONS FROM THE APPROVED PLANS TO 1. ALTHOUGH CONCRETE D SPECWIED As ONEATO nM2.300 P.S.L. THIS 15 OW BARGHAUSEN CONSULTING ENGINEERS, INC.. OR THE CHEVRON FIELD ENGINEER. A VOLLIMANtY UPORVE FOR OURAerINTY. V11MITURE ONLY IRA! TO 8E d Z (/) 2.600 P.S.I. M31 li10JOCTURM. REDUr1EINDIT. U,e.R 1701.3 (1) DL2 2. THE CONTRACIDR SHALL TAKE PARTICULAR ATTENTION TO RECORDING 'AS-BUILT' ----------- - C C- ---- INFURMATi�N OF ALL UTILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO. THE 2 �� D p M PENOWED R�L ,A QEF P XIV WE DII SMI NED chcvron _— F0OLLLL0Oww�INN TO 5OX OF AIDOWU sfRMf.`.i. FIELD WRDNO WILL 1 EWW PEM01C MC• FEES ---_-�•-- _� DC _ A. STORM DRAINAGE SYSTEMS HrWTION W AN APPIIOVFD NN>1PEICRM PER 1701.6 (6.3) > _ _ B. SANITARY SEWER UTM1tt SEANCES TO BLDG. - - .— --- OC 6C _- C. WATER ONES THM ec No iN9H s1TIaIrNOTH eoLTI►w ON THr1 PRtaNticr. FOUNDATIOR LAYOUT — ---- cc GC D. POWER SERVICE E.------_------- TELEPHONE SERVICE PROJECT CONSULTAH3PAD PREPARAl0OC CC F. IRRIGATION LINES _SANITARY JW ijff LW VE.i i MEANOUTS CO)MECTIM GC (D G. PRODUCT PIPING 00 BELOW SUB PPNIG GC Gc 'As-BUILT INFORMATION SIWl INCLUDE HORIZONTAL AND VERTICAL LOCATIONS, 0W�AE1(�0M FOOTINGS _ cc GC - MATERIAL. TYPE, SIZE. ETC. hawCw,atKM+� EnpNlews M,o. AKHOR BOLT�PSMATE'S AND OR HOLD DOWNS OC GC 3. THE GENERAL CONTRACTOR IS TO PROVIDE ALL AS-BUILT INFORMATION TO ANY 1"826 - 72nd Anwnu eouttl VAPOR BARRIER GC DEVIATION TO CML OR IJNiDSCAPE PLANS. SPECIFICALLY, THE CONTRACTOR IS TO Kent MN NA12 BELOW SLAB MRSULATION AT COOLER GC OC PROVIDE EXACT INFORMATION FOR LOCATION OF ALL UTILITIES NOTED ABOVE Pro)e Mr. Joy & QuW P.E. AND ANY OTHER DEVIATIONS FROM THE APPROVED PLANS SUCH AS SIDEWALKS, •OlIQWTE SLABS AND RElIfORCOOT GC OC GASOLINE FUEL LINES, GASOLINE VENT ONES. DRIVEWAYS AND OTHER SffE WORK �TUPAI„ (0-UTOW FLOOR DRAINS cc OC AS SHOWN LIN CML AND LANDSCAPE DRAWINGS. A COPY OF ANY DEVIATIONS OF FLOOR SINKS --- OC THE CIVIL AND LANDSCAPE PLANS ARE TO BE SENT TO THE CHEVRON FIELD ENGINEER Cf,aNar Ptno,n Comm & soott STOP ! WASTE WINMW PIT - CptM'IEIE 00 REMM OC -- AND THE PROJECT ENGINEER PRIOR TO BUILDING OCCUPANCY. Teaw„o. WA50 Peaft s.M104 200 - N i f V iV TVY-le� (253)loveje93-279Contac: Joek PbMsrd. P E IitRFASF. TRAP (NNE)�N REGUMiED) _ GC GC (263) �u-:n7 PETMIETER SEALANT GC DC R IS UP TO THE GENERAL CONTRACTOR TO COORDINATE ALL SUBCONTRACTORS AND MECHAi�lC.&AND ELBCIiIi1CAL B (n-$T>O1110 BLDG. PERIIAM APRON 0C Gc THEIR DISCIPLINES WiTH OTHER RFIAATED SUBCONTRACTORS. iT IS ALSO THE STEEL FRAMING COLIIMRS RESPONSIBILITY OF THE GENERA. CONTRACTOR TO INFORM THE APPROPRIATE Jas conetW V Ino. _- SUBCONTRACTORS OF ALL PERTINENT INFORMATION ON RELATED DRP.WINGS. 175 East 01" Avwwe, rules 202 aDnE?RTOR STUD WALLS — GC GC Project CA rt JI — 000ROIX I'm OF THE POWER 8UPPLY (618) alnao� Jim woMellsid WAIL MISUlJIT10N _ ..------ GC GC (ete) e�1-0303 SHEET METAL RANK _ - _ GC GC EXTERIOR EXIT DOORS AND FRAMES — GC GC 1 1. THE GENORAL CONTRACTOR SHALL. NOTIFY THE APPROPRIATE POWER COMPANY AND STORE FRONT QAASS. MLAUONS AND SEALANT C GC TELEPHONE COMPANY REPRESENTATIVE WITHIN FiVE (R; CAYS OF THE START OF - L.00TLSET AND HARDWARE C GC 1 CONSTRJCTION. THE CONTRACTOR SHALL REQUEST ALL AVAILABLE CONNECTION SIAINIG ENTRY DOOR ! f?l1RY SIKTtOIJf�MU110lRS GC aC INFORMATION AND SHALL PROVIDE THE ANTICIPATED CONSTRUCTION SCHEDULE AND _ THF DATE THAT SEWCE WILL BE NEEDED TO THE POWER COMPANY AND TELEPHONE QAZMG AT ENTRY SURROUND MULLIONS oc oc COMPANY, RESPECTIVELY. THE CONTRACTOR SWILL MEET WiTH THE REPRESENTATIVES ABBREVIATIONS INDEX VICINITY MAP' OR QAC IGN (W1,0REOOAAtNED BY CORP SEq� M pC GC OF THE POWER COMPANY AND TELEPHONE COMPANY AS NEEDED TO COORDINATE --- THE CONSTRUCTION SCHEDULE AND TO ENSURE THAT NO DELAYS WILL OCCUR IN +- THE INSTALLATION PROCESS. ROOF_DECK W GC ROOF INSULATION GC GC 2. THE GENERAL CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ALL LABOR AND F.F Floor Finish A00 COVER SHEET/SCOPE OF WORK i EWANE ROOFING - GC (c MATERIALS TO PROVIDE FOR THE CONNECTION OF THE FOODMART FACILITY TO PIE & And FDN. Foundation PL. Plate OUTIEIN ROOF DRAINS & DOYM %15 GC GC AVAILABLE Tri-EPHONE COMPANY AND POWER COMPANY PRIMARY FACILITIES FROM -- CML DRAWINGS-BY OTHERS VENTS JACKS THE POINT OF SERVICE IDENTIFIED BY THE RESPECTIVE POWER AND TELEPHONE L Angle FIN. Finish P.LAM. Plastic Laminate ROOF COMPANIES THE GENERAL CONTRAC'T'OR SHALL ALSO BE RESPONSIBLE FOR O At FL. Floor PLAS. Plaster ROOF FLOOD TEST GC cc COMPLETE COORDINATION OF THE INSTALLATION PROCESS AND SWILL PROVIDE 111 Centerline FLASH'G Flashing PLYWD. PI nod MECH. CURBS"M GC GC THE PROPER NOTIFICATION TO THE POWER COMPANY AND TELEPHONE COMPANY g Yee EFO1 EXISTING FOUNDATION PLAN �� REPRESENTATIVES AS REQUIRED BY THESE AGENCIES TO SCHEDULE 'THE Diameter of Round FLUOR. Fluorescent PR. Pair EF02 EXISTING ROOF PLAN FRAMING & DETAILS MEDi� "`M_ cc GC INSTALL.ATiON OF SERVICE MD THE ACTIVATION OF THE FACILMES. Pound or Number F.O.C. Face of Concrete PT. Point EF03 DEMOLITION PLAN NMP ROOF ENTRY E1EJANT GC GC 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING FROM THE E Existing F.O.F. Face of Finish PTN. Partition INTERIOR STUD WAILS _— GC RESPECTIVE POWER COMPANY AND TELEPHONE COMPANY REPRESENTATIVES, ANY �R� Relocated F.O.S. Face of Studs A01 FLOOR PLAN, DOOR & FINISH SCHEDULES SERVICE AGREEMENTS, EASEMENTS OR FEES THAT MAY BE REQUIRED TO COMPLETECC ( (N) New FPRF. Fireproof Q.T. Quarry Tile A02 ROOF PLAN & DETAILS INTERIOR HARDWARE Y'_ ASSIGNED OOH FIELD ENGINEER WHENEVER SUCH DOCUMENTS ARE REQUIRED DONS F.S. Floor Sink QSR Quick Serve Restaurant A03 EXTERIOR ELEVATIONS COOLER WALLS & D°°Rs — C 0 SHALL FOLLOW-UP ON THE COMPLE-11ON OF SUCH DOCUMENTS BY CHEVRON AND THE A.F.F. Above Finish Floor FT. Foot or Feet A04 REFLECTED CEILING PLAN & DETAILS WILT RESISTANT ENaKuos �na+AL D 0 PAYMENT OF SUCH TEES BY CHEVRON :V ORDER TO COORDINATE THE INSTALLATION A.D. Area Drain FTG. FootingA05 BUILDING SECTIONS do INTERIOR ELEVATIONS DROP SOFFITS _ GC GC IN A TiMELY MANNER CONSISTENT WiTH THE CONSTRUCTION SCHEDULE ESTABLISHED R or RAD. Radius THE ADA. Adjustable FURR. Furring A06 DETAILS GYPOIDARD CEILM — OAC CC IN THE ROESPONSIBIbl)' OFCHEVRON. E GEN�ERAL�CONNTRACTOR 5�L PPRROVI E AGGR. Aggregate FU T. Future REF. Refer Drain A07 TILE LAYOUT, DETAILS & SPECIFICATIONS CHEVRON WiTH SUFFICIENT NOTIFICATION TO GIVE CHEVRON AND/OR CHEVRON'S AL. Aluminum AOT3 ENLARGED RESTROOM PLAN, ELEVATIONS & ACCESSIBIITY NOTES REPRESENTATIVE SUFFICIENT TIME TO PAY THE NECESSARY FEES AND TO COMPLETE REFR. Refrigerator E7(TLW PAINTINGGC GC ANY REQUIRED SERVICE APPIJCAIIONS OR EASEMENT'S IN ORDER TO APPROX. Approximate G.A. Gauge RGTR. Register DMW _SOS _e DECALS C SNAVOID UNNECESSARY DELAYS IN THE CONSTRUCTION SCHEDULEARCH. Architectural GALV. Galvanized REINF. Reinforced G01 GRAPHICS AND PAINTING PLAN DIRECTMAL ! NSTRLCIIONAL SIGNS C SN ASB. Asbestos GL. Gluss REQ'D Required Y01 MERCHANDISING EQUIPMENT PLAN AND PURCHASING LIST ACM PANELS RESIN PANELS or � PROSECT DATA ASPH. Asphalt GR. Grade RESIL. Resilient CEMENT PLJISTER SI;!CCO WALL FNW wl REQM A WMIS GC Gc GSM Galvanized Sheet Metal RM. Room S1 GENERAL NOTES TME FLOORING A COM _ GC I ccSCOPE OF Off(' BD. Board GYP. Gypsum R.O. Rough Opening S2 FOUNDATION PLAN/ROOF FRAMING PLAN CYPBOAW GC GC INITRIOR PANTING Gc GC • Rerrwdel exW" eervlee � to anlaoo Chevron minl-morkat BITUM. Bituminous GYP. BD. Gypsum Board RHD. Redwood S3 FOUNDATION DETAILS toon �tO tAy 1.337 square feet, tnclutwo puLwlo reeaoom. BLDG. Building R.W.L. Rain Water Leader S4 FRAMING DETAILS RESTROOM rtes cc c� • RepNooe wdstl, & Erect 1.746 squo,i foot, tree-.torWin pump Lana oanopy BLKG. Blocking H.B. Hose Bibb INTERIOR GRA14M A SIGNS _ C 0 (with 6 mull-product diopwrone) BM. Beam H.C. Hollow Core s INTERIOR GRAPHICS FAsaA C 0 BOT. Bottom HDWD. Hardwood S.0 Solid Core CONCRETE FLOOR SEALER -- ��_ - GC Gc Replace .,°Ming A Inata" (1) 20.000 & (1) 10.000 9."°n ""dery ounce HDWE. Hardware SCHED. Schedule FRP WALL PANELS _ 0C Gc "`mWground °'eoei` akwo ' tonlo. CAB. Cabinet H.M. Hollow Metal S.D. Soap Dispenser M01 HVAC SPECS, NOTES AND DETAILS DECALS N11JRlOR) C CC Mleoelaneom arm Imp,ovmnsnto ouch as pay". kvWVoapk,q, P P M02 HVAC FLOOR PLAN refuse enclosure, public phots., .bnao., air/water. CEM Cement HORIZ. Horizontal SECT. Section M03 HVAC DETAILS AND WIRING DIAGRAM ;r{. CER. Ceramic HR. Hour SH. Shelf 0oVE CKXXJ7t STORA(E FlXiURES C ' C.I. Cast Iron HGT. Height SHR. Shower POi PLUMBING SPECIFICATIONS, NOTES AND DETAILS GAS Pic WHEX OSS _ 0C Gc CLG. Ceiling SHT. Sheet P U fBING PIPMRG _ Gc Gc OWNER- Farms"Cli M � CLKG. Caulking I.D. Inside Diameter PO2 PLUMBING PLAN & RISER DIAGRAMS PLLAABNG 9JPPLY HOT & COLD _ GATE VALVES t OONNECTIONS Gc GC 15670 S.W. Upper Oconee Ferry Rd. CLO. Closet INSUL. Insulation SIM. Similar NACKFLOW PREVENTOR & OTTER VAL -- OC _GC Lula oew"o. Oregon 9703.'1 SPEC. Specification CL. Clear INT. Interior cor�sATE DRAMS Gc oc (603) 639-3003 CLR. / SQ. Square E01 LIGHTING PLAN & FIXTURE LIST pRE55l1RE RE110' DRAINS--- ( C.0. Cased Opening S.ST. Stainless Steel E02 POWER PLAN -- -- _ COL. Column JT. Joint STD. Standard E03 HVAC POWER PLAN BAG-N-BOX PVC CONDUIT W I Borphousen ComnAtInq Enpineere, Inc. CONIC. Concrete PLLOAM FIXM�S Gc AC NT= STL. Steel E04 PANEL SCHEDULE, NOTES, & SINGLE LINE DIAGRAM 16215 - 72nd Avw,ue south KIT. Kitchen _ Keret, WA 96032 CONN. Connection STOR. Storage E05 ELECTRICAL ELEVATIONS WATWATER HEA _ Gc cc Owner. Contact- Mr. ,Nair a arab., P.E CONSTR. Construction STM. Structural HEA Owne 231_6222 CONT. Continuous Laminate LAM. SYM. Symmetrical WATER FTL.TRAtEON SY51Ell c cc U1 . CTSK. Countersunk LAV. Lavatory CANOPY DRAWINGS-®Y OTHERS —"- C _ � AT � CNTR. Counter LT. Light -- UNDERGROUND TANKS-BY OTHERS MUIIW MECHWAL SYM - COMPLETE Gc 0C CTR. Center EINAUST F s - COMPLETE 0C cc DEFTysF>Ps _ PROJECT BETE AREAr 9005 S.F. MAX. Maximum IRDS Tread Specified _ BALANCE REE'OR15 OC CC DBL. Double M.C. Medicine Cabinet T.B. Towel BarT.C. To of Curb •• • Z�'� � ate ( a P ) DEPT. Department MECH. Mechanical AM BALANCING GC 0C DET. Detail MEMB. Membrane TEL. Telephone ENERGY CALCILATiONS C 0 / Pte„NO. 1 LM 2311200-00604-A1 DIA. Diameter MET. Metal TER. Terrazzo •• • •••; ; RD10TE-GOOIER s C GC 1 MFR. Manufacturer T.& G. Tongue & Groove . ' DIM. Dimension THK. Thick >°��•° �••� "'. . 0 ELECTRIC PANELS, tTRCUT BiEAKERS1 EQUN'IENT DfS00NECT AND SEGNAGE C GC '� BUL�NQ INA1M DISP. Dispenser MIN. Minimum T.P. Top of Pavement BJADING ELECTRICAL - RE�TACLES, COMECTOR CONDUIT, ARCM WES. DN. Down MIR. Mirror P p •°" • .... . T.P.D. Toilet Paper Dispenser w•••• • • SEAI.WS, ETC. - CMWLEM Gc Gc D.O. Door Opening MISC. MISC. T.V. Television •• . .° PROJECT VALUA7 MM =2110.000.00 composed of: n so*.• • DR. Door M.O. Masonry Opening O FRO �HA� ,. .. EXTERIOR UGHTRrC�TxTu�s_ c cc 1 T.W. Top of Wall _INTERIOR PANELS c 1 • DNR. Drawer MTD. Mounted _ �t34,oao - une..Wro/md storage bomb TYP. Typical � E N �►� `(� D.S. Downspout AUL. Mullion °•w• E INTERIOR LIGHTING FIXTURES C OC • $150.000 -- cwnvel Iowa store p _ _ GC OC =50.000 - pump loan° conopy DWG. Drawing ��.�y .... O ff - - - C cc — �D 'p � N. North UNF. Unfinished Q Q� ` •• oNE _ U.O.N. Unless Otherwise Noted A a) 111EPHONE BACKLg1�RD_ cc 0C • Convenience store; for recall sales of Wooery and sundry Rent. E East N.I.C. Not i n Contract 1T1fPHONE ' A'�S--- — Pump Aland corwpy; r*W sol*+ or ?ownne NO. OR # Number _EM(Rc, lr Ftlf1 PIS SHUT oF> - ESDrT — C a 1 EA. Each VERT Vertical \ NOM. Nominal v A Z = E.J. Expansion JointN.T.S. WXO 5URy4UAWi SYSTDi(()pTIONAI.j�~ C 0 �LDM�� T� Not to Q. EL. ElevationW. West AR r/VO EN(3%0� I $ VIDEO-CONDUIT OC GC _ • convenience store: 1.537 .quare feet detoohsd ELEC. Electrical _ c 0 Pump Island conopy: 1,743 square feet E.P. Electrical Panelboard 0.A. Overall W/ With n ALJIRM ��--� W.C. Wnter Closet 16213 SSM72NAVENUE SODEN E — - EQ. Equal OBS. Obscure WALK-IN COOLER COMPRESSOR & COILS, COAPLETE C Gc O.C. On Center WD. Wood KENT W iINOTON 960,E � _ - OOCI�ANC'Y�IIP/T1f'PE OF OOPlB'TI�1C,'T10N1 EQPT. Equipment —WAIx-IN SOLER 5ERE7_NMc -- C 0c_ _ EXST. Existing O.D. Outside Diameter W�0 Without (2525,-6222 2--DOOR FREEZER C or Convenlvwe atore: M occupancy Type X-N EXP. Expansion OFF. Office wWPP Waterproof ICE Q1B=cR/Rp OM CONDENSER UMT C 0C • Pump island canopy: s3 oocuponcy Type I N - Non-oonteu.uele WSCT. Wainscot BEIiEAAGE NTt tT,XA SERNOE EGUM'MfJRT- c O EXT. Exterior OPNG. Opbning � , Weight CE'I� 680 � T _ cGIC_ OPP. Opposite 9 __TWE ELAY SAFE SAE - c GC — B1�DHO CODER USED IN PR�ARATiON OF PLS REMODELED MARKETER BUILDING ;$ .. . _- - - WOOD/STEEL FRAMED DISPLAY COUNiERS�51�1.1W�1G Gp'DaAS C � • Unttorm FA�I1dMq Code 199A Edition METAL N1ftE STORAGE SFEINHC _ _ C _� Chevron _ _ • 1998 Oregon structural Specialty Code -- Q SLO t WALL A MAGADME DISPLAY C OC 1996 Oregon Unnorm Fire code TRANSACTION DOWER w WAITING 9E1F OP110NA�— C OC 1996 Oregon Plumbing Spec" Code FOR:. DRYSDALE CHEVRON SECMTY MRRORS OPTION C 0 • 1995 Oregon MeahanlcO Spoclorg Code 19911 O"Wn SechloaSpeoalty Cod. if MarkBtlil[] 15670 S.W. UPPER @CONES FERRY RD°~ - • l j nw- D(TINGUISE"S], — _- - C C - TIGARD, —_— _ OREt ON Fllf CABINET _ C 0 8FF&4(1JfflEE1> No Revisions _ OFFICE FURMTLIRE C 0 - PERMIT' SUBMrrrAL NT 13196 SCALE: 1/4" 1'-0" DATE: 7/27/98 — _ OFFICE MVM � C_ 0 WND DEEM ' E,powws 'B' wind speed: 110 M.P.H. DR. CH. MP APP. DBG RAM DDONMSPUUT TO STORM DRAINAGE SYSTDI - GC Gc WL DEAFM C.�APAaff1 1,500 PSF Assumed J a BUILDING FMMTARY SEWER TO SEWER SY57M — -- cc OC --_ SCOPE OF WOW ii i/rnipmm rAnS_ - 13UF98-U 44/ __ -_-- _-- r"_ OC8EFAA0 Tone 3 G15670 SW Upper I3oones WX AND ABBREVIATIONS A� 7 of 28Son - -- w+..,,.._....ow.,._,..gyp...,.._...._ ..._.... IF THIS DOCUMENT IF LESS TTiTTITI1IIiIII IIVIII I�T�I I I-II TI I IIIIIII 1� l�T�f�T1IIII 11111TIT1111 II IIIIIIII , II LEGIBLE THAN THIS NOTATJON, 4 _ I I __ _ 1O1JLIT IS DUE TO THF QUALITY OF magus` /�q THF ORIGINP.L DOCUMENT. -.-. .--- - --_ _ _- — _ No.ae !'sr_.;, b Is �L �6 I T L OTL 81i I B l' Lit t 9�9 i ib T I r r T s��Inr t VIII IIIIIIII IIIIIIII (IIIIIIII 11111111 IIIIIIII (IIIIIIII iIII�IiII �� IIIIIIII IIIIIIII IIIIIIII (IIIIIIII IIIIIIII ILII ILII (IIIIIIII ILII ILII ILII Illi (IIIIIIII ILII ILII IIIIIIII ILII ILII 1111 Illi Illi 1111 ILII ILII ILII (IIIIIIII ILII ILII 1111 1111 1111 IiIIIWII 52'-3" FOUNDATION _ 18'-3" —_ -- 43'-4" -- 7'-4" 4'-4' ao • N • iD I r iA '� I N 10 101 •- � �- Y � r --- I 10'-2 1/2" 12'-3' tO I I I ♦ 3'-3 1/20 1 b �n io I 1 1/4 '01 in t + < I is ^ iN 9'-2 1/2" N I T4'-O 112" I 1 1 1/4" 21/2" I - CLEAR SPACE PLUMBING n I r SF , o \ I 1 1/4' 1 3'-3 1/2" 2 i I N D I 1` U8 I O � I101-100 L I 1 N I I �p I I 1 N Isoloists I � I � 11,_o. .. 5'-0" 3'-0" I oo I 'f• b b N 1 ( 1 .I 1 1 iv 'W I 5._O• io I Nre'-2 1/20 W-2 1/2" o, 3'-10" 6" jI SF STI.. LN. 5" EXISTING ' • _0 MZ 1 MUWONS . gin N N h ^ i in o .I N I 1 I I b� io o_ N q N r 10'-4" 2a'-91/2' — 14'-5" 5'-61/2" EXISTING FOUNDATION PLAN CCALE 1/4" 1'-0" INDICATES SUB-FOOTING - 34 LONG ANCHOR DOLTS SF i 18' x III" x 12' MIN. DEPTH ♦ - 21 LONG ANCHOR BOLTS POUR TO UNDISTURBED SOIL �—Q- DENOTES STARTING POINT ANCHOR BOLT MEASURES ii TRASH ENCLOSURE 1'-0" x 1'-0' FOOTINGS o cr ••to . 0000 • w.w• • • • ••..• O • • •• •• vw •.� •••• •cw• ' b /EF C.�,H q Ci ,...o c-� ta, o :::' c, Z .• W D .t w w cr r- • �. `1 : v OREOON S 1. VERIFY ALL FIELD CONDITIONS AND IMMEDIATELY NOTIFY �P0 !> ENGINEER/OWNER OF ANY DISCREPANCIES BEFORE PRECEDING WITH WORK. AR� �I' �•Yp ENa1N�' v 2. ALL WORK SHALL CONFORM TO THE REQ. OF MUNICIPAL, LOCAL OR FEDERAL *l R AM DMIN SMSMXW AND STATE LANDS. 1KENTT Ig��pH Seo 2 3. ERECT AND MAINTAINED, AS REQUIRED BY EXISTING FIELD CONDITIONS � 5t ez22 p� THROUGHOUT THE ENTIRE OF THE WORK, ALL SAFEGUARDS �C 6860G� FOR SAFETY AND PROTECTION OF PROPERTY. REMODELED MARKETER BUILDING WOOD/STEEL FRAMED wo Chevron FOR: DRYSDALE CHEVRON Marketing 15670 S.W. UPPER BOONES FERRY RD TIGARD, OREGON Revisions SCALE: 1 � '- PERMIT SUBMITTAL e t 4 99 /4 1 0" DATE. 7/27/99 DR. CH. MP APP, DBG Ii 6708-1,_�4' E=TM FOIJI�APM PIAN °' 15670 SW Upper Boones EF018 of 28 ;...., .:.:,. - � � 1 T T T T11 1 ll1 1l 1 1 Jill 1 1 i Jill T F THIS DOCUMFNT I S LF., ( � I I III 1 1 1 ! 1 ) I I I � T� I l l l j l l l l I III I l I 1 1 1 1T> > I j 10I V I I I .L I I I I I 1 - ! LFGTBLF THAN THIS NOTATION 1 4 6 �l_— 1�� _� IT 15 DUF TO TIIF QUALITY OF - - N0.36 4b':p _ �vl �� THF ORIGINAL DOCUMFNT. - -- — - 8 6L I I 8S ill 11 L6 1,11 ill S li 1111111�1111111tillilllil Gt8L9 9 8 �11 ^ T��I�� I��IIIII►�� IIIIIIIII IIIJZ'11I,IIIII �� IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�fJII2 i' 1 i 0" A _ GUTTER INSIDE COR CE -ANGLE ARM __— b — n I SEE SACK ELEV. END ROOF I ! � cv B12111-618.2 8X8 4P1-o BX15 4P1 -41211-112! 1I1 I 400 D.S.-J I I I ._ . 2 10 2. I I 08 bi ch I I I I I R 12'-7 5180 I I 1 at C4 I 4'-3' 2'-101/2" I i WALLS I We x 9 I W I W6 x 8.3 ' ' I I 3 C FURN. SUPP. i � I b bel � I I 1• � 1� x � x I ' n I ANGLE ARM v ; I ( MX 1-4 PI-12 R 12'-9 3 8' SEE BACK ELEV. W8x9 I W8x8.5 I W8x8.5 _ - - -- - - - - - - - - - - - - - - - WALL - WALL I B N6, I I . o u II 1 N i7 �. I I I 04 I FBI-6"r 3.2/ I F93-6"C 8.2/ I F82-8'18.2# F131-8" SHIP E 15.3/ FX10 F9 7 7 F5I F3 FX1go I II D ROOF I M tr 1 3'-7 3/8' 10'-6" 11'-0" 9'-11 1/2- 4'-2 5/8" 3'-3" 5'-6" 5'-6' A 16'-7 1/2' CANOPY EXISTING ROOF PLAN +, SCALE 1/4" NN 1'-0" 14 I 2 1/20 +I /2" 25'-0' '1 4" EXIST. W6 x 8.5 3'.-O' 5 9'-0" r q m NEW W6 x 9 ..., .. 001. OI — --- ...... ::.: + x iv OL W12x19 B2C12x20.7 1/40PL5 "x 4" 11 Goo .... W6 x e.5 �Ws x 8.5 �n 10'-4' *... I /--L 2x2x3/16 CLIPS LOOSE 4' L6 I �Q PRO �,H q U '�'" of 6• � �- WELD TO STEEL COL'S FRONT & BACK �,Q- EjlIG I NE �S0:00 '•.. E AT EACH BOND SM (98" O.C.) 1 �� 16.963 Sic �` •° �� ..:. 1/2 • x 3 3/4 KWIK BOLT '''. •.... N " 5" .— • .w.+ EXIST. MULLIONS v OON 2 t �p � Q I:Na OFIN. FLOOR LEVEL4 • ' A;V I SOUTH E KENT WOTON 96032 - - - `410 18215 72M261-0222 F FIN. FLOOR LEVEL - LF - BCE# 6880 SECTION B 12 TION A BLACK REMODELED MARKETER BUILDING SEC - SCALE 1/4" 1'-0" .1.11i/.i : SCALE 1/1" IN 1'-0" WOOD/STEEL FRAMED 1- 2m Chevron -- i 1. VERIFY ALL FIELD CONDITIONS AND IMMEDIATELY NOTIFY FOR: DRYSDALE CHEVRON ENGINEER/OWNER OF ANY DISCREPANCIES BEFORE PRECEDING WITH WORK. -- — Marketing 15670 S.W. UPPER QOONES FERRY RD 2. ALL WORK SHALL CONFORM TO THE REQ. OF MUNICIPAL, LOCAL OR FEDERAL o AND STATE LAWS. TIGARD, OREGON 3. ERECT AND MAINTAINED, AS REQUIRED BY EXISTING FIELD CONDITIONS Revisions SCALE: 1/4* - 1'--0" [?ATE: 7/27/98 THROUGHOUT THE ENTIRE OF THE WORK, ALL SAFEGUARDS PERMIT SUBMITTAL 8/14/98 FOR SAFETY AND PROTECTION OF PROPERTY. DR. CH. MP APP. DBG OL EXISTM ROOF PLAN FRAMIM & DETAILS EF02 a. 15670 SW Upper Boones 9 of 28 �jirlllllllli� ll � lll .l�lllllll � lTl I1- r �Tliln rTTIIIIIIIIIIIIIIIIIIIIITr1T11Tr1111r11111111111111111 I F THIS DOCUMENT I S LESS I l I I I I I I I I ( I I I I I I 1 11 1 I I IiIIII1IIIL I 1 � 1 1 1 1� lI e i 1 1 LEGIBLE THAN THIS NOTATION, � � _�_ __1�__� ��_��__ __�_� IT IS DUE TO THE QUALITY OF _ _ _ No.aM THE ORIGINAL DOCUMENT. ag l --- — 8Z 8Z LS Z Z 1tiZ SZ 6 OZ 8t I Bt LT 9Zt 16t Zt I� I t I 8 I�rL I TIIIji- Ig I � ill�llll llli�llll IIII�IlII IIII�IiII IIII�IIiI illilllll�l) (IlI�IIII IIII�IIII (ill IIII IIII IIII IIII IIII IIII�IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII (IIIIIIIII IIII IIII IIII IIII IIII Illi IIII IIII IIII ►IiI III114111 tZ IIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII � llll II . s� }4^ r-I t I REMOVE PARTIAL --.j DAK EXISTING TO—EXISTING R WNL REMAIN NEW t t ROOF WALL FACE l 1 ! _ Ir--------------------------r---=— -------------� --- i h —— — —�. .-.�—— —— 1 ; ------------ --------•------�__=J----------------- - ---------------------------------------------------------------------- -----1 I 1 I SLAB CUT LINE I 1 l \ I I I ( I 1 -....................... L-- ` TII EXISTING TRASH ENCLOSURE FOOTINGS TO REMAIN I REMOVE EXISTING SLAB TO W/IN 1130 OF EXIST. WALL LINE. DOWEL NEW 4 ' I 1 SLAB OVER VAPOR J11RRIER 4 DRAIN ROCK TO EXISTING FOOTINGS 1 I I W/ /4 BARS X '1 e LANG— EPDXY GROUTED O' DEEP O 18* O.C. I i I I I 11 11 I -�-TI I r- a l i �t �-- i__lIiiIiI REMOVE VEr- MEXISTING PLUG & RE—ROUI EXISTING I --------------------r---- ALL DRAIN/SUPPLY LINES TYP. h I I L_ '-_J 11 1 I L- ----� 1 I L-----� � II I I -I 111 I I I 1 r- � IJ I I i it I i i EXISTING LIFTS I i ---, II 1 1 % --I I I I I 1 ---------------- I 11 I I TO BE REMOVED I r-- -------------•-------- I I I I I r----� 11 I 1 r----� I BY CHEVRON , EXISTING CMU I i li `I 1 I I I I I I TO REMAIN l I I ll I l I 1 l l I I l ll( LI'___'jI Z- ----- ------------- ---- --T I h h Ir__ —-T I 1 I I I I I _ 11 II I 11 j �-----------------._a 11 II I I I I 1 I I ; Z 1 r II II I I I W I 1 1 11 II II I II I ( I I I I II II I 1 1 I I I 5 11 II II I II � I I 1 I U I I 11 11 I I I 1 I f j I I II II I I I j 1 REMOYE EXISTING III, I I I 1 I ( I i EXISTING COLUMN I i WALLSTO REMAIN ii ii I i i I 1 1I I I 1 SEE STRUCTURAL. DWGS. TO AREA clsn1 G11 F I I I I SUB CUT UNE 1 1 II U I I 1 I —————————„- - ---- ------------------------ ----------------------------- --- II' --------- I II I �_ _L= =t_ _ l II 11 t"_ I1�- =-- ~�_------------- -------- ------ -------------_ Ty�� --•------- -- --------- � -------_� __=__ � rr =—=__=_—=--_ `------------ - __L�_—J — _L-- _�l =V= 1[= —� REMOUNTING ROOF I ROTO► VrC-RHANG REMOVE PARTIAL WNL MATCH NEW L COLUMN FACE r r. 3 1 1 1 I DEMOLITION PLAN SCALE 1/4" s V-0" i 6 1 1 +f i 1 t Ir n�J�C_7_ • •• • .•••.N iii.iii • . .f • • • f.f.f• .. . •I F 1. VERIFY ALL FIELD CONDITIONS AND IMMEDIATELY NOTIFY •.rf ENGINEER/OWNER OF ANY DISCREPANCIES BEFORE PRECEDING WITH WORK. `•» •' .0009 . •, 2. ALL WORK SHALL CONFORM TO THE REQ. OF MUNICIPAL, LOCAL OR FEDERAL ��p �..;A •s•• " ' E AND STATE LAWS. 3. ERECT AND MAINTAIN, AS REQUIRED BY EXISTING FIELD CONDITIONS1b' CGU �� ;••• •...•. THROUGHOUT THE ENTIRE PROCESS OF THE WORK, ALL SAFEGUARDS W D LZ *1140 •„ ... ...,.. • FOR SAFETY AND PROTECTION OF PROPERTY. •• ` (� .... v9 OON )A,O S` J�WaR� T�NQ ENO %?, AVOM SOUTH K T MI NGTON 99032 (426�b1-62n �1 BCE* 6860 REMODELED MARKETER BUILDING WOOD/STEEL FRAMED Chevmn ---- FOR; DRYSDALE CHEVRON F Marketing 15670 S.W. UPPER BOONES FERRY RD TIGARD, OREGON RevlsIons SCALE: 1/4" • 1'-0" DATE: 7/27/98 PERLIIT SUBMITTAL 8/14/98 DR. CH. MP APP. DBG �. lSlll'y1S-U34/ p� 4: 15670 SW Upper Noones f 10 ores EF03 r IF THIS DOCUMFNT IS I.FSsTTj1fII1 I r I f f ( 111 � II � IIII11 IIID14 � LFG)BLR THAN THIS NOTATION, IT I-, DUF TO THF', QUALITY OF THF ORIGINAL DOCUMENT. __ _ _ __ _ _ No.34 6 8L 8�L LS 96 L �vIG SL ��6 iL OL 81 8i Li �9i 4t Tl.iiiicii L.11111 ti L 9 9 fi S L t��>w I lllilIII 1111111 II I 777 I-AII I IIII�IIII II Ill 111 I II I I I III III I illlll II I II 111111 IIIIIIIII IIItIIII I IIIIIIIII 1111�1�11 NEW STANDING SEAM METAL ROOF OVER EXISTING 3 METAL PARAPET 4 ROOF DECK _) NEW STANDING SEAM META INSTALL 3' POLYISOCYANURATE FOAM FLASHING, 20 GA. G5M W/ ROOF OVER EXISTING 3 METAL CORE INSUL O EXIST. ROOF DECK PROVIDE ADDITIONAL INSUL BETWEEN SLOPE 1/2` TAPE MASTIC &PER FOOT CLOSURE PLUG- INSTALL. 3' POLYISOCYANURATE FOAM NEW PURLINS- SEE ENERGY CALCS +14'-3' ---� CORE INSUL O EXIST, ROOF DEC( FOR INSUL REQUIREMENTS PROVIDE ADDITIONAL INSUL 13ETWEEN TOP OF NEW PURLINS- SEE ENERGY CALCS PARAPET MTL STUDS FOR INSUL REQUIREMENTS SEE STRUCT. CLOSURE BLOCK CEMENT PLASTER EItISTIHIO STEEL FRAME STRUCT. EXIST. SLOPE - -- GUTTER STRAP 1/2' PLYWOOD SHEATHIf�c - 1 EXIST. OVERHANG RETAINING CUP. GAUGE AS +12'-4 1120 BE REMOVED`� REQ'D TO SECURE AND FACE OF PLYWOOD ELIMINATE CAP DEFLECTION I-LASTER GROUND FROM 1x4 P.T.D.F. -- CAP FLASHING, 20 GA. GSM W/ 40 EXTERIOR RETURN 1 r CONCEALED JT. COVER. J - BEND PRIME O PAINT .MT'k. TOP PLATE NEW MTL STUDS Y • SEE STRUCTURAL so CONT. CLEAT DRIP EDGE R-19 POLYISOCYANURATE FOAM NEW 7/8' CEMENT PLASTER OVER MTL LATH CORE INSUL • _ 1•� PAINTED AND CLOSURE * — SUSPENDED ACOUST. . CEILING ---SHEET MTL O12 O.C.MA RRINc `, REFLECTED CLG. EXIST. MTL PAN WALL W/ NEW SEALANT MEMBRANE OVER PLAN FOR TYPE & 2.60 POLYISOCYANURATE TOP CLC. HEIGHT OF C'LG. FOAM CORE INSULATIO14 MIN. Y r' WINDOW HEAD 5/8' GWB NEW PLYWOOD PER STRUCT. 2' REVEAL NEW 5/8' TYPE 'X' GWB b PRIMED & PAINTED FILLER NEW 7/8' CEMENT PLASTER � SET IN SEALANT OVER OVER MTL LATH CONT. BLDG. PAPER WHERE MULLION OR PANEL MEETS 38 REVEAL TOP & BOTTOM OL+O'-0' T.O.C. SLAB REF. ON GRADE NOTE: RESIN PANEL BY UNITED PANEL INC. MAY BE USED WITH CHEVRON REP APPROVAL OF MATERIAL SUBMITTAL t INSTALLATION SHOP DINGS. 2 PMAPu/Fmm • mm 3 cru I DETAL REAR WALL 4 PAmpEr CAp 1' a I'-0' 3' wo V-0' 3' so 1'-0' r----- ---- --- ---------- - - ---- ---------- — — — — -� I I I F— - - - -� r-- - - -- - r- - - - -� I I I I I I I I 3 I L _ _ — J L — _ _ J — _ �1-- - - - _1 l— _ _ _.l L_ __ — J I — Zo STANDING-SEAM METAL ROOF -- 4' ROOF DRAIN AND OVERFLOW OUTSIDE OF WALL STAND OVER ING ROOFING FELT TIE ROOF DRAIN INTO STORM DRAIN SYSTEM OR DRAIN CUPS AS REQ'D PER ONTO SPLASH BLOC( AS REQ'D. OVERFLOW TO PROJECT ERI MFR'S RECOMMENDATIONS- 12 THRU FACE OF EXTERIOR WALL AND DRAIN ONTO SPLASH BLOCK (TYP. OF 2 LOCATIONS) 26 GA. GSM FLASHING 6' MIN 5 LAP SET IN CONT. SEALANT ROOF DRAIN 11/4' PER FT. TO ROOF SLOPE MIN. 26 GA. GSM GUTTER - SLOPE BELOW (TVP.) I TYPICAL - METAL DECK 1/8' PER. FT. MIN. - -- NEW 20 GA. 20 GA. GALV. CAP FLASHING 6'X16' ATTIC SEE STRUCT. (PAINTED) SEE 2 VENT SIM. 8' 14'-9" NEW FRAMING PER S UCT. TOP OF / PARAPET NEW STANDING SEAM EXISTING 00 ROOF OVER EXISTING METAL SLOPE ROOF CECK INSTALL 3' POLYISOC ANURATE FOAM CORE INSUL O EXIS . ROOF DECK _ NEW STANDING SEAM MET FORRESTROOMS •' "� ROOF OVER EXISTING 3 METAL 3 •••• x 14'-3 PROVIDE ADDITIONAL I JSUL BETYIEEN ...... .... �, or NEW PURLINS- SEE E ERGY CALCS ROOF DECK _ • PARAPET BEYOND FOR INSUL REQUIREM TS - INSTAR 3' POLYISOCYANURATE FOAM N CEMENT PLASTER _ PROVIDE A001110NAL INSUL BETWEEN •" • --` - CORE INSUL O EXIST. ROOF DECK SIM i►� ,/ NEW PURUNS- SEE ENERGY CALCS •••••• •• • o I EQ EO f FOR INSUL REQUIREMENTS • *see,. Goes. • 1 • PLYWOOD SHEATHING _ 5:12 PI so so� � so �y ( ) ...... .- .•. • 11'-6• rY. .... ii . . IN BOTTOM OF SOFFIT R-19 - - - - - -- - - - - - - - -- - - - - -- - - _ _ _ - - - - - - _ - - __ -- -- - - - - - - - - - - - -- -- - - a CONT GALV 2' CONT. DRIP/REVEAL 2VEN W/ BIRD I ( �) - SCREEN CEMENT PLASTER OVER ' 3.4J/S LAT EXPANDED SEALANT (TYP.) >� Z 1 GUTTERME LATH At 2 LAYERS OF � �201Jg. GRADE D SLAG. PAPER \-SLOPE - 1/A' PER FT. g SUSPENDED ACOUST. CEILING MIN. GRAY SPANDREL GLASS F1 0�,� U REMODELED MARKETER BUILDING ;g '-8' �4�/ 1155,ea3� ;, $ Z WOOD/STEEL FRAMED CEILING HT. 11 OG O Chevron BOTTOM OF W v `T�N� ,N�� FOR: DRYSDALE CHEVRON FRAMING 0~ E N U NATE; ! Marketing 15670 S.W. UPPER BOONES FERRY RD tiv+o R"Ima Iwo mm srs• 1. FLASH ROOFING MEMBRANE PENETRATIONS USING PRE-FABRICATED O 10215 w AVENUE YSOUTH TIGARD, OREGON BOOTS. FITTED COVERINGS, AND OTHER ACCESSORIES AS REQUIRED S�r,�� EN 2, WM 51_eza2 BY ROOFING SYSTEM MANUFACTURER. -cwgR� Revisions _ Q �* 6860 PERMIT SUBMITTAL a 14 e6 SCALE: 1/4" 1 CH DATE. 7/21/98 2.^VERIFY MECHANICAL. UNIT WEIGHTS WITH SITE SPECIFlC MECHANICAL UNIT SPECS.- -` - �+-- 8. DR. CH. MP APP. DBG W ROOF CAP/R • EHTW ROOF PLAN /R�O�O�F PL14N 1. 1._0. 5 T'QR�3a11/4' 1'-0" MALS A02 1.670 SW Upper Boones 12 of 28 IF THIS DOCUMENT IS LESS TTT7111 `1 1 1 1 1 1 1 1 1 1 1 11 1 111 1 121 111 111 111 I I III III 111 111 III 111 111 ! 1111 111 111 III III III III I I III III III I 1111 111 111 1 1 11 T T11 111 I 1 I I l III 1111111 111 III III 1 I IJ I1 IJ14111 � i � l6l � l � IJI 111 , 11 I ) LEGIBLE THAN THIS NOTATION, ----��-A..--�---^�-_._�, �_,_��__- —_� _�-� T7' I� DUE TO THE QUALITY OF - _ rro.�e �'�-� #u9us� RLI �� THF, ORIGINAL DOCUMENT. - --.- _ _ _ _._ �_ � _ Jill, S 8 L � LS 9 L Z >rL S TrL 8 T B��[ lT 9 T9 T 6 t er GT T [ tT�B L „ R L i �IIlIJIIIIIIIIIJIIII IIIIJIIIIIIIIIJII,i IIIIJLII IIIIJIIII I�II�IIII IIII�IIII ILII ILII IIIIJIIII IIIIJIIII IIII�IIIIIIIIIJIIII llll�llll ILII ILII illl ILII ILII Illl illl iiu ilii Ilii IIIIIIIII VIII IIIIIIIIIIIi�liliiii iiiiiilii luilniililli 1111 !I!1 Inl nn Inl nli lin iilll�lll l 4 DECAL DECAL / DESCRIPTION - IDCL-201 OPERATOR NAME/ADDRESS/HOURS DCL-202 IN CASE OF EMERGENCY CAUL.. CAP I DCL-203 SPILL NOTIFICATION FLASHINGDCL-2U5 MICROWAVE IN USE 12 DCL-207 NO BILLS OVER $20 +15•-0' ± STANDING SEAM _ TOP OF EXISTING WALL 1A METAL ROOF �5 DCL-206 SORRY NO CHECKS CUSTOMERS DISABILITIES +14'-9HIP R t PARAPET CAP DCL-2 0 NODRINKIING ON PREMISES TOP OF PARAPET40 FLASHING BOTTLE STORAGE BEYOND DCL-228 EMERGENCY EXIT ONLY DCL-220 NO SMOKING +14'-3' - - --- - _ _ _ —^�'- EXTEND do MATCH EXISTING TOP OF PARAPET _ SI NG SUPPORTS- SEE STRUCT. DCL-251 STREET ADDRESS NUMBERS Be HIGH-VERIFY W/ CITY 1 - 2 RE 1 DCL-256 PUSH LL PAY SMALL BILLS STUCCO FINISH TO MATCH STORE FIN. � 2 OO TRASH ENCLOSURE GATES: DCL-279 ELECTRONIC SURVEILLANCE �� 2 1 1 2'X1 1/2'X3116' STEE DCL--469 RESTROOMS INSIDE -- 3 ACM/RESIN PANEL TUE FRAM (FULLY WELDED /R W 3 PAIR H VY DUjY 2 / DARK *Y SPANDREL GLASS ABO*CEILING -+r H NGES WELDED TO d • 4 STEEL POSTS. 1 SOFFIT 6 BAND +9'-6' CLG. -_ ON ACM/RESIN PANEL M0719ft DETECTOR �� • // ii�' ,' ' i�i HIGH PE r ITY OVERRID I NUMERAL STEEOST . . R BOLT LATCH t _ (HEAVY DIF 7 i1T AN�tt�111< _ WALLE / �- / 4IL REVEAL (f'P.) 3 f . i3 0'-0• II II — WLM XISTING BLDG. SLAB 41 ACCESSIBILITY SIGNAGE CLEAR ANODIZED SLIDING BLACK VINYL CLAD CHAIN LINK MARK DESCRIPTION PPC PAINT / 3 SIDES (TYP-) 2 (DCL-209) AND DECALS ENTRY DOOR AND FRAME FENCE GATE W/GREY VINYL SLATS AS NEEDED (DCL-7n'%, DCL-207, DCL-206, DCL-210 & DCL-220) DECALS AS NEEDED (DCL—tot, ocL-2o2. DCL-203 CANE BOLT 1� ZEPHER HILL CC102990 GROUT PACK UNDER FRAME PER AND DCL-489) (HEAVY DUTY) URETHANE PER ENTRY DOOR SYSTEM SUPPLIER FRONT (EAST) ELEVATION DECALS AS NEEDED El HAVANA CREAM CC102980 (DCL-2256 AND DCL-270) SCALE: 1/4'-1'-0' DARK GRAY GY-210 UC59668 12 � RED RE-360 5 NOTES 1. PPG CONTACT: DAVID LANDRY. 713-944-8550 +14'-3• 2. FOR INTERIOR DECAL SIGNS, SEE GRAPHICS AND PAINT PLAN, SHEET G01. TOP OF PARAPET 3. PROVIDE SHOP DRAWINGS OF STOREFRONT PRIOR TO FABRICATION, DETAIUNG 1 I MATERIALS, FINISHES, SIZES, PROFILES, CONNECTIONS, ETC. SHEET METAL j 4. NOT USED. GUTTER 2 3 x 4 SHEET METAL I DOWNSPOUT TYP. 5. DO NOT PAINT CLEAR ANODIZED ALUMINUM FRAMES. I 6. SEALANT WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK GRAY AREAS, USE CLEAR SEALANT. FOR OFF-WHITE, WHITE, OR BLUE AREAS, BLUE. ALL SEALANT SHALL BE t 3 CT CAN I PAINTABLt. — — — — — — — — — — — — — — — _ A01 METER i 7. CEMENT PLASTER TO RECEIVE MEDIUM-DASH FINISH, TYPICAL T/ I CONTROL JOINTI 1 TYP. AT 4 EQ. 101 I 8. PPG PAINT TO BE VOC-COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. BOTTLE STORAGE SPACES PROVIDE STUCCO FINISH OVER I 9. STANDING-SEAM METAL ROOFING SHALL BE BY BHP STEEL BUILDING PRODUCTS, 'SELECT SEAM' SYSTEM NARROW BATTEN 16 1/4• COVERAGE. PVF (KYNARj FINISH TO MATCH PPG PJC59668 F METAL SIDING r____ ---------T DARK GRAY. PROVIDE SHOP DRAWINGS OF ROOFING PRIOR TO FABRICATION SHOWING DETAILING ------------------ ——- r—————— r—————— I MATERIALS, FINISHES, SIZES, PROFILES, CONNECTIONS, ETC. MECH. UfPMENT 1 I I I I (OPTIONAL. CONCRETE MISSION TILES AS MANUFACTURED BY UFETILE) OR A CHEVRON APPVD. EQUAL. 10. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR TO APPLICATION. PREPARE 0-0 SURFACE AND APPLY PAINT, PER PAINT MFR. RECOMMENDATIONS. EXISTING BLDG. SLAB 11. CEMENT PLASTER SHALL BE 7/5' OVER 17 GA. WIRE WOVEN FABRIC ATTACHED W FASTENERS PER UBC TABLE 47-C. OVER TWO LAYERS 15/ GRADE 'D' BLDG. PAPER. ........... - 12. PLANT MECH. AND PLUMBING ROOF PENETRATIONS LIGHT GRAY GY-450. REAR (WEST) ELEVATION � �� SCALE: 1/4'-1'-0' 12 12 3 t�5 5� — ———- ----•------.—._._-------- • •• —————————— ———— ----- ,,. ..••• •••• —__.-- — _ ------ F _ _--'-----_ —.. — —.—_._.___.-- _—_ —^— —__-- ._—_ --_.---- ---- •.••• •• • •• • • • ROOF UNE ROOF UNE BEYOND A 00:00 BEYOND 13 ��O PRO ��A w • +. ••• D -223 EXISTING CMU WALL ••••• 1 W/ TEX COTE FINISH TO MATCH STORE STUCCO FIN. OREGON F --- -- ------------ � S�,•, T� �� CONTROL JOINT I 'cvVA 7 �Q ENO�N r I TYP. AT 2 EQ, I \ 2 I SPACES I Saw Riwwa me rxsw *cc+wnr I2ND AANUE SOUTH -- KENT M1�SHINGTON 96032 E _I 1 KENT 6 I 251-6222 3 0 I I MECH SCREEN MECH. SCREEN BEYOND BEYONDI BCE# 6860 — REMODELED MARKETER BUILDING FAINT DOOR FRAME TO Chevron IN FOREGROUND BOTILE SAGE WOOD/STEEL FRAMED Ac MATCH ADJACLNT WALL. TYP: FOR: DRYSDALE CHEVRON i E RIGHT SIDE NORTH ELEVATION LEFT SIDE (SOUTH) ELEVATION- Marketing 15670 S.W. UPPER BOONES FERRY RD SCALE: 1/4'-1'-0' SCALE: 1/4•-1'-0' TIGARD, OREGON Revisions SCALE: 1/4m = 1'-0" DATE: 7/27/98 PERMIT SUBMITTAL 8 13 96 °8 DR. CH. MP APP. DBG i �UNy�.Us(�, EXTERIOR EI.EVA TKM A03 n. 15670 SW Upper Boones 13 of 28 _ SAf I111 IIII_ zIIIIIII�II �illllI I IIIIIIIII—lI l�I—IIITI ITIITIII1�IIIII1 IlIIIIIIITII IIlIIi IlIII 1F TH1S DOCIMRNT IS LESS Ie LFGTBLR THAN NOTATION, 4 II I IIItIIlIlII I1I1II1 II1IIIIII I_IIIIIIIIIIIIIIII IIIIIIIIIIIIII-IIIIIIII IIII IIIIIIIII IIIIIIIIIIIIIIII IIIIIVIIIIIII11II1IIITII1II1 IlIllliilll1l I1III1II1IITIII1I1IVITIII1II191111I111I 119I11I1I111I1I1I�IIIIII�IIIIIIIfiIIlIli�-I�llIllI.�:I'IIlIl�I lllIllIlIlllI�i�Ill ,.-7.�,�Yd1Y�F.-,.a:...._ .._._.. .._....._ ...-aqi' +�t.�i,--...__. . :.._,_.:a,.a�nx,a:;-.w�s•.cx�,aGxhc�It�..muuuacu..w.w,.:.,.I..�..,ia�Z I IT IS DUF TO Tl{E QUALITY OF No.�e � -r-- THF ORIGINAL DOCUMENT. Lgl I 1411191_11_1111e11 11191111,111111ILISIIIIIII9IIIII Ltov:..�:�w:..:,, IM•�aem::_:rl., _ 11 c — 3/4' PLYWOOD O RESTROOM --------- TO UNDERSIDE OF FLUOR. STRIP NTH ONLY ROOF DECK ABOVE WATER HEATER, REFLECTOR 2Xd CLG. JOISTS SEE PLUMBING DRAWINGS O 2'-0' O.C. T-BAR O 11'-d' 2X8 BLOCKING ROOF STRUCTURE ATTACH BRACE TO ROOF STRUCTURE (TYP.) ' � DBL 2x NAILER SEISMIC BRACING 2x4'S O 15" O.C. SEISMIC STRAP ACRYLIC DIFFUSER TO n. MATCH 2x4 FIXTURE LIGHT FIXTURE AND SLAT WALL 2x4 DIAGOWAL I _ LENS MATERIAL ACRYLIC DIFFUSER FROM 2x4 FIXTURE LENS MATERIAL ^— t3=S O 32" O.C. LIGHT FIXTURE AND WALL BEYOND '- BLOCKING •w —PAINT GYP. BOARD WHITE NAILS RI NU SCREWED ACRYLIC DIFFUSER FROM ABOVE CEILING de. 5/a' GYP. BD. SCREWED 2x4 FIXTURE LENS MATERIAL GALV. SHEET METAL PAN W/ /8 x /2' TAPPING SCREWS 01 C. .) TO CEILING d' 2x DIAGOt(AL BRACE O 32' LT-BAR O 9'-d' I —STUD WALL w O.C. (TYP.) GRAPHICS PANEL GYP. BD. EACH 2x4 SUNG JOISTS 6 PROVIDED BY CHEVRON ; SIDE O td9 O.C. do INSTALUD BY OTHERS 7'-d' ENTIRE SHELF w%�24RGA. COOLER 1r STAINLESS STEEL OR EQUAL 5/8' GYPSOARD TO CONTINUE a'-0' A,F.F. FLUSH OVER WALL 7'-6' TYP. GYP. BD. PAINT FRAMING At COOLER WALL +T-d' CEILING A.F. . F.R.P. PANEL, T.O. MOP SINK GYP. BD. OVER NOTE: SEE ROOM FINISH SCHEDULE TO UNDERSIDE OF WATER 2 2 X X FRAMING NOTE: SEE ROOM FINISH SCHEDULE 5/15' GYPBOARD MAP ON FOR CEILING HEIGHT HEATER SHELF_, O 16' O.C. FOR CEILING HEIGHT NATE; SEE ROOM FINISH SCHEDULE 2 x 4 STUDS O 16 O.C. -_ FOR CEILING HEIGHT 1 . 3 WATER HEATER SHELF 2 WALL ABOVE COOLER 1 TYPICAL WALL AT GYP. W. cE LM � DROP SOFFIT5 FaScl�► 4 DROP E�rr CORRIDOR _ �•�T•� 9LiCTEMP\OSi001' . 1)•�>)•�• BlJ(IEMP\OYIWOOJO — MODIFIED 1•�1•�• 12 GA. VERTICAL 1ANGER O 4'-0' O.C., COMPRESSION STRUT SCHEDULE ATTACHED TO TRAPEZE O OBSTRUCTIONS. (USE BACK TO BACK 1 1/2' COU) SGT, DIAMETER rn ROLLED CHANNELS FOR SPANS GREATER THIN V-O'.) UP TO 4'-0' 3/4'0 12 GA. HORIZONTAL SEISMIC RESTRAINTS 5'-00 100 SPLAYED go' FROM EACH OTHER d$-O• 1-1/2'0 O 12'-0" O.C. BOTH WAYS TO WITHIN OF WALLS 45' MAX EMT COMPRESSION STRUT NOT TO EXCEED 1:6 OUT OF PLUMB: SEE SCHEDULE SUSP. C .G. 01V-6 AFF CROSS RUNNER 12X12 12 GA. SPLAYED MARE BRACING PERPEN- HVAC DIFFUSER DICULAR TO EACH RUNNER d' MAX FROM EACH END OR BREAK TO PREVENT SPREADING MAIN RUNNER O CE OPEN TO STRUCTURE r2 — TWO 2 LAMPS 4' M. �� ABOVE COOLER WALL ABOVE STRIP LITE 1+ WITH 4 ALL NRS N/2 0(nP)0 BE ATTACHED FIXTURE COOLER SUP_ LIGHT FIXTURE SUSP. QLC. I LOCATION BY WALK-pal COOLER O 9-d AFF COOLER MFR. 2 BOTTLE 2. INDEPENDENTLY OF CEILING (;RIO WITH I A04 1-/12 WIRE AT TWO CORNERS DIAGONALLY �1�p STORA7E GE ACROSS FROM ONE ANOTHER. 12X12RETURN NR GRILL RETU IR RETU AIR O !!�bQ.AFF LG. A04 1 3. ALL MAIN AND CROSS TEES, THEIR SPLICES ( .) ,•. AND INTERSECTING CONNECTIONS SHALL BE �TYP.) " ' �1 ADEQUATE TO RESIST 72 Ib�, IN TENSION. 'y,♦ \ .� / d . i TRASH + RECYCLE EKILOSURE I f ! 7 susm9cm CELm L l 30=1@-Ow GYP$ B.Q. CLG. II H C SPEN CLG. / O 8-0 AFF N DIF FUSER 0 9'- MEN WOME GR HICS FA A O lr-r AAT IL L®J L®J Roil L®J —2' WI W VENT ' ---2' WI ME DRIP a N A04 - - SEE DETAIL LCLEAR xTO WRAP ENDS SIDES I+UBOTTOM r w BREAK METAL 1/2 x 4 3/4 x 1/2 '•'•' r • • w • S DETAIL r r •• e YV •.. r I REFLECTED CEIIJNG PLAN SYMBOLS AND NOTES .. . 1. EE ELECTRICAL AND MECHANICAL_ DRAWINGS FOR FIXTURE SPECIFICATIONS. PROVIDE SURVEILLANCE EQUIPMENT, PER CHEVRON CORP. SECURITY 2. ALL DIMENSIONS ARE FROM FACE OF FINISH. 0 AE=-3 RECESSED H.I.D. LIGHT FIXTURE SURFACE—MOUNTED 2' x 4' RECESSED FLUOR. LIGHTFIXTURE 0 Ip�O,�F, ��A�•/S REMODELED MARKETER BUILDING FLUOR. UGHT FIXTURE Nf 6" EXHAUST FAN �� 3� OS OCCUPANCY SENSOR ® p WOOD/STEEL FRAMED Q 4 SURFACE— CEILING MOUN•rED ILLUMINATED EXIT SIGN w Chevron MOUNTED FLUOR. UGHT FIXTURE — � SURFACE—MOUNTED FOR: DRYSDALE CHEVRON E ��_•• 1' x 4' RECTSSURE Marketing 15670 S.W. UPPER BOONES FERRY RD � FLUOR. LIGHT COOLER LIGHT Q,O� u9� °Rro 1ga1i i°� ��Ho ENC�� 11GARD, OREGON AIR SUPPLY GRILL Revisions .. •,,. -;-,`;.r• CONT. FLED STRIP LIGHT FIXTURE, 1AMD�N"'xq AND °�10N f0t01"�� PERMIT SUBMITTAL 9 13 9a SCALE: 1/4" a 1'-•O" DATE: 7/21/98 SUSPENDED ABOVE CLG., W/ ACRYLIC DIFFUSER TO MATCH 2X4 FIXTURE DIFFUSERS (FABRICATE FROM FIXTURE DIFFUSERS) El AIR RETURN GRILL 1KEN w v INO733NE 900032 P DR. CH. MP APP. DBG i r14" 251-e22.Z RECESSED COMPACT FLUORESCENT DOWNUGHT W/ LENS ® EXHAUST AIR GRILL BCE 6860 i 1sulwts-us4 i RECESSES COMPACT LENS LSI INTERLOCKING FLUORESCENT & DETALS r A04 a ' , 15670 SW Upper Boones L®J METAL HAUDE CAN LIGHT �i SINGLE LAMP FIXTURES 14 of 29 TTr ilr fll Ili ill III I�I ! 1 til iii iii ! t t � l � � 1 111 1�1 111 Ilr 111 ! 1111 111 Ili III III III 111 I 1111 III 111 I 1 lit T11 111 1 1 111 111 111 111 III Ill 1111111 til 1F THIS DOCUMENT 1F LRFF 1 I � � 1 I LEGIBLE THAN THIS NOTATION, I _.•a1-- I _ �1_- I �--- 4 I `'1__ I I + �U 11 T I S D " , T' T QUALITY I T Y O F --- --- ------�-----� 1 OF 0 THE M - - _ No.34 9'HF ORIGINAL DOCUMENT. tsil ---_ - __ . _. _ -__ _ J l8ti f1811 till-111'I'l L i�L 56�6 I till O�L JOIN BI LtT1191IT1111111211 I Gt llllllllll�llIIIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII �� ILI �IIII I��I� 11�I�II��II�Iill �� ILII IIIIII III IIIIIIIII IIII�IIIIIIIII�IIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII ILII luill I l i/2" x 1 1/2" STEEL TUBE MECH. EQUIP. SLAB/SCREEN NOTES I FRAME FULLY WELDED - -- 1 I 1. DESIGN CRITERIA: 1994 U.B.C., WIND--80 MPH, EXPOSURE C. SEISMIC ZONE 3. 2.875" GALV. PIPE — GAL2. FOUNDATION: 1 :'. COMNLINK FENCE POST TYPICAL SOIL TYPE: TBD LATERAL SOIL PRESSURE: TBD c I �• 3. DESIGN ALLOWABLE: ASSUME 1500 psi I v 4. ALL EXCAVATIONS SHALL BE FREE FROM LOOSE DIRT, WATER AND DEBRIS, ROOTS, STUMPS, ETC., BEFORE PLACING CONCRETE. 5. STEEL FABRICATOR (FOR GATES) SHALL BE A LICENSED FABRICATOR BY THE BUILDING DEPARTMENT AND BE EXPERIENCED IN PERFORMING THE WORK ' SHOWN. k "FlBERMESH" REINFORCING — AS PER SPECS6. ALL WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS. WELDS SHALL BE . 10• 10. GRIND SMOOTH. CONCRETE: FOR FOOTINGS CONT. PERIMETER 7. MINIMUM ULTIMATE COMPRESSIVE SSIVE STRENGTH AT 28 DAYS SHALL BE RE2,000 PSI. \\\ a. ALL CONCRETE SHALL BE READY MIXED, REGULAR WEIGHT HARDROCK el - — .� __,•.:'=: r y CONCRETE CONFORMING TO ASTM C-94, Atvu MADE WITH TYPE I OR !' �� "- '•• 11 PORTLAND CEMENT CONFORMING TO ASTM C--150. b. AGGREGATE F;ALL BE NATURAL SAND/GRAVEL CONFORMING TO • a. ASTM 13. — I 8. REINFORCING STEEL SHALL BE MEDIUM GRADE OF DEFORMED BARS AS PER ASTM, A-615 GRADE 60. MINUMUM LAP SHALL BE 40 BAR 12" SQUARE DIAMETERS. (2'-0" MIN.) r — L FOOTING MIN. a. ALL REINFORCINGBAR BENDS SHALL BE MADE COLD. 9. ANCHOR BOLTS: SCALE: ALE. SCALE: SHALL BE ASTM, A307, TYPE "C" 3/4 1'-0" 1 POST DETAIL 3/4 owl 0-o" 2 SIZE AS SHOWN ON THE DRAWING. i Y Y GUTTER DISCHARGE TO ROOF (TYP. OF 2) BOX18' PRIMED & PAINTED GALV. LOUVERED VENT W/ SCREEN (TYP. OF 4) to +15'-0" ± x TOP OF WALL 12 EXISTING +14'-9' Q5 CMU WALL BEYOND TOP OF PARAPET •• • I TOP OF PARAPET 1 , 1/4•/PT' MIN. 02 i ',I .. •••• ,. , h — -t- I . .... LMEi"iT .. •. PARTIAL EXISTING PRp,� Q,H q .• EXISTING 1 EXIST. STEEL FRAME — -- l 2 I I 1 ROOF OVERHANG ,`�,� IMf S S °' , to CMU WALL 1 do MTL DECK ROOF 04 t TO BE REMOVED 15,�3� S� •• TO BE REMOVED i i O �� .•.. •.> 1 R30 INSUL. MIN — I I ' , � ✓ •• • EXISTING i I 1 Rl1i INSUL MIN .• • ROOF OVERHANG 1 SUSPENDED ACOUSTIC CLG. ` — 1 _ _ •.•. TO BE REMOVED 1 OON Z SG �. .SJ�AR� y T.NQ CASHIER AREA BEYOND 1 PARTIAL EXISTING 10215 e 15 ANO72ND V��Ss UKWW 5COOLER i CMU WALL KENT WI1Sr�N09O32 nnnnnn1 od To BE REMOVED (�zs 2131-j 222 I ' I I MEOH. SCREEN — I BCE* 68W ' 1 2 o'-o" EXISTINGi I � _+� BEYoND I I o5 os FTN. FLOOR UNE REMODELED MARKETER BUILDING l — ATM I Q CABINETS BY OTHERS I Chevron I WOOD/STEEL FRAMED - - EXIST. CONC. SLAB FOR: DRYSDALE CHEVRON V SECTION A Marketi ng 15670 S.W. UPPER BOONES FERRY RD v SCALE 1/4' 1'-0" TIGARD, OREGON i Revislons SCALE: 1 4" 1'-O" PERMIT SUBMITTAL 8 '!3 88 / DATE: 7/27/98 IiUI'12S-I1S4/ DR. CH. MP APP. DBG a 15670 SW Upper Boones SEC 15 of 28 � `(_('``ECTM AND [ TAILS A05 VIII SIIIIII IIII SIllll�ll1l�l IIII�IIIIL�I IIIII��-II�II IIII�II�II ZII�IIIIIIItIyI �LI~III��IIII IIII�IIII�I fIlIlIII 1II1II j1IGiIIlIl�I►OI1lT1flZ11Jill lllIllIlTll II IIIlIIlIIIIIII II�III � I-III_1II1II IIIII IIIIII�I'III IFTHIS DOCUMENTIS LESSIII III III LEGIBLE THAN THIS NOTATION, � IT IS DUE T0 T E2IJALITY OF I,IIIIII I llIl1l�l1l�lI 11ll1l1ll�rl11 �11i1lll1l I1III1�I1I�I1III1-I�I�IT�III1I�II1�I�IIi�OlIIl III I I Ill1r III��IS�ll I I I LI+Il l I I II��.I�,�I J. ..�-�....�_ .`✓.�_, .../o.�e THE ORIGINAL DOCUMENT. 8 iLT > T St 'Li It T 8 94 ^ t7 77 I_I�IIIIIIII b IIIII�IIIIIIIII�IIII IIII�IIII III IINII CEMENT PLASTER INSTALL MULLION TIGHT R.O. Al SPACE AGAINST POST R.0. 10' R.O. R j �► PROVIDE SHI`I SPACE BEGIN CURB F.O.S. —(NO SHIM SHEAR PLYWOOD ON EXTERIOR SIDE ,. * OPPOSITE END OF WINDOW SPACE REQ'D) FROM WALL ONLY- INTERIOR SIDE MIN. / ! METAL CORNER BEAD--- SHIM SPACE SHIM SPACE ELSEWHERE-- SEE STRUCT. o ! ' 5/9' GYP. BD. ------ _ AS REQ D AS REQ EXIST. COL. OR NEW T.S. FINISHED FLOOR / pILAS1R SEE STRUCT. DWG'S STRUCT. WALL, ((IUARRY T1LE) R-19 MIN. POLYISOCYANURATE i SEE STRUCT. DWG'S P T S --RETURN FOAM CORE INSULATION --- BARRY 'I1LE INSIDE COOLER 'HALF-SADDLE' THRESHOLD F.O.S. WALL T.S.F —SEALANT 5/B' GYP. BD. OVER B.R. � i" MATERIAL WHERE REQ'D BY PLYWID F.O. O ALUM. MULLION CHEVRON REPRESENTATIVE SHEAR _ (� ) 5/8' GYP. BD. OVER 2X8 _ _ _ -- _ PLYWOOD STUDS O 18. O.C. TYP. � .� - - " : I :'x4 PILASTER FRAMING/ 1 T i UTILITY CHASE r / /' , FO BY DOOR SUPPU R SYSTEMENTRY DOOR ,' 3 1 2 i MAX. 1 N t' FLANGE 5 8- GYP. BD, --- � / l EXISTING CONC. FTG.- SEE DEMO PLAN 1/4" F.O.S. / SEALANT 2x FRAMING— ''•` SLOPE ' s AND STRUCT. DWGS. PLYWOOD r. i-- r----i---�— i---i--- r—,—r-- 7/8' CEM. (WD. OR MTL.) 1 8 PER FT. FACE OF ( ) HOLD PLYWOOD OFF FACE OF PLYWOOD TO AIJCN W/ FDTN CURB PLAST. CONCRETE SLAB CONCRETE 1/4' MAX.. FILL WITH CAULK AND BACKER BY CONC. CURB CEMENT PLASTER (TYP-) SET THRESHOLD IN FULL BED OF SEALANT SEALANT COOLER MFR. (TYp') -, 3'-5 1/4' 1 1/4' R.O. R.O. 1 1 4• 7 1/2' GROUT SPACE -- 22 GA MIN GSM WEEP SCREED 1 1/4 R.0. PREFABRICATED COOLER ------ EXIST. CMU CUTE CK F.O.S. F.O.S. EXPANSION JOINT WALL PANELS TO MATCH NEW COLUMN LINE- 16 INE BQ CORNER P�A8ITER ® P�.AgT�R 16 TYPICAL THREsi-SOLD 12 CEMENT PLA8TER wEEP BREED 8 COOLER WALL • STUD WALL - PLAN SECTION 4 ST .JAMB NO SCALE 1:4 1 1/2' - 1'-0' 1 1/2' - 1'-0' 1 1/2'-1'-00 EXIST. MTL PAN WALL W/ 5/8• GYP. 8D. TYPE 'X' & R19 MIN POLYISO. FOAM CORE INSULATIONTYP. r !� TME AND SEAL JOIN75 (TYP.; CONTROL JOINT ENTRY PLYWOOD PER STRUCT. STOREFRONTSYSTEM BY WALL BEYOND 0- 0 \ DOOR SUPPLIER EXIST. MTL WALL FINISH XAll �r NEW 7/8' CEMENT PLASTER OVER MTL LATH EPDXY GROUT PACK AS REQ'D PER MFR'S. SEALANT, TYP. RECOMMENDATIONS PENETRATION QUARRY TILE SEALANT O ALUM. FLASHING (TVP.) 1 HOUR WALL CONST. O BUILDING REAR AND SIDE WALLS TYP. O � WS� O 1 XPT 13 1 HR wALL DETAIL 9 NOT USED5 31OFF�IOIYI' 3•-1'-0• SCALE 1 i E i� tR�t T x A " ' I o0.: so 090000 ...,M .... r,•• e r .. ••,rr• , • •..• r••r e- •, r 15,86"3� $ c 2 U1 D REMODELED MARKETER BUILDING N. G /STEEL FRAMED WOOD Chevron ------ NAR� /k4 III Nch FOR: DRYSDALE CHEVRON Um mAmmm me now VVMAUIW Marketing 15670 S.W. UPPER BOONES FERRY RD � e ,s w D AVENUE oe�2 o3 I42KM b 20,1-6222 T1GARD, OREGON II Rev(slons BCE# 6860 PERMIT SUBMITTAL_ SCALE: AS SHOWN DATE: 7/27/98 I31 JI'98-0147 DR. CH. MP APP. DBG 4 15670 SW Upper E3oones — ��S 16 of 28 J t A06 i IF THIS DOCiJMFNT Iq LFFS TflT11(jT11ll1f 111(111 11LI1 1I� 111I111 Jill I IIIIIII 1111111 lllllli1_11111 1 lll�lll llllill IIIIIII VIII I IIIIIII 11;1111 111111 1�1�1 T T�T1T�1 111 T 1 111I1�1 1111111 IIIIIII III I 1 -- ��,,...„„ I_`*� I_I 1,RG113LF THAN THIS NOTATION, 1T T-, DUF TO ',HF QUALITY OF _ V THF ORIGINF.I. DOCUMRNT, _ 0�8 eIZ 8�L II L��L ti 'll *��S }��11 - ^ L��j tt II OL 8i di I Lt 9� 4t }t St Gt tt t 8 L Til } tE L t �� 771 IIIIIiIIIIIFIIII III1IIIIIIIIIIIIII IIII(IIII I I I SII I �I IIIIIII IIII�IIII IIIILIII IIII�I I IIII�IIIII II� IIIIII►I�Illlllill�llii Illi+1111 IIII�I III II I I�IIII II IIIIIII I I I,III II I1119111111!II IIIIIIIIIII III IIIIIII 1111111 COLING CUT TIE AT TOP COURSE ONLY won LINERSRST I MS WOOD STUDS O 1a' O.C. 2 D•-190 ARCTIC WHITE K-170 ICE GREY DH-09 DENIM BLUE N56 'SHADOW FLASH' K-170 OTC ICE GREY AC"T LINER ® BASE 71LE OH-09 14 i DENIM BLUE ACCENT LINER - - — SUPPORT FRAMING FOR ATTACHMENT OF FIXTURES ��ppw I. WALL TILE PATTERN IS TO BE CENTERED ON THE BACK WALL AND WRAP • Vf1M�/ � AROUND BOTH SIDE WAILS TO THE WALL WITH THE ENTRANCE DOOR. CERAMIC TILE WALK-IN COOLER 2. TILE IS BY DAL TILE EXCEPT FOR BASF. I r' SKIM COAT, MA JOINT TAPE, (ff CEMATERIAL AND GALV. VINYL TILE PER ROOM SEALED CONCRETE BOTTLE .� I �� SCREWS O B' O.C. OR FULL FINISH SCHEDULE BOTTLE '' DEPTH MORTAR BED ZSEALED CONCRETE — — -- 7STORAGE 1 RESTROOM WALL TILE PATTERN == VIN ED-. EXTEND TILE BEYOND I 1 S IP I UNE OF CABINETS NO IM 1:24 D113\CH\0VH3H\3t4CME\0j3jQ/C A 1 I1 I - SETTING MATERIAL CERAMIC WALL TILE BLnCK ALL EDGES CEMENTITIOUS TILE BACKER BOARD OR FULL DEPTH uJRTAR BED OVER VAPOR TRASH ICE GREY TILE LINER ACCENT .,ARRIER. INSTALL TILE �RASH PLUMB, SMOOTH AND TRUE _ I E =OSDENIM BLUE TILE LINER ACCENT 1 HR. RATED ASSEMBLYWHERE REQUIRED ` WOOD BOTTOM PLATE —DEPRESS SLAQ 2' FOR CEMENT1T10US TILE BACKER FULL MORTAR ED OR BOARD OR FULL DEPTH SLOPE CONCRETTE 1/4'/FT. MIN. MORTAR BED. INSTALL TILE - I PLUMB, SMOOTH AND TRUE -- QUARRY TILE BASE 3/8•R QUARRY TILE FN 1/4' THICK MAX. SETTIN G I BED, TYP. I SET TILE FLUSH . , . NO.TE& INTREGRAL BASE AT OTHER, THAN W/1/2' H. MAX. RESTROOM TILE INSTALLATIONS SIMIUAR THRESHOLD (TYP.) — 71LEPANY °TTRN 2 T1LE AND BASE AT RESTROOM 3 CERAMIC TILE BA CK1NQ NVSTAL.I,,,AZ10N NO sc" BLK7EMP\CH\o*lNISH\314CTILE\0931401C NO Dn.s/cH/o9F1NIsH/314c7LE/0931402C WERIOR F1%9H SPECIFICATIONS TILE LEQEND FL.00RM SQUARE FOOTAGE - GLAZED WALL TILE — FURNISH ONLY STANDARD GRADE GLAZED WALL TILk MEETING AMERICAN OLEAN MERCHANDISING S CASHIER AREA = TCA/CTI 137.1 AS MANUFACTURED BY DAL-TILE CORPORATION. QUARRY NATURALS SERIES 848 SQ. FT. MA CHEVRON DISCOUNT APPLIES: COOLER = 230 SO. FT. F1 SHADOW FLASH (N56) 13FFICE = 89 SO. FT, SUPPLY 4 1/4 - X 4 1/4 ' GLAZED WALL TILE - FIELD TILE ■ BAY BLUE (051) STORAGE/UTILITY ■ 189 SO, FT. COLOR D-190 ARCTIC WHITE $1.9a/S.F. RESTRO7MS S HALL 181 SO. FT. 4 4 1/4 'x 4 1/4 ' GLAZED WALL TILE ACCENT, COLOR D-1223, I 1/4INI % 4 1/ OI�2.3a/AZEO WALL TILE ACCENT, GROSS TOTAL = 1337 SO. FT. , COLOR D-1276, ICE GREY =3.23/S.F. SUMMITVILLE TILES (ALTERNATE) 3/4 'x On GLAZED TILE BEAD /A-100, COLOR D-1223, BIMINI BLUE :.62/EACH SELECT SERIES 3/4 'x a' GLAZED TILE BEAD /A-100, COLOR D-1276, FUNT GRAY (COLOR/ 82) ' ICE GREY =1.0:5/EACH BASE: SEE FLOOR TILE SPECIFICATIONS. ■ OLDE TOWN SERIES HARBOR BLUE (COLOR/ 74) TILE SETTING MATERIALS ARE TO CONFORM WITH ANSI A105.5 x FOR INSTALLATION OF GLAZED WALL TILE WITH ACRYLIC . v MODIFIED DRY SET MORTAR. ALL ...... .... ... .. IN UEUYOF N►AEk AP IS TO BE MIXED WITH ACRYLIC ADMIX •• • ANSI GROUTING OF GLAZED WALL TILE WITH ACRYLIC MOT IFIED WALL TILE GROUTING S TO CONFORM WITH ANSI FOR • PORTLAND CEMENT GROUT, ALL GROUT IS TO BE MIXED WITH .... .... LIQUID WHICH CONSISTS OF ONE PART CLEW WATER AND ONE PART ACRYLIC MORTAR ADMIX AS RECOMMENDED BY ....• • a MANUFACTURER. COLOR TO BE WHITE NON-SANDED. ' FR .. .. Q FLOOR TILE F'I .•;.'� • 'r FURNISH a"xa'xl/2' QUARRY TILE AS ,��• fl�INEfi� Css� •• .... MANUFACTURED ITY AMERICAN OLEAN CORPORATION. 15• Q� "; ..:. CHEVRON DISCOUNT APPLIES: Ql ARRY NATURALS SERIES, '� •• ••• FIELD COLOR *SHADOW ACCENT COLOR /Q51 'BAY BLUE' LU � N56SHADOW FL SH , •• (NOTE: ACCENT TILE IN SALES AREA 2" - • OLEAN #0-3565 ROUND-TOP COLOR ON5a'S OHADOW FLASH` AT SALES AREA ANDBASE. 5RESTROOMS NOTE: TILE AVAILABLE FROM AMERICAN OLEAN WAREHOUSE ATCHEVRON NATIONAL ACCOUNT PRICE VAR� �h0 ENOWN� ALTERNATES,FLOOR &WALL 11LE MANUFACTURER: SUMMIIVILLE INC, *UM KAlMti Iwo Data 1 KENT 72NO AWIENUE S�� MW FRED W. PROGNER, FACTORY REP. TON 3101 QUIET HILLS DRIVE (�2!} 25t-0222 ESCONDIDO, CA 92029 a (1119) 4a9-5a4o BSE* 6860 PAVERS TO BE SET ON DIMENSIONALLY STABLE CONCRETE SUB- FLOOR TO CONFORM TO ANSI A108.5 WITH ACRYLIC MODIFIED DRY SET MORTAR. ALL DRY SET MORTAR IS TO BE MIXED WITH ACRYLIC ADMIX REMODELED MARKETER BUILDING t; FLOOR 77LE GROUTING IS TO CONFORM WITH ANSI A108.10 W ROUTING OF FLOOR TILE WITH WOOD/STEEL FRAME ACRYLIC MODIFIED chevmn / D POR'TI.AND CEMENT GROUT. ALL GROUT IS TO BE MIXED WITH LIQUID WHICH CONSISTS FOR: DRYSDALE CHEVRON OF�$ OADMIX MOR_ RECOMMENDED ByMANUFACTURER. TARMarketing15670 y S.W. UPPER BOONES FERRY RD GROUT I ERICAI4 OLEAN 'RAVEN' WITH LATE( ADDITIVE TIGARD OREGON Revisions CLEANING PERMIT SUBMITTAL a 14 SCALER 1/4" = 1'-0" DATE, 7 CLEAN TILE SURFACES AS THOROUGHLY AS POSSIBLE ON �e /27/98 15670I-W / COMPLETION OF GROUTING AND REMOVE ALL GROUT IIAzE. DR. CH, MP APP, DBG ACID BASED CLEANERS SPECIFICALLY PROHIBITED. ii� I G70 SW Upper f3oones 17 of 28 RINSE TILEWORK THOROUGHLY WITH CLEAN WATER AND AFTER USING CHEM. CLEANERS. POL.ISN W/ SOFT CLOTH. _ TILE LAYOUT, DETAILS INSTALL At SEAL TILE PER MANUFACTURERS, RECOMMENDATIONS. _�____� AID SPECKATM A07 Jff""��A++1l�rlltt�rttl �Mil 1F THIS DOCUMENT IS LFcS �TlThlllllll-lllllll I�lll I IIIIIII 111i1�1 IIIIIII 11TIT�1 I�I�IIt VIII 1 Illil1l lllillll! lllllllllllll I IIIIIII LFG T B I,F THAN THIS NOTATION, ; I 8 IT JC DUF 'iU flr QUALITY OF IIITII 1l�f�l 11�_._T.1I�1�1 i_111i11 1 1 II-I—II-II IIIi11IIII Illllll I II�I I44�IjI THF ORT G?NAI, DOCIJPFNT. �IIIII�IIIIIIII�IIIIIIIIJJJL9111111111111 �19 IIIfllIIil11111 lllillI�IIII II � gII � III�llllliii► i�liin�llliii�i IIII�IIIIIIII IIIIIIII 911�IInyNoll.�3l6ulsll�nn �n� I_ �a �7 i �iiits c 9Illlllill11 1 lei T II � �IIIIi�llllll�IIIll�lll �Il Psi t -- IDENTIFIGA PION nl 24 sm ACCESSIBILITY NOTES SYMBOL ADA SGN 3" (CA ONLY) 1 WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE WHERE REQ'D.) � GNILM Rg A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 _ 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 1 1/4" TO 1 1/2• 1. LOCATE GRAB BARS ON EACH SIDE OR ONE SIDE AND BACK OF ',FILET, INCHES iN WIDTH. - r'• 2. IDENTIFICATION SYMBOLS ARE TO BE CENTERED ON DOOR 60" ABOVE FLOOR AND 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT WITH A TANK-TYPE 2. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHA ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST. 3'-0" MIN. 1 1/2" MAX• TOILET WHICH OBSTRUCTS PLACEMENT, THE GRAB BAR MAY BE AS HIGH LL AS 36" BARS AT SIDE TO BE 42" LONG WITH FRONT END 24" IN FROM BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED � 3. BOTH TITLE 24 SIGNS AND ADA SIGNS ARE REQUIRED IN CALIFORNIA. TOILET. BARS IN BACK TO BE 36" LONG. DIAMETER OR WIDTH OF GRIPPING FINISH. ADA ROOM - GRADE 2 4. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. �-- � SURFACE IS REQUIRED TO BE 1 1/4" TO 1 1/2", OR SHAPE 15 TO PROVIDE 3. SURFACES WITH A IDENTIFICATION AN EQUIVALENT GRIPPING SURFACE. SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL SIGN BRAILLE 5. LETTERS At NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN., SHALL BE A MIN. OF BE SLIP-RESISTANT. 1/4" THICK SIGNS 5/8" HIGH do SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY . 2. IF GRAB BARS ARE MOUNTED ADJACENT TO WALL THE SPACE BETWEEN \ GRADE 2 BRAILLE. °f WALL AND BAR IS TO BE 1 1/2" 4 SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. LATCH SIDE OF DOOR 6. ADA SIGNAGE PROVIDED BY CUSA. it 3. GRAB BARS SHALL NOT ROTATE. 5. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS 0 B BARS AND ANY SURFACE WHENEVER POSSIBLE, FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF \ 4 ORAABRASIVE ELEMENTS. EDGESAARECTOTHAVE A MINIMUM RADIUS S OFTO THEM CANNOT HAVE Y1/8 ARP IN ETHE DIRECTIONSE AREAS. IOF TRAFFIC FLOWOPENINGS IN �ATINGS SHALL BE LIMITED TO 1/2 INCH 5, GRAB BARS AND MOUNTINGS SHALL WITHSTAND 250 LBS. PROVIDE 2X8 SOLID J 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT BLOCKING IN WALLS O WALL MOUNTED ACCESSORIES (TYP.). I EXCEED 1/2 INCH, WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. 7. FLOOR ON LANDING SHALL NOT BE MORE THAN 1/2" LOWF.R THAN THE THRESHOLD OF THE DOOR WAY. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS, SECTION 3307 CBC. 2 -r_ ---- _-- -------__--__ - _ -- ---- ------- —___ ----.�� 8. ALL ACCESSIBLE ENTRANCE A � A��G�+��! ! �n� S SHALL 8E IDENTIFIED WITH AT LEAST ONE ' TOILET ACCESSORIES STANDARD SIGN AND WITH ADDITIONAL DIRECTIONA' SIGNS, AS REWIRED, ------- VISIBLE FROM APPROACHING PEDESTRIAN WAYS. N SCALE —.—_ 6 NO SCALE — _ _`— - ^— - _ — 9. EVERY REWIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT, DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 INCHES. ALL DOORS SHALL SWING OUTWARD IN THE PATH OF TRAVEL TO EXIT, 10. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REWIRING THE 42" ABILITY TO GRASP THE OPENING HARDWARE. `✓ - 74 36" 11. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN O 12" 10 30 INCHES AND 44 INCHES ABOVE THE FLOOR, 13 12. DOOR HARDWARE SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT 11I 14 13, BATHROOM ACCESSORIES, SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES, ETC., ON OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE. UBC 510(8). • x 6 14. THE TOP OF TH < '� . E ACCESSIBLE WATER CLOSET SEAT SHALL BE WITHIN 17'-19" g g < O � ' 10 Q ABOVE FLOOR. FLUSH VALVES SHALL BE MOUNTED ON THE MOE SIDE OF TOILET AREA AND WITHIN 40" OF THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE i i:� � m0 �I h ® CONTROLS SHALL NOT EXCEED 5 POUNDS, CPC 1502 12 s f•. ' c► °D [I CC 3 15. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL !3E IN INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE 6 SURFACES UNDER LAVATORIES. CPC 1504(8) -- -- _ 16. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING„ OR TWISTING OF THE WRIST. THE FORCE '3 TYPICAL RESTROOM ELEVATION8 / MOUNIINQ HEK�FITS -- - _ REQUIRED TO ACTIVATE THE CONTROLS SHALL NOT EXCEED 5 POUNDS. LEVER- OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. CPC 1504(C) T i RESTROOM EQUIPMENT 0SURFACE MOUNTED BOBRICK B-435009X2 1'-fi" ' " ' " SAN. NAPKIN VENDOR _ 1 -6 1 -6 1'_6" OZ PAPER TOWEL DISPENSER BY SCOTT PAPER I I 20 WASTE RECEPTACLE BOBRICK B-3644 d p i o 0 (SEMI- RECESSED IN WALL) �'- LL: CJ OSOAP DISPENSER BY SCOTT PAPER 36" -' 4O SAN. NAPKIN DISPOSAL_ BOBRICK p-270 - - - v 1 I I O 1 8 COAT HOOK BOBRICK B-233; MOUNT O +48" A.F.F. 42r 12 42"�& I I � I i12 a , TOILET TISSUE SCOTT 9685 OR EQUAL _ I I 6 DISPENSER - j 9 13 1 17 6 � I O SEAT COVER SCOTT 9516 OR EQUAL / I I I g DISPENSER: 130"x48" / I 2a 2 I I " -----�' I I .)0"x48" I"' .. 8O GRAB BARS: BOBRICK SERIFS B-6206, CLR SPACE A'L__ W � _ _ 1 1/2 " DIAM„ 36" & 42" TYP. 14 �; -f- I !•�ME CLR SPACE «�� • to E BRA LkY SERIES 8-12, TYP. «• 11 1 1/2 DIAM., 36" & 42" 1 �+j0 I I I 1 � Oq MIRROR BOBRICK B-290-24x36 - n SURFACE MOUNTED C 1 I •• "' B OW L_J t1 7 "•".^ 10 DIAPER DISPOSAL AMERICAN INFANT CARE PRODUCTS CORPORATION •«�� C "DIAPER DUMPER", SUPPLIED BY OPERATOR ^� URINAL SEE SHEET PDT b I 1 o µ�© PRO 11 F CJ a� 12 rd WATER CLOSET SEE SHEET PD1 I L- BELOW �F, 883 OLAVATORYSEE SHEET POI D _ 14 INFANT CHANCING TABLE AMERICAN INFANT CARE PRODUCTS CORPORATION r _ v� Z � "DIAPER DECK", SUPPLIED BY OPERATOR ACCESSIBILITY ACCESSIBILITY OREGON a, 5 � SIGNAGE Sj 9 W � � GCT Qg E SIGNAGE SEE DETAIL 2 SEE DETAIL 2AR( C- 'um ^Lomwu ANO msm sp[cm-ms. I 0 18215 72ND AVENUE SOUTH '? (425) 251-67?2 3 KENT, WASHINGTON 98032 U C) 0 BCE# 6860 d CID to•n o REMODELED MARKETER BUILDING WOOD/STEF-L. FRAMED Ch mn 0 FOR- DRYSDALE CHEVRON to 11101`9 S-U.14/ e" '5670 S.W. UPPER BOONES FERRY RD 0 15670 SW Upper Boones o 19 of 28 riGARD, OREGON Revisions PERMIT SUBMITTAL -�14 98 S LES 1/4" - 1`-0' DATE, 7/27/98 � ------- -- ---- __. -- --- --- ---- - - A �. ES OOt'viS - ENLARGED FLOOR PLAN URCH, MP APP, DBG ENLARGED RESTROOM! PIAN, ELEVATION/ACCLSSIRII.H Y f'9TF3 AC� twig TF THIS DOCUMFNT IS LFSS TT I II' 111 III 111 III IllI I III III-III LFGTfiLF; THAN THTC NOTAT10Pl, 611111 I I III III 11T ITT Ill 111 111 I 1 Ill Ill 111 III III III.� I I III III ill I 1 111 1�1 1�1 1 1 T11 r11 111 1,1 III IIl III 111 III III III I 1 I _ � l 41 IT TS DUF, TO THF QUALITY OFTHE ORIGINAL UOCUMFNT, IIIIIIIIII�Iillllllllllll IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIIIII ill�ll I IIII�IIII IIIIIII IIIIIIII IIIIIII ` VgItIIlllllll IIII II - L Il �iiFllllllll�lr:llIIIIIIIll11llllTllll1lllltlllll19lLIIIII1IIIIIIIIIIl11111� llfl . I I GRAPHIICS SCHEDULE i (PURCHASED BY CHEVRON, INSTALLED BY IDENTITY SERVICES) i i i i GRAPHICS LEGEND aNOT USED. 2]U 'Coshler": 12" MAGENTA FASCIA W/ PURPLE CASHIER TRIANGLE, MOUNTED TO CEILING. The Filling Station': 21' WHITE PLEX LE -RS W/ 8" x 13' RED ACCENT BAR CENTERED ON SOFT, [:4] NOT USED. D "Thank You, Come Agalni": r,' WHITE VINYL LETTERS, MOUNTED ON INFORMATION TRIANGLE _J t -4) Fal 'Rsetroomi: 5' WHITE VINYL LETTERS APPLIED WITHIN GRAY BAND. Q "Coffee and Snacks': 5" WHITE VINYL LETTERS, APPLIED ONTO FASCIA, FASCIA L - - - - - - - - - - - - - - -- - - — MOUNTED TO CEILING. WALK—IN COOLER -- 6 'Frozen to go': 21" WHITE PLEX LETTERS AND 5" WHITE VINYL LETTERS W/6' x 7' TEAL SSLATLER ABOVE STORAQE/LML(TY ACCENT STRIPE CENTERED OVER ARE/.. COO� STORAX 9 E I DCL-•225 �� BOTTLE NOT USED. I I STORAGE 10 NOT USED. I_ /°\ /\ i\ \ 11 INFORMATION TRIANGLES MOUNTED TO CEILING. ONE IS PUPLE. THE OTHER IS TEAL (PENDING) 7 - — i i iZ 'ATM": 5" WHITE VINYL LETTERS, APPLIED WITHIN THE GRAY ACCENT BAND. DCL-253 - DCL-234 (- �' r• ~� TRASH 13 12' MAGENTA FASCIA I DCL-256 � I 3 -' � � \�i- i� �.__� \� ENCLOSURE r- I I I IHAN MEN i Ow - i 14 "WELCOME TO CHEVRON' : 5' WHITE VINYL LETTERS, MOUNTED ON INFO' !T10N TRIANGLE. I L_ I 2 AREA CASHIER I II II 1 ' AREA II 1 I I 6 13 CEILING MM TO ,� INFORMATION UW S �I I _........__. _. _....__..._........._ DCL-22s �- J TAG 113 yl I 14 5 6 DCL-223 GRAPHICS BY GENERAL ACTOR IF1 DCL-255 DCL-222 (DECALS do SIGNS SUPPLIED BY CHEVRON, INSTALLED BY GENERAL CONTRACTOR) 1 DECAl t FFrFN•n ADA "MEN/WOMEN' Restroom 204 'Employees Only!' 209 "Customer Assistance (ADA) 222 'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" 223 "Emergency Exit, Alarm Will Sound/Not An Entrance 225 Firs Extinguisher (reflective) 253 Emergency Phone Numbers I 254 'Time Lock Safe, Cashier Cannot Open' 255 Height Chart for Doors 255 Push/Pull 258 "Make That Drop" 257 CCTV Decal (Optional) TAG 113 Restroom attention ' u See Sheet A03 for exterior decals. d PAINTING BY GENERAL CONTRACTOR PAINTINQIFGEND reals s�oa PPG NO, O1 OFF-WHITE. WH-740--S UC59606 Q AGATE GRAY. PMS 423C 3752 t�3 LT. GRAY, GY-450 N PAINTING NOTES 1. INTERIOR PAINT TO BE PPG VOC-COMPLIANT ALKYD. •••• x 2. PAINT 'AGATE GRAY #.3752 DOWN TO 24" FROM W-8' CEILING HEIGHT, 7'-6" EI.F.VATIJN ELSFONERE THROUGHOUT INTERIOR. APPLY 1' GRAY STRIPE AT SAME HEIGHT AROUND INTERIOR, USED AS FINISHING STRIPE TO PROVIDE CLEAN PAINT UNE. PAINT OFF-WHITE /UC59806 AT WALLS LIP TO GRAY STRIFE AND AT GYP. BD. CEILINGS, SEE SHEET A05. 3. PAINT RESTROOM DOORS 'AGATE GRAY /3752. BOTH SIDES •••• _ • PAINT INTERIOR OF EMERGENCY EXIT DOOR OFF-WHITE # Mi-740-S t ',•' s e �p PRO 4, Cl) ' 15,863 Z y r�A, ENO P_ ?t� ARS 18216 72NO AVENUE SOUTH K W N 98032 ��28 251-6222 BCE* 6860 REMODELED MARKETER BUILDING 0 WOOD/STEEL FRAMED Chevron FOR: DRYSDALE CHEVRON e Marketing 15670 S.W. UPPER BOONES FERRY RD T1GARD, OREGON PERMIT SUBMITTAL Revisions a 14 98 SCALE: 1/4w m V-0" DATE: 7/27/98 .Q DR. CH. MP APP. DBG F__ 1VTM MAM AIS � tsuN9x-u+ai 6: 15670 SW Upper[3oones PANTING PLAN G01 119 of 28 _� I I --i. �_ �I I i" � � � 1 1 � � � 1 r I 11 1 I I ( � � � � I ,., ..�,:,� ��,�..:..�...w.�...� ..�...._.._.............,_.�. ._...._ IF THIS DOCUMFN'f 1R LESS 1 TIT II I'I 1111 III III I III III (f I II I III III l�f 11II 1jl III 1 l�T ljT III I lel III VIII I III III III I IlT 111 111 T Ill 111 II1�1 I III 111 I�� I III III I II LEGIBLE THAN THIS NOTATION, �__- I .+j7 �_ I I i �� _ yL� 1_I ^I^L—�,^I_I_ {1�jV1 J_ IT TS D�JF TO THF QUALITY OF - - -_ - - —. _-� No.ae THF ORIGINAL DOGUMFNT. 777 �� I��IIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIilllllll IIIIIIIII IIIIIIIII IIIIIIIII Illlllls IIIIIIIII IIIIIII�i IIIIIIIII 111111111 111 IIIIIIIII ILIIIIIIII IeIIIIIIIIIIIIIIIIII;IIIIIII Islll�llli ILIIIIIIiI 1I11�1111 III r.4 EOLPMENT SCHEDULE f m rnK' v cmw 0o1w OTY RA7llfID mom O NQ EI MANLFACrJM 4 SHELVES 24' X FIELD VERIFY LENGTH 1 COFFEE BREWER 1 CURTIS PREFINISHED MELAMINE EDGE BANDED W// HEAVY DUTY 8' KV STANDARDS AND BRACKETS CUR TIS 1 SHELF 24" X FIELD VERIFY LENGTH O 7'-8" AFF O COFFEE AIRPOI:. 6 PREFINISHED MELAMINE EDGE BANDED 24" DEEP H.D. SHELF O 9'-0" AFF PASTRY MERCHANDISER SPARTAN 99342-31 W/ HEAVY DUTY 8' KV STANDARDS AND W/ KV STANDARDS AND BRACKETS ----_ BRACKETS 3 1 �4 NOT USED —' TELEPHONE 2 24 LL 3X4 I ELECT. EQUIP. — 22 - ER d. 151TIME DELAY SAFE 1 TIDEL TACC Ila FI — — i WIRES ELVES DESK SLATWALL CUNT. I(�FFICE 26 25 H.D._ MIRE CDORYZNC RACK EPOS 3 DRESSER-WAYNE PLUS-3 I- I A�� M SINK 21 I i OwArER VER MOP HEATER S-iN18 6-HEAD POST-MIX W/ICE DISPENSER 1 SERVEND MD-302 II � — � � � — II 6 � 7 � 8 � � � 10 Eil _- — PARROT ICE 1 2 3 4 5 �_4- -- \ /i t - — 71r FROZEN BEVERAGE 1 2 HEAD 2403 _4 -4- -4- F121 0-41 PAPER TOWEL rL---�J '� / \ \ 10 CUPS, LIDS do ACCESSORIES UNI T 2 ROYSTON I DISPENSER II � II I I iD ,® SOAP DISPENSER �/ 11 IN-COUNTER TICKET DISPENSER 1 TAKE-A-TICKET 412 I HAND SINK CUPS do UDS VERTICAL a 12 ICE MAKER-- 1 RELOCATE EXISTN _. 13 DISPENSER l � WITH REMOTE C01''JENSER I 7 • TYp, �� ~ `� i � '� ❑ PROVIDED BY II I 23 -� 3 �1 �� \ t3 30" COOLER MERCHANpISER DOORS 10 r pyo C E py��p H SM COUNTER I - I I I \ 1 SIZE P CO2 MANUF. SPECS. 14 L 2 DOOR LOW TEMP. FREEZER 1 HUSSMANN HGL-28S I I I I I - - 11 - 1 7 CASHIER 11 ` ,, 15 FRONT LOADING ATM 1 AREA ( 14 16 FUTURE WATER FILTER SYSTEM PROVIDE VALVE AND LOOP 1 AMERI-PURE FA-2VP-- 6 7 18 �. CO2 REMOTE FILL 17 I 20 � YI NOT USED PER ^I I UNDCANDY ER COUNTERS 19 t® FREE-STANDING GONDOLA PLAN ROYSTON I TYP 7� H 19 15'x39" GONDOLA END UNITS g ROYSTON CASHIER CONTROL PANEL 1 POINT 8 CCP4 UNDER COUNTER EMERGENCY STOP SHUTOFF 21 DESK do FILE CABS - BY OWNER 22 BULK CO2 TANK 1 MVE, INC. 3000 NTH RECESSED FALL BOX 23 MICROWAVE 1 AMANA RFS100 24 PASTRY MERCHANDISER 1 SPARTAN 99342-31 , e 25 BAG-IN-BOX RACK 1 aEo F Q�C3'I-��"1 V fJ�I RORo EMPLOYEE LOCKERS 1 BY OWNER W ` OON y S�INARZ II/IVO ENa%'t'� %*0 RAW"AM DOW cif 18215 72ND AVENUE SDVri Mq425)AO 25NC18032 BCE# 6W EQIAPMEM' PURCHASM LIST EOUFWW PURCHASM LIMT ffm PART NO./ OEI0CR4l1ON GLPPLEH OONTRACTND GTY COST WO PIX AMID W NBTAUM CONTACT PHONE ND f r:m PART N0./DF1ION 8lrmm OON ocT No, Crit ow 8AP• mmmiAsw w mmum w OONTACT PHONE N0. EXTERIOR BUILDING HO (800 ma) SOFFIT LIGHTS LSI 89000042 1 CONTRACTOR CONTRACTOR MAIN CONTACT EXT•-3087 JOHN PAGE LIGHT PACKAGE OASIS - OVERLAPPING _ - r 9 p 3 HVAC PACKAGE UNITS YORK 88000369 I CHEVRON CONTRACTOR MAIN NINTACT FAX0709783YORK 11 IN-COUNTER TICKET DlSF'E1�ISER 412 TAKE-A-TICKET EACH TAMMY DENNIS FA%41 ggg74j415 HVAC -- " CONTRACTOR CONTRACTOR MAIN CONTACT 503-221-5675 15 ATM TERMINAL WITH TOPPER WELLS FARGO 1 ELECTRICAL PANELS PTEL PACKAGE WESCO 77000003 1 78D CONKOHLER FAX 503-221-5653 - ni 800-888-TEAL(8325) 14 TWO DOOR REACH-IN FREEZER HGL2BS HUSSMANN 89000384 1 1076799 MAIN CONTACT: gpp 753-070 UNE CONDITIONER TEAL TEAL ELECTRONICS 88000050 1 1029598 CON?RACTOR CONTRACTOR FAX 819-558-9500 � ONE DOOR ICE MERCHANDISER HGLIBS EACH 1078801 CHEVRON SUPPLIER DAN FARWELL FAX 510-354-350 x 13 WALK-IN COOLER/INSTALLATION CEONI r r�EW K-1�IN, PC R HUSSMANN 88000384 1 CHEVRON CONTRACTOR MAIN CONTACT: 808 -354-3850 0 -- TRIPi.Ir PAN �5. PIC MOTORS - DAN FARWELL FAX 10 — AUTO. SLIDING DOORS W/FIXED -DURAGUDE 2000 SERIES STANLEY 1 CHEVRON CONTRACTOR DAN BIRMINGHAM FAX0208 6882 2 88 — SIDELIGHT AND DBL TRANSOM AUTOMATIC SLIDING DOORS _ _ gg 3 pp y 44 44 CONTRACTOR TIM MALIEPAARD FAX 01 BABY CHANGING TABLE AND DIAPER DECK INFANT CARE No contract 2 OPERATOR OPERATOR ANGIE GREVENS FAX1612�47814317 STOREFRONT SYSTEM PER GLAZING REQMT'S VISTAWALL LOT CHEVRON DIAPER DECK LINERS DIAPER DECK LINERS 800-274-74 8 — AMERICAN No contract 2 OPERATOR OPERATOR ANGIE GREVENS 61 47 'FOOD MART" INDIVIDUALLY MOUNTED CUMMINGS, INC. 77000015 1 SET 1029100 CHEVRON CONTRACTOR FAX 615-255-5867 DIAPER DISPOSAL UNIT DIAPER DUMPER INFANT CARE FAX 12-177&2%7 ILLUMINATED LETTERS _ _ - 44 2�77 QST-1019S QUIKSERV BOM349 1 1029614 CONTRACTOR CONTRACTOR RAY EPPS 71 -48 -62 1 RESTROOM SIGNS AD SQUARE COUCH PHILLIPI 88000051 1 1028847 CHEVRON CONTRACTOR FAX�7145-e2 477 TRANSACTION DRAWER MCE SYSTEMS EACH - FAX 713-482-1938 ADA SIGNS W/ WRITING SHELF QSS-812 — —_ EQUIPMENT NOTES _ - -- ZZ 11_1%_742-'V81 _3�8g11_ �� COMPLETE, ALL INTERIOR CAPITOL LIGHT 8800Q078 1 CONTRACTOR CONTRACTOR PAULA PROTEAU FJ11_ %7gg3913 1. COFFEE BAR do ALL CABINETS SHOWN ARE OF METAL CONSTRUCTION, N.S.F. APPROVED, MOUNTED ON INTERIOR LIGHT PACKAGE Fly.-MOTION SENSORS SUPPLY COMPANY _ METAL LEGS WITH REMOVABLE ACCESS TO FLOOR SINKS. ALL CABINETS ARE BY OTHERS. t 16 FUTURE WATER FILTER FA-2VP-TRIPLE-CS AMERIPURE no contract 1 CONTRACTOR CONTRACTOR DONAL UIRSON FAX171348 2 936 _ -- .-- — Tt�D REMODELED MARKETER BUILDING DOOR LOCKS/DOOR INTERIOR LOCKS, DOOR HARDWARE UNIVERSAL tbd I CONTRACTOR CONTRACTOR FAX TBD HARDWARE PACKAGE HARDWARE _ CABINETS/COFFEE BAR/ ROYSTON 86000071 LOT CHEVRON ROYSTON BILL JAMESON 714-786-4857 Chevron WOOD/STEEL FRAMED ^— GONDOLAS/SLATWALL - — `—_ _-- — -3g - E INTERIOR GRAPHICS AND INTERIOR GRAPHICS AND IDENTITY IDENTITY KEVIN KNIERIM F X 7U - AIN - — - FOR. DRYSDALE CHEVRON N ' MENU BOARD SERVICES 88000073 1 TBD CHEVRON DENNY FINCK A 586-943 _ _ MENU BO .RDS _ SERVICES Marketing 15670 S.W. UPPER BOONE5 FERRY RD LOT _ _ __ TIGARD, OREGON [R�)BENCHAOCKERS/DESK TOP _� _-- -- -- — — ------------ CCP4-01- 3 PRODUCT point Eight Fower 88000021 1 1029497 CHEVRON CONTRACTOR BOB ORCERON $ [2:0] CASHIER CONTROL PANEL FAX 504-394-8686 - Revisions SCALE: 1/4" = 1'-0" DATE: 7/27/98 SEE BUYER'S GUIDE FOR OPTIONS 800-67e-7577 PERMIT SUBMITTAL 8 13 9 DR. CH. MP APP. DBG — FAX 214-416-8324 - TIME DELAY SAFE TIDEL TACC Ila TIDEL- 88000043 1 10298 1 CHEVRON — T1DEL FAX T^ IiUI'y8-U347 --- [7] I5670 SW Upper 13oones PLUS-3 DRESSER WAYNE 77000017 2 PLAN Apia PIIASNG LIST Y01 / EPOS 2U of 28 -- 2 -- 520-749-1340 FflBULX CO2 TANKCARBO CHARGER 300/ MVE, INC. 1 CONTRACTOR CONTRACTOR GARY SEDIVY FAX 520-749-0055 BULX CO2 TANK MOM Amrjmms=sr- T�flllrllllllll `IIIIIII IIII IIIILI� i1�11 I IIIIIII 1111rIT IIIIIIr lull i illll�l IIIIIII IIIIIII VIII I IIIIIII 111111! 1111T�1 l�T�l 1 TjT 11fi t t Illllll Ijlllll IIIIIII III I i -_,_`� ..., .,,. I I Ii I IF THIS DOCUMENTTS- LFSS LEGIBLE THAN THIS NOTATION, 41--_!- I I IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT, -� -- — ---� —_ _- _ _ _ _ - _ "a.3e� O,_:'F_rr 9 9�/l �a � 7 OIb 8r 8�Z L�6 eiG Z�$ td� Tr OZ 8i Bi LT 9i 9i ( >ri I Si I Gi I ti i I S�j lj T�.►n� (IIII IIII�IIII IIII�IIII i�ll�llll IIII�IIII IIII�IIII Ilillllll IIli�llll IIII�IIII IIIIIIIII Ilil�illl IIII�IIII IIII�IIII Iill�llll IIII IIII IIIIIIIII IIII IIII iii ii�l sill IIII Inl illi lii� II�� IIII IIII IIIIIII��I IIII IIII IIII Inl nil lul IIII IIII Ilii IIII IIII IIII IIII Iluluii GENERAL NOTES_ 1. 28 day strength shall conform UBC 1905. Mix performance history shall be Einiah: Shop point after fabrication with an approved primer (see Specifications). SHOP DRAWINGS: based on this project. Galvaniza after fabrication ali miseellonea.s steel specifically called to be galvanized In These General Notes are to be used as a supplement to the Specifications. Any 2. Maximum w/c ratio for air entrained concrete shall be 0.35. plans, specifications or details. The following Shop Drowings/Submittals shall be provided for review and approval by the discrepancies found among the Drawings, the Specifications, these General Notes and the Structural Engineer prior to fabrication or delivery. p discrepancy Water cement ratio calculation shall incluse a maximum of 50� of fly ash if eta! Roof Deck: Shall contain the minimum properties ahaw-• on the Structural site conditions shall be reported to the Architect, who shall correct such discre anc in 3. P N { Drawings and writing. Any work done by the General Contractor after discovery of such discrepancy provided in the mix. Maximum fly ash shall be 100#/yd or 20% of cement Specifications. The roof deck shall be formed steel sheets conforming STRUCTURAL ENGR. BLDG. DEPT. shalt be done at the General Contractor's risk. The Gen.+ral Contractor shall verify and content, whichever is less. to ASTM A-611 or A--653653s., and shall be galvanized per ASTM A A-924, Thr roof deck shall coordinate dimensions among all drawings prior to proceeding with any work or be placed on the supporting framework with a minimum end lap of two inches. �e^ 3 8"0 maximum aggregate. fabrication. The structure has been designed to resist cods ,..��ed vertical and latera 4. 3000 psi at 7 day minimum, / j"ly,tii-Gauge Mntgl Framing: Members shall be of the type, size and gouge as shown on 1. Concrete Mix Designs X X forces after the construction of all structural elements has been completed. Stability of the structure prior to completion is the sole responsibility of the General Contractor. 5. Maximum sand/aggregate ercento e - 40X. All concrete shall contain a mid- the Plana and shall be manufactured by the Angeles Metal Systems, or pre-approved 2. Reinforcing Steel Shop Drowings X X percentage 3. Structural Steel X X This responsibility includes but 13 not limited tc fob site safety; erection means, range water reducing admixture with a dosage high enough to reduce water 10X. equal, in accordance with Metol Stud Manufacturers Association (MSMA) ICBO ER 4943. 9 9 9 9 9 All 16 gouge and heavier galvanized structural members shall be formed from steel that 4. Metal Deck X X methods, and sequences; temporary shoring, formwc;rk, and bracing; use of equipment 5 9 9 5. Li ht-Guo a Metal Framing k X and construction procedure. meets the requirements of ASTM A-653, Quality SQ, Grade 50 Class 1, FY - 50 ksl. 9 9 9 At Contractors option. Contractor may use water reducing agents by Most++r Builders All 18 gouge and lighter galvanized structural members shall be formed from steel that 6. Miscellaneous Steel X X Inc. or W.R. Grace or pre-approved equal. Manufacturer's concrete technician shall meets the requirements of ASTM A-653 Quality SQ Grade 33. FY - 33 ksi. Bridging Construction observation by the Structural Engineer la for general conformance with q � Y � 9 9 assist in determining proportions for admixture systems concrete and shall obtain per manufacturer's requirements shall be In lace prior to placing of an construction design aspects only and is not intended in any way to review the Contractor's P P 9 p lads. All runs shall be rigidly anchored to end wlls. P 9 Y Special Inspection: Special Inspection shall be provided b Gn independent testis construction p,'ocedurea. approval of Architect prior to em lovin this procedure. P P P Y P 9 laboratory per the requirements of UBC Chapter 17 and the local Building Official or Variations to the above mix proportions may be accepted if substantiated in applicable jurisdiction and the Specifications. The Special Inspector shall submit Standards accordance with ACI-89, Chapter 5. Provide submittals a m ) � prior of 114 ea WELDING Inspection reports and a tonal signed report to the Building Official for the following All methods, materials and ,workmanship shall conform to the 1997 Uniform Building to bid for deteirnination of acceptability. items: Code (UBC) as amended ono adopted by the local Building Officio! or applicable Structural Steel: Weld in accordance with "Structural Welding Code" AWS D-1.1. jurisdiction. Place concrete: Per ACI 304 and conform to ACI 605 (305) for Hot Weather Concreting. 1. Soil Bearing See Section below for Cold Weather placement requirements. Use Interior mechanical Reinforcing Steel: Weld In accordance with "Reinforcing Steel Welding Code" AWS D-1.4. 2. Steel Deck Welding (periodic visual Inspection) CONTRACT DRAWINGS/DIME.!SIUNS vibrators with 7000 RPM minimum frequency. Do not over-vibrate. Concrete shall be Weld only with specific approval of the Structural Engineer. In no case will a weld be 3. Structural Steel Welding (periodic visual Inspection) poured monolithically between constructlon or expos.+Ion joints. Protect all freshly placed made within 6 bar diameters of a "cold bend". ArchitecturalDrawings are the prime Contract Drawings. Consultant Drawings by other concrete from premature drying, excessive hot or cold temperature for seven days after disciplines are supplementary to Architectural Drawings. Report dimensional omissions or pouring. Certification: All welding shall be by WABO and AWS certified welders. Welders shall be discrepancies between Architectural Drnwin 4s and Structural, Mechanical, Electrical, or prequalified for each position and weld tyl - Civil Drawings to Architect prior to proceeding with work. Cold Weather Placement: t�nQtQ��` s A Structural Drawings shall be used in conjunction with Architectural Drawings, Primary 1. No concrete shalt be placed on frozen or partially frozen ground. '+awing the Electrodes: 'ase E60 or E70 electrodes. ABBI�Y I STI ON LIST Structural elements are dimensioned on Structural Plans and Details and overall layout ground with heaters Is permissible. Welded CoJ1[+ections Inspection: ADD'L ADDITIONAL 6+43 GYPSUM WALL BOARD of Structural portion of work. Some secondary elements are not dimensioned such as, wall configurations, Including exact door and window locations, alcoves, slab slopes and 2. Concrete mix temperatures shal! be as shown below. Heating of water and/or 1. All welding shall be checked by visual means and by other methods deemed necessary A.B. ANCHOR BOLT HGR HANGER depressions, curbs, etc. Vertical dimensional control, is defined by Architectural wall aggregates may be required to attain these temperatures. by the welding Inspector. sections and building sections. Structural Details show dimensional relationships to L A` "E _ HDR HEADER control dimensions defined by Architectural Drawings. Detailing and Shop Drawing 3. The concrete may require protection for 2-3 days afts. pouring. If temperatures The Standards of Acceptance for welds tested by ultrasonic methods shall conform to ARCH ARCHITECTURAL HT HE16 4T production for Structural elements will require dimensional information contained In bDif'1 remain below freezing, Insulating blanket coverage Is required. .f temperatures are AWS D1.1. -- Architectural and Structural Drawings. below freezing at night and above freezing during the day, kraft paper with • AT HORIZ. HORIZONTAL complete coverage shall be used. All welds found to be defective and repaired shall be reinspected by the some methods BM BEAM INT. INTERIOR originally used, and this reinspection shall be paid for by the contractor. DESIGN CRITERIA 4. No additives containing chlorides shall be used. Use "Pozzutec 20" by Master BRC, BEARING JT JOINT Vertical Loads Builders or pre-approved equal. CARPENTRY -` f3ThP1 BETY'EEN .1ST JOIST Condition of placement and curing Walls do Slabs Footings bgol: Connection designs are based on "Common Wire" nails with the following SLK'G BLOGKINC7 L6R LE06ER DESIGN DEAD PARTITION CONCENTRATED Min. temp. fresh concrete as Above 60 55 properiles: BOT. BOTTOM L.L. LIVE LOAD AREA LOAD LIVE LOAD (2) LOAD LOADS mixed for weather indicated, 0 to 30' F. 65 60 ROOF 10 PSF 25 PSF 1 degrees F. Below 0' F. 70 65 Diameter Length BLDG BUILDING MAX. MAXIMUM Min. temp. freak concrete as placed T. 55 50 Pennyweight (Inches) (inches) B U. BUILT UP M$. MACHINE BOLT (1) Drift load per Structural Engineers Association of Washington Snow Load Manual. Max. allowable gradual drop In temp. throughout 50 40 8d 4.131 2-1/2 G= CAMBER MFR MANUFACTURER (2) Live Loads except snow loads are reduced per UBC Section 1606 or Section 1607. first 24 hours after end of protection. degrees F. 10d 0.148 3 16d 0.162 3-1/2 G.I.P. GA5T IN PLACE HECK MECHANICAL Lateral Forces Non-Shrink G-out: Master Builders "Masterflow 928" orre-a roved equal. Grout shall 20d 0.192 P PP q 4 de- CENTER LINE MEZZ. MEZZANINE conform to CRD-C621 and ASTM C1107 Grade B when tested at a !luld consistency per Lateral forces are transmitted by diaphragm action of roof and floors to shear walls. CRD-C611-85 for 30 minutes. Grout may be placed from a 25 second flow to a stiff GLR CLEAR MIN. MINIMUM Loads ore then transferred to foundation by shear wall action where ultimate packingconsistency. Fill or pock entire space under plates or shapes. No grouting shall For diaphragm er shear wall nailing the following Y P P P P 9 9 fastener types may be used: COL-. COLUMN MlSG. M15GELLANEOl15 displacement is resisted by passive pressure of earth and/or sliding friction. Overturning be done below 40'F. Is resisted by dead load of the structure. Fastener Type Diameter Length Equivalent Spacing GONG. CONCRETE NOM. NOMINAL g•�y Lut Dowel Bar ERo : Master Builders "Paste LPL", or HIM HY-150, or Simpson "Set (Inches) (Inches) CMU CONCRETE MA50NRY UNIT N.S. NEAR SIDE mkd: Epoxy-T'ie" or pre-approved equal. Two part low sag epoxy. Grout may contain quartz 8d Common Wire 0.131 2-1 2 6" 4" 3" P-Ce Cq qs I, Basic Wind Speed - 80 MPH, I = 1.0, Exposure B, Ce per Table 16-G, sand aggrega�:e as proportioned by the manufacturer. Use equipment which will accurately w CONN CONNECTION O.G. ON CENTER Cq per Table 16-H, qs per Table 16-F. Net pressure - P-2/3 (Design Dead Load). mix and dispense the components. Holo shall be dr and cleaned with pressurized air 8d Hot Dipped w w » at prior to Installing rout. The rebar or rod shall clean and Installed slows and Gvly. Box 0,131 2-1/2 6 4 3 CONST. GON3TRUGTION OPN6 OPENING This project is going to be constructed in o commercial neighborhood in Tigard, q P 9 g ► o 8D "Shin Box" 0.10 2-1/2 4-1 2" 3" 2-1/4" Oregon shall be rotated as it is pushed into the hole. Cold weather grouting shall be done with Y 1-7 8• / " " DONT. GONTIP�JOl15 OPP. OPPOSITE This location is surrounded b buildings and trees that cover more than 20X of the proper grout formula. First stages of the grouting operation shall be Inspected by an 12 GA. Staples 0.080 / 6 5-1/2 4 area for more than one milefromthe site. This is the criteria listed in Section 1614 agent as recommended by the Owner. 14 GA. Staples 0.080 1-1/2* 6" 4" 3" GONTR. CONTRACTOR 05B ORIENTED STRAND BOARD of the UBC used to determine if the Exposure B classification can be used for a site. 15 GA Staples 0.072 1-1/2� 5" 3" 2-1/2" D.L. DEAD LOAD fE PLATE Thus, since the proposed site for this project has met these criteria, we believe that Attachment of New Concrete tg_Exjstjng: Where shown, roughen concrete to a minimum *Based on 1/2" Plywood or OSB. Exposure B is the correct classification for this site. amplitude of 1/4" using impact hammer. Remove all loose or damaged concrete, DIA. OR 0 DIAMETER PW. PLYVW?00 1 thoroughly flush all surfaces with potable water, air blast with oil free compressed air to DO DITTO REINF. REINFORCING Seismic: Zone 3 per 1997 UBC. V= 2,5 RCalW remove all water. Prepare concrete and apply bonding agent to all existing surfaces to _Fastener Type Diameter Length receive new concrete per manufacturer recommendations. Equivalent Spacing DBL DOUBLE REGV REQUIRED' V - Base Shear, Z - 0.3, 1 - 1.0, Ca - 0.36, R - 4.5, W - Dead Load of portion of (Inches) (Inches) building, Bonding A eat: "Weld Crete" b Larson Products Corp. or pre-approved equal. Prepare 10d Common Wire 0.148 3 6" 4" 3" D.F. DOUGLAS FIR SHT'6 SHEATHING 9,C, Y P P PP q P surfaces and apply per manufacturer. 10d "Hot Dipped DWL DOh1EL 514T SHEET Pipes, Ducts and Mechanical Equipment Supported or Braced from Structure: Conform Galy. Box" 0.148 3 6" 4" 3" to Sheet Metal Industry Fund do Plumbing and Piping Industry Council inc. publication REINFORCINGEA. EACH S1 1IM. SIMILAR "Guidelines for Seismic Restraints of Mechanical Systema grid Plumbing Piping Systema". 10d "Shin Box" 0.128 3 4-1/2n , 3" 2-1/4" Metal Reinforcement (Concrete): Reinforein shall conform to ASTM A-615, Grade 60 ELEV. ELEVATION 5Q. 5GIUUARE Sprinkler line attachments shall conform to NFPA Pamphlet 13. ----- 9 !' (Grade A 706 for welded bars unless otherwise noted, Grade 40 for bend out bars). Alomd W& EQ. EQUAL STD STANDARD Detail, fabricate and lace per ACI 315 and ACI 318. Splices shall be 24 bar diameters Wood Sheathing (Structural): Sheathing on root surfaces shdl be 5 ply �i�DATiON DESIGN CRITERIA (Refer to geotechnical report by Geotech) " P P Shtithing on floors or walls shall be plywood or Oriented Strand Board. Plywood shall EXIST. EXISTING 5T STEEL or 18 minimum unless othorwise shown. Welded Wire Fabric shall conform to ASTM A-82 be Group 1 or Group 2 species, C-D grade Exposure 1 conforming to PS 1-83. Each Soil Bearing Pressure: 1500 PSF and A-185. Lap one full mesh on sides and ends. Place at mid-depth of slob, or as piece shall bear the grade trademark of the American Plywood Association. Oriented _-EXT• EXTERIOR STIFF. STIFFENER Active Pressure - Restrained: 50 PCF (Assumed) shown. Strand Board (OSB) shall be "Sturdi-Wood" by Pelican Spruce Mills, Ltd. Each panel EXP. EXPANSION TtG TONGUE AND GROOVE Active Pressure - Unrestrained: 35 PCF (Assumed) Concrete Cover: shall be classified as Exposure 1 and shall bear the grade trademark of the American -- Passive Resistance: 200 PCF (Assumed) Plywood Association (APA). Roof sheathing shall have a span rating of 48/24. Wall FT6 FOOTING TRT'D TREATED Coefficient of Friction: .35 (Assumed) Provide Concrete Cover over reinforcement as follows: sheathing shall have a span rating of 32/16. All shear walls shall be blocked at all FON FOUNDATION T.S. TUBE STEEL $1/3 Increase allowed for seismic or wind loading panel edges unless otherwise noted. -- All footings shall bear on firm, undisturbed earth or "Structural Backfill". Natural earth Concrete poured directly on earth 3" F.S. FAR SIDE TYP. TYPICAL bearing shall be surface compacted. Arens over-excavated shall be backfilled with loon Concrete poured against forms and due-Laminated Membero: Conform to /I,NSI/AiTC A190.1. Members shall be FRM'6 FRAMING U.N.O. UNLESS NOTED OTHERWISE concrete f c= g combination 24F-V4 Douglas Fir for simple spans (24F-V8 Douglas Fir for cantilevered ( 2000 ISI) or "Structural Backfill". Areas designated "Structural Backfill" exposed to weather or earth 6ALV. GALVANIZED VERT. VERTICAL P X16 do Larger Bars 2 spans) with exterior glue. Architectural Appearance Grade where exposed to view; shall be filled with approved well-graded bankrun material. Maximum size of rock 4". X15 do Smaller Bars 1-1/2" Industrial Appearance where not exposed to view. All members to have AiTC or 6A. 6AL16E IHT ImV.16HT Frozen soil, organic material and deleterious matter not allowed. Compact to at least 95 Surface not exposed directly to APA-EWS stamp. Camber as shown on Structural Drawings. X of its maximum density as determined by ASTM D-1557. Contractor shall exercise weather or earth Walls 3/4" C7 L. 6LU-LAM H.A.F. hELOED WIRE FABRIC, extreme care during excavation to avoid damage to buried lines, tanks, and other concealed Items. Upon discovery, do not proceed with work until receiving written Columns 1-1/2" Framin Q Lumber GR GRADE Y'1/ WITH instructions from Architect. A competent representative of the Owner shall inspect all Standards: Conform to West Coast Lumber Inspection Bureau (WCLIB), or Western footing excavations for suitability of bearing surfaces prior to placement of reinforcingtrademark.S EL Wood Products Association (WWPA). Each piece shall bear the WCUB or WWPA grade •" tradk. • steel. Provide drainage and dewatering around all work to avoid water-softened footings. Detailing, Fgbrigatlgt aF, nd r�j ; ",jg� Conform to the RISC Manual of Steel Construction", •�•�• :7o Free Draining (backfill Mgt2rinl for Retaining & Bgsemant Walls: Percentages by Weight 9th Edition. SSegles and Grade (Base Design Value) 1. Beams and Headers: "Doug Fir-Larch" No. i (fb-1350 PSi, fv-85 PSI •• Go Ede Flange Sections: ASTM A-572 (fy - 50 ksi) 2. Joists and Purlins:"Doug Fir-Larch" No. 2 (fb-875, fv-95 PSI) or "Hem-Fir" No. 1 .":", .... Passing 4" Square Opening 10076 (fb-950, fv-75 PSI) •' '••••• Passing 1/4 Square Opening 2576 - 7074 Other Shapes and Piates: ASTM A-36 (fy - 36 ksi) 3, Poets and Columna: "Doug Fir-Larch" No. 1 (fc-1000 PSI) • Passing No. 200 Sieve 5.OX max. " " ••••• ••,••; 4. Exterior Stud and Interior Bearing Walla: Doug Fir-Larch No. 2 (fb- 875 PSI, ...... Structural Steel Pipes: ASTM A-53 (fy-35 ksi). fc-1300 PSI) or "Hem-Fir" No. 1 (fb-950 PSI, fc-1300 PSI) ••••• • Dust Ratio - X Passing U.S. No. 200 S1eya - 2/3 max. .... X Passing U.S. No. 40 Sieve 5. Interior Non-Bearing Stud Walls: "Doug Fir-Larch" No. 2 (fb-875 PSI, fc-1300 PSI) •••••• • Steel Structural Tub na: ASTM A-500, Grade B, (fy-46 ksi). or "Hem-Fir" No. 2 (fb- 850 PSI, fc- 1250 PSI) ••�� Sand Equivalent: 60 min. •�• " �a_ghine Bolts .(diL�: ASTM A-307. 6. The Minimum Grade of All Other Structural Framing: "Doug Fir-Larch" No. 2 (fb- That portion of the material retained on a 1/4" square opening shatl contain not more " � •, than 0.20 percent by weight of wood waste. 875 PSI, tc=1300 PSI), or "Hem-Fir" No. 2 (fb- 850 PSI, fc-1250 PSI). I Anchor Bolts (A.B.)): ASTM A-307, Grade C. 7. Utility & Standard Grades Not Permitted CONCREIL Strength Hi h q . Bolts: Shall be LeJeune Tension Control Bolt, Nut and Washer Assembly by General ReauireMents: Provide minimum nailing per 1997 UBC Table 23-I-Q or more, Concrete: Shall be made with Portland Cement ASTM C-150 Type II or Type I, coarse "Le Jeune Bolt Company" ASTM A-325(X) high strength bolts with threads excluded from as otherwise shown. Pressure treat all wood in contact with concrete or masonry. Holes ! and fine aggregate ASTM C-33, water clean and potable, and shall be ready-mixed per shear plane. All high strength bolts shall be installed with hardened washers conforming and cuts In 3x or 4x plates should be treated with Cuprinol #10. Provide cut washers I ASTM C-94 unless otherwise approved. Add to all concrete exposed to weather an air to ASTM F-436 and nuts conforming to ASTM A-563. Friction type bolts (A-•325-SC) where bolt heads, nuts and log screw heads bear on wood. Do not notch or drill entraining agent to attain 5X entrained air, by volume, conforming to ASTM shall be installed per paragraph 8(d) and all bearing type bolts shall be Installed per structural members, except as allowed by UBC Sections 2326.11.9 and 2326.11.10 or as C-260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any paragraph 8(c) of the Specifications for Structural Joints Using ASTM A-325 or A-490 approved prior to installation. Provide lead holes. i concrete. Bolts (1985), as approved by the Research Council on Structural Connections of the Ergm!ng_Connectors: Shall have ICBO approval and be manufactured by Simpson Remodeled Marketer Building Engineering Foundation and endorsed by the American Institute of Steel Construction. Company, Son Leandro, CA., or pre-approved equal. Provlde maximum size and quantity 9 oX. ump Min. Cement of nails or bolts per manufacturer, except as noted otherwise. Design Max. w/c Inches) Sacks Yard E oxy �uted_Anchors: "All-Thread" - ASTM A-36 (fy - 36 ksi) n ChevmnFWood/Steel Framed 9 Ratio (3) w Water F f c (psi) w/Water r w PRE-APPROVED SUB TITUTiONS Item (P ) (non-air Basic w/Water Boslc w/Water Reducer EXR,Gn>tl9n Ang rs: KwlkBolt by HILTI, Inc., or Power-Bolt by Powers/Rawl Fastening, .� or. Dry3dole Chevron (1) entrained) Mix Reducer Mix Reducer & 100N Inc., or pre-approved equal. Embed bolt into concrete or masonry 7 diameters minimum, Substitutions may be allowed only If they meet the requirements of these General Notes Marketing 15670 S.W, pp y except as 'shown. � Upper Gooses Ferry Rd. FlAsh P and the Specifications, and If complete written engineering data for each condition Footin s 3,000 0.58 5 8 5-1 2 5 4-1 2 er » w w " required for this project Is provided to the Structural Engineer ten days prior to bid Tigard, Oregon g PowdActuated Fasteners: X-ZF Pins by HILTI, Inc. or 8 MM Drive Pins by date and approved in written addenda by the Architect. Data Is to Indicate code basis Stem Walls 4,000 0.44 4 8 6 5-1 2 5 Powers/Rawl, or pre-approved equal. by year, authority for stresses and stress Increases, If any, and amount of expected r + Approval SCALE, 1/8"=1'-0" DATE, 5/29/98 Retaining Walla 4,000 0.44 4 8 6 5-1 2 5 deflection for flexural members under (1) total load and (2) live load only. All increased Permit Submittal Slabs & Walls 4,000 0.44 4 8 6 5-1 2 5 costs in mechanical, sprinkler, electrical or general installation and any architectural or DR, NE CH. APP. 98474 All Concrete 2,500 0.58 4 8 5 4-1 2 4 Stubs: Erlco type HA or SC studs by Erlco Products, Inc. or pre-approved equal. structural redesign resulting from substitution shall be borne by the General Contractor. sl9 pN Ft-60,000 PSI minimum. -- s/>144Z 1111 ' S4 1567 S 15670 SW Upper f3oones ^, S I of 28 '�1 � �I � l � t � � i �� i � ► � � � il � � � � I � Ill � i � i IF THIS DOCUMF?NT 1S LESS t t I I I l l I I I F I I I I III 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 T 1 1 I i I I i ( i I f I l l l l l l l l l l l l l l l l f 1 1 1 I f i 1 1 T 1 T 1 1 T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1Iasi LFG1[iLR THAN THIS NOTATION, A Q � �}•,, �� ry IT 1`; DUR TO THF QUALITY OF U IIIJJJ J THF ORIGINAL DOCUMENT, is 8L9L 11T HT GL G 1L �IO�L 61 81 Lt 91 9�1 61 61 C,�1 I 11 1 �6 L 9 I Q �f�I � 6 VIII IIID►iITI�i►►T►I�iIII IIiI�iIII IiIi�iiIII�1IIIIII��il. ��►I�I�► �i �� .I IIII IIitiNllllllllllll IIII► I iIII�iIII lillll�lllllliilllllllllil iIIIIIIII Illlllllllllllilll ' II iI I Illlllill IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII Illlllll��lllllllllllllllllllllill IIIIIIIII IIID NII 1 -- EXISTING 3" METAL PANEL WALL ON 18" OR 12' FOOTING - IW-)TALL - -- 20'-60 112" SHEATHIN6 TO EXTERIOR FACE b 5 - ANCHOR W/ 08 SCREP6 • b" O.G. 53 ga AT PANEL ED6E5 AND 08 SGREW5 • 12' O.G. EA. WAY IN THE FIELD I L — —J -,- Al \ \ I EXISTING all GMU L _ _. ---" __ NQTESs I. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWIN65. _— EXISTINb 4 b x 20 6A. STUDS • !b O.G. W/ /�'1�+ I 2. INDIGA1`E5 TUBE STEEL COLUMN OR161NATIN6 AT FOUNDATION LEVEL. � vj 5LA5 ON &RADE —J 1/2" 5HEATHIN6 - ANCHOR W/ 08 3. ) �i INDICATES 20 GA. x b' METAL STUDS • Ib" O G. � AND 08 • 12' O.G. AT IPANTERMEDINEL D ATE I Ff2AMING 4. AT ALL EXTERIOR WALLS PROVIDE 1/2 SHEATHING. BLOCK ALL PANEL E06ES. ANCHOR WITH 08 SCREWS AT SPAGIN6 NOTED. I \ I TNO I � b �� b IA,� 4" SLAB ON &RAVEYy/ 961 *4 • 14. O.G. EA. WAY10 — �jX i +3'\b 10 x 20 6A. STUDS • 160 O.G. PV h� 3" 1/2' SHEATHINGS - ANCHOR PV 08 SGRIHS • 3" OCG. AT PANEL EL-16M C-OL• COL. AND 08 • 12' O.C. AT INTERMEDIATE FRAMING Iq'-QIP' 31-6" FOI)INDATION PLAN 1 1/40•1'-00 SZ f 54 �--3/4" TS 6 PLYWOOD - NAIL YV 8d I • b" O.G. AT SUPPORTED PANEL SIMPSON U66 16 IM EDGES AND 8d • 10" O.G. AT 15 INTERMEDIATE FRAMING m 20 GA. TYPE "N' METAL DEGK -_ EXISTING 6 CMU b 9 II IM. I I —_ x8 " O. SIMP��ON 066 54 I EXIST. Wbxq _ IST. b B B 8.5 EXIST. b B 0.5 I N -0 \ 54 • 54 11 IM54 g4 .... ••.rr 12 L • • .. EXIST. W6xq _ EXIST. 6 B 8.5 • EXI . 6 15 Gbx8.2 54 .• •• ,4 05 EXIST. b B 8f b WIOx12 •••• G6x8.2 •••••• • x SI L 128 �+ Ty 6 5 x8 • 4" O.94 — I® 6x8 93,4 54 MGI 30.q Vk,-12x30.q Remodeled Marketer Building EXISTING TE-XISTIN6Wood/Steel Framed — 51M 3 G6x8.2 51MP50N U66 66xl5.3 5 Chevron 51MP50N U66- For: Drysdale Chevron Marketing 15670 S.W, Upper Boones Furry Rd. Tigard, Oregon ~ ROOF FRAMING PLANr2A roval�j� Permit 5ubmitM! SCALE: 1/8"=1'-0" DATE: 5/29/98 1/4'a1'-0' S2 DR. MCS CH. APP. 98474 -�1� 1301'98-U34/ ��; -- — -- 9e 7 15G �28 O ' S W Upper Hoones 11) ^. S2 Ir' THIS DOCUMENT IS LESS Til l l l l l I l l l l i 111 i I l f I I I I I I T f T 111111-1111111,;j 1 1 1 1 1 111 I I I I I I I I ( I I I III Ill I T 1 1 1 1 T 1 r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 rT'TI � I � I ISI I � I I l � I111Ill lli ISI I � I ! I I � l � lll � l'� 111 ISI I I I � IiI j LEGIBLE THAN THIS NOTATION, IT IS DUF TO THE QUALITY TY OF -- THE ORIGINAL DOCUMENT. -____ _ -- _ #U9 7 71 R 8Z I 8�L L��S 9L I Z �sL R�c L tlG _ O>L I /Ow 61 �111111 t Lt 9T 91 6t Rt Gt it t Q I L 9 9 7• S L ton► NII IIII�III�INIIIIIIIIII�IIIIIIIII�IIII I�I► Illl�lillillll�lllllllll�illl 1111) I II I I illllllil,llil illyIIIL � f I IIIIIIII (IIIIIIII II IIIIIIIIIIIIIIII I Illilllll (IIIIIIII IIIIIIII (IIIIIIII IIII�III�IIIII IIIIINII t' I. 04 • 14" O.G.--DRILL 6'x20 6A STUD 5' INTO EXISTING a _ EPDXY GROUT" • 16. O.C: r -- 66x20 6A STUD • 16" O.G --20 GA STUD • 16 O.C. I/2" SHT ® .B 'G - --- --112" A . • 48" O 16 CSA TRACK 08 SGREW .G.- 'G�--- �" , 1/2' SHT'6 -- --3XIST�L • b' 0.C:__ -20 GA 5TUD • 160 O.G. 1/2' SHTe8 SCREW P 1/2" SHEATHING -�_- MBE - I6 GA TRACK • 3" O.G. CONT. 16GAxq"� �- 1/2'0 DRILLED-IN CONT. L3x3xl66A 1/2"0 DRILLED-IN N8 5CREW I 04 • 14" O.G.-DRILL 5" INTO EXIST. 04 • 14. O.G. EA. WAY 08 SCREW ANCHOR • 484 ANCHOR • 48' O.C. • 6' Oz,..Oz,. / BLAB 4 EPDXY GROUT • 6' D.G. `��__ O.G.-DRILL IN ED 5" FIN15H -FINISH FINISH ---- ---_ 5' t EPDXY GRAVE ' GRADE #8 SGIREW • 6' O.G. 16 GA TRACK - (2) 04 ---- -L 4 • 14" O.G. �r___ 04 GOVT. I/2'0 DRILLED-IN • -_—_ I16 GLR J 2 / J 2 I/2 • A$. EQUALLY SPACED ANCHOR • 48' - I __� - 1 � O.G.-DRILL IN L �, S' ! EPDXY 2 —EXISTING 12' ly - - -� 6�ROUT m ( ) M5 WIDE FT& m -(2) *5 SECTION SECTION � SECTION 3 SECTION 4 NO SCALE Sa SECTION 5 SECTION b NO SCALE 5S NO SCALE 59 NO SCALE NO SCALE 5S NO SCALE 5r3 METAL DECK I/2'0 FUDDLE WELD EDGE FORM - • EA. FLUTE EXI5TIN6 CMU ----•----• -- •---- •-------• ---- ��• 5/800 HILTI HIT HY150 20GA TYPE COL" DRILLED-IN ANCHOR 1/2' 5MATHING J/Ib �" W8x18 YO ►„V SCREED! ATTACH W/ e8 SCREW • 3' O.G. • METAL DECK GOVT. L4x4xl/4 PANEL EDGES 4 08 • 12' O.G. W/ GONG. TOPPiN6 W/ 3/4"0 EXPAN51 r_1/4 TUBE • Z4' O.G. • INTERMEDIATE FRAMING 5W TOTAL ANCHOR • 32' O. . EXISTINGTHICKNESS SSL _ '-II" W/ (2) " 3/Ib S-EMBED ?fE 5/8x4xO'-II" W/ (2) 5/4"0 SHRINK GROUT ® FINISH gx 1TEM y L { NON314" EXPANSION D 7" -` - __ _. T.S. 3x3x3A6 GRADE- NON-SHRINK 2OGAX6" STUDS �� 1 1 it 1/2xIOX0'-10" -- in - (3) *4 EA. WAY ® W/ (4) 3/4'0 A.B.'S EMBED 7" 3'-0" SQUARE L_ SIMPSON 5/HD6 SIMP SON 5/408 3/40 NON-5F*?INK GROUT L/ 7/8"0 AB.-EMBED 18" / '1/8"0 A.B.-EMBED 18" TYPICAL ry SECTION SECTION a PLAN DETAIL q�, �,,� ,� W,,� NO SCALE PLAN DETAIL 10 �. Sa No SCALEsa ------(2) 03 TIES --'_20.1V PIER 4 W7 VERT. 03 TIES • 12" O.G. SECTION 11 3/49=11-09 •+. Lp r••••• 0000 0000•• •• + 0000 0000• 0000•• 0000 •0004• • I Remodeled Marketer Building W Chewmnood/Steel Framed_ _ r or: Drysdale Chevron Marketing 15670 S.W. Upper Boones Ferry Rd. r Tigard, Oregon Approval .� Permit Submittal SCALE, 1"=1'-0" DATE, 5/29/98 i DR, NE CH. APP, 48474 li U Ny8-034 7 15670 SW Upper Booties '+ 13 of 28 to R. �� S3 x, IF '1'H1S DOCUMRN'1' JS USS � ll( 111 ill tll III 111 I I Ili I III I I I III III 11T rJ� IIIII £IIlI�IH��£llLllll�liIlLIIA iI IlIli�ili�l IIIII1 II£II IIIIIIIIII IlllIllllti jit IIIillIliIlI I_lIl-r II'I I1 I^ bUFTO THF QUALITY OF II'1�111 II�l�ll l�l_i1li1l1 11lI6II I IIl lIiI llIlI�llllllllIl�lIllI lIlII lLlI l�llIllIlIllIIll_Il—lI ll_lIlIlI lli lIl81FGIBLF fNAN T}iJs NOTATION, 4� 6 THF ORIGINAL DUCUMRNf. lIlIlll I'III�II I1I1II��II1 1II1I�I�I1I1II>I�I>III1II 1I ITI1�I1I1II1II1I1II�I1 I�IIi III III IIIll IIll r)wI.IIa eI1II1II III II— Lz 9 t 6 II L—IItI„1II�-%l LLGL�Ot 9t� t £t Gt SIIIillllilllllljIlBiIIIIIIIL II1III8ILI � f r IIII IIIIIIIII IIIIIIIII IIIIIIIII 4 i FOR DETAILS 4 GALLOUTS IN 4 FACE OF FOUNDATION - 4"x20 6A STUD EA. SIDE OF MG12x .G COMMON SEE 20 6A TRACK i � OF BEAM t • Ib" O . I - --20 6A. TRACK `�� 20 &N. TRAGIC --_ -� - 5" VERIFY 4"x20 6A METAL STUD • 16" O.G. EXI5TIN6 METAL DECK. I EXI5TIN6 DECKING 20 6A. TRACK /I"` --.-�� N8 5GREW (2) 08 SCREWS • VERTICAL - -- (2) 08 SCREW5 • b O.G. /METAL DECK SURFACEEXI " 20 6A BLOCKING 09 SCREW • 3' O.G. _ CONT 146h x 3 x 3 ------` EXISTING Cb METAL DECK mac-- ------- > Q8 REW • b" O.G. --- ----- - .._. _—_- -- - - - _ -- ---- SC - - 20 6A. BLOCKING i 20 6A TRACK DEMO EXISTING 3' METAL DECK 20 6A. x b" STUDS �- EXI5TIN6 DECKING Ib 6A x b" x I'-2" PLATE L4x3x3n6 LLH • Ib' O.G. 20 6A. TRACK------ L4) EA. STUD SPACE PV 5/800 HOLE • Ib' O.G. - 08 5GREP6 INTO NOTEo • SIM WELD TOP TRACK TO EXISTING G6X 1/2' SHEATHING -�-- EXISTING 3' PANEL OGKIN6 / - -�- 12 MG12x30.4 / 3nb 2- / EXI5TI146 3' PANEL I/2" SHEATHING (4) 09 SCREWS --` � I 09 SCREW • 3" OL. I IN5TAU PRIOR TO �� / 1/8 2' Its EXISTING 3/16 2-12 EA. STUD 1/9 5" �{ COLUMNS � 1/2" 5HEATHIN6 I DEMO EXISTING - 20 6A. TRACK COUJP1W ` Y L ` (2) 4'x206A. STUDS SECTION 1 SECTION 2 SECTION 3 4 , BRACE • 4'-0" D.G. I'e 1'-O" 54 I'=I'-O" 54 loci'-0" + 1 (2) w9 SGRE45 SHORE EXI5TIN6 WIOx22 BEAM IEI/4x3xO'-1Vs' 3nb 3' L3x3x3/8xl'-O" W/ (3) A325-x BOLTS L4x4x3/8x0'-6' / --MCI2x 1EI/2x3Vsx0-q Gbx9.2- 1/2 3nb (2) 1/2'm ERECTION BOLT 20 6A. TRACK --- • 3" O.G. EX15TING G6x8,2 SHORE EXISTING 4" WIOx22 3/I6 1 " T.S. COL SECTION 4 T.5 5x3 I"■1`-0" 54 SECTION 5 PLAN DETAIL 6 SECTION I•.I'-O• 54 I"=1'-0" 54 I"■I'-0" 54 /� ---STEEL BEAM 3/16 EXI5TING 1 STEEL BEAM y, " ---E.-X IST1 NG, BEAM I• , I Vs" 3/16 (2) 5/400 MB. ,�• Gbx9.2 EXTEND 3 L3x5xl/4xO'-3" + . Ie I/2x5 PFU0'1/!DE STEEL SHIM i i m I/2' RI/2x4xO'-b" + _IVs" I HERE R!'MIRED + PAST COLUMN Q�. " 3/16 It I PV b I� 1/4' x4' PV }� 1/40 PV,�• � - T.S. COL. " " (2) /"4"N A325--X BOLTS' T S. COL---_,.., T.S. COL- (2) 3/4 m A325-X BOLT'S (2) 3/4 • A325-X BOLTS I IVs 3n6 V 3n6 V 3Au TYP_ STEEL BEAM ONE SIDE TO CQ }A"M GONNEGTION rmlcA- BEAM TO BEAM GONWEGTION TYPICAL BEAM TO BEAM C912UMC" J ION TYPICAL BEAM TO T.S. CONNECTION TYPICAL BEAM TO T5. CONNECTION SECTION. 9 SECTION 9 SECTION ID SECTION II SECTION I� SECTION 13 SECTION 14 in s I'-O" 54 IN = 10-0" X74 I" I'-O' S4 I" I'-0" 54 Is = I'-0" 54 IN * I'-O" 54 Isar 1'-0" 54 • r SIMPSON A34 • 24" O.C. � '•: .• ••••' 00, r •• 2x BLOCKING •.: •' . : •. •• 3/16 178cf • 16" O.G. 0000 •••••• •s.se• • ---T.S. COL BELOW •ss• -- SHORE EXISTING Cbx8.2 /- 2x0 ----� .; GUT END OF EXIST. 12819 •' • EXISTING 12BIq nb —Ie3/Ibx5kix0'-'I" SIMPSON H25 EVERY OTHER JOIST PV (2) 3/4"4) M.B.'9 I ' `,-(2) 3/4'4) M.13 • b" D.G. • 4" O.G. - 31*" FROM BOTTOM OF (2) 2xa'� ---I�3n6xq EA. SIDE 3n6 V T.5.300/16 I@5/8x5�xO'-q" SIMPSON L10 -_ _—T.5.300/16 3/16 EA. SIDE -��__. 4x9 - b (?� 2x8 - TYP n _- 3n6 EXISTING, METAL DECK 4" wIE 1/4 - nb -�� __ r _ Remodeled Marketer Building Ie,l/2x411ixO'-6" _ ----- EXIST. BEAM Wood/Steel Framed - -- - — - BELOW _ chevmn V � For: Drysdale Chevron � EXISTING REAM \ EXISTING METAL DECK 3/16 Marketing 15670 SA Upper Boones Ferry Rd. � Ti ard, Ore on- EXISTING BE�*�1 I�I/1x4x0-4" 9 9 SECTION !s SECTION Ib PLAN DETAIL I, SECTION ,B permit Submittal Aroyal SCALES 11/8"=V-0" DATE1 8/14/96DR. CH. APP, 98474 . „ 54 I• : I -0" c in If-On 54 I = if-ON 54 r /14/98 lit;P98-0347 , 411. 15670 5W I leper Boone` � x S4 24 of 28 IF THIS DOCUMFNT IS LFSS Tpj 11f -111 III III III II} I I lil III III I VIII III Iii 1�, III III 111 I 1111 III 111 III III III III I I III III III I III I�t ISI > > >� . 1�1 111 til III 111 1111111 III III III 1 Iwoo, LEGIBLE THAN THIS NOTATION, —� — I I I� J� I �� I I 6I—, I I ,'I �U I IT S TO T QUALITY TY OF I ORIGINAL THE 1 No. 01�-- ` I /" {'}{F. ORT G 1 NP.I. DOCUMF,NT. —__ _ ___. _� __ -- — _— -- -- _ -- 9u° `til II�Z 0Z8II5111M IIIIII 1111 IIIIIIIII IIIIII III i Illllllll lllllllllllllllllllllllllllll llll�llil IIIlIIIII �� I I I ' �' III IIII�IIII IIII I �� I II��II►� iuuiui uii�iiu ini�ini I n� u 1 �nu nll�u� ,ln�iui iii iluill TOP OF FOOTING TOP OF FOOTING ELEV. = 98.5' ELEV. = 98.5' (2' 1 "0 CONDUIT FOR ELEC 3"0 DOWNSPOUT CONNECTION EXIT COLUMN 9" BELOW TOP OE ISLAND ENTER COLUMN 6" ABOVE FOOTING ( - - - - - _ - �! - - - - - -] TO CENTER OF DOWNSPOUT - - - - -- _ � ^� ST � C -7NOTES.4- 1 . CODE U . B.C . - - 94 2 . ROOF SNOW LOAD – — 25 P.S. 3. WIND - –80 M . P. H . , EXPOSUR__ C 1 � , ! 4. SE ISVIC -- - 3 �7" 7„ ��I ��I 5. ASSUMED— MIN . SOIL CAPAC'TY 1000 PSF, OWNER VERIFY 7 7 6. CONCRETE STRENGTH! TOR F0OTINGS - - f'c = 2500 PSI 7 . REINFORCING STEEL - - ASTM A615, GRADE 60, FY= 60KSI 1 ` � 8. HOT DOLLED STEEL S''APES & PLATE - --ASTM A36, F Y 36KSI 9 . STRUCTURAL TUBING— —ASTtil A500 GRADE B, F-y= 46KSi I; 10. ALL STRUCTURAL STEE'_. TC BE SHOP PRIME PAINTED 11 . COLE; ROLLED STEE'_ SHEET, GALVANIZED- -ASTM A446, GRADE C, FY= 49KS1 12 . ANCHOR BOLTS -- -ASTM A36, '7y = 36 KSI I , 13. WELDS- - E70 ELECTRODES —ALL WELDS B 'r' CERTIFIED WELDERS -- U-) I 14. BOLT'- - -ASTM A307 UNLESS NOTED. 15. CONTRACTOR TO VERITY AND CONFIRM ALL DIMENSIONS AND \ CONDITIONS AND N'DTIrY ENGINEER OF ANY DISCREPANCIES PRIOR a TO START OF WOR ALL WORK TO BE IN ACCORDANCE WITH ALL APP!'CABLE CODES AND STANDARDS. TOP OF FOOTING TOP OF FOOTING 16. NO FIELD WELDS RECIJIRED ELEV. = 98.5' ELEV. = 98.5' I TpP pF P -!SLAND ( 1 EL, 1/ER:=`' j TOP OF - ISLAND lI —? E L. 100.00' I -- I� I I — — -_�- _--- _� --_._._ - _ _— —.- ----- _— ----------- ---- -- ---- — ----- - -- -- - , - - -�—_ _.rte Z a • e I d e , 11 I (n • 1• G 7" 7" 3 0 DOWNSPOUT CONNECTION is 01 • a .r I o EXIT COLUMN 9" T ' 7--* 3 a BELOW TOP OF ISLAND i ' �? � • ° " "!T5 10 x 101 " "� •\ GROUT AFTER z � TO CENTER OF DOWNSPOUT , I • .� COLUMN ERECTION o I 3 o 1/4 d BY GEN. CONTR w U Aa a . 41 I NATURAL SOIL, z FROST LINE OR 90% a. COMPACTED FILL I I TOP ALL FOOTING r—n7 W i ---- -- — -- — — — — --- — ---------- ----- -- Z5 0►�_— -- — -- ; ,EL. . 98.5' I a I -- I ! I I x I T=. 1 m BASE PLATE �; I w Q t 11/4" x IS" x I'4o" w � I Q 1 I/8"0 THREADED ROD rY � ASTM A36, F�= 36 ks i � '-- � W/PL 4" x 1/2" x 0'-4" --r- - - i a (T - I • I FURN6 4ED AND I � FOUNDATION PLAN I IN5T. BY G.C. CF SCALE: 112" = I'-0" �I I l3/'4's EA.FACE w/ ( d f I "� �' Q I BY G.C. ! '3 TIES 9 12'O.C. —_ 4 TIES e IZ°oC. BY_G.C. I Y G.C. ! �. j .«..«. .... i I L—J0 0 0.. i 1 I � SOUARE FODiTNG SM FQ0}�ma�y flAN ••'• • 3 POUR ALL FOOTINfsS • f ------ — AGAINST X15TURSED &0"L_ .I .:. 3'-6" ROUND •' ••' 3'-6" SQUARE r2 � FOOTING DETAIL `� I ' \ CF 1 SCALE: NTS 0 2/31 -- - - - — _. - DRAWN 13y: - - JEFF X ]E p V 38 Xr 46 CANOPY 15670 SW UPPL2 BOONES FERRY RD. IMP98-0341 �_CREA_TED: -- -- --- - - - - - - - ---- --- - C _ A NC'O1N5 ROSAND BPORTINGS OSIN E91925 27 RD' p� N NFF�F� �'•nEcaaN � t, TIGA R 97034 IAT UkWE:Wpi11 9 SCetins & Details 1567U SW Upper 9oones — — 25 of 28IP09WN ACW PLeoeM/r 54ed yJ/T p /7. 9,� " I 1�.,1 i 3r:1//11I� Ci` FAX r1LEb%OtAfIINf,\fv\D1[R\11169\CfIDYG ----- )pre 'o REV. H CRIPIION: CQPYRI'HT IV!1 503; X341 (503) 280—1642 ISHEFT—C 70-�-OF_ 16 9 4__ ORDER NO. =---- m.n nraeings are Ina worarly o, 11,4, ,., ur,l.um6u•r . �. ..i . ,� n .. ----- a. not i..rmp{tny. IF THIS DOCUMFNT IF LESS jT Ilrl II 1it 1 111�III�III�I�I�III�III IIII�! I III III 1I f1�1 I��IIT�111�I I r�r�'11 II �II -I-III lI �� I II IIII iIIlC1111111111T] TI1T1rTl b 1LEGIBLE THAN THIS NOTATION, 6 B IT 1S rUF TO iHE QUALITY OF _ J�I , .*.y . Icxt4,,. .,• THE ORIGINAL DOCUMENT, — - - �II�IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�II I IIII�IIIIIIIIIIIIIIIIIIIIIIII VIII s T e� III Illl�llli illl�llll illllll�illlllllsl illlllll�illllllli inl�ll I �' s I illl IIII�IIII IIIIII IIIIIIIII IIIIIIIII 111111 a LIIV � lQly � ns �uLll�nu Illlluil 2 0 33 TYPE RA DECK SHEETS @ 16" = 44'-0n 5" I . I r r r r f r f I i- IF r r f r 3'-1" 5 SPACES @ 48" 6'-8- 2'-8" 4 SPACES 4 48" 16'-0" 3'-- 1 • >3 C2 4 - V) *6 'ir � � f I I ! i I I M L.Lj W[14x�2 X cl a- > (Y) II x I aT_ + + + tK L--2xi.x12j GA EA. 111DE OF CILILMIN F TT UI FLANGE STA AT 1 /4 POINTS v Z I (TPI AL X 9) (SEE IET, S ('12) oz l LJ '�'7 P 5 5 Lj m C14 old 0 ui W14x6 1� 1� I I I i , I LJ .'0 C) C) fy- I :D 1,D rC) 4 V) m ux 0 L-Li ') L) xx L-L al Ln u x V) In J:� u ('u x Ln 0 /N u 0i LJ �D __j LO L4 C) Cu (n t U717 ipi W�4x2211 # 4 - .Mk-_7 T 'k U_ C3 25'-0" 9'-11" 111 44'-8- 0/0 GUTTER & FASCIA BRACKETS 44'-10" 0/0 FASCIA (,,` CANOPY FRAMING PLAN 1� C � SCALE: 1/4' = V-0- 91" 3'–21" 10'-0" lot–on 10'-0" lop–on i it lit$ 9'_ 1 ift 9,_,jn 9r L 1. -------I— __1.................. A", 9'–1 1" c lo ago , 11 11 II II II 11 see BLUE ACM FASCIA ZOFF –WHITE ACM FASCIA a:00 11 II 11 II cII 11 • , so* 11 II II 11 II II •eww Ora, TS-10x10 W/ 3'0 SCHED 40 DOWNSPOUT II (TYPICAL X 4) 2 1/4 X 6 ACCESS HOLE W/ COVER PLATE 11 11 FOR SEAL–OFF'S / (AT ELEC, FEED LOCATIONS SEE SHT CF1) r rz II II II CD 1 6 11 11 II I 11 N, 7 ` AV CANOPY SIDE ELEVATION CANOPY`r3 4 CAN STREET END ELEVATION 1\,C _�2 SCALE: 1/4" V-0" 2.) SCALE: 1/4" 1'-0" oc� ')RA'AN RY: CCV 38 x 46 CANOPY ]BIEIK ]EIR 15670 SW UPPER BOUNES FERRY RD F INCINEERED BY- AFGAHAN CANOPIES AND BUILDINGS SINCE 1925 TIGARD, OR 97934 1iU119h-034/ 2345 N. ROSS POP"-AND, OR 97227 Scetins & Detvs 15670 sw Upper Boones W.141 gene P11rR1v1;r s41v/1117/;IASL UPEIATE: 09/11/99 B _ -/7- -?A CHECKED 9 PHONE F,1,Y -C, c REATED: HIM/% (503) 288 5341 • ('03) 280- 1642 RIV. DESCRIPTION: CGIIYI�,uHT ')AIL:L: - 26 of 28 L:—1\D-WA-1 SHEET_._Cl_ #-Z-OF_ 4 vY 'I I I I -- I ORDER NO.-141 ( 'hese oro-h96 ore the property of 1"a I ac-ar uampany r C^j ,�nm,f, O.Capt to t'd ow- 0, •0 0"citer compoAr. IF THIS DOCUMENT 11; LESS LEGIBLE THAN THIS NOTATION, 71 141 �9us' 40 777 IT TS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. Ji g I-WL — Till 11 1111 11 oz 61 1 91 811111 cl I 1 9 IIII► IIII�II��►T 24 ) 6— ATTACH FASCIA PANELS W/ #14 X 34 TEKS W/ NEO @ 48" O.C. 3MM ACM FASCIA ' -- __ . - FASCIA BRACKET @ 48" O.C. (4) 3/40 A307 BOLTS C3xlxl6GAx33 1/4` VERTICAL Z3x1x16GAx38" HORIZONTAL _ ATTACH TO DECK W/(3) #14x3/4 TEKS W/ NED — tr I I I 1/4 PL EA. SIDE – 24 GA, FLASHING (4) 5/80 A307 BOLTS I I 1 TYP C STIFF. PL>---`3 , t 16 , I —TYP L STIFF F. PL I6 N ---2"–6M I 16 IN. 6" 1 — L-2x1x12GA, EA. SIDE OF COL . - ATTACH TO CUL W/ (2) #!4x3/,'- TEKS ATTACH TO DECK RIBS vV/ #14 TEK } I 1 I , — I , Ln — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — - — - - - - — — — - — - - - - - — — — — — — — — — - - - - - -- - - — — — - - --- -- - -- — - — - - 00— - — — — - — - - - - — — — - — - - - - - — — — — — — — — — - - - - - — - - — — — - - — — — — - — — ' 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WHITE EMBOSSED DECK TRIM RING I 1 4 2 SS2 WHITE SOFFIT 1 GUTTERI SEAL_ TO DECK W/ HEAVY URETHANE MASTIC I I I 6„ 20 GA. SE2 WHITE DECK I I I C2 I I I SS2 WHITE FASCIA TRIM 3' SQ. TO 0 LEADER � 30 SCHED 40 DOWNSPOUT I I I I REMOVABLE SE2 WHITE LEADER COVER ' �– 10 X 10 COLUMN CANOPY SECTION C� SCALE: 1 1/2" - 1'-0" i , I (Aye , I I ,'tib I 1 , I , I I , I I I I , I --SEAL ALL SCREW POINTS W/ ' / , I VULCUM URETHANE SEALANT II I I I 1 I , I >R I I - OVERFLOW COVER •, • ;_ • #' Ir 7P50 ROOF CLIP I I 3/16 H.R. PLA1E,2LONG1/80 RIVETS AT 48" O.C. •r . •" i{i{i{ ZINC PLATEII W/ 1/2' BOLT-SAE P PAINT WHITE IN FIELD •"•'• 20 GA CHANNEL •••• S T C] 8" --- • *490 l�! •tee• •• BEAM — — — — — — —_— -I — — — — — — — — — — — — — •fw••• Ln . — — — -- • • • •. BEAM FLANGE ________._ 0. LEADER STRAP TIE @ 48 O/C - - - - - - - ••.••• •••• `� -- " 20 GA SE2 WHITE LEADER COVER0 0 WRAP LEADER W/ DUCT TAPE @ TIES � I 8` Iz I? 3" X 3" OVERFLOW u 3`0 ABS LEADER � � 3" F'cJ;<� ROOF SHEET r - al2 SELF TAP SCREWS 7P55-COMPRESSION FLANGE y`'G N 1A* W/NEOPRENE WASHERS SUPPORT, 416 GALVANIZED 2 SECTION �1 H R U LEADER r' 2 2 STITCH ALI RIBS @ 48 O.C. STECL STRAP 1-112'X48'. E ., AVER FASTEN TO BEAM & ROOF C2 SCALE: 6" _ ,'—o" r3 ' OVERFLOW DETAIi RIB W/(6) 1/4' SCREWS SEE PLAN FOR LOCATION C2 SCALE: 1 I/z" = 1'—o" R, 0 STANDARD_ ROOF PAN[LS CJ(PIR1:c, ' IYPE PA DRAWN BY: _ ---- ----- --------------- ---- -__ ___— �_—�__� JEFF ][3 .xL.� � �. R �� V 3 �'� X q-- ENGINEERED BY: 15670 SW UPPER BOONES FERRY RD. I3uN98-0347 --- ---- ------- ----------- — -- -- --------- �� cAI,OPIES AND BUILDINGS SINCE 1925 TIGARD OR 97034 _ __ __ _ 2345 N. ROSS POR''-AND, OR 97227 ' 15670 SW Upper Boones LAST uPwTE: IvIf/% -- -- e_ _ - �T -- - Stretins & Details --- — 10090 w/V A"O!_� todefrllr 5UwcgM17' 4 .9b CHECKED BY: PHONE FAX '` p 27 of 28 rLE KI,IbT�6"1KRN14169\UbA V Jett Of REV. DESCRIPTION: COPYR'G (503) 2H3-53a1 (503) 7H0 1642 SHEET_��_ N_3_OF_ 4__ ORDER NU.�`� "l____ DAIF: Ino►• Orate nga are Ine property of ine 'fecLer Compan, ano aro not '., t+a rnprorl,.roA :n a-•, �ar�nw, •.ceps •'In lne pa—'s—, n' 1-c [lec.er Company. -- ;yM..11yrgr•eFip►'O. rtaN rT111ri-1111111i1111jiilill .i- llIIIII- (Jill I IIII11 � ITTIt-I, I�->�II-r 11►IIL Tp 1t .11111 1111111 11111 111111111 1111 11111Th VIII 1 1111111 111 t 11111111 1111111 1111111 III I I 1F THIS DOCUMENT 1F LESS I I I 1 h cl I I 1 I J 1 1 I ��r I 1 l 1 LEGIBLE THAN THIS NOTATION, L _� ' T�_- ----,�_—_� I �Iv VJ -_� �I 1-__I_ 1�4 -_ 1 12 IT IS DUE TO THE (QUALITY OF ' THE ORIGINAL DOCUMENT. -- - — �_ NO.36 � - gus�f ao, �q7q 91 91�IIII VIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I IIIIIIIII IIIIIIIII IIIIIIIII IIII�III IIillllil III11111115 T 1 I IIIllilll IIIilllll IIIIIIIII Iellllllll Illlllill �II111111TI911111111 1911111111 y 1-1 lllllll Isllllllll LI Illlllli TI 111111 'r U1 / T PLAN S _ 0 — OUT FASCIA SEE �. � I J OUT / LCL! � FA,,C !A — `;EE PLAN OUT / OUT BRACKEIS AND GUTTER - SEE PLAN I i ._—_--- -- -_-_--_---- -- ❑U T / ❑U T BRACKETS AND GU T T E h' SEE PLAN I r — ATTACH FASCIA PANELS W/ #14 X 3/4 TEKS W/ NEO @ 48' O-C ATTACH FASCIA PANELS W/ #14 X 3/4 TEKS W/ NEO @ 48' C.C. 412x3/4 TEK W/ NEO @ 48" D.C. #12x3/4 TEK W/ NEO @ 48' O.C.-04 CN r \ I I FASCIA BRACKET @ 48" O.C. — FASCIA BRACKET @ 48" O.C. C3x1x12GA. 33 1/4" VERTICAL I ' C3x1x120A. 33 1/4" VERTICAL Z3x1x12GA, x 38' HORIZONTAL Z3xlxl2GA. x 38' HORIZONTAL ATTACH TO DECK W/(3) / ATTACH TO DICK W/(3) #14 x 3/4 TEKS W/NEO #14 x 3/4 -"EKS W/NEO I I / I ' � I I ' I , I I I I I I I I I ' r f I I 1 ' � I t— I ' 1 , 1 _ #200A. C.B, FLASHING/ #20 GALV, z -- #20GA, C.B. FLASHING/ #20 GAL V W I GT=36 W I GT=36 I � I U � 1 I cn , I II ACM Fascia II ACM Fascia GT=48a GT=48 ' (V I I CN 1 C14 M ' ' CN I ' "q- rn I I RIB STIP=FENER L-2 1/2 x 1 1/2 x 3/16 (CONT) I I ATTACH TO RIB W/ #14x3/4 TEK @ 48' O.C. I 1 � ' I I TONG BEND CENTER OF PAN DOWN � #12x3/4 TEK W/ NEO #14x3/4 TEK W/ NE-O #12x3/4 TEK W/ NEO #14x3/ 4 TEK W/ NEO @ 24 O.C. I @ 24 O.C. 1 ; I =_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -_-=' .. - - - - - - - - - - - - - - - - - - - - - - I 000 f In Lln 20 GA. SE2 WHITE DECK 20 GA. SE2 WHITE DECK �._ y Fnt rT #14x1 TEK W/ NEO @ 8" O.C. w #20ga SS2 WHITE TRIM ANGLE (CONT) #209a SS2 WHITE TRIM ANGLE (CONT) i 1" FROM RIB & AT t OF PAN GT=6 GT=6 .... eae+. ••.•: 00 e ••Y• 1 1/80x1/2 SS RIVET @ 48' O.C. 1/80x1/2 SS RIVET @ 48" O.C. i i # #20ga SS2 WHITE SOFFIT/GUTTER #20ga SS2 WHITE SOFFIT/GUTTER ••••• •••••• •••» rr " GT=24 3/4 ( • '-N� CANOPY FASCIA SECTION 2 CANOPY FASCIA SECTION -- C3 IN SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" ti 17 ,45� fi FLAN DIMENSILJN PLAN DIMENSION ��''roR. Afr110 �`�P tt EXPIRE_ i r 3 TYPICAL FASCIA JOINT t — DRAWN 8Y: n C3 SCALE: 3" - _.. -- -- - - - —� _. ------ -- JEFF ]B IE C: ]K ]E I. CV 311 X "- E) CANOPY PY 1'-0' �_ _____ - _ -- — ENCINFERED BY- 15(j70 SW UPPER 900NES FERRY RD. AFCAHM CANOPIES AND BUIL')INGS SINCE 1925 TIuARD, N 97034 ' _ _ _ /_ 2345 N. ROSS PORTLAND, OR 97227 Fascia Sections IASi UD; 08/ 09/11/91 _ ----_-- — ORyw/v �✓�'t p�ilmiT \S�Q�iT CHECKED 8Y: PHONE FAX , A 'I1P98-0347 CREATED; ae/11191 . _ _ _ �-- -- (503) 298-534 t ('�03) 280—1642 i �. I 69 i I SG70 SW Upper Boones _ _ ^- _ ='Htlf'28 rtt :n\ORAL— \CV\.A1RW\NI6Y\ClUvb _ Nrr,..; REV. DESCRIPTION: COPYR!GHT DAIt: 5HEET_��... N_4_OF_ � ORDER N0.__.___- Seem- 7heas drawing, are the properly of the RaCMer Company and are not to be reproduced n any manna,, a.capt with the permission at the RaaMer Company. IF THIS DOCUMFNT IS LFES I fi I � � I II II[T 1rp I�1�117111�1 1 11t�111 111 1III I I IIII I III II j Tj1 I 11Tj1 j7TjTj1j1 LFGTRLF THAN THIS NOTATION, 6 T1T; DUF 10 THE QUALITY OF 1 1 I III fi IIl I 1111111 I III I III_�I_I�I�I}(Ih. Till-' ORIGINAL DOCUMENT. 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